Loading...
The Centre TR 37359 BCPR2021-0010 (Product 1) Truss Calcs'\Builders �. FirstSource TRUSS PLACEMENT PLAN AND CALCULATIONS PROJECT: SOLTERRA PRODUCT 1 LOCATION: LA QUINTA DEVELOPER: THE CENTER ON ADANIS, LLC CUSTOMER: AMC FRA`IING BC.PR�U-1-0010 Project No: 3551 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE BY: A DATE: Jq'73YY 23665 Cajalco Road, Perris, CA 92570TRUSS CALCULATION AND (951) 657-7491 Phone / (951) 657-0486 Fax LAYOUTS. Reviewed for Code Compliance DATE: SEPTEMBER 14, 2021 OCT.6 9 2022 ESR #1988 Interwest Consulting Group L 1i u ilders' FirstSource 23665 Cajalco Road, Perris, CA 92570 Phone: (951) 657-7491 / Fax: (951) 657-0486 Truss Structural Calculations Project: SOLTERRA PRODUCT 1 Location: LA QUINTA Developer: THE CENTER ON ADAMS, LLC Customer: AMC FRAMING F\ Z 7 y ram^. a 1Ex p. 6/30/23 i� No. C53821 , \��qt C f V 11. �r `/ \�o,rCA1i / Kevin Chae Kim My license renewal date for the state of California is June 30, 2023. BCPR2021-0010 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE er: A oATE iclisix& TRUSS CALCULATION AND LAYOUTS. Date: 09/14/2022 NOTES: Truss Engineer's responsibility is solely for the design of individual trusses based upon the design parameters as shown on the referenced truss drawings_ Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer/Engineer of Record, not truss Engineer, per ANI/TPI-1 Chapter 2. The bound truss design drawings, having an electronic seal and signature printed on each page, have been reviewed and approved by the truss design engineer as indicated by the Engineer's seal and wet signature on this cover page. This review and approval apply solely to the attached truss design drawing pages that are bound together. I ildert' u . FirstSource 23665 Cajalco Road, Perris, CA 92570 Phone: (951) 657-7491 / Fax: (951) 657-0486 Truss Structural Calculations Project: SOLTERRA PRODUCT 1 Location: LA QUINTA Developer: THE CENTER ON ADAMS, LLC Customer: AMC FRAMING F- - CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE B.Y `l, it e, :V1 IC�l_=�iG2 TRUSS CALCULATION AND LAYOUTS. Date: 09/14/2022 Miguel A. Garcia My license renewal date for the state of California is March 31, 2024. NOTES: Truss Engineer's responsibility is solely forthe design of individual trusses based upon the design parameters as shown on the referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer/Engineer of Record, not truss Engineer, per ANI/TPI-1 Chapter 2. The bound truss design drawings, having an electronic seal and signature printed on each page, have been reviewed and approved by the truss design engineer as indicated by the Engineer's seal and wet signature on this cover page. This review and approval apply solely to the attached truss design drawing pages that are bound together. Builders W. Fi rstSou rce THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer. See individual design sheets for each truss design identified on the placement drawing. The building designer is responsible for permanent bracing of the roof and floor system and for the overall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibility of the building designer. Framer is responsible for accurate spacing of trusses as designed and called out on placement plan. All trusses spaced at 24" oc unless noted otherwise. SYMBOL LEGEND Attic Access Recessed Lights RAG II Return Air Grill X/12 —� I Slope & Direction sXX Hip Framing label vxX Valley Framing label i Z Z D U o Z U Q Q Q O m ii a0 a O w w LLJ J J z Q U O Q a Q U) PROJECT No: M35515 DESIGNER: M.BRITT DATE 1 8/1 /2022 1 REVISIONS M.BRITT 8/1/2022 THIS LAYOUT IS FOR PLACEMENT PURPOSES ONLY AND IS NOT INTENDED AS A STRUCTURAL ENGINEERING DOCUMENT. ALL BEAM SIZES NOTED PER STRUCTURAL PLAN SET. Builders W. Fi rstSou rce THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer. See individual design sheets for each truss design identified on the placement drawing. The building designer is responsible for permanent bracing of the roof and floor system and for the overall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibility of the building designer. Framer is responsible for accurate spacing of trusses as designed and called out on placement plan. All trusses spaced at 24" oc unless noted otherwise. SYMBOL LEGEND .a Attic Access Recessed Lights RAG II Return Air Grill X/12 Slope & Direction sXX Hip Framing label vXX Valley Framing label i Z Z D U � o Z U Q Q � C'J U ii -0 � a O w w LLJ J J Q U O Q Q U) PROJECT No: M35515 DESIGNER: M.BRITT DATE 8/1 /2022 REVISIONS M.BRITT 1 8/1/2022 THIS LAYOUT IS FOR PLACEMENT PURPOSES ONLY AND IS NOT INTENDED AS A STRUCTURAL ENGINEERING DOCUMENT. ALL BEAM SIZES NOTED PER STRUCTURAL PLAN SET. Builders W. Fi rstSou rce THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer. See individual design sheets for each truss design identified on the placement drawing. The building designer is responsible for permanent bracing of the roof and floor system and for the overall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibility of the building designer. Framer is responsible for accurate spacing of trusses as designed and called out on placement plan. All trusses spaced at 24" oc unless noted otherwise. SYMBOL LEGEND HAttic Access Recessed Lights RAG II Return Air Grill X/12 Slope & Direction sXX Hip Framing label vXX Valley Framing label i Z Z (� U LL Z _ U Q Q � O Q ji a0 � a O w w LLJ J J z O Q U O Q a Q PROJECT No: M35515 DESIGNER: M.BRITT DATE 8/1 /2022 REVISIONS M.BRITT 1 8/1/2022 THIS LAYOUT IS FOR PLACEMENT PURPOSES ONLY AND IS NOT INTENDED AS A STRUCTURAL ENGINEERING DOCUMENT. ALL BEAM SIZES NOTED PER STRUCTURAL PLAN SET. Builders W. Fi rstSou rce THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer. See individual design sheets for each truss design identified on the placement drawing. The building designer is responsible for permanent bracing of the roof and floor system and for the overall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibility of the building designer. Framer is responsible for accurate spacing of trusses as designed and called out on placement plan. All trusses spaced at 24" oc unless noted otherwise. SYMBOL LEGEND .a Attic Access Recessed Lights RAG II Return Air Grill X/12 —� I Slope & Direction sXX Hip Framing label vxX Valley Framing label i H z Z Q v D o Z Q JZ) X ii ao Q J Q W i J W Z O w U) ~ Lu J O w � O J PROJECT No: M35515 DESIGNER: M.BRITT DATE 1 7/27/2022 1 REVISIONS M.BRITT F 7/27/2022 THIS LAYOUT IS FOR PLACEMENT PURPOSES ONLY AND IS NOT INTENDED AS A STRUCTURAL ENGINEERING DOCUMENT. ALL BEAM SIZES NOTED PER STRUCTURAL PLAN SET. Builders W. Fi rstSou rce THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer. See individual design sheets for each truss design identified on the placement drawing. The building designer is responsible for permanent bracing of the roof and floor system and for the overall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibility of the building designer. Framer is responsible for accurate spacing of trusses as designed and called out on placement plan. All trusses spaced at 24" oc unless noted otherwise. SYMBOL LEGEND Attic Access Recessed Lights RAG II Return Air Grill X/12 —� I Slope & Direction sXX Hip Framing label vxX Valley Framing label i H z Z Q v D o Z m J X ii ao Q J Q W i J W Z O w U) ~ Lu J O w � O J PROJECT No: M35515 DESIGNER: M.BRITT DATE 1 7/27/2022 1 REVISIONS M.BRITT F 7/27/2022 THIS LAYOUT IS FOR PLACEMENT PURPOSES ONLY AND IS NOT INTENDED AS A STRUCTURAL ENGINEERING DOCUMENT. ALL BEAM SIZES NOTED PER STRUCTURAL PLAN SET. I Builders W. Fi rstSou rce THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer. See individual design sheets for each truss design identified on the placement drawing. The building designer is responsible for permanent bracing of the roof and floor system and for the overall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibility of the building designer. Framer is responsible for accurate spacing of trusses as designed and called out on placement plan. All trusses spaced at 24" oc unless noted otherwise. SYMBOL LEGEND HAttic Access Recessed Lights RAG II Return Air Grill X/12 —� I Slope & Direction sXX Hip Framing label vxX Valley Framing label i H z Z Q v D o Z U J X ii ao Q Q .. Q J Q Z a a Q O O LV w Q U w J O J o '0v J PROJECT No: M35515 DESIGNER: M.BRITT DATE 1 7/27/2022 1 REVISIONS M.BRITT F 7/27/2022 THIS LAYOUT IS FOR PLACEMENT PURPOSES ONLY AND IS NOT INTENDED AS A STRUCTURAL ENGINEERING DOCUMENT. ALL BEAM SIZES NOTED PER STRUCTURAL PLAN SET. 66-04-00 30-00-00 15-01-00 D= 1.1K # 03 2-00-00 PLAN 2A HARDWARE LIST BLOCK LIST 2-00-00 SIMPSON OTY ID DESCRIPTION Ott nmH LOW EN HEIHT BK4 BK 21-03-00 LUS24 LUS26 O q MO p BK4 2X4X22 7116" STD 120 - - .-. 4—3/12 3/12 2-00-00 14 7 V64-4 2X4X22 7116" STD 0 - - HUS28 0 L64 2=31-112" STD 0 MUS26 0 S61 2X 22 7116" SHPD 0 3 0&15 STC 30 S62 2X 22 7116" SHPD 7 3 OA-11 S64 2X 22 7116" SHPD 7 3 W5 p 2 K4 2-00-00 2-00-00 T-7 2 BK4 2-0 -00 - - 2-00-00 AJ01 AH01 = 10. # 1-0 -10 9- 0 L01 _ . _. 0 N - US26 (7) AN Q J Q Q _ LL Q 2 2-0?-00 — 2-00-00 00 IJ 1 1 2 2-00-00 10 2-00-00j 00 W 0 Y 2-00-00 2 :S 2-00-00 0 0 LO N -- 1 r4 en— r_ - `O c� o m 00 oo C� Q O q t` 0 °I --- - G os — --- 2-00-00 L z 2-0 0-00 2-0 -00 2 -00 2-0 -00 1 -0 -08 2 00 BK4 2-00-00 x R4 OR{ PAC J �I o 999OD BK4 O o c+�i B02 � /12 1 -08 o0 - 2-00-00 2-0 0 o -00 4 3/12 z 3oA 1 3o'i o J 0 M 0 N 0 3/12 � o _ �: -- - 2-00-00 - 130 A. °' N �i�V rI i BK4 C 2-0 00 11 I I 2-0)-00 LU 2 0 00 - 2-0 --- -00 2-0 -00 2 2-00-00 DD Q L 12-0 ' 2-0 II -00 -00 2-0 -00 ® 11 z-o l 2-00-00 w 0 o o z o� os o o iiii O I'I o lili O O 0 0 -oo — o N s64 O N o iiiil N 0 N o N 1 ]2 0 2-T -00 00 2-0?-00 0 v O -00 L -00 -00 - 2.0KII _ 02 I' E 112-0 2-0 2-0 01 B00 LO -00 1-0 -00 D= 180 PLF 1-0 1-0 -00 15-00-00 15-00-00 -OF 2ND . FLOOR ROOF DOEN NOT LINE UP WITH 15-11-00 FIRST FLOOR 5-04-00 22-06-00 Builders WA Fi rstSou rce THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer. See individual design sheets for each truss design identified on the placement drawing. The building designer is responsible for permanent bracing of the roof and floor system and for the overall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibility of the building designer. Framer is responsible for accurate spacing of trusses as designed and called out on placement plan. All trusses spaced at 24" oc unless noted otherwise. SYMBOL LEGEND A.A Attic Access IW Recessed Lights RAG Return Air Grill X/12 Slope & Direction sXX Hip Framing label vxX Valley Framing label 24 Z Z C U Z _ Q Q Q I N o z W O Lu w Q W J z O Q U O Q a Q Cl) O V J PROJECT No: M35515 DESIGNER: M.BRITT DATE 7/20/2022 REVISIONS M.BRITT 1 7/21/2022 THIS LAYOUT IS FOR PLACEMENT PURPOSES ONLY AND IS NOT INTENDED AS A STRUCTURAL ENGINEERING DOCUMENT. ALL BEAM SIZES NOTED PER STRUCTURAL PLAN SET. 15-00-00 D= 1.IK# 30-01-00 66-04-00 2-0 -00 PLAN 2 B 21-03-00 BK4 C11 HARDWARE LIST BLOCK LIST 00 O O 2-0()-00 SIMPSON OTY ID DESCRIPTION , PIrCH LOW END HEIGHT LUS24 LUS26 16 9 BK4 2X4X22 7116' STD ,30 - VB4-4 2X4X22 7/W STD 0 - - 2-0(-00 HUS28 0 SB5 2X 22 7/16" SHPD 11 3 04-05 MUS26 0 SB6 2X 22 7/16" SHPD 3 3 1-2-07 STC 30 SB2 2X 22 7/16" SHPD 7 3 04-11 SB4 2X 22 7/16" SHPD 7 3 0-015 N K4 2 4— 3/12 BK4 3/12 2-0 BK -00 2-0 -00 2-00-00 - 2-00-00 AH01 D= 10. # 1-0 -1 9- 0 0 oI v 0 v 0 U) AN A US26 (7) Q B2 N h1 „o mn L m m Ijm - - - - - -- m II ii 10 I I 0911 - - - �'pg - - t i N — — r-I m -- -- ORF SPA — - —-- ----- -- PH 2-00-00 LLJ (7 Q O 4 O co LO o 0 -00 C7 1 0 -1 — 0 -00 4 2-0 -0 -0 -00 2-00-00 2-00-0 0 -00 2-0(')-00 Y 2_0 _O K4 m � 3/12 B 4 -0 -00 BK4 2-00-00 N 2 0 0 LJ 0 -00 M 2-0 -00 2-0(-0 D= 20 o I -00 DD 2-00-00 I o 1-0 -0 PL -0 -00 3/12 —4 2-00-00 - - 0 T5 T04 sss m 0 q 2-0 mml Vx30'1 A.A 0 co q O BK - - 1 --- I 30"x3O' 1 A.A m 1 o O O 1I o o 0 0 2-07-08 O I I o 0 O 0 d BA 2-00-0) LI N ro m 2_0 _0 1 2-00-00 BK4 LU 2-0 -0 - 2-00-00 o 2-0 C 2-0()-00 d* 2.OK 9 2_0 _O II 0 0 0 0 0 0 0 N M 0 0 I 0 O m 2-0?-00 N N N O O O sea O 2-0()-00 2-0 -00 2-00-00 ZIEG3 02 - - =O D-�11 1-0 -0 O N O N O N O N o N co 0 o O ''. N N sBe VI 2.O _p 2-00-00 (3) BC 1 1-0 -00 D= 1.1 K 1-0 Builders WA Fi rstSou rce THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building Components to be incorporated into the building design at the specification of the building designer. See individual design sheets for each truss design identified on the placement drawing. The building designer is responsible for permanent bracing of the roof and floor system and for the overall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibility of the building designer. Framer is responsible for accurate spacing of trusses as designed and called out on placement plan. All trusses spaced at 24" oc unless noted otherwise. SYMBOL LEGEND HAttic Access 6. JW Recessed Lights RAG Return Air Grill X/12 Slope & Direction sXX Hip Framing label vXX Valley Framing label Z Z U _I m 11 N ao Q J J W W 01 Z W J O O i W W U cn W O0'^ vJ PROJECT No: M35515 DESIGNER: M.BRITT DATE 7/20/2022 REVISIONS M.BRITT 1 7/21/2022 THIS LAYOUT IS FOR PLACEMENT PURPOSES ONLY AND IS NOT INTENDED AS A STRUCTURAL ENGINEERING DOCUMENT. ALL BEAM SIZES NOTED PER STRUCTURAL PLAN SET. O O LO 0 N 0 0 M O v REVISED .A LOCATION 0 O 0 Lo 66-04-00 15-00-00 30-01-00 21-03-00 30-0 -00 2-0 -00 HARDWARE LIST BLOCK LIST SIMPSON OTY ID DESCRIPTION QW viTCH LM 11 MHT 2-0 -00 PLAN 2C LUS24 13 BK4 2X4X22 7116" STD 140 - - VB4-4 2X4X22 7116" STD 0 - - LUS26 HUS28 0 1 L34 2X4X31-112" STD 0 MUS26 0 SB1 2X 22 7116" SHPD 8 3 0-3A5 2-O -OO Ka BK4 3/12 3/12 STC 30 S62 2X 22 7116" SHPD 0 3 01,11 S64 2X 22 7116" SHPD 0 3 oars 2-0 -00 m 21-03-00 2-0 -00 LL o II 0 O D02( BK4 2-0 -00 = - O O 2-o�-os O O O O O O 1 -0 -00 o O o 0 N 0 N 0 N 0 N o N O N 1-0 -00 D= 1 0:41C --_ - 2- -00 -oQ__ _-2,0 2- -00 2-0 -00 W � 2- LL— -00 03(8 N II 2-0 -oo o I o ii l 2�-00 1 0 08 00 _ 2 II 130"x30'1 � � U 2- -00 O III II 1 A.A � N rrt _ 2- -00 � 1 ■ - - - 1 2-0 -00 i- D= 00 PLF N 2- o BK4 LUS24 ( -OO BK iy 1 B 1-0 -00 -00 3/12 2- 13 "x30'1 0 0 2-0 -04 o0 o r4 CC (3) O CC (3) coO M \ 2-0 -dd- 4-- /12 ? I 2-0 -00 2_00-00 C 1 _ N m - _ �� _ U sBi 2 0 00 W I2-00-00 I 1 2-0 -00 4— 3/I 2 u r4 rI m 2-00-00 z-o -oo 2-00-00 11 � 11 0 l ON d 0N o 0 I2-oo-00 - u I I�B -0-00 1 D= 5.9K # o o o I 2-0 -OO oo N 0 N k o N _ 1- 6-00 1-0 -00 BKa P o1 P o1 P 01 -M P 01 P 01 P 01 VERIFY SPAN OF 2ND FLOOR ROOF DOEN NOT LINE UP WITH 15-11-00 FIRST FLOOR 5-04-00 15-00-00 15-00-00 22-06-00 - - 21-03-00 0— Builders W. Fi rstSou rce THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer. See individual design sheets for each truss design identified on the placement drawing. The building designer is responsible for permanent O bracing of the roof and floor system and for the 0 overall structure. The design of the truss osupport structure including headers, beams, o walls, and columns is the responsibility of the building designer. Framer is responsible for accurate spacing of trusses as designed and called out on placement plan. All trusses spaced at 24" oc unless noted otherwise. SYMBOL LEGEND I Attic Access n,P Recessed Lights RAG Return Air Grill LU X/12 Slope &Direction CD sxx Hip Framing label < Q U o vXx Valley Framing label C6 0 v o 0 m Ur Z Z Q _ U /Lrz L V O Q Q J Z) 0 U II N DO Q Q Q J Z Q a z aQ i I..I.J � Q U U) w O O U) PROJECT No: M35515 DESIGNER: M.BRITT DATE 7/20/2022 REVISIONS M.BRITT 1 7/21/2022 THIS LAYOUT IS FOR PLACEMENT PURPOSES ONLY AND IS NOT INTENDED AS A STRUCTURAL ENGINEERING DOCUMENT. ALL BEAM SIZES NOTED PER STRUCTURAL PLAN SET. O 0 9 M 6 24" O.C. N BK4 02( 04(6 O 'o 0 0 0 o a 0 ( NT. B G.) 1 W i N N ? BK4 N t i N N 1 (I T. BF G.) a � o J 0 a 0 a 0 o 0 it 0 v S 3 PLAN 3A BLOCK LIST ID DESCRIPTION QTY PITCH LOW END HEIGHT BK4 2X4X22 7/16" STD 150 - - SB1 2X6 22 7/16" SHPD 20 3 0-3-15 SB2 2XSTK 22 7/16" SHPD 10 3 1-3-15 BK6 2X6 22 7/16" STD 50 - - HARDWARE LIST TYPICAL CONNECTIONS SIMPSON USP CITY "TRUSS" "GIRDER" AB02-AB05 AA05 LUS24 JUS24 18 AB03 BEAM B/O LUS24 JUS24 8 TRUSS CLIPS STC STC 50 AA05 TBE4 SBP4 2 3:12 & .25/12 PITCH U.N.O 0-3-15 STANDARD HEEL U.N.O 1-6-0 OVERHANG U.N.O Builders0 ,. FirstSource THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer. See individual design sheets for each truss design identified on the placement drawing. The building designer is responsible for permanent bracing of the roof and floor system and for the overall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibility of the building designer. Framer is responsible for accurate spacing of trusses as designed and called out on placement plan. All trusses spaced at 24" oc unless noted otherwise. SYMBOL LEGEND Attic Access Recessed Lights Return Air Grill Xi12 —11� I Slope & Direction s Hip Framing label vxx Valley Framing label U J J E co 4-0 C Q U Q (D •� U Cl) C) V II � O � ai (p 00 U J J N t ~ co z O Z LLi J Q U ILL!_� Q O O 05 O w w 0 PROJECT No: M35515 DESIGNER: RAP DATE 7/15/2022 REVISIONS XXXX I XXXX THIS LAYOUT IS FOR PLACEMENT PURPOSES ONLY AND IS NOT INTENDED AS A STRUCTURAL ENGINEERING DOCUMENT. ALL BEAM SIZES NOTED PER STRUCTURAL PLAN SET. O 0 0 ig Above living room Valley Truss Systen drawn below for clarity purposes. Builders0 WA FirstSource THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer. See individual design sheets for each truss design identified on the placement drawing. The building designer is responsible for permanent bracing of the roof and floor system and for the overall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibility of the building designer. Framer is responsible for accurate spacing of trusses as designed and called out on placement plan. All PLAN3 B trusses spaced at 24" oc unless noted otherwise. SYMBOL LEGEND BLOCK LIST ID DESCRIPTION QTY PITCH LOW END HEIGHT BK4 2X4X22 7/16" STD 150 - - SB1 2X6 22 7/16" SHPD 25 3 0-3-15 SB2 2XSTK 22 7/16" SHPD 0 3 1-3-15 BK6 2X6 22 7/16" STD 20 - - SB3 2XSTK 22 7/16" SHPD 10 3 1-0-15 HARDWARE LIST TYPICAL CONNECTIONS SIMPSON USP QTY "TRUSS" "GIRDER" BB02/BB07 BA05 LUS24 JUS24 11 BB03 BA05/BEAM MUS26 MUS26 6 BB04-BB06 BA05 LUS28 JUS28 8 BD01 BEAM B/O LUS24 JUS24 3 BE02-BE04 BD03 LUS24 JUS24 3 TRUSS CLIPS STC STC 50 BA05 TBE4 SBP4 2 3:12, 8:12 & .25/12 PITCH U.N.O. 0-3-15 STANDARD HEEL U.N.O. 1-0-0 OVERHANG U.N.O. See entry truss O m framing for layout x 25/12 a of o 0 0 0 0 4 N R N 4 N R N VOCUI Attic Access Recessed Lights Return Air Grill X/1� y I Slope & Direction (s�x) I Hip Framing label Valley Framing label U J J E co 4-0 C Q U M O V II O ai (p 00 U J J °' t ~ co z O z ui J Q w � U 4-0 Q O O U) O W LLI 0 PROJECT No: M35515 DESIGNER: RAP DATE 7/15/2022 REVISIONS XXXX I XXXX THIS LAYOUT IS FOR PLACEMENT PURPOSES ONLY AND IS NOT INTENDED AS A STRUCTURAL ENGINEERING DOCUMENT. ALL BEAM SIZES NOTED PER STRUCTURAL PLAN SET. m 24" O.C. w BK4 tQ IT 0 04(6 m m o 0 0 v (INT. BRG.) BK4 N N i i N 1 l7 (INT. B G.) O J O O 0 o 0 0 0 BK4 PLAN 3C BLOCK LIST ID DESCRIPTION QTY PITCH LOW END HEIGHT BK4 2X4X22 7/16" STD 150 - - SB1 2X6 22 7/16" SHPD 25 3 0-3-15 SB2 2XSTK 22 7/16" SHPD 0 3 1-3-15 BK6 2X6 22 7/16" STD 12 - - SB3 2XSTK 22 7/16" SHPD 10 3 1-0-15 HARDWARE LIST TYPICAL CONNECTIONS SIMPSON USP OTY "TRUSS" "GIRDER" 131302/131307 BA05 LUS24 JUS24 11 BB03 BA05/BEAM MUS26 MUS26 6 BB04-BB06 BA05 LUS28 JUS28 8 TRUSS CLIPS STC STC 50 BA05 TBE4 SBP4 2 3:12, 8:12 & .25/12 PITCH U.N.O. 0-3-15 STANDARD HEEL U.N.O. 1-0-0 OVERHANG U.N.O. Builders0 WA FirstSource THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer. See individual design sheets for each truss design identified on the placement drawing. The building designer is responsible for permanent bracing of the roof and floor system and for the overall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibility of the building designer. Framer is responsible for accurate spacing of trusses as designed and called out on placement plan. All trusses spaced at 24" oc unless noted otherwise. SYMBOL LEGEND Attic Access Recessed Lights Return Air Grill X/1� y I Slope & Direction (s�x) I Hip Framing label Valley Framing label U J J E co 4-0 C Q U U Cl) o _ V N (� 00 U J J a ~ co L z O z J LLI Q w U Q C/) O _� O U) O Lu Lu 0 PROJECT No: M35515 DESIGNER: RAP DATE 7/15/2022 REVISIONS XXXX I XXXX THIS LAYOUT IS FOR PLACEMENT PURPOSES ONLY AND IS NOT INTENDED AS A STRUCTURAL ENGINEERING DOCUMENT. ALL BEAM SIZES NOTED PER STRUCTURAL PLAN SET. 6 24" O.C. N BK4 02( 04(6 O 'o 0 0 0 o a O ( NT. B G.) 1 � � N ? BK4 N t i N 1 (I T. BF G.) Q J O O O 0 O 0 o 0 o 0 v K4 3 BK6 = O O M 0 N PLAN 3A BLOCK LIST ID DESCRIPTION QTY PITCH LOW END HEIGHT BK4 2X4X22 7/16" STD 175 - - SB1 2X6 22 7/16" SHPD 25 3 0-3-15 SB2 2XSTK 22 7/16" SHPD 15 3 1-3-15 BK6 2X6X22 7/16" STD 50 - - HARDWARE LIST TYPICAL CONNECTIONS SIMPSON USP CITY "TRUSS" "GIRDER" AB02-AB05A AA05 LUS24 JUS24 20 AB03 BEAM B/O LUS24 JUS24 8 AE02 BEAM B/O LUS24 JUS24 3 TRUSS CLIPS STC TR1 50 AA05 TBE4 SBP4 2 3:12 & .25/12 PITCH U.N.O. 0-3-15 STANDARD HEEL U.N.O. 1-6-0 OVERHANG U.N.O. Builders0 ,. FirstSource THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer. See individual design sheets for each truss design identified on the placement drawing. The building designer is responsible for permanent bracing of the roof and floor system and for the overall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibility of the building designer. Framer is responsible for accurate spacing of trusses as designed and called out on placement plan. All trusses spaced at 24" oc unless noted otherwise. SYMBOL LEGEND Attic Access Recessed Lights Return Air Grill Xi12 —11� I Slope & Direction sxx Hip Framing label vxx Valley Framing label J J E co 4-0 C Q U Q •� U C) � V :3Cl) II O ai (p 00 U J J N t ~ co z O Z LLi J Q w � U Q O O 05 O Lu Lu 0 PROJECT No: M35515 DESIGNER: RAP DATE 7/15/2022 REVISIONS A/A Edit -RAP 9/7/2022 THIS LAYOUT IS FOR PLACEMENT PURPOSES ONLY AND IS NOT INTENDED AS A STRUCTURAL ENGINEERING DOCUMENT. ALL BEAM SIZES NOTED PER STRUCTURAL PLAN SET. Above living room Valley Truss Systen drawn below for clarity purposes. PLAN 3B BLOCK LIST ID DESCRIPTION QTY PITCH LOW END HEIGHT BK4 2X4X22 7/16" STD 175 - - SB1 2X6 22 7/16" SHPD 25 3 0-3-15 SB1A 2X6 14 7116" SHPD 15 3 0-3-15 SB3 2XSTK 22 7/16" SHPD 10 3 1-0-15 BK6 2X6 22 7/16" STD 20 - HARDWARE LIST TYPICAL CONNECTIONS SIMPSON USP QTY "TRUSS" .GIRDER" BB02/BB07 BA05 LUS24 JUS24 11 BB03 BA05/BEAM MUS26 MUS26 6 BB04-BB06 BA05 LUS28 JUS28 9 BD01 BEAM B/O LUS24 JUS24 3 BE02-BE04 BD03 LUS24 JUS24 3 TRUSS CLIPS STC TR1 50 BA05 TBE4 SBP4 2 3:12, 8:12 & .25/12 PITCH U.N.O 0-3-15 STANDARD HEEL U.N.O. 1-0-0 OVERHANG U.N.O. vr.Fm V th N O_ See entry truss p Co framing for layout x .25/12 -0 a o 0 0 0 0 0 N 0 N 0 N 0 N Builders0 ,. FirstSource THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer. See individual design sheets for each truss design identified on the placement drawing. The building designer is responsible for permanent bracing of the roof and floor system and for the overall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibility of the building designer. Framer is responsible for accurate spacing of trusses as designed and called out on placement plan. All trusses spaced at 24" oc unless noted otherwise. SYMBOL LEGEND Attic Access Recessed Lights Return Air Grill X/1� -� I Slope & Direction Hip Framing label Valley Framing label U J J E -a 4-0 C Q U L �( Cl) O � V II N (� 00 U J U °' ~ ca z O z ui J Q � U W Q fn O O 05 O LLJ LLJ 0 PROJECT No: M35515 DESIGNER: RAP DATE 7/15/2022 REVISIONS A/A Edit -RAP 9/7/2022 THIS LAYOUT IS FOR PLACEMENT PURPOSES ONLY AND IS NOT INTENDED AS A STRUCTURAL ENGINEERING DOCUMENT. ALL BEAM SIZES NOTED PER STRUCTURAL PLAN SET. 9 m 24" O.C. w BK4 tQ IT 0 04(6 m m o 0 0 v (NT. B G.) 1 BK4 N N i i N 1 l7 (INT. BF G.) O J O O 0 o 0 0 LO .17 -JU BK4 'B10 P131C 0 U 0 U BK4 P 10 P is 0 0 _ J � ^ (D O V = O Q O Qu7 zt# M 6 0 O N C PLAN 3C BLOCK LIST ID DESCRIPTION QTY PITCH LOW END HEIGHT BK4 2X4X22 7/16" STD 175 - - SB1 2X6 22 7/16" SHPD 25 3 0-3-15 SB1A 2X6 14 7/16" SHPD 15 3 0-3-15 BK6 2X6 22 7/16" STD 12 - - SB3 2XSTK 22 7/16SHPDI 10 1 3 1-0-15 HARDWARE LIST TYPICAL CONNECTIONS SIMPSON USP OTY "TRUSS" "GIRDER" 131302/131307 BA05 LUS24 JUS24 11 BB03 BA05/BEAM MUS26 MUS26 6 BB04-BB06 BA05 LUS28 JUS28 9 TRUSS CLIPS STC TR1 50 BA05 TBE4 SBP4 2 3:12, 8:12 & .25/12 PITCH U.N.O. 0-3-15 STANDARD HEEL U.N.O. 1-0-0 OVERHANG U.N.O. Builders0 WA Fi rstSou rce THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer. See individual design sheets for each truss design identified on the placement drawing. The building designer is responsible for permanent bracing of the roof and floor system and for the overall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibility of the building designer. Framer is responsible for accurate spacing of trusses as designed and called out on placement plan. All trusses spaced at 24" oc unless noted otherwise. SYMBOL LEGEND Attic Access Recessed Lights Return Air Grill X/1� y I Slope & Direction (s�x) I Hip Framing label Valley Framing label U J J E co 4-0 C Q U U Cl) o _ V N (� 00 U J J a ~ co L z O z J LLI Q w U Q C/) O _� O U) O Lu Lu 0 PROJECT No: M35515 DESIGNER: RAP DATE 7/15/2022 REVISIONS A/A Edit -RAP 9/7/2022 THIS LAYOUT IS FOR PLACEMENT PURPOSES ONLY AND IS NOT INTENDED AS A STRUCTURAL ENGINEERING DOCUMENT. ALL BEAM SIZES NOTED PER STRUCTURAL PLAN SET. PLAN 4A BLOCK LIST ID DESCRIPTION CITY PITCH LOW END HEIGHT BK4 2X4X22 7/16" STD 175 - - SB1 2X6 22 7/16" SHPD 5 3 0-3-15 SB2 2X6 22 7/16" SHPD 5 3 0-4-11 HARDWARE LIST TYPICAL CONNECTIONS SIMPSON LISP QTY "TRUSS" "GIRDER" AB04/AB05 BEAM B/O LUS24 JUS24 3 AC03/AC04 BEAM B/O LUS24 JUS24 7 AE01-AE03,AE08 AD03 LUS24 JUS24 5 AF01 AE01 LUS24 JUS24 4 AE06 BEAM B/O LUS24 JUS24 3 TRUSS CLIPS STC STC 50 3:12 & .25/12 PITCH U.N.O. 0-3-15 STANDARD HEEL U.N.O. 1-6-0 OVERHANG U.N.O. Builders0 WA Fi rstSou rce THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer. See individual design sheets for each truss design identified on the placement drawing. The building designer is responsible for permanent bracing of the roof and floor system and for the overall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibility of the building designer. Framer is responsible for accurate spacing of trusses as designed and called out on placement plan. All trusses spaced at 24" oc unless noted otherwise. SYMBOL LEGEND Attic Access Recessed Lights Return Air Grill X/12 Slope & Direction s Hip Framing label vxx Valley Framing label U J J CU U Q •� U Q p a? 0 U ai J U 00 o_ H O Q J W }' Q (A 0 a f0 /1 0 W J W 0 PROJECT No: M35515 DESIGNER: RAP DATE 7/20/2022 REVISIONS XXXX I XXXX THIS LAYOUT IS FOR PLACEMENT PURPOSES ONLY AND IS NOT INTENDED AS A STRUCTURAL ENGINEERING DOCUMENT. ALL BEAM SIZES NOTED PER STRUCTURAL PLAN SET. 1-06- BLOCK LIST ID DESCRIPTION QTY PITCH LOW END HEIGHT BK4 2X4X22 7/16" STD 175 - - SB1 2X6 22 7/16" SHPD 5 3 0-3-15 SB2 2X6 22 7/16" SHPD 5 3 0-4-11 SB3 2XSTK 22 7/16" SHPD 5 3 1-2-12 HARDWARE LIST TYPICAL CONNECTIONS SIMPSON USP CITY"TRUSS" "GIRDER" BB04/BB05 BEAM B/O LUS24 JUS24 3 BC03 BEAM B/O LUS24 JUS24 5 BH05/BH06 BD03 LUS24 JUS24 5 BF01 131-106 LUS24 JUS24 4 BJ03 BEAM B/O LUS24 JUS24 4 TRUSS CLIPS - STC STC 50 3:12 & .25/12 PITCH U.N.O. 0-3-15 STANDARD HEEL U.N.O. 1-0-0 OVERHANG U.N.O. Builders0 ,. FirstSource THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer. See individual design sheets for each truss design identified on the placement drawing. The building designer is responsible for permanent bracing of the roof and floor system and for the overall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibility of the building designer. Framer is responsible for accurate spacing of trusses as designed and called out on placement plan. All trusses spaced at 24" oc unless noted otherwise. SYMBOL LEGEND Attic Access Recessed Lights Return Air Grill Xi12 Slope & Direction s Hip Framing label vxx Valley Framing label U J J CU U Q L — •� U 4— O CO -I 0 a , II U ai J U 00 o_ H O Q J W }' Q (A 0 a f0 /1 0 W J W 0 PROJECT No: M35515 DESIGNER: RAP DATE 7/20/2022 REVISIONS XXXX I XXXX I"HIS LAYOUT IS FOR PLACEMENT PURPOSES ONLY AND IS NOT INTENDED AS A STRUCTURAL ENGINEERING DOCUMENT. %LL BEAM SIZES NOTED PER STRUCTURAL PLAN SET. PLAN 4C BLOCK LIST ID DESCRIPTION QTY PITCH LOW END HEIGHT BK4 2X4X22 7/16" STD 175 - - SB1 2X6 22 7/16" SHPD 15 3 0-3-15 SB2 2X6 22 7/16" SHPD 5 3 04-11 SB3 2XSTK 22 7/16" SHPD - 3 1-2-12 SB4 2XSTK 22 7/16" SHPDj 5 3 1-3-15 HARDWARE LIST TYPICAL CONNECTIONS SIMPSON USP OTY "TRUSS" "GIRDER" BB04/BB05 BEAM B/O LUS24 JUS24 3 CC03-CC07 BEAM B/O LUS24 JUS24 14 BH05/BH06 BD03 LUS24 JUS24 5 BF01 BH06 LUS24 JUS24 4 CM02/CM03 BEAM B/O LUS24 JUS24 10 TRUSS CLIPS STC STC 50 3:12 & .25/12 PITCH U.N.O. 0-3-15 STANDARD HEEL U.N.O. 1-0-0 OVERHANG U.N.O. Builders0 WA Fi rstSou rce THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer. See individual design sheets for each truss design identified on the placement drawing. The building designer is responsible for permanent bracing of the roof and floor system and for the overall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibility of the building designer. Framer is responsible for accurate spacing of trusses as designed and called out on placement plan. All trusses spaced at 24" oc unless noted otherwise. SYMBOL LEGEND Attic Access Recessed Lights Return Air Grill X/12 Slope & Direction s Hip Framing label vxx Valley Framing label U J J CU U Q L U �: 0 U a? 0 U a� J J 00 .. T- H O Q J W Q 0 a f0 /1 0 W J W 0 PROJECT No: M35515 DESIGNER: RAP DATE 7/20/2022 REVISIONS XXXX I XXXX THIS LAYOUT IS FOR PLACEMENT PURPOSES ONLY AND IS NOT INTENDED AS A STRUCTURAL ENGINEERING DOCUMENT. ALL BEAM SIZES NOTED PER STRUCTURAL PLAN SET. PLAN 4A BLOCK LIST ID DESCRIPTION QTY PITCH LOW END HEIGHT BK4 2X4X22 7/16" STD 175 SB1 2X6 22 7/16" SHPD 10 3 0-3-15 SB2 2X6 22 7/16" SHPD 10 3 0-4-11 HARDWARE LIST TYPICAL CONNECTIONS SIMPSON USP QTY "TRUSS" "GIRDER" AB04/AB05 BEAM B/O LUS24 JUS24 3 AC03 BEAM B/O LUS24 JUS24 10 AE01-AE03,AE08 AD03 LUS24 JUS24 5 AF01 AE01 LUS24 JUS24 4 AE06 BEAM B/O LUS24 JUS24 3 TRUSS CLIPS STC STC 50 3.12 & .25/12 PITCH U.N.O. 0-3-15 STANDARD HEEL U.N.O. 1-6-0 OVERHANG U.N.O. Builders0 WA Fi rstSou rce THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer. See individual design sheets for each truss design identified on the placement drawing. The building designer is responsible for permanent bracing of the roof and floor system and for the overall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibility of the building designer. Framer is responsible for accurate spacing of trusses as designed and called out on placement plan. All trusses spaced at 24" oc unless noted otherwise. SYMBOL LEGEND Attic Access Recessed Lights Return Air Grill X/12 —11� I Slope & Direction U J J fn CEa Q L m U a� W 0- 0 J W W 0 Hip Framing label Valley Framing label Q O � II 00 PROJECT No: M35515 DESIGNER: RAP DATE 7/20/2022 REVISIONS Delta 3 - RAP 9/8/2022 THIS LAYOUT IS FOR PLACEMENT PURPOSES ONLY AND IS NOT INTENDED AS A STRUCTURAL ENGINEERING DOCUMENT. ALL BEAM SIZES NOTED PER STRUCTURAL PLAN SET. t-- ���,NE BLOCK LIST ID DESCRIPTION QTY PITCH LOW END HEIGHT BK4 2X4X22 7/16" STD 175 - - SB1 2X6 22 7/16" SHPD 10 3 0-3-15 SB2 2X6 22 7/16" SHPD 10 3 04-11 SB3 2XSTK 22 7/16" SHPD 5 3 1-2-12 HARDWARE LIST TYPICAL CONNECTIONS SIMPSON USP QTY "TRUSS" "GIRDER" BB04/BB05 BEAM B/O LUS24 JUS24 3 BC03 BEAM B/O LUS24 JUS24 5 BH05IBH06 BD03 LUS24 JUS24 5 BF01 BH06 LUS24 JUS24 4 BJ03 BEAM B/O LUS24 JUS24 4 TRUSS CLIPS STC STC 50 3:12 & .25/12 PITCH U.N.O. 0-3-15 STANDARD HEEL U.N.O 1-0-0 OVERHANG U.N.O. Builders0 WA Fi rstSou rce THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer. See individual design sheets for each truss design identified on the placement drawing. The building designer is responsible for permanent bracing of the roof and floor system and for the overall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibility of the building designer. Framer is responsible for accurate spacing of trusses as designed and called out on placement plan. All trusses spaced at 24" oc unless noted otherwise. SYMBOL LEGEND Attic Access Recessed Lights Return Air Grill Xi12 Slope & Direction s Hip Framing label vxx Valley Framing label U J J ECU U Q L — •� U 4- M O CO -I 0 a , II U ai J U 00 D_ H O Q J W }' Q (A 0 a ff0^ vJ 0 W J W 0 PROJECT No: M35515 DESIGNER: RAP DATE 7/20/2022 REVISIONS Delta 3 - RAP 9/8/2022 I -HIS LAYOUT IS FOR PLACEMENT PURPOSES ONLY AND IS NOT INTENDED AS A STRUCTURAL ENGINEERING DOCUMENT. %LL BEAM SIZES NOTED PER STRUCTURAL PLAN SET. PLAN 4C BLOCK LIST ID DESCRIPTION QTY PITCH LOW END HEIGHT BK4 2X4X22 7/16" STD 175 - SB1 2X6 22 7/16" SHPD 15 3 0-3-15 SB2 2X6 22 7/16" SHPD 5 3 0-4-11 SB3 2XSTK 22 7/16" SHPD - 3 1-2-12 SB4 2XSTK 22 7/16" SHPD 5 3 1-3-15 HARDWARE LIST TYPICAL CONNECTIONS SIMPSON USP QTY "TRUSS" "GIRDER" BB04/BB05 BEAM B/O LUS24 JUS24 3 CC03-CC07 BEAM B/O LUS24 JUS24 14 BH05/BHO6 BD03 LUS24 JUS24 5 BF01 131-106 LUS24 JUS24 4 CM02/CM03 BEAM B/O LUS24 JUS24 10 TRUSS CLIPS STC STC 50 3.12 & .25/12 PITCH U.N.O. 0-3-15 STANDARD HEEL U.N.O. 1-0-0 OVERHANG U.N.O. Builders0 WA Fi rstSou rce THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer. See individual design sheets for each truss design identified on the placement drawing. The building designer is responsible for permanent bracing of the roof and floor system and for the overall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibility of the building designer. Framer is responsible for accurate spacing of trusses as designed and called out on placement plan. All trusses spaced at 24" oc unless noted otherwise. SYMBOL LEGEND Attic Access Recessed Lights Return Air Grill Xi12 —11� I Slope & Direction Sxx Hip Framing label vxx Valley Framing label PROJECT No: M35515 DESIGNER: RAP DATE 7/20/2022 REVISIONS Delta 3 - RAP 9/8/2022 Job Truss Truss Type Qty Ply P1-PLAN 1 AA00 Common 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Scale = 1:50.4 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:20:10 Page: 1 ID:jpKpOeUMegVbE2OYkXswUoyt6mo-g6ln?LXNPRn_8Q4gg?Oh7p9OKKJwLgH_ZYIJRkysDOq -1-9-0 4-11-0 10-3-0 15-7-0 20-6-0 22-3-0 1-9-0 4-11-0 5-4-0 5-4-0 4-11-0 1-9-0 4x6= 2x4 n 2x4 n 2x4 n 2x4 n 2x4 a 2x4 n 5x6a 31r 2x4n 8 9 10 11 3x6= 3x10 n 1.5x4 n 1.5x4 n 1.5x4 n 3x6= 3x4= 1.5x4n 6x8= 6x8 = 1.5x4 n 1.5x4 n 3x10n 6-3-0 14-3-0 20-6-( 6-3-0 8-0-0 6-3-0 Plate Offsets (X, Y): [3:0-3-0,Edge], [15:0-3-0,Edge], [19:0-3-9,0-3-0], [27:0-3-9,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.34 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.83 Horz(CT) 0.01 23 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 100 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G *Except* T2:2x6 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING BOT CHORD 2-37=-696/743, 2-37=-382/429, 2-38=-1566/1699, 28-38=-981/1020, 28-39=-302/341, 2740=-1440/1467, 2640=-1203/1215, 25-26=-965/992, 24-25=-638/666, 2441=-491 /518, 2341=-231 /258, 2243=-231 /258, 2143=-491 /518, 2144=-637/750, 2044=-965/992, 2045=-1203/1229, 1945=-1440/1467 18-46=-283/333 TOP CHORD Structural wood sheathing directly applied or 1847=-962/1002, 16-47=-1611/1681, 4-9-2 oc purlins. 16-48=-379/474, 16-48=-694/788 BOT CHORD Rigid ceiling directly applied or 4-10-6 oc WEBS 4-28=-1838/1737, 14-18=-1850/1734, racing. 14-19=-2208/2173, 4-27=-2205/2170 MiTek recommends that Stabilizers and NOTES required cross bracing be installed during 1) Unbalanced roof live loads have been considered for this truss erection, in accordance with Stabilizer design. Installation guide. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) REACTIONS All bearings 20-6-0. Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. (lb) - Max Horiz 2=47 (LC 47), 29=-47 (LC 47) 11; Exp C; Enclosed; MWFRS (envelope) exterior zone Max Uplift All uplift 100 (lb) or less atjoint(s) 1 (l) and C-C Exterior(2E) -1-9-7 to 1-1-4, Interior (1) 1-1-4 to 20, 21i except 2=-613 3, 24,20 10-3-0, Exterior(2R) 10-3-0 to 13-3-0, Interior (1) 13-3-0 29 1 =- (LC 32), (LC(LC 29), C 32),92 to 22-3-7 zone; cantilever left and right exposed ; end , 40), (LC 18=31), l69627=-(89 0), 1292 (99 vertical left and right exposed;C-C for members and 30 2 -1699 30), forces & MWFRS for reactions shown; Lumber , (LC 37), 29=-613 0 DOL=1.60 plate grip DOL=1.60 (LC 37) 3) Truss designed for wind loads in the plane of the truss Max Grav All reactions 250 (lb) or less at joint 0 lb) only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, (sl 2Q 20 22, 26 except 3, 24, 2 or consult qualified building designer as perANSI/TPI 1. 2=665 (LC 50), =665250 49) 2=665 (L (LC 49), 4) All plates are 2x4 MT20 unless otherwise indicated. 9), 19= (LC 49), 18= 849 (L 50 (LC 5) Gable requires continuous bottom chord bearing. 2 250 (L 51 , 2 1849 0 6) Gable studs spaced at 1-4-0 oc. (LC 50), (LC 50) 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 8) * This truss has been designed for a live load of 20.Opsf (lb) or less except when shown. on the bottom chord in all areas where a rectangle TOP CHORD 2-3=-1751/1737, 3-4=-982/496, 3-06-00 tall by 2-00-00 wide will fit between the bottom 4-5=-1956/1977, 5-35=-1485/1530, chord and any other members. 6-35=-1112/1167, 6-7=-992/1032, 9) A plate rating reduction of 20% has been applied for the 7-8=-505/558, 10-11=-505/560, green lumber members. 11 -1 2=-992/1039, 12-36=-1111/1164, 10) Provide mechanical connection (by others) of truss to 13-36=-1485/1527, 13-14=-1958/1971, bearing plate capable of withstanding 100 lb uplift at joint 14-15=-1031/515, 15-16=-1739/1734 (s) 23, 24, 26, 21, 20 except Qt=lb) 2=613, 27=1289, 28=1699, 19=1291, 18=1695, 16=619, 2=613, 16=619. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total drag load of 7300 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 20-6-0 for 356.1 plf. 14) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 1 A1300 Common Structural Gable 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:20:12 Page: 1 I D: W FNxzCPLaU W Hgwumfm?geWyt6Up-Eh_vdMZGhMAZ?upPL7aPIRnSzYISY9IQFWXz13ysDOn 1,-1-9-81, 5-5-5 I, 11-2-9 19-9-0 I, 33-1-0 1, 36-0-0 1,37-9-0 1 9 8 5-5-5 5-9-4 8-6-7 13-4-0 _0 1 0 3x10n � 2 4x8= 3 1011 121314 4x6, 856 g 15 5�6 1.5x4n 4x8; 6 7 17 18 19 4x8-- 3310o 5 S S S S S Sr,S 20 7x8-- 21 22 S S 10 S 11 23 2425 4x5n S1 55 50 S1 S1 S1 S 26 27 258 n8 4 1_2 1 0-3-i 1 28 59 44 60 4342 1.5x4n 61 45 41 62 4063316437653666356734683369327031713Cr719 3x6= 3x4= 6x8= 1.5x4n 1.5x4n 5x6= 1.5x4n 1.5x4n 4x8n 4x5n 3x6= 1.5x4n 1.5x4n 1.5x4n 1.5x4n 1.5x411 1.5x4 n 6x12= 7x8= 1.5x4 n 36-0-0 1 3-3-11 L 10-10-14 20-7-7 31-9-0 35-4-4 1, 7-7-4 9-8-9 11-1-9 Camber = 3/16 in 0-7-12 Scale = 1:71.3 Plate Offsets (X, Y): [4:0-4-0,Edge], [5:0-1-0,0-2-0], [12:04-0,Edge], [24:0-4-0,Edge], [26:0-2-8,0-1-13], [28:Edge,0-3-9], [32:0-3-9,0-3-8], [38:0-3-0,0-0-9], [41:0-0-4,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.11 41-43 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.27 41-43 >420 180 BCLL 0.0* Rep Stress Incr NO WB 0.91 Horz(CT) 0.02 40 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 229 lb FT = 20% LUMBER TOP CHORD 2-55=-822/859, 3-55=-677/656, 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) TOP CHORD 2x6 DF No.2 G *Except* T4,T1:2x4 DF No.2 3-4=-2290/2311, 4-5=-1262/1328, Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. G 5-6=-2536/2556, 6-7=-2028/2049, 11; Exp C; Enclosed; MWFRS (envelope) exterior zone BOT CHORD 2x4 DF No.2 G 7-8=-1731/1782, 8-56=-1516/1555, and C-C Exterior(2E)-1-9-15 to 1-9-4, Interior (1) 1-9-4 WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 9-56=-1430/1473, 9-10=-1200/1281, to 19-9-0, Exterior(2R) 19-9-0 to 23-4-3, Interior (1) Stud G *Except* W6:2x4 DF No.2 G 10-11=-924/991, 11-12=-743/819, 23-4-3 to 37-9-7 zone; cantilever left and right exposed ; OTHERS 2x4 DF No.2 G or 2x4 DF Sid G or 2x4 DF 12-13=-623/685, 13-14=-634/724, end vertical left and right exposed;C-C for members and Stud G *Except* ST16:2x4 DF No.2 G 14-15=-416/499, 16-17=423/474, forces & MWFRS for reactions shown; Lumber 17-18=-698/742, 18-19=-971/1009, DOL=1.60 plate grip DOL=1.60 BRACING 19-20=-1245/1267, 20-21=-1525/1542, 3) Truss designed for wind loads in the plane of the truss TOP CHORD Structural wood sheathing directly applied or 21-22=-1837/1838, 22-23=-2047/2042, only. For studs exposed to wind (normal to the face), 4-1-10 oc purlins, except end verticals. 25-26=-361/368, 26-28=-260/324 see Standard Industry Gable End Details as applicable, BOT CHORD Rigid ceiling directly applied or 6-0-0 oc BOT CHORD 2-58=-383/384, 2-59=-821/800, or consult qualified building designer as perANSI/TPI 1. bracing, Except: 44-59=-540/582, 44-60=-1812/1885, 4) All plates are 2x4 MT20 unless otherwise indicated. 4-7-13 oc bracing: 43-44 43-60=-324/397, 4243=-1077/1155, 5) Gable studs spaced at 1-4-0 oc. 5-9-2 oc bracing: 34-35 42-61=-908/985, 41-61=-955/1032, 6) This truss has been designed for a 10.0 psf bottom 5-2-9 oc bracing: 33-34 41-62=-504/550, 40-62=-328/373, chord live load nonconcurrent with any other live loads. 4-9-9 oc bracing: 32-33. 37-64=-408/454, 37-65=-517/563, 7) * This truss has been designed for a live load of 20.Opsf JOINTS 1 Brace at Jt(s): 46, 36-65=-678/724, 36-66=-705/751, on the bottom chord in all areas where a rectangle 48,50 35-66=-949/994, 35-67=-1083/1127, 3-06-00 tall by 2-00-00 wide will fit between the bottom MiTek recommends that Stabilizers and 34-67=-1219/1265, 34-68=-1353/1400, chord and any other members. required cross bracing be installed during 33-68=-1490/1535, 33-69=-1625/1562, 8) A plate rating reduction of 20% has been applied for the truss erection, in accordance with Stabilizer 32-69=-1760/1806, 32-70=-529/551, green lumber members. Installation guide. 31-70=-370/308, 31-71=-259/281, 9) Provide mechanical connection (by others) of truss to 29-72=-241/263, 28-29=-342/364 bearing plate capable of withstanding 100 lb uplift atjoint REACTIONS All bearings 35-6-0. except 28=0-3-8, 29=0-3-8 WEBS 5-50=-1596/1695, 49-50=-1595/1696, (s) 39, 37, 36, 35, 34 except Qt=lb) 2=349, 28=657, (lb) - Max Horiz 2=88 (LC 16), 52=88 (LC 16) 49-51=-1583/1676, 48-51=-1481/1459, 41=594, 40=171, 33=105, 32=2348, 31=2747, 30=129, Max Uplift All uplift 100 (lb) or less at joint(s) 4748=-1496/1460, 46-47=-1497/1461, 43=654, 44=803, 29=446, 2=349. 34, 35, 36, 37, 39 except 2=-349 4546=-1505/1468, 41-45=-1528/1491, 10) This truss is designed in accordance with the 2018 (LC 29), 28=-658 (LC 32), 29=446 1341=-677/573, 1441=-353/356, International Building Code section 2306.1 and (LC 31), 30=-130 (LC 40), 22-32=-374/344, 23-31=-2822/2789, referenced standard ANSI/TPI 1. 31=-2747 (LC 32), 32=-2349 (LC 5-43=-983/822, 43-51=492/334, 11) This truss has been designed for a moving concentrated 39), 33=-106 (LC 39), 40=-171 (LC 3-43=-1211/1096, 3-44=-1823/1687, load of 6.01b dead located at all mid panels and at all 48), 41=-595 (LC 30), 43=-655 (LC 23-32=-3466/3513 panel points along the Bottom Chord, nonconcurrent with 37), 44=-803 (LC 37), 52=-349 (LC NOTES any other live loads. 29) 1) Unbalanced roof live loads have been considered for this 12) This truss has been designed for a total drag load of Max Grav All reactions 250 (lb) or less at joint design. 7300 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) (s) 30, 33, 34, 35, 36, 37, 39, 40 Connect truss to resist drag loads along bottom chord except 2=357 (LC 50), 28=659 (LC from 0-0-0 to 36-0-0 for 202.8 plf. 49), 29=452 (LC 50), 31=2833 (LC 13) This truss is designed for a creep factor of 3.01, which is 49), 32=2332 (LC 50), 41=925 (LC used to calculate the Vert(CT) deflection perANSI/TPI 1. 49), 43=929 (LC 50), 44=976 (LC LOAD CASE(S) Standard 50), 52=357 (LC 50) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Job Truss Truss Type Qty Ply P1-PLAN 1 AB01 Common 4 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:20:13 Page: 1 ID:T1 A9XfaLPUQKtjYs_4uaY?yuYeO-iuYl riauSflQd2Obvg5eHfJefxeWHhrZUAG WaVysDOm 20-7-12 36-0-0 -1-9-0 4-11-9 11-10-9 19-9-0 27-8-12 35-2-4 1-9-0 4-11-9 6-11-0 7-10-7 7-0-15 7-5-9 0-10-13 0-9-12 1.5x4 n 5x8= 6 7 23 24 12 3x6 - 3x4. "I 3x6 3 5 8 6x8. M <h 06 T 1.&4. 4 25 3x4. '63 9 10 226 22 0-3-�5211 1 27 18 17 16 28 14 13 29 15 180 3x6= 3x10= 3x6= 3x6= 315 3x6= 4x5= 3x 2x6n 36-0-0 20-8-12 35-3-4 7-7-11 16-0-8 20-7-12 27-8-12 35-2-4 7-7-11 8-4-12 4-7-5 7-0-0 7-5-9 0-0-15 0-1-0 0-8-12 Camber = 1/4 in Scale = 1:68.6 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.12 16-18 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.35 16-18 >708 180 BCLL 0.0* Rep Stress Incr YES WB 0.60 Horz(CT) 0.02 15 n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix-MSH Weight: 169 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at mid t 8-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 0-5-8. except 11=0-3-8 (lb) - Max Horiz 2=96 (LC 16) Max Uplift All uplift 100 (lb) or less atjoint(s) except 2=-149 (LC 8), 11=-644 (LC 1), 12=-158 (LC 13), 15=-183 (LC 8) Max Grav All reactions 250 (lb) or less at joint (s) 11 except 2=729 (LC 25), 12=944 (LC 26), 15=2071 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-22=-1697/263, 3-22=-1649/276, 3-4=-1172/139, 4-5=-1065/155, 5-23=-35/403, 6-23=-17/462, 6-7=-88/1143, 7-24=-110/1221, 8-24=-127/1116, 8-25=-191/526, 9-25=-252/495, 10-11=-170/522 BOT CHORD 2-26=-88/479, 2-26=-88/479, 2-27=-317/1634, 18-27=-317/1634, 17-18=-134/548, 16-17=-134/548, 16-28=-908/193, 15-28=-908/193, 14-15=-485/186, 13-14=485/186 WEBS 5-18=-12/722, 5-16=-1018/251, 6-16=-110/862, 6-15=-1329/222, 8-15=-1011/162, 8-13=0/269, 9-12=-822/276, 9-13=-354/180, 7-15=-468/154, 3-18=-602/190 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-9-7 to 1-9-12, Interior (1) 1-9-12 to 19-9-0, Exterior(21R) 19-9-0 to 23-4-3, Interior (1) 234-3 to 35-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 148 lb uplift at joint 2, 182 lb uplift at joint 15, 643 lb uplift at joint 11 and 158 Ib uplift at joint 12. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 1 VT18 Valley 3 Job Reference (optional) Builder FirstSource, M.BRITT Camber = 1/4 in Scale = 1:45.7 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Thu Sep 29 16:27:19 Page: 1 ID:UnKSTgN075mAfARXvOYTRFyYiZ?-uTANhoJlpJzQ1 WONiLXQGsfyvUzLgT_QDcaXWKyYhUe 1-148-4-5 15-94 1-148-4-5 7-5-3 3x6; 1.5x4 n 3L 12 8-4-5 15-9-8 8-4-5 7-5-3 6x8= 2x4 n LO 0 \ o v o� N CD (M Cl) PM CM \ 7 V m � M O M O Plate Offsets (X, Y): [1:0-2-10,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.13 5-7 >745 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.36 5-7 >276 180 BCLL 0.0* Rep Stress Incr YES WB 0.15 Horz(CT) 0.00 3 n/a n/a BCDL 7.0 Code IBC2018/TPI2014 Matrix-MSH Weight: 63 lb FT = 20 % LUMBER 6) A plate rating reduction of 20% has been applied for the TOP CHORD 2x4 DF No.2 G green lumber members. BOT CHORD 2x4 DF No.2 G 7) Refer to girder(s) for truss to truss connections. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 8) Bearing atjoint(s) 1 considers parallel to grain value Stud G using ANSI/TPI 1 angle to grain formula. Building BRACING designer should verify capacity of bearing surface. TOP CHORD Structural wood sheathing directly applied or 9) Provide mechanical connection (by others) of truss to 6-0-0 oc purlins, except end verticals. bearing plate capable of withstanding 100 lb uplift at joint BOT CHORD Rigid ceiling directly applied or 6-0-0 oc (s) 1, 3 except Qt=lb) 5=114. racing. 10) Non Standard bearing condition. Review required. 11) Beveled plate or shim required to provide full bearing MiTek recommends that Stabilizers and surface with truss chord at joint(s) 1, 5. required cross bracing be installed during 12) This truss is designed in accordance with the 2018 truss erection, in accordance with Stabilizer International Building Code section 2306.1 and Installation guide. referenced standard ANSI/TPI 1. REACTIONS All bearings 0-3-8. except 4= Mechanical 13) This truss has been designed for a moving concentrated (lb) - Max Horiz 1=44 (LC 1), 4=43 (LC 11), 5=33 load of 6.01b dead located at all mid panels and at all (LC 11) panel points along the Bottom Chord, nonconcurrent with Max Uplift All uplift 100 (lb) or less atjoint(s) any other live loads. 1, 3 except 5=-115 (LC 13) 14) Gap between inside of top chord bearing and first Max Grav All reactions 250 (lb) or less at joint diagonal or vertical web shall not exceed 0.500in. (s) 3, 4 except 1=261 (LC 1), 15) This truss is designed for a creep factor of 3.01, which is 5=798 (LC 1) used to calculate the Vert(CT) deflection per ANSI/TPI 1. FORCES (Ib) - Max Com /Max Ten -All forces 250 LOAD CASE(S) Standard (lb) or less except when shown. WEBS 2-5=-612/482 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. Job Truss Truss Type Qty Ply P1-PLAN 1 VT19 Roof Special 1 Job Reference (optional) Builder FirstSource, M.BRITT N 0 Camber = 1/4 in Scale = 1:46.4 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Thu Sep 29 16:27:19 Page: 1 ID:P9XDy0vo77gcJCKra3IAp2yYiUQ-uTANhoJlpJzQ1 WONiL XQGsfuYUzggUQQDcaXWKyYhUe 1 2 1- -1 S ST 3 1211 13 10 14 9 15 2x4 n 8 3L 16 12 -12 1 8-3-12 �. 1 8-2-0 -12 16-7-8 8-3-12 4x5 n 4x6 n \ \ co N N \ \ C? 0 \ rn 0 0 7 N 7 cM v v o c%� 00 N (V \ \ \ M 0 M 0 \ Plate Offsets (X, Y): [6:Edge,0-3-9] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.18 7-8 >522 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.39 10-11 >263 180 BCLL 0.0` Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 9 n/a n/a BCDL 7.0 Code IBC2018/TPI2014 Matrix-MSH Weight: 66 lb FT = 20 % LUMBER 7) This truss has been designed for a 10.0 psf bottom TOP CHORD 2x4 DF No.2 G chord live load nonconcurrent with any other live loads. BOT CHORD 2x4 DF No.2 G 8) " This truss has been designed for a live load of 20.Opsf WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF on the bottom chord in all areas where a rectangle Stud G 3-06-00 tall by 2-00-00 wide will fit between the bottom OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF chord and any other members. Stud G 9) A plate rating reduction of 20% has been applied for the BRACING green lumber members. TOP CHORD Structural wood sheathing directly applied or 10) Refer to girder(s) for truss to truss connections. 10-0-0 oc purlins, except end verticals. 11) Provide mechanical connection (by others) of truss to BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bearing plate capable of withstanding 64 lb uplift at joint racing. 7, 45lb uplift at joint 12 and 168lb uplift at joint 9. 12) Beveled plate or shim required to provide full bearing MiTek recommends that Stabilizers and surface with truss chord atjoint(s) 12, 9. required cross bracing be installed during 13) This truss is designed in accordance with the 2018 truss erection, in accordance with Stabilizer International Building Code section 2306.1 and Installation guide. referenced standard ANSI/TPI 1. REACTIONS (lb/size) 7=235/ Mechanical, (min. 0-1-8), 14) This truss has been designed for a moving concentrated 9=838/0-3-8, (min. 0-1-8), load of 6.01b dead located at all mid panels and at all 12=267/0-3-8, (min. 0-1-8) panel points along the Bottom Chord, nonconcurrent with Max Horiz 7=127 (LC 11) any other live loads. =-6 Max Uplift 7=-64 (LC 9), 9=-168 (LC 8), 15) This truss is designed for a creep factor of 3.01, which is 145 (LC 9) used to calculate the Vert(CT) deflection per ANSI/TPI 1. FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 LOAD CASE(S) Standard (lb) or less except when shown. WEBS 4-9=-527/394 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 4-0-0 oc. Job Truss Truss Type Qty Ply P1-PLAN 1 VT20 Flat Girder 1 1 Job Reference (optional) Builder FirstSource, M.BRITT u� N N Scale = 1:58.2 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Thu Sep 29 16:27:19 Page: 1 I D:tL5bAMwRuQoTwMv17mpPM FyYiU P-uTANhoJlpJzQ1 WONiLXQGsfuoU 1 xgUaQDcaXWKyYhUe 0-3-9 7-0-0 6-8-7 6-4-14 0-3-9 0-3-9 5x6 n 5x6 n 1 13 14 2 4x5 n 1.5x4 n 1.5x4 n 1.5x4 n 4x5n NAILED NAILED NAILED NAILED N Plate Offsets (X, Y): [2:Edge,0-3-9], [3:Edge,0-3-9] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.00 6-7 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.24 Vert(CT) -0.01 6-7 >999 180 BCLL 0.0` Rep Stress Incr NO WB 0.12 Horz(CT) 0.00 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 57 lb FT = 20 % LUMBER 7) " This truss has been designed for a live load of 20.Opsf TOP CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1 &Btr G on the bottom chord in all areas where a rectangle BOT CHORD 2x4 DF No.2 G 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF chord and any other members, with BCDL = 7.Opsf. Stud G 8) A plate rating reduction of 20% has been applied for the OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF green lumber members. Stud G 9) Refer to girder(s) for truss to truss connections. BRACING 10) Provide mechanical connection (by others) of truss to TOP CHORD Structurall wood Structural wood sheathing directly applied or bearing plate capable of withstanding 100 lb uplift at joint 6tru0 except end verticals. (s) 6 except Qt=lb) 7=238, 3=294, 4=199. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 11) Non Standard bearing condition. Review required. racing. 12) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and MiTek recommends that Stabilizers and referenced standard ANSI/TPI 1. required cross bracing be installed during 13) This truss has been designed for a moving concentrated truss erection, in accordance with Stabilizer load of 6.01b dead located at all mid panels and at all Installation guide. panel points along the Bottom Chord, nonconcurrent with REACTIONS All bearings 7-0-0. except 3= Mechanical bearings 7- -0. any other live loads. 14) "NAILED" indicates Girder: 3-10d (0.148" x 3") toe -nails (lb) - Max Hori(LC 4) per NDS guidelines. Max Uplift All uplift 100 (lb) or less atjoint(s) 6 15) This truss is designed for a creep factor of 3.01, which is except 3=-295 (LC 5), 4=-199 (LC used to calculate the Vert(CT) deflection per ANSI/TPI 1. 4), 7=-238 (LC 4) 16) In the LOAD CASE(S) section, loads applied to the face Max Grav All reactions 250 (lb) or less at joint of the truss are noted as front (F) or back (B). (s) 5, 6 except 3=296 (LC 15), 4=291 (LC 7), 7=465 (LC 1) LOAD CASE(S) Standard FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 1) Dead + Roof Live (balanced): Lumber Increase=1.25, (lb) or less except when shown. Plate Increase=1.25 TOP CHORD 1-13=-281/88, 13-14=-281/88, 2-14=-281/88 Uniform Loads Vert: 8, 3-7 4 WEBS 8-9=-89/284 , rated Concentrated Loads (lb) Loads (l NOTES Vert: 7=-228 (B), 6=-18 (B), 5=-18 (B), 4=-19 (B) 1) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply P1-PLAN 1 VT21 Valley 1 Job Reference (optional) Builder FirstSource, M.BRITT Camber = 1/4 in Scale = 1:45.7 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Thu Sep 29 16:27:19 Page: 1 I D: U n KSTq N 075mAfARXvOYTRFyYiZ?-QGd?TS Ig2?rZPM pA8eOBje6nA4d650kH_yaz_tyYh Uf 1-148-4-5 15-94 1-148-4-5 7-5-3 3x6; 1.5x4 n 3L 12 8-4-5 15-9-8 8-4-5 7-5-3 6x8= 2x4 n LO 0 \ o v o� N CD (M Cl) PM CM \ 7 V m � M O M O Plate Offsets (X, Y): [1:0-2-10,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.13 5-7 >745 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.36 5-7 >276 180 BCLL 0.0* Rep Stress Incr YES WB 0.15 Horz(CT) 0.00 3 n/a n/a BCDL 7.0 Code IBC2018/TPI2014 Matrix-MSH Weight: 63 lb FT = 20 % LUMBER 6) A plate rating reduction of 20% has been applied for the TOP CHORD 2x4 DF No.2 G green lumber members. BOT CHORD 2x4 DF No.2 G 7) Refer to girder(s) for truss to truss connections. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 8) Bearing atjoint(s) 1 considers parallel to grain value Stud G using ANSI/TPI 1 angle to grain formula. Building BRACING designer should verify capacity of bearing surface. TOP CHORD Structural wood sheathing directly applied or 9) Provide mechanical connection (by others) of truss to 6-0-0 oc purlins, except end verticals. bearing plate capable of withstanding 100 lb uplift at joint BOT CHORD Rigid ceiling directly applied or 6-0-0 oc (s) 1, 3 except Qt=lb) 5=126. racing. 10) Non Standard bearing condition. Review required. 11) Beveled plate or shim required to provide full bearing MiTek recommends that Stabilizers and surface with truss chord at joint(s) 1, 5. required cross bracing be installed during 12) This truss is designed in accordance with the 2018 truss erection, in accordance with Stabilizer International Building Code section 2306.1 and Installation guide. referenced standard ANSI/TPI 1. REACTIONS All bearings 0-3-8. except 4= Mechanical 13) This truss has been designed for a moving concentrated (lb) - Max Horiz 1=44 (LC 1), 4=43 (LC 11), 5=33 load of 6.01b dead located at all mid panels and at all (LC 11) panel points along the Bottom Chord, nonconcurrent with Max Uplift All uplift 100 (lb) or less atjoint(s) any other live loads. 1, 3 except 5=-126 (LC 8) 14) Gap between inside of top chord bearing and first Max Grav All reactions 250 (lb) or less at joint diagonal or vertical web shall not exceed 0.500in. (s) 3, 4 except 1=261 (LC 1), 15) This truss is designed for a creep factor of 3.01, which is 5=798 (LC 1) used to calculate the Vert(CT) deflection per ANSI/TPI 1. FORCES (Ib) - Max Com /Max Ten -All forces 250 LOAD CASE(S) Standard (lb) or less except when shown. WEBS 2-5=-612/482 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. Job Truss Truss Type Qty Ply P1-PLAN 1 VT22 Valley Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Thu Sep 29 16:27:19 Page: 1 ID:Zx7f5v8PRYpLLS9UmoU6FyyYiIV-uTANhoJlpJzQ1 WONiLXQGsf5aU3mgRxQDcaXWKyYhUe 19-0-7 18-6-13 5-10 0-5-1 3x6= 3x6= 13 14 2x4 n 15 11 16 10 17 9 18 8 19 2x4 n 3x4= 1.5x4n 1.5x4n 3x4= 4-0-0 16-0-0 19-6-1 Scale=1:52.5 4-0-0 12-0-0 3-6-1 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.12 Vert(TL) n/a n/a 999 BCLL 0.0' Rep Stress Incr YES WB 0.28 Horiz(TL) 0.00 7 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 130 lb FT = 20 % LUMBER 3) Truss designed for wind loads in the plane of the truss TOP CHORD 2x4 DF No.2 G only. For studs exposed to wind (normal to the face), BOT CHORD 2x4 DF No.2 G see Standard Industry Gable End Details as applicable, WEBS 2x6 DF No.2 G *Except* W3,W2:2x4 DF No.2 or consult qualified building designer as per ANSI/TPI 1. G or 2x4 DF Std G or 2x4 DF Stud G 4) Provide adequate drainage to prevent water ponding. OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 5) Gable requires continuous bottom chord bearing. Stud G 6) Truss to be fully sheathed from one face or securely BRACING braced against lateral movement (i.e. diagonal web). TOP CHORD Structural wood sheathing directly applied or Structuralwoodpurlins, 7) Gable studs spaced at 4-0-0 oc. 1 except end verticals. oc ertic 8) This truss has been designed for a 10.0 psf bottom BOT CHORD Rigid ceiling directly applied or oc chord live load nonconcurrent with any other live loads. ' racing. 9) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle MiTek recommends that Stabilizers and 3-06-00 tall by 2-00-00 wide will fit between the bottom required cross bracing be installed during chord and any other members, with BCDL = 7.Opsf. truss erection, in accordance with Stabilizer 10) A plate rating reduction of 20% has been applied for the Installation guide. green lumber members. REACTIONS All bearings 19-6-1. 11) Provide mechanical connection (by others) of truss to (lb) -Max Horiz 12=-292 (LC 8) 12All bearing plate capable of withstanding 100 lb uplift at joint (s) 10, 9 except Qt=lb) 12=206, 7=150, 8=187, 11=244. Max Uplift or l ss tj joint(s) uplift 100 (lb) or less atjoint(s) 12) This truss is designed in accordance with the 2018 9, 10 except 7b) (L ), 8=-1 International Building Code section 2306.1 and (LC 8), 11=-244 (LC 1 referenced standard ANSI/TPI 1. (LC 8) re ct Max Grav A11 reactions 250 (lb) or less at joint (lb) 13) This truss has been designed for a moving concentrated (sl except (LC 20), (s) 7, 2 e load of 6.01b dead located at all mid panels and at all 2), 10=41108 (LC 2), 9=415 ((LC panel points along the Bottom Chord, nonconcurrent with 11 19) any other live loads. 14) This truss is designed for a creep factor of 3.01, which is FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 used to calculate the Vert(CT) deflection per ANSI/TPI 1. (lb) or less except when shown. TOP CHORD 1 12- 231/374 6 7= 160/278 LOAD CASE(S) Standard BOT CHORD 12-15=-372/407, 11-15=-372/407 WEBS 2-11=-282/205, 3-10=-269/197, 4-9=-275/201, 5-8=-263/192, 6-8=-242/268, 1 - 11 =-350/377 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Job Truss Truss Type Qty Ply P1-PLAN 1 VT23 Valley Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Thu Sep 29 16:27:19 Page: 1 ID:5hP6CfgTQ8a4Kr9ul9eLtryYhsV-uTANhoJlpJzQ1 WONiLXQGsf5aU3mgSfODcaXWKyYhUe T o r. o m rn rn M I-L r; L6 L6 1� 18-6-13 3x6= 13 3x6= 14 2x4 n 2x4 n 3x4= 1.5x4rr 1.5x4rr 3x4= 4-0-0 16-0-0 19-6- Scale=1:50.5 4-0-0 12-0-0 3-6-1 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.01 8-9 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 8-9 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.24 Horz(CT) 0.00 7 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 124 lb FT = 20 % LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x6 DF No.2 G *Except* W3,W2:2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 19-6-1. (lb) - Max Horiz 12=274 (LC 9) Max Uplift All uplift 100 (lb) or less atjoint(s) 9, 10 except 7=-132 (LC 9), 8=-168 (LC 8), 11=-222 (LC 9), 12=-186 (LC 8) Max Grav All reactions 250 (lb) or less at joint (s) 7, 12 except 8=396 (LC 20), 9=415 (LC 2), 10=408 (LC 2), 11=452 (LC 19) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 Ib I t h h ( ) or ess excep w en s own. TOP CHORD 1-12=-209/353, 6-7=-138/257 BOT CHORD 12-15=-368/407, 11-15=-368/407 WEBS 2-11=-282/204, 3-10=-269/196, 4-9=-275/201, 5-8=-263/191, 1-11=-333/360 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.Opsf. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 10, 9 except Qt=lb) 12=185, 7=132, 8=167, 11=221. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 1 VT24 Valley Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Thu Sep 29 16:27:19 Page: 1 ID:3fYbhpgf9mnr_a89nQTAEmyYiF1-uTANhoJlpJzQ1 WONiLXQGsf6AU2ggRUQDcaXWKyYhUe 1 18-6-13 1 5-10 0-5-1 2x6= 3x6= 13 14 2x4 n 2x6 n 1.5x4 n 1.5x4 n 1.5x4 n 3x4= 16-0-0 19-6-1 Scale=1:48.5 16-0-0 3-6-1 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.01 11-12 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 11-12 >999 180 BCLL 0.0' Rep Stress Incr YES WB 0.31 Horz(CT) 0.01 7 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 110 lb FT = 20 % LUMBER 3) Truss designed for wind loads in the plane of the truss TOP CHORD 2x4 DF 180OF 1.6E G or 2x4 DF No.1 &Btr G only. For studs exposed to wind (normal to the face), BOT CHORD 2x4 DF No.2 G see Standard Industry Gable End Details as applicable, WEBS 2x6 DF No.2 G *Except* W2:2x4 DF No.2 G or consult qualified building designer as per ANSI/TPI 1. or 2x4 DF Std G or 2x4 DF Stud G 4) Provide adequate drainage to prevent water ponding. OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 5) Truss to be fully sheathed from one face or securely Stud G braced against lateral movement (i.e. diagonal web). BRACING 6) Gable studs spaced at 4-0-0 oc. TOP CHORD Structural wood sheathing directly applied or Structurall wood 7) This truss has been designed for a 10.0 psf bottom 6tru0 except end verticals. chord live load nonconcurrent with any other live loads. * BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 8) This truss has been designed for a live load 20.Opsf bracin on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom MiTek recommends that Stabilizers and chord and any other members, with BCDL = 7.Opsf. required cross bracing be installed during 9) A plate rating reduction of 20% has been applied for the truss erection, in accordance with Stabilizer green lumber members. Installation guide. 10) Provide mechanical connection (by others) of truss to REACTIONS All bearings 19-6-1. bearings-1. bearing plate capable of withstanding 100 lb uplift atjoint (lb) - Max Hori119- (LC 8) 1All2 (s) 12, 11, 10, 9 except Qt=lb) 7=284, 8=312. Max Uplift uplift 100 (lb) or less atjoint(s) p 11) Non Standard bearing condition. Review required. 9, 1 11, 12 except 7=-284 (LC 9), 9, 10, 1(LC 12) This truss is designed in accordance with the 2018 8) 8=-31referenced International Building Code section 2306.1 and Max Grav All reactions 250 (lb) or less at joint standard ANSI/TPI 1. 13) This truss has been designed for a moving concentrated (s) 12 except 7=294 (LC 19), load of 6.01b dead located at all mid panels and at all 8=485 (LC 20), 9=416 (LC 2), panel points along the Bottom Chord, nonconcurrent with 10=403 (LC 2), 11=424 (LC 2) any other live loads. FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 14) This truss is designed for a creep factor of 3.01, which is (lb) or less except when shown. used to calculate the Vert(CT) deflection per ANSI/TPI 1. TOP CHORD 6-7=-380/523 LOAD CASE(S) Standard BUT CHORD 12-15--347/382, 11-15--347/382, 11-16=-347/382, 10-16=-347/382, 10-17=-347/382, 9-17=-347/382, 9-18=-347/382, 8-18=-347/382 WEBS 2-11=-282/205, 3-10=-269/196, 4-9=-275/200, 5-8=-263/189, 6-8=-548/544 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=11Omph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Job Truss Truss Type Qty Ply P1-PLAN 1 VT25 Flat 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Thu Sep 29 16:27:19 Page: 1 ID:UB6QelfNtYNbBUPbSxczEByYi7W-uTANhoJlpJzQ1 WONiLXQGsf?RUz8gUeQDcaXWKyYhUe rn r; L6 Scale = 1:46 12 19-0-7 18-6-13 MT20HS 5x12 = 13 1 t6-1 0-5-10 MT20HS 5x12 = 14 3x6= 4x5= 1.5x4 u 1.5x4 n 1.5x4 u 19-6-1 1.5x4 u Plate Offsets (X, Y): [1:0-6-6,Edge], [6:0-6-6,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.48 Vert(TL) n/a n/a 999 MT20HS 165/146 BCLL 0.0` Rep Stress Incr YES WB 0.11 Horiz(TL) 0.00 7 n/a n/a BCDL 7.0 Code IBC2018/TPI2014 Matrix -MR Weight: 98 lb FT = 20% LUMBER 5) All plates are MT20 plates unless otherwise indicated. TOP CHORD 2x4 DF No.2 G 6) All plates are 1.5x4 MT20 unless otherwise indicated. BOT CHORD 2x4 DF No.2 G 7) Truss to be fully sheathed from one face or securely WEBS 2x6 DF No.2 G braced against lateral movement (i.e. diagonal web). OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 8) Gable studs spaced at 4-0-0 oc. Stud G 9) This truss has been designed for a 10.0 psf bottom BRACING chord live load nonconcurrent with any other live loads. TOP CHORD Structural wood sheathing directly applied or 10) ` This truss has been designed for a live load of 20.Opsf 6-0-0 oc purlins, except end verticals. on the bottom chord in all areas where a rectangle BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 3-06-00 tall by 2-00-00 wide will fit between the bottom bracin chord and any other members, with BCDL = 7.Opsf. 11) A plate rating reduction of 20% has been applied for the MiTek recommends that Stabilizers and green lumber members. required cross bracing be installed during 12) Provide mechanical connection (by others) of truss to truss erection, in accordance with Stabilizer bearing plate capable of withstanding 100 lb uplift at joint Installation guide. (s) 10, 9 except Qt=lb) 12=141, 7=169, 11=202, 8=230. REACTIONS All bearings 19-6-1. 13) Non Standard bearing condition. Review required. (lb) - Max Horiz 12=239 (LC 9) 14) This truss is designed in accordance with the 2018 Max Uplift All uplift 100 (lb) or less atjoint(s) International Building Code section 2306.1 and 9, 10 except 7=-170 (LC 9), 8=-230 referenced standard ANSIITPI 1. (LC 8), 11=-202 (LC 9), 12=-141 15) This truss has been designed for a moving concentrated (LC 8) load of 6.01b dead located at all mid panels and at all Max Grav All reactions 250 (lb) or less at joint panel points along the Bottom Chord, nonconcurrent with (s) 7, 12 except 8=453 (LC 20), any other live loads. 9=414 (LC 2), 10=403 (LC 2), 16) This truss is designed for a creep factor of 3.01, which is 11=458 (LC 19) used to calculate the Vert(CT) deflection per ANSI/TPI 1. FORCES (Ib) - Max Comp/Max Ten - All forces 250 LOAD CASE(S) Standard (lb) or less except when shown. WEBS 2-11=-283/338, 3-10=-269/236, 4-9=-276/242, 5-8=-261/352 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. Job Truss Truss Type Qty Ply P1-PLAN 1 VT26 Flat 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Thu Sep 29 16:27:19 Page: 1 ID:dxjSBUHUmDjpjrVlfO?rXyyYi47-uTANhoJlpJzQ1 WONiL XQGsfOtU_UgUnODcaXWKyYhUe 0 w LO rn rn 44 iF 1-5-10 1-5-10 MT20HS 5x12 = 13 3x6 = 19-0-7 18-6-13 15 11 16 10 17 9 18 8 19 1.5x411 1.5x4 a 1.5x4 a 1.5x4 u 19-6-1 Scale = 1:44.1 0-5-10 MT20HS 5x12 = 14 3x6= 7 Plate Offsets (X, Y): [1:0-6-6,Edge], [6:0-6-6,Edge], [7:Edge,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.40 Vert(TL) n/a n/a 999 MT20HS 165/146 BCLL 0.0* Rep Stress Incr YES WB 0.10 Horiz(TL) 0.00 7 n/a n/a BCDL 7.0 Code IBC2018/TPI2014 Matrix -MR Weight: 93 lb FT = 20% LUMBER 5) All plates are MT20 plates unless otherwise indicated. TOP CHORD 2x4 DF No.2 G 6) All plates are 1.5x4 MT20 unless otherwise indicated. BOT CHORD 2x4 DF No.2 G 7) Gable requires continuous bottom chord bearing. WEBS 2x6 DF No.2 G 8) Truss to be fully sheathed from one face or securely OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF braced against lateral movement (i.e. diagonal web). Stud G 9) Gable studs spaced at 4-0-0 oc. BRACING 10) This truss has been designed for a 10.0 psf bottom TOP CHORD Structural wood sheathing directly applied or chord live load nonconcurrent with any other live loads. 6-0-0 oc purlins, except end verticals. 11) * This truss has been designed for a live load of 20.Opsf BOT CHORD Rigid ceiling directly applied or 10-0-0 oc on the bottom chord in all areas where a rectangle racing. 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.Opsf. MiTek recommends that Stabilizers and 12) A plate rating reduction of 20% has been applied for the required cross bracing be installed during green lumber members. truss erection, in accordance with Stabilizer 13) Provide mechanical connection (by others) of truss to Installation guide. bearing plate capable of withstanding 100 lb uplift atjoint REACTIONS All bearings 19-6-1. (s) 10, 9 except (jt=lb) 12=122, 7=146, 11=179, 8=202. (lb) - Max Horiz 12=-221 (LC 8) 14) This truss is designed in accordance with the 2018 Max Uplift All uplift 100 (lb) or less atjoint(s) International Building Code section 2306.1 and 9, 10 except 7=-147 (LC 9), 8=-202 referenced standard ANSIITPI 1. (LC 8), 11=-179 (LC 9), 12=-123 15) This truss has been designed for a moving concentrated (LC 8) load of 6.01b dead located at all mid panels and at all Max Grav All reactions 250 (lb) or less at joint panel points along the Bottom Chord, nonconcurrent with (s) 7, 12 except 8=432 (LC 20), any other live loads. 9=414 (LC 2), 10=403 (LC 2), 16) This truss is designed for a creep factor of 3.01, which is 11=440 (LC 19) used to calculate the Vert(CT) deflection per ANSI/TPI 1. FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 LOAD CASE(S) Standard (lb) or less except when shown. WEBS 2-11=-283/315, 3-10=-269/229, 4-9=-276/235, 5-8=-261/324 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. Job Truss Truss Type Qty Ply P1-PLAN 1 VT27 Flat 1 1 Job Reference (optional) Builder FirstSource, M.BRITT rn v Scale = 1:47.2 fE Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Thu Sep 29 16:27:19 Page: 1 ID:timGgG?d3le3o7Qzg4S?W?yYhxS-uTANhoJlpJzQ1 WONiLXQGsf1kU?IgUsODcaXWKyYhUe 18-6-13 5-10 0-5-1 5x6= 5x6= 13 14 3x6= 3x6= 1.5x4 n 1.5x4 n 1.5x4 n 1.5x4 n 19-5-12 Plate Offsets (X, Y): [1:0-3-0,Edge], [6:0-3-0,Edge], [7:Edge,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.02 11-12 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.02 11-12 >999 180 BCLL 0.0` Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 7 n/a n/a BCDL 7.0 Code IBC2018/TPI2014 Matrix -MR Weight: 88 lb FT = 20 LUMBER 5) All plates are 1.5x4 MT20 unless otherwise indicated. TOP CHORD 2x4 DF No.2 G 6) Truss to be fully sheathed from one face or securely BOT CHORD 2x4 DF No.2 G braced against lateral movement (i.e. diagonal web). WEBS 2x6 DF No.2 G 7) Gable studs spaced at 4-0-0 oc. OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 8) This truss has been designed for a 10.0 psf bottom Stud G chord live load nonconcurrent with any other live loads. BRACING 9) ' This truss has been designed for a live load of 20.Opsf TOP CHORD Structural wood sheathing directly applied or on the bottom chord in all areas where a rectangle 6-0-0 oc purlins, except end verticals. 3-06-00 tall by 2-00-00 wide will fit between the bottom BOT CHORD Rigid ceiling directly applied or 10-0-0 oc chord and any other members. 10) A plate rating reduction of 20 /o has been applied for the racing. green lumber members. MiTek recommends that Stabilizers and 11) Provide mechanical connection (by others) of truss to required cross bracing be installed during bearing plate capable of withstanding 100 lb uplift at joint truss erection, in accordance with Stabilizer (s) 10, 9 except Qt=lb) 12=105, 7=125, 11=157, 8=176. Installation guide. 12) This truss is designed in accordance with the 2018 REACTIONS All bearings 19-6-1. International Building Code section 2306.1 and (lb) - Max Horiz 12=-204 (LC 8) referenced standard ANSI/TPI 1. Max Uplift All uplift 100 (lb) or less atjoint(s) 13) This truss has been designed for a moving concentrated 9, 10 except 7=-125 (LC 9), 8=-176 load of 6.01b dead located at all mid panels and at all (LC 8), 11=-158 (LC 9), 12=-106 panel points along the Bottom Chord, nonconcurrent with (LC 8) any other live loads. Max Grav All reactions 250 (lb) or less at joint 14) This truss is designed for a creep factor of 3.01, which is (s) 7, 12 except 8=314 (LC 1), used to calculate the Vert(CT) deflection per ANSI/TPI 1. 9=333 (LC 1) 10=324 (LC 1) LOAD CASE(S) Standard 11=342 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-11=-283/301, 3-10=-269/225, 4-9=-276/230, 5-8=-261/306 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. Job Truss Truss Type Qty Ply P1-PLAN 1 VT28 Flat 1 1 Job Reference (optional) Builder FirstSource, M.BRITT rn 4 Scale = 1:44.1 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Thu Sep 29 16:27:19 Page: 1 ID:OZgJEmB5_s_9ZBwoQfD_VfyYhvw-uTANhoJlpJzQ1 WONiLXQGsfOpU2JgTSQDcaXWKyYhUe 0-3-9 19-2-8 18-10-15 0-3-9 3x4 n 3x4 n W I ST ST I STV STI W x0= x0= x0= x0= 2 19 11 20 10 21 9 22 8 23 3x4 n 19-6-1 3x4 n Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.01 11-12 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.01 11-12 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.19 Horz(CT) 0.00 7 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 107 Ib FT = 20 LUMBER 5) Truss to be fully sheathed from one face or securely TOP CHORD 2x4 DF No.2 G braced against lateral movement (i.e. diagonal web). BOT CHORD 2x4 DF No.2 G 6) Gable studs spaced at 4-0-0 oc. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 7) This truss has been designed for a 10.0 psf bottom Stud G chord live load nonconcurrent with any other live loads. OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 8) * This truss has been designed for a live load of 20.Opsf Stud G on the bottom chord in all areas where a rectangle BRACING 3-06-00 tall by 2-00-00 wide will fit between the bottom TOP CHORD Structurall wood Structural wood sheathing directly applied or chord and any other members. 9) A plate rating reduction of 20 /o has been applied for the 6tru0 except end verticals. green lumber members. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 10) Provide mechanical connection (by others) of truss to racing. bearing plate capable of withstanding 100 lb uplift at joint MiTek recommends that Stabilizers and (s) 12, 7, 10, 9 except Qt=lb) 11=103, 8=107. required cross bracing be installed during 11) This truss is designed in accordance with the 2018 truss erection, in accordance with Stabilizer International Building Code section 2306.1 and Installation guide. referenced standard ANSI/TPI 1. REACTIONS All bearings 19-6-1. 12) This truss has been designed for a moving concentrated (Ib) - Max Horiz 12=-134 (LC 8) load of 6.01b dead located at all mid panels and at all Max Uplift All uplift 100 (lb) or less atjoint(s) panel points along the Bottom Chord, nonconcurrent with 7, 9, 10, 12 except 8=-108 (LC 8), any other live Toads. 13) This truss is designed for a creep factor of 3.01, which is 11=-103 (LC 9) used to calculate the Vert(CT) deflection per ANSI/TPI 1. Max Grav All reactions 250 (lb) or less at joint (s) 7 12 exce t 8=321 (LC 11 LOAD CASE(S) Standard P 9=332 (LC 1), 10=323 (LC 1), 11=350 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 11-14=-289/250, 2-14=-289/250, 10-15=-267/207, 3-15=-267/207, 9-16=-275/212, 4-16=-275/212, 8-17=-266/242, 5-17=-266/242 NOTES 1) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. Job Truss Truss Type Qty Ply P1-PLAN 1 AB02 Common 6 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:20:13 Page: 1 I D:ekr5pu9sbAOYcueiGLKYmhyxr73-iuYl riauSflQd2Obvg5eHfJdsxZN HcrZUAG WaVysDOm M M c6 M '6 Camber = 5/8 in Scale = 1:71.2 15-3-7 20-7-12 1-9-0 7-6-15 12-5-7 14-5-7 19-9-0 26-0-14 30-5-6 35-6-0 37-3-0 1-9-0 7-6-15 4-10-8 2-0-0 4-5-9 5-5-2 4-0-10 0-10-0 0-10-12 I � I 5-0-0 5x8e 777 3x6= 7 8 1.5x4n 25 26 3x4e 3F2 1.5x4n 9 4 3x10o 3 4x5= 2 28 29 21 30 20 31 19 32 33 34 13 7 16 15 36 4x5= 2x6. 7x10= 4x6= 4x5= 4x5= 4x8= 4x5= 6x8= 7x10= 20-8-12 4-9-2 2-0-0 I 5-3-9 3x4-- 10 27 4x5, ✓v 11 12 1-3 13 � 14 37 4x5= 2x4n 35-6-0 5-0-10 Plate Offsets (X, Y): [2:0-5-4,Edge], [18:0-3-1,0-4-0], [19:Edge,0-2-0], [20:0-4-8,0-4-12], [22:0-5-12,0-6-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.27 20-21 >904 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.89 20-21 >276 180 BCLL 0.0* Rep Stress Incr YES WB 0.92 Horz(CT) 0.03 17 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 213 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x6 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G *Except* W10,W7:2x4 DF No.2 G BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at mid t 17-22 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=76910-5-8, (min. 0-1-8), 13=430/0-5-8, (min. 0-1-8), 17=2030/0-5-8, (min. 0-2-3) Max Horiz 2=90 (LC 12) Max Uplift 2=-158 (LC 8), 13=-149 (LC 9), 17=-74 (LC 8) Max Grav 2=799 (LC 25), 13=535 (LC 26), 17=2030 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1995/224, 3-4=-445/53, 4-5=-344/74, 6-25=-208/2079, 7-25=-196/2154, 7-8=-173/2031, 8-26=-39/983, 9-26=-50/932, 9-10=-101/465, 10-27=-451/154, 11-27=-494/136, 11-13=-494/171 BOT CHORD 2-28=-132/1006, 2-28=-132/1006, 2-29=-239/1894, 21-29=-239/1894, 21-30=-238/1357, 20-30=-238/1357, 20-31=-25/362, 19-31=-25/362, 19-32=-25/362, 32-33=-25/362, 33-34=-25/362, 18-34=-25/362, 18-35=-21/279, 17-35=-21/279, 16-17=-438/123, 15-16=438/123, 15-36=-121/438, 14-36=-121/438 WEBS 8-17=-315/2027, 18-22=40/1070, 7-22=-997/138, 3-20=-1071/235, 3-21=-1/718, 11-14=-129/390, 5-19=0/309, 6-22=-2312/304, 8-22=-2291/335, 17-22=-4355/513, 9-15=0/321, 9- 1 7=-780/140, 10-15=-506/69 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=11Omph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-9-7 to 1-9-7, Interior (1) 1-9-7 to 19-9-0, Exterior(2R) 19-9-0 to 23-3-10, Interior (1) 23-3-10 to 37-3-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 80.Olb AC unit load placed on the bottom chord, 17-1-3 from left end, supported at two points, 3-0-0 apart. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 158 lb uplift at joint 2, 149 lb uplift at joint 13 and 74lb uplift at joint 17. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 10) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 1 AB03 Common Structural Gable 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:20:14 Page: 1 ID:ErOobQejPAbRdW4HeCMrHGyt7gi-A46g22bWDzQHFCznTYctgssrDL_S08Gj p046xysDOI M <h ob M ,6 'o 0-3-Ir— 3x6= 1.5x4o 5x8= 6x8= 3x4= 3x4= Sxo= sx4= 4xa= ^+ 4-9-2 4-9-2 Camber= 1/16 in Scale = 1:72.4 15-3-7 20-7-12 1-1 -9-0, 7-6-14 12-124-5071, 19990 I, 26-214 I, 3-56 3%,37 -3-O 5-5- 190 7-6-14 -57 14-5 10 0-10-0 0-10-12 ^ 3x4, 5x6= 2 1-3-15j 4x6= 3x10= 20-9-12 20-7-12 12-5-7 t 14-7-3 t 19-9-0 t tt 26-0-14 I, 30-5-6 L 35-6-0 I, 7-8-5 5-3-2 o 0-10-12 0-2-0 Plate Offsets (X, Y): [18:0-2-7,0-2-0], [19:0-4-0,0-5-12], [20:0-2-8,0-3-4], [22:0-2-4,0-2-4] Loading (psf) Spacing 2-2-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.06 20-21 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.12 20-21 >758 180 BCLL 0.0* Rep Stress Incr NO WB 0.59 Horz(CT) 0.01 13 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 187 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G *Except* W10,W7:2x4 DF No.2 G BRACING TOP CHORD 2-0-0 oc purlins (6-0-0 max.), except end verticals (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 15-17,14-15. JOINTS 1 Brace at Jt(s): 7, 11,22 REACTIONS All bearings 20-11-8. except 13=0-5-8 (lb) - Max Horiz 2=97 (LC 46), 23=97 (LC 46) Max Uplift All uplift 100 (lb) or less atjoint(s) 18, 19 except 2=-159 (LC 29), 13=-288 (LC 32), 17=-301 (LC 40), 20=-141 (LC 30), 21=-182 (LC 37), 23=-159 (LC 29) Max Grav All reactions 250 (Ib) or less at joint (s) except 2=366 (LC 53), 13=678 (LC 54), 17=1099 (LC 1), 18=262 (LC 48), 19=398 (LC 53), 20=495 (LC 1), 21=410 (LC 53), 23=366 (LC 53) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-363/527, 4-5=-179/382, 5-6=-97/296, 6-27=-182/400, 7-27=-89/453, 7-8=-13/408, 8-28=-89/443, 9-28=-190/418, 9-10=-506/328, 10-29=-704/338, 11-29=-798/402, 11-13=-639/339 BOT CHORD 21-32=-396/408, 20-32=-290/322, 20-33=-395/292, 19-33=-359/258, 19-34=-322/210, 34-35=-299/166, 35-36=-299/149, 18-36=-301/147, 18-37=-298/147, 17-37=-298/167, 16-17=-51/350, 15-16=-132/353, 15-38=-124/673, 14-38=-235/673 WEBS 8-17=-297/61, 7-22=-319/64, 3-20=-609/328, 3-21=-438/397, 5-19=-322/119, 17-22=-384/238, 9-15=-36/314, 9-17=-828/213, 10-15=-377/176, 11-14=-364/692 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-9-7 to 1-5-14, Interior (1) 1-5-14 to 19-9-0, Exterior(2R) 19-9-0 to 23-0-5, Interior (1) 23-0-5 to 37-3-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) 80.01b AC unit load placed on the bottom chord, 17-1-3 from left end, supported at two points, 3-0-0 apart. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 18, 19 except Qt=lb) 2=158, 13=288, 17=300, 20=140, 21=181, 2=158. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 12) This truss has been designed for a total drag load of 1000 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 35-6-0 for 28.2 plf. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 1 AB04 Common 2 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:20:15 Page: 1 ID:5hgOmY1 QwiKxgl K2PyNzVpyt7b 1-eGf2GOb8_HY8sLY_1 F76M4PwrIH01V5sxTldeNysD0k -1-9-0 5-0-11 11-11-9 17-0-0 24-9-3 32-9-0 1,34-6-0 1-9-0 5-0-11 6-10-13 5-0-7 7-9-3 7-11-13 1-9-0 1 0J 4x6= Camber = 7/16 in Scale = 1:64.9 4x8= 5 3x6= 4x8= 3x10= 4x6= 6x8= 8-7-5 i, 17-0-0 24-9-3 32-9-0 8-7-5 8-4-11 7-9-3 7-11-13 3x4n 3 1-3-11 Plate Offsets (X, Y): [7:0-3-4,0-1-8], [10:0-3-9,0-24] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.18 12-14 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.65 12-14 >599 180 BCLL 0.0* Rep Stress Incr YES WB 1.00 Horz(CT) 0.15 9 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 158 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-11-9 to 4-2-14, Interior (1) 4-2-14 to 19-9-0, Exterior(2R) 19-9-0 to 23-0-5, Interior (1) 23-0-5 to 37-3-7 zone; cantilever left and right exposed ; end vertical left and right exposedEC-C for members and TOP CHORD Structural wood sheathing directly applied, forces & MWFRS for reactions shown; Lumber except end verticals. DOL=1.60 plate grip DOL=1.60 BOT CHORD Rigid ceiling directly applied or 9-10-4 oc 3) This truss has been designed for a 10.0 psf bottom bracing. chord live load nonconcurrent with any other live loads. WEBS 1 Row at mid t 3-15, 6-12 4) * This truss has been designed for a live load of 20.Opsf MiTek recommends that Stabilizers and on the bottom chord in all areas where a rectangle required cross bracing be installed during 3-06-00 tall by 2-00-00 wide will fit between the bottom truss erection, in accordance with Stabilizer chord and any other members. Installation guide. 5) A plate rating reduction of 20% has been applied for the REACTIONS (lb/size) 9=1462/0-5-8, (min. 0-1-9), 6) green lumber members. Provide mechanical connection (by others) of truss to 15=1462/0-5-8, (min. 0-1-9) bearing plate capable of withstanding 200 lb uplift at joint Max Horiz 15=53 (LC 16) 9 and 208 lb uplift at joint 15. Max Uplift 9=-200 (LC 9), 15=-208 (LC 8) 7) This truss is designed in accordance with the 2018 FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 International Building Code section 2306.1 and (lb) or less except when shown. referenced standard ANSI/TPI 1. TOP CHORD 2-16=-258/30, 3-4=-2949/420, 8) This truss has been designed for a moving concentrated 4-17=-2304/373, 5-17=-2229/392, load of 6.01b dead located at all mid panels and at all 5-18=-2255/384, 6-18=-2329/370, panel points along the Bottom Chord, nonconcurrent with 6-19=-2737/421, 7-19=-2854/393, any other live loads. 7-9=-1401/313, 2-15=-347/142 9) This truss is designed for a creep factor of 3.01, which is BOT CHORD 15-20=-401/2789, 14-20=-401/2789, used to calculate the Vert(CT) deflection perANSI/TPI 1. 13-14=-354/2711, 13-21 =-354/271 1, LOAD CASE(S) Standard 12-21=-354/2711, 11-12=-323/2706, 10-11=-323/2706, 10-22=-48/272, 9-22=48/272 WEBS 7-10=-323/2457, 3-15=-2812/456, 5-12=-57/709, 6-12=-666/179, 4-14=0/282, 4-12=-708/182 NOTES 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Qty Ply P1-PLAN 1 AB05 Common 4 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:20:15 Page: 1 ID:JhYHz8?H9GjB7eYr?J4bGAyt7J?-eGf2GOb8_HY8sLY_1F76M4PxAIHAlbgsxTldeNysD0k 4x8= 5 M M 1-0-J `*— sxb= 4x8= 3xlu= 4x6= 5x8= 2x6n 8-6-12 Camber = 7/16 in Scale = 1:63.7 8-5-4 7-9-3 90 1� 6x8= 33-9-0 32-6-4 32-5-4 7-8-2 Plate Offsets (X, Y): [7:0-2-15,0-2-0], [11:0-3-9,0-2-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.17 13-15 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.62 13-15 >625 180 BCLL 0.0* Rep Stress Incr YES WB 0.58 Horz(CT) 0.13 10 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 160 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G *Except* W9:2x4 DF No.2 G BRACING 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-11-9 to 4-4-1, Interior (1) 4-4-1 to 19-9-0, Exterior(2R) 19-9-0 to 23-1-8, Interior (1) 23-1-8 to 36-4-4 zone; cantilever left and right exposed ; end vertical left and right exposedEC-C for members and TOP CHORD Structural wood sheathing directly applied, forces & MWFRS for reactions shown; Lumber except end verticals. DOL=1.60 plate grip DOL=1.60 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 3) This truss has been designed for a 10.0 psf bottom bracing. chord live load nonconcurrent with any other live loads. WEBS 1 Row at mid t 3-16, 6-13 4) * This truss has been designed for a live load of 20.Opsf MiTek recommends that Stabilizers and on the bottom chord in all areas where a rectangle required cross bracing be installed during 3-06-00 tall by 2-00-00 wide will fit between the bottom truss erection, in accordance with Stabilizer chord and any other members. Installation guide. 5) A plate rating reduction of 20% has been applied for the REACTIONS (lb/size) 9=-747/0-3-8, (min. 0-1-8), 6) green lumber members. Provide mechanical connection (by others) of truss to 10= 2191/0-5-8, (min. 0-2-5), bearing plate capable of withstanding 747 lb uplift at joint 16=2191/0-5-8, (min. 0-1-5) 9, 206 lb uplift at joint 16 and 220 Ib uplift at joint 10. Max Horiz 16=60 (LC 16) 7) This truss is designed in accordance with the 2018 Max Uplift 9=-747 (LC 1), 10=-220 (LC 9), International Building Code section 2306.1 and 16=-206 (LC 8) referenced standard ANSI/TPI 1. Max Grav 9=70 (LC 9), 10=2191 (LC 1), 8) This truss has been designed for a moving concentrated 16=1431 (LC 1) load of 6.01b dead located at all mid panels and at all FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 panel points along the Bottom Chord, nonconcurrent with (lb) or less except when shown. any other live loads. TOP CHORD 3-4=-2855/413, 4-18=-2196/360, 9) This truss is designed for a creep factor of 3.01, which is 5-18=-2121/379, 5-19=-2148/376, used to calculate the Vert(CT) deflection perANSI/TPI 1. 6-19=-2220/362, 6-20=-2467/389, LOAD CASE(S) Standard 7-20=-2581/361, 8-9=-91/336, 2-16=-340/142 BOT CHORD 16-21=411/2708, 15-21=411/2708, 14-15=-363/2612, 14-22=-363/2612, 13-22=-363/2612, 13-23=-320/2443, 12-23=-320/2443, 11-12=-320/2443, 11-24=-392/68, 10-24=-392/68, 10-25=-392/68, 9-25=-392/68 WEBS 7-9=-63/361, 3-16=-2738/447, 7-10=-1941/389, 5-13=-54/655, 6-13=-531/170, 6-11=-327/124, 7-11=-383/2864, 4-15=0/290, 4-13=-714/183 NOTES 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Qty Ply P1-PLAN 1 AB07 Common Girder 1 3 Job Reference (optional) Builder FirstSource, M.BRITT M Lo 1 1-0-J 10x16= Camber = 5/8 in Scale = 1:59.6 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:20:16 Page: 1 ID:M8D1 vw9jgNd34mPUayONyUyuDet-eGf2GOb8_HY8sLY_1 F76M4P?IICTIh 1 sxTldeNysDOk 21- -11 4-2-8 9-2-5 12-9-5 17-0-0 20-11-12 24-9-11 29-9-8 32-9-0 4-2-8 4-11-13 3-7-0 4-2-11 3-11-12 3-7-0 4-11-13 2-11-8 0-2-15 3 F2 2x6n 7x8= 5x8= 5 MT20HS 10x20 = 8x12= MT20HS 10x12 = 1-3F15 6x8= 2x6n 10x16n 4-2-8 7-7-14 12-9-5 17-0-0 21-2-11 26-4-2 29-9-8 32-9-0 4-2-8 3-5-6 5-1-7 4-2-11 4-2-11 5-1-7 3-5-6 2-11-8 Plate Offsets (X, Y): [1:Edge,0-5-13], [7:04-0,0-4-1], [12:0-4-0,0-3-12], [13:0-2-0,0-6-4], [15:0-6-0,0-5-0], [17:0-2-12,0-6-0], [18:0-4-0,0-5-0] Loading (psf) Spacing 1-2-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.31 16-18 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.96 16-18 >410 180 MT20HS 165/146 BCLL 0.0' Rep Stress Incr NO WB 0.24 Horz(CT) 0.17 10 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 729 lb FT = 20% LUMBER WEBS 5-15=-999/9506, 2-19=-2036/296, TOP CHORD 2x6 DF SS G 2-18=-739/5961, 3-18=-247/2335, BOT CHORD 2x8 DF SS G 3-16=-2738/326, 4-16=-474/4828, WEBS 2x4 DF 2400F 2.0E G 'Except' W7:2x6 DF 4-15=-5572/591, 7-14=-488/3462, SSG 9-11=-2611/43, 6-15=-3938/596, SLIDER Left 2x4 DF Stud or No.2 or Std G-- 3-9-10, 8-12=-326/377, 9-12=-750/8220, Right 2x6 DF No.2 G-- 2-11-6 8-14=-897/399 BRACING TOP CHORD Structural wood sheathing directly applied or 5-2-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=10737/0-5-8, (min. 0-3-13), FORCES TOP CHORD BOT CHORD 10=9677/0-5-8, (min. 0-3-7) Max Horiz 1=50 (LC 29) Max Uplift 1=-1244 (LC 21), 10=-1543 (LC 24) (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 1-2=-16202/1863, 2-3=-28187/3228, 3-4=-24793/2811, 4-5=-20403/2297, 5-6=-20412/2274, 6-7=-22608/2560, 7-8=-23472/2762, 8-9=-24144/3231, 9-10=-7946/1255 1-29=-2598/21899, 1-29=-2578/21899, 1-30=-2557/21899, 30-31=-2517/21899, 19-31=-2485/21899, 19-32=-2503/22079, 18-32=-2446/22079, 18-33=-2968/26095, 33-34=-2888/26095, 17-34=-2888/26095, 16-17=-2828/26095, 16-35=-2600/24001, 35-36=-2561/24001,36-37=-2536/24001, 15-37=-2517/24001, 15-38=-2473/22719, 38-39=-2464/22719, 14-39=-2508/22719, 13-14=-2771/23358, 13-40=-2820/23358, 40-41=-2820/23358, 41-42=-2836/23358, 1242=-2918/23358, 12-43=-2386/16103, 43-44=-2411/16103, 44-45=-2447/16103, 11-45=-2450/16103, 11-46=-2462/15873, 10-46=-2514/15873, 10-47=-1679/10645, 1047=-1704/10645 NOTES 1) 3-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-5-0 oc. Web connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1244 lb uplift at joint 1 and 1543 lb uplift at joint 10. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 12) This truss has been designed for a total drag load of 1000 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 32-9-0 for 30.5 plf. 13) Use Simpson Strong -Tie LUS28 (6-1OldGirder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 4-9-12 from the left end to 30-1-4 to connect truss(es) ACO2 (1 ply 2x4 DF) to back face of bottom chord. 14) Use Simpson Strong -Tie LUS26 (4-10d Girder, 3-10d Truss, Single Ply Girder) or equivalent at 32-1-4 from the left end to connect truss(es) AC01 (1 ply 2x4 DF) to back face of bottom chord. 15) Use Simpson Strong -Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent at 33-5-4 from the left end to connect truss(es) AD02 (1 ply 2x4 DF) to back face of bottom chord. 16) Fill all nail holes where hanger is in contact with lumber. 17) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 5-22=-40, 5-10=-40, 1-25=-8 Concentrated Loads (lb) Vert: 17=-1271 (B), 19=-1271 (B), 14=-1271 (B), 30=-1271 (B), 32=-1271 (B), 33=-1271 (B), 34=-1271 (B), 35=-1271 (B), 37=-1271 (B), 38=-1271 (B), 39=-1271 (B), 40=-1271 (B), 42=-1271 (B), 43=-1271 (B), 45=-501 (B), 46=-558 (B) Job Truss Truss Type Qty Ply P1-PLAN 1 AC01 Common Structural Gable 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Camber= 1/16 in Scale = 1:62 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:20:16 Page: 1 ID:7PAe0r24xcVLVODIZZMG5byuDfO-7TDQTkcmlag_UV7AazeLvHxB49hOU4zOA7VAAgysDOj 6-7-0 13-5-4 21-10-10 31-5-4 33-2-4 6-7-0 6-10-3 8-5-6 9-6-10 1-9-0 �12 2x4 n 5x8n 2x4n 3 2x4n 2x4n oxo= 3x6= 3x4= 2x4n 5x6= 3x4= 3x6= 7-4-10 15-0-7 22-8-3 31-5-4 7-4-10 7-7-13 7-7-13 8-9-1 70-3-3�__ Plate Offsets (X, Y): [5:0-3-0,Edge], [6:0-2-0,Edge], [12:0-3-0,0-3-0], [26:0-1-11,0-0-12], [28:0-1-11,0-0-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.05 17-18 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.14 17-18 >999 180 BCLL 0.0* Rep Stress Incr NO WB 0.45 Horz(CT) 0.02 13 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 172 lb FT = 20% LUMBER TOP CHORD BOT CHORD WEBS OTHERS BRACING TOP CHORD BOT CHORD WEBS 2x4 DF No.2 G *Except* T2:2x6 DF No.2 G 2x4 DF No.2 G 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 5-9-10 oc bracing. 1 Row at midpt 4-15, 2-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 17-9-8. except 18= Mechanical (lb) - Max Horiz 18=-90 (LC 48) Max Uplift All uplift 100 (lb) or less atjoint(s) 8, 10 except 6=-369 (LC 32), 9=-132 (LC 1), 11=-700 (LC 40), 15=-322 (LC 29), 18=-506 (LC 29), 33=-369 (LC 32) Max Grav All reactions 250 (lb) or less at joint (s) 8, 9, 10, 13, 14 except 6=411 (LC 49), 11=725 (LC 49), 15=1135 (LC 1), 18=692 (LC 50), 33=411 (LC 49) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-36=-366/281, 2-36=-745/728, 2-37=-842/536, 3-37=-796/565, 3-38=416/691, 4-38=-1055/1228, 4-5=-729/848, 5-6=-922/927 BOTCHORD 18-39=-1005/1431, 17-39=-397/1051, 16-17=-587/581, 1540=-368/362, 1541=-548/553, 1441=-279/228, 11 - 1 2=-323/328, 10-43=-328/286, 1044=-398/360, 9-44=468/440, 9-45=-538/510, 8-45=-608/580, 8-46=-713/708, 6-46=-982/954, 6-47=-229/320, 6-47=-322/412 WEBS 2-17=424/336, 3-17=-428/868, 3-15=-941/233, 4-15=-1147/959, 4-11 =-856/767. 2-18=- 1440/1141 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-8-8 to 3-10-6, Interior (1) 3-10-6 to 13-11-15, Exterior(2R) 13-11-15 to 17-1-13, Interior (1) 17-1-13 to 33-9-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 10, 8 except (jt=lb) 15=322, 11=699, 18=505, 9=132, 6=368, 6=368. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total drag load of 3300 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 31-5-4 for 105.0 plf. 14) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 1 ACO2 Common 14 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:20:17 Page: 1 I D:bbkODA3iiwdC7Yoy6HtVdoyuDf?-bfnoh4dOWuor6fiM8g9aSV U F3ZwLDQQ9PnEkjGysDOi 6-10-8 13-5-4 L 21-10-10 31-5-4 �33-2-4 L 6-10-8 6-6-11 8-5-6 9-6-10 1-9-0 '1 312 F 4x8= 3 2x6n V 7x10= 3x6= 3x6= MT20HS 3x10 = 3x10= 1.5x4 p 6-10-8 15-3-3 22-9-9 31-5-4 6-10-8 8-4-10 7-6-7 8-7-11 Camber = 5/8 in Scale = 1:66 1-0 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.26 7-15 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.86 7-15 >434 180 MT20HS 165/146 BCLL 0.0* Rep Stress Incr YES WB 0.95 Horz(CT) 0.16 5 n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix-MSH Weight: 134 lb FT = 20% LUMBER 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) TOP CHORD 2x4 DF No.2 G *Except* T2:2x4 DF 1800F Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 1.6E G or 2x4 DF No.1 &Btr G 11; Exp C; Enclosed; MWFRS (envelope) exterior zone BOT CHORD 2x4 DF No.2 G *Except* B3:2x4 DF 1800F and C-C Exterior(2E) 0-1-13 to 3-3-8, Interior (1) 3-3-8 to 1.6E G or 2x4 DF No.1 &Btr G 13-54, Exterior(2R) 13-54 to 16-6-15, Interior (1) WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 16-6-15 to 33-2-11 zone; cantilever left and right Stud G exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; BRACING Lumber 60 plate grip DOL= TOP CHORD Structural wood sheathing directly applied, are 3) All plates are MT20 plates unless otherwise indicated. except end verticals. 4) The Fabrication Tolerance at joint 8 = 12 /o BOT CHORD Rigid ceiling directly applied or 9-0-9 oc 5) This truss has been designed for a 10.0 psf bottom bracing. chord live load nonconcurrent with any other live loads. WEBS 1 Row at mid t 4-9 6) * This truss has been designed for a live load of 20.Opsf MiTek recommends that Stabilizers and on the bottom chord in all areas where a rectangle required cross bracing be installed during 3-06-00 tall by 2-00-00 wide will fit between the bottom truss erection, in accordance with Stabilizer chord and any other members. Installation guide. 7) A plate rating reduction of 20% has been applied for the green lumber members. REACTIONS (lb/size) 5=1408/0-5-8, (min. 0-1-8), 8) Refer to girder(s) for truss to truss connections. 12=1279/Mechanical, (min. 0-1-8) 9) Provide mechanical connection (by others) of truss to Max Horiz 12=-90 (LC 17) bearing plate capable of withstanding 118 lb uplift at joint Max Uplift 5=-209 (LC 9), 12=-118 (LC 8) 12 and 209 lb uplift at joint 5. FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 10) This truss is designed in accordance with the 2018 (lb) or less except when shown. International Building Code section 2306.1 and TOP CHORD 1-16=-2590/368, 2-16=-2538/384, referenced standard ANSI/TPI 1. 2-17=-2574/427, 3-17=-2516/441, 11) This truss has been designed for a moving concentrated 3-18=-2500/402, 4-18=-2587/388, load of 6.01b dead located at all mid panels and at all 4-5=-3959/551, 1-12=-1229/215 panel points along the Bottom Chord, nonconcurrent with BOT CHORD 10-11=-225/2189, 10-20=-225/2189, any other live loads. 9-20=-225/2189, 9-21=-483/3723, 12) This truss is designed for a creep factor of 3.01, which is 8-21=483/3723, 7-8=-483/3723, used to calculate the Vert(CT) deflection perANSI/TPI 1. 7-22=460/3784, 5-22=460/3784, LOAD CASE(S) Standard 5-23=-144/1246, 5-23=-144/1246 WEBS 2-11=-498/172, 1-11=-307/2331, 3-11=-137/482, 3-9=-37/645, 4-9=-1392/301, 4-7=0/312 NOTES 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Qty Ply P1-PLAN 1 AC03 Common Structural Gable 1 1 Job Reference (optional) Builder FirstSource, M.BRITT N d6 N 1-0 Camber = 3/8 in Scale = 1:62 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:20:17 Page: 1 ID:hX21X_Ioe7Szyr_AXcQrbsyuCkc-bfnoh4dOWuor6fiM8g9aSVUJ FZwRDRd9PnEkjGysDOi 6-10-8 13-5-4 1, 16-9-0 21-10-10 1, 31-5-4 �33-2-4 1, 6-10-8 6-6-11 3-3-12 5-1-10 9-6-10 1-9-0 3 �2 4x6= 3 1.5x4u Zxo n 3x4= 4x8= 3x4= 6x8= 3x10= 1.5x40 6-101 16-9-0 22-9-9 31-5-4 6-10-8 9-10-7 6-0-10 8-7-11 70-3-Eir— Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.17 8-16 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.53 8-16 >333 180 BCLL 0.0* Rep Stress Incr NO WB 0.87 Horz(CT) 1 0.01 6 n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix-MSH Weight: 138 lb FT = 20% LUMBER TOP CHORD 2x4 DF N0.2 G *Except* T2:2x4 DF 180OF 1.6E G or 2x4 DF No.1 &Btr G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 4-6-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-4-6 oc bracing. WEBS 1 Row at mid t 3-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 16-10-12. except 6=0-5-8 (lb) - Max Horiz 13=-90 (LC 47) Max Uplift All uplift 100 (lb) or less atjoint(s) except 6=-493 (LC 32), 10=-769 (LC 32), 12=-562 (LC 37), 13=-430 (LC 37) Max Grav All reactions 250 (lb) or less at joint (s) except 6=642 (LC 49), 10=1296 (LC 1), 12=766 (LC 50), 13=494 (LC 50) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-983/987, 2-17=-589/627, 2-18=-223/330, 3-18=-609/732, 3-4=-706/1094, 4-5=-341/700, 5-6=-1612/1390, 1-13=-487/448 BOT CHORD 13-19=-334/383, 12-19=-821/913, 11 -1 2=-1 148/1131, 11-20=-576/558, 10-20=-552/540, 10-21=-383/639, 9-21=-247/527, 8-9=-439/695, 8-22=-794/1192, 6-22=-1301/1544, 6-23=-366/595, 6-23=-470/699 WEBS 2-12=-517/177, 1-12=-1064/988, 3-12=-1068/1152, 3-1 0=-1 203/872, 5-8=0/292, 5-10=-1124/257 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-8-8 to 3-104, Interior (1) 3-10-4 to 13-11-15, Exterior(2R) 13-11-15 to 17-3-11, Interior (1) 17-3-11 to 33-9-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 429 lb uplift at joint 13, 493 lb uplift at joint 6, 561 lb uplift at joint 12 and 768 lb uplift at joint 10. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI(TPI 1. 10) This truss has been designed for a moving concentrated load of 6.0Ib dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 11) This truss has been designed for a total drag load of 3700 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 31-5-4 for 117.7 plf. 12) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 1 AC04 Common 6 1 Job Reference (optional) Builder FirstSource, M.BRITT Camber = 3/8 in Scale = 1:65.5 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:20:18 Page: 1 ID:65WaPybzuVO?12VhfWgPHwyuChe-bfnoh4dOWuor6fiM8g9aSV U H DZxhDUv9PnEkjGysDOi -1-9-0 7-5-4 13-11-15 1' 17-3-1- 22-5-6 [ 32-0-0 �33-9-0 ' 1-9-0 7-5-4 6-6-11 3-3-12 5-1-10 9-6-10 1-9-0 3 �2 4x6= 4 1.5x4n -11 4xtl= 3x4= 6x4= 3x10= 3x10= 1.5x4 p 17-3-11 17-2-12 23-4-5 32-0-0 7-5-4 9-9-8 6-0-10 8-7-11 0-0-15 !� 19 Plate Offsets (X, Y): [2:0-2-12,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.16 10-18 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.52 10-18 >336 180 BCLL 0.0' Rep Stress Incr YES WB 0.66 Horz(CT) 0.00 8 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 143 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-9-7 to 1-4-15, Interior (1) 1-4-15 to 13-11-15, Exterior(2R) 13-11-15 to 17-3-11, Interior (1) 17-3-11 to 33-9-7 zone; cantilever left and right exposed 0 end vertical left and right exposedEC-C for TOP CHORD Structural wood sheathing directly applied or members and forces & MWFRS for reactions shown; 6-0-0 oc purlins, except end verticals. Lumber DOL=1.60 plate grip DOL=1.60 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 3) This truss has been designed for a 10.0 psf bottom racing. chord live load nonconcurrent with any other live loads. MiTek recommends that Stabilizers and 4) ' This truss has been designed for a live load of 20.Opsf required cross bracing be installed during on the bottom chord in all areas where a rectangle truss erection, in accordance with Stabilizer 3-06-00 tall by 2-00-00 wide will fit between the bottom Installation guide. chord and any other members. REACTIONS (lb/size) 8=529/0-5-8, (min. 0-1-8), 5) A plate rating reduction of 20% has been applied for the green lumber members. 1=529/0-5-5-8, (min.0-1-12), -5- 0-1- 6) Provide mechanical connection (by others) of truss to 15=1666/ (min.. bearing plate capable of withstanding 157 lb uplift atjoint Max Horiz 15=-82 (LC 17) 15, 138 lb uplift at joint 8 and 132 lb uplift at joint 12. Max Uplift 8=-138 (LC 9), 12=-132 (LC 9), 7) This truss is designed in accordance with the 2018 15=-157 (LC 8) International Building Code section 2306.1 and Max Grav 8=562 (LC 26), 12=1666 (LC 1), referenced standard ANSI/TPI 1. 15=712 (LC 25) 8) This truss has been designed for a moving concentrated FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 load of 6.01b dead located at all mid panels and at all (lb) or less except when shown. panel points along the Bottom Chord, nonconcurrent with TOP CHORD 2-19=-889/135, 3-19=-830/161, any other live loads. 3-20=-868/209, 4-20=-806/222, 4-5=-19/826, 9) This truss is designed for a creep factor of 3.01, which is 5-6=-60/819, 6-7=-391/136, 7-21=-503/118, used to calculate the Vert(CT) deflection perANSI/TPI 1. 8-21=-517/101, 2-15=-668/206 LOAD CASE(S) Standard BOT CHORD 12-24=-66/372, 11-24=-66/372, 10-11=-66/372, 10-25=-52/443, 8-25=-52/443 WEBS 3-14=-502/172, 4-14=-141/964, 6-10=0/293, 6-12=-1125/233, 4-12=-1116/171, 2-14=-70/640 NOTES 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Qty Ply P1-PLAN 1 AC05 Common Supported Gable 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:20:18 Page: 1 ID:kD6jT3cjZpQJHimny5KZZ8yuCf1-3rLBUQe1 HCwijpGYiOgp_i1 UOyOyy41JeR_HFiysDOh 1-9-0 13-11-15 32-0-0 33-9-0 1-9-0 13-11-15 18-0-0 1-9-0 2x4 n 4x6= 2xan 2x4n 2xan 312 2xan 2x4n 2xan 2xan 2xan 2x4n 1314151617 2x4n 2x4n 2xan 2xan 11 5712 1858 19 2xan 2xa n 2x4 11 10 20 9 21 2x4n 2x4n ° 4x5n Sx6e 6 7 8 S 1 S 1 T 22 23 24 2x4n 3x4= 2 3 S S S S S S S S 25 26 4x6, 1 S S S S S S S S 27 1-3-15 153 ST 80Zg 1 8 8 8 8 8 132 8 2�1-3-lEk__ 52 59 5160 50 6149 62 48 63 47 64 46 65 4544 43664Z_41684629703871377236733574347533763277317830 79 4x6n 3x4= 5x6= 3x4= 32-0-0 6 Scale = 1:65.5 1 Plate Offsets (X, Y): [2:0-2-8,0-1-13], [5:0-2-0,0-1-12], [27:0-3-0,Edge], [28:0-1 -1 0,Edge], [34:0-3-0,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.28 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.11 Horz(CT) 0.02 28 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 192 lb FT = 20% LUMBER BOT CHORD 52-53=-261/319, 52-59=-244/301, 10) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G *Except* T3,T2:2x6 DF No.2 51-59=-221/278, 51-60=-195/257, bearing plate capable of withstanding 100 lb uplift at joint G 42-66=-194/252, 42-67=-197/255, (s) 40, 39, 38, 37, 36, 35, 34, 33, 32, 31, 30, 41, 42, 43, BOT CHORD 2x4 DF No.2 G 41-67=-222/280, 41-68=-240/298, 45, 46, 47, 48, 49, 50, 51 except Qt=lb) 53=709, 28=298, WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 40-68=-258/316, 40-69=-261/319, 52=574, 28=298. Stud G 39-69=-286/344, 39-70=-307/365, 11) This truss is designed in accordance with the 2018 OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 38-70=-332/390, 38-71=-336/394, International Building Code section 2306.1 and Stud G 37-71=-378/435, 37-72=400/458, referenced standard ANSI/TPI 1. BRACING 36-72=-423/481, 36-73=-446/504, 12) This truss has been designed for a moving concentrated TOP CHORD Structural wood sheathing directly applied or 35-73=-469/527, 35-74=-492/550, 34-74=-515/573, 34-75=-538/596, load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with 6-0-0 oc purlins, except end verticals. 33-75=-561/619, 33-76=-566/641, any other live loads. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 32-76=-607/665, 32-77=-630/687, 13) This truss has been designed for a total drag load of racing. 31-77=-651/710, 31-78=-676/733, 1100 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) MiTek recommends that Stabilizers and 30-78=-698/756, 30-79=-760/805, Connect truss to resist drag loads along bottom chord required cross bracing be installed during 28-79=-820/879, 28-80=-224/294, from 0-0-0 to 32-0-0 for 34.4 plf. truss erection, in accordance with Stabilizer 28-80=-254/325 14) This truss is designed for a creep factor of 3.01, which is Installation guide. WEBS 26-30=-292/88, 3-52=-275/278 used to calculate the Vert(CT) deflection perANSI/TPI 1. REACTIONS All bearings 32-0-0. NOTES LOAD CASE(S) Standard (Ib) -Max Horiz 53=-81 (LC 47) 1) Unbalanced roof live loads have been considered for this design. Max Uplift All uplift 100 (lb) or less at joint(s) 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) 30, 31, 32, 33, 34, 35, 36, 37, 38, 31, 33, 34, Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 30, 41, 45, 468 45, 46, 47, 48, 8, II; Exp C; Enclosed; MWFRS (envelope) exterior zone 49, 50, 51 except (LC 49, 50,4 32), and C-C Corner(3E) -1-9-7 to 1-4-15, Exterior(2N) (LC 50), 53=-709 (LC 50) 52=-5754=-298 1-4-15 to 13-11-15, Corner(3R) 13-11-15 to 17-2-6, (LC Exterior(2N) 17-2-6 to 33-9-7 zone; cantilever left and Max Grav All reactions 250 (lb) or less at joint right exposed ; end vertical left and right exposed;C-C (s) 31, 32, 33, 34, 35, 36, 37, 38, for members and forces & MWFRS for reactions shown; 39, 40, 41, 42, 43, 45, 46, 47, 48, Lumber DOL=1.60 plate grip DOL=1.60 49, 50, 51 except 28=345 (LC 49), 3) Truss designed for wind loads in the plane of the truss 30=379 (LC 1), 52=579 (LC 39), only. For studs exposed to wind (normal to the face), 53=738 (LC 50), 54=345 (LC 49) see Standard Industry Gable End Details as applicable, FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 or consult qualified building designer as perANSI/TPI 1. (lb) or less except when shown. 4) All plates are 1.5x4 MT20 unless otherwise indicated. TOP CHORD 2-53=481/441, 2-3=-340/357, 34=-262/283, 5) Gable requires continuous bottom chord bearing. 12-13=-220/307, 13-14=-253/350, 6) Gable studs spaced at 1-4-0 oc. 14-15=-265/362, 15-16=-285/379, 7) This truss has been designed for a 10.0 psf bottom 16-17=-324/421, 17-18=-375/461, chord live load nonconcurrent with any other live loads. 18-58=-382/470, 19-58=416/495, 8) * This truss has been designed for a live load of 20.Opsf 19-20=458/529, 20-21=-500/565, on the bottom chord in all areas where a rectangle 21-22=-543/600, 22-23=-585/635, 3-06-00 tall by 2-00-00 wide will fit between the bottom 23-24=-627/670, 24-25=-668/706, chord and any other members. 25-26=-726/736, 26-27=-830/822, 9) A plate rating reduction of 20% has been applied for the 27-28=-866/841 green lumber members. Job Truss Truss Type Qty Ply P1-PLAN 1 AD01 Common Supported Gable 1 1 Job Reference (optional) Builder FirstSource, M.BRITT o6 4 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:20:19 Page: 1 ID:b1 Tb501 POfPGvW7W WvPF3myt6Sj-X1 vZ5mff2V2ZLzHG5C2XwZi6MkthV WSs5jrn9ysDOg 6-7-0 13-5-4 r-1-4 1 6-7-0 6-10-3 -8- 2x4 u 4x8= 12 3x6 = 3x6 = 3x4= 4 74-10 14-14 74-10 6-8-10 Scale = 1:46.3 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.30 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.14 Horiz(TL) 0.00 6 n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix-MSH Weight: 75 lb FT = 20% LUMBER 6) A plate rating reduction of 20% has been applied for the TOP CHORD 2x4 DF No.2 G green lumber members. BOT CHORD 2x4 DF No.2 G 7) Provide mechanical connection (by others) of truss to WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF bearing plate capable of withstanding 106 lb uplift at joint Stud G 6, 23 lb uplift at joint 7 and 32 lb uplift at joint 5. BRACING 8) This truss is designed in accordance with the 2018 TOP CHORD Structural wood sheathing directly applied or International Building Code section 2306.1 and 6-0-0 oc purlins, except end verticals. referenced standard ANSI/TPI 1. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 9) This truss has been designed for a moving concentrated racing. load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with MiTek recommends that Stabilizers and any other live loads. required cross bracing be installed during 10) This truss is designed for a creep factor of 3.01, which is truss erection, in accordance with Stabilizer used to calculate the Vert(CT) deflection perANSI/TPI 1. Installation guide. LOAD CASE(S) Standard REACTIONS (lb/size) 5=220/14-1-4, (min. 0-1-8), 6=660/14-1-4, (min. 0-1-8), 7=252/14-1-4, (min. 0-1-8) Max Horiz 7=166 (LC 9) Max Uplift 5=-32 (LC 8), 6=-106 (LC 8), 7=-23 (LC 8) Max Grav 5=220 (LC 1), 6=660 (LC 1), 7=252 (LC 25) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-6=-502/223, 3-5=-373/307 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-8-8 to 3-8-8, Interior (1) 3-8-8 to 13-11-15, Exterior(2E) 13-11-15 to 14-6-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. Job Truss Truss Type Qty Ply P1-PLAN 1 AD02 Common 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:20:20 Page: 1 ID:3n IORW4KTE13kiN8g_OkAOyuDf_-?ETxJ5fHppAQz7QxppjH376t8m31 Qgrb5lTOKbysDOf I r 1 6-7-0 L 13-5-4 I. 6-7-0 6-10-3 -8- 2x4 n 4x8= _12 3x6= 3x6= 3x6= 7-4-10 14-1-4 Camber= 1/16 in 7-4-10 6-8-10 Scale = 1:45.3 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.06 6-7 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.15 6-7 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.65 Horz(CT) 0.01 5 n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix-MSH Weight: 75 lb FT = 20% LUMBER 6) Refer to girder(s) for truss to truss connections. TOP CHORD 2x4 DF No.2 G 7) Provide mechanical connection (by others) of truss to BOT CHORD 2x4 DF No.2 G bearing plate capable of withstanding 74 lb uplift at joint WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 7 and 87 lb uplift at joint 5. Stud G 8) This truss is designed in accordance with the 2018 BRACING International Building Code section 2306.1 and TOP CHORD Structural wood sheathing directly applied or referenced standard ANSI/TPI 1. 6-0-0 oc purlins, except end verticals. 9) This truss has been designed for a moving concentrated BOT CHORD Rigid ceiling directly applied or 10-0-0 oc load of 6.01b dead located at all mid panels and at all racing. panel points along the Bottom Chord, nonconcurrent with any other live loads. MiTek recommends that Stabilizers and 10) This truss is designed for a creep factor of 3.01, which is required cross bracing be installed during used to calculate the Vert(CT) deflection perANSI(TPI 1. truss erection, in accordance with Stabilizer LOAD CASE(S) Standard Installation guide. REACTIONS (lb/size) 5=566/0-5-8, (min. 0-1-8), 7=566/ Mechanical, (min. 0-1-8) Max Horiz 7=166 (LC 9) Max Uplift 5=-87 (LC 8), 7=-74 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-786/204, 3-9=-721/216 BOT CHORD 7-10=-294/810, 6-10=-294/810 WEBS 2-6=-370/193, 3-6=-188/762, 2-7=-757/133, 3-5=-703/381 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-8-8 to 3-8-8, Interior (1) 3-8-8 to 13-11-15, Exterior(2E) 13-11-15 to 14-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. Job Truss Truss Type Qty Ply P1-PLAN 1 VT13 Valley 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:20:20 Page: 1 I D:aldjlgvDlKrG2u3eUpkwusyssPA-?ETxJ5fHppAQz7QxppjH376_zm7hQ_yb5lTOKbysDOf 1.5x4 n 12 3 r 2 7 T1 1 11 1- -0 6 to FJ 3 0-0- 9 2x6 0 1.5x4 n Scale = 1:21.5 L3-11-1 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.07 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.00 Horiz(TL) 0.00 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 10 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=109/3-11-1, (min. 0-1-8), 3=109/3-11-1, (min. 0-1-8) Max Horiz 1=26 (LC 9) Max Uplift 1=-15 (LC 8), 3=-18 (LC 12) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 18 lb uplift at joint 3 and 15 lb uplift at joint 1. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 1 VT14 Valley 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:20:20 Page: 1 I D:6GSVsJYv5e7a_UCJvlvQlZysscX-?ETxJ5fHppAQz7QxppjH376xEm564_yb5lTOKbysDOf 0-0 5-11-1 1.5x4 n 31F2 9 6 T1 9 10 1- -0 B1 LJ 3 8 3x6 c 1.5x4 n Scale = 1:23.4 5-11-1 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.24 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.00 Horiz(TL) 0.00 3 n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix -MP Weight: 16 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 5-11-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=191/5-11-1, (min. 0-1-8), 3=191/5-11-1, (min. 0-1-8) Max Horiz 1=46 (LC 9) Max Uplift 1=-26 (LC 8), 3=-31 (LC 12) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-314/142 BOT CHORD 1-7=-191/292, 7-10=-191/292, 1-10=-191/292 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 1-2-8 to 4-2-8, Interior (1) 4-2-8 to 5-10-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 3 and 26 lb uplift at joint 1. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 1 VT15 Valley 1 1 Job Reference (optional) Builder FirstSource, M.BRITT 2-0-0 0-0- = Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:20:20 Page: 1 ID:2yB6WOvrWez7g 1 eg2XF9R3yssP9-?ETxJ5fHppAQz7QxppjH376yPm6EQ_1 b5ITOKbysDOf 1.5x4 n 1.5x4 n 3x4 c 1.5x4 n 1.5x4 n 2- -0 Scale = 1:25.4 7-11-1 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.16 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.06 Horiz(TL) 0.00 4 n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix -MP Weight: 24 lb FT = 20% LUMBER 6) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 3 lb uplift at joint 4, BOT CHORD 2x4 DF No.2 G 15 lb uplift atjoint 1 and 66 lb uplift atjoint 5. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 OF 7) This truss is designed in accordance with the 2018 Stud G International Building Code section 2306.1 and OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 OF referenced standard ANSI/TPI 1. Stud G 8) This truss has been designed for a moving concentrated BRACING load of 6.0Ib dead located at all mid panels and at all TOP CHORD Structural wood sheathing directly applied or panel points along the Bottom Chord, nonconcurrent with 6-0-0 oc purlins, except end verticals. any other live loads. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 9) This truss is designed for a creep factor of 3.01, which is bracin used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=151/7-11-1, (min. 0-1-8), 4=17/7-11-1, (min. 0-1-8), 5=377/7-11-1, (min. 0-1-8) Max Horiz 1=65 (LC 9) Max Uplift 1=-15 (LC 8), 4=-3 (LC 9), 5=-66 (LC 12) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-269/188 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 1-2-8 to 4-2-8, Interior (1) 4-2-8 to 7-10-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. Job Truss Truss Type Qty Ply P1-PLAN 1 VT16 Valley 1 1 Job Reference (optional) Builder FirstSource, M.BRITT 0-0-4 \ 14� 3x4 a Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:20:20 Page: 1 I D:2yB6WOvrWez7g 1 eg2XF9R3yssP9-?ETxJ5fHppAQz7Qxppj H376yUm6AQ_Gb5lTOKbysDOf 6Mliiff 1.5x4 n 1.5x4 u 13 7 14 6 15 1.5x4 n 1.5x4 a 1.5x4 n Scale = 1:27.3 9-11-1 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.17 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.04 Horiz(TL) 0.00 5 n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix-MSH Weight: 32 lb FT = 20% LUMBER 6) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 OF No.2 G bearing plate capable of withstanding 100 lb uplift atjoint BOT CHORD 2x4 DF No.2 G (s) 5, 1, 6, 7. WEBS 2x4 OF No.2 G or 2x4 DF Std G or 2x4 OF 7) This truss is designed in accordance with the 2018 Stud G International Building Code section 2306.1 and OTHERS 2x4 OF No.2 G or 2x4 DF Std G or 2x4 OF referenced standard ANSI/TPI 1. Stud G 8) This truss has been designed for a moving concentrated BRACING load of 6.0Ib dead located at all mid panels and at all TOP CHORD Structural wood sheathing directly applied or panel points along the Bottom Chord, nonconcurrent with 6-0-0 oc purlins, except end verticals. any other live loads. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 9) This truss is designed for a creep factor of 3.01, which is bracin used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 9-11-1. (lb) - Max Horiz 1=85 (LC 11) Max Uplift All uplift 100 (lb) or less atjoint(s) 1,5,6,7 Max Grav All reactions 250 (lb) or less at joint (s) 1, 5, 6 except 7=375 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-7=-259/139 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 1-2-8 to 4-2-8, Interior (1) 4-2-8 to 9-10-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. Job Truss Truss Type Qty Ply P1-PLAN 1 VT17 Valley 1 1 Job Reference (optional) Builder FirstSource, M.BRITT 0-0-4 3x4 0 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:20:20 Page: 1 ID:2yB6WOvrWez7g 1 eg2XF9R3yssP9-?ETxJ5fHppAQz7QxppjH376yRm6CQ_Fb5ITOKbysDOf 1.5x4 n 1.5x4 n 15 9 16 8 17 7 18 1.5x4 n 1.5x4 n 1.5x4 n 1.5x4 u Scale = 1:30 11-11-1 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.17 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.05 Horiz(TL) 0.00 6 n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix-MSH Weight: 41 lb FT = 20% LUMBER 7) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 OF No.2 G bearing plate capable of withstanding 100 lb uplift atjoint BOT CHORD 2x4 DF No.2 G (s) 6, 1, 7, 8, 9. WEBS 2x4 OF No.2 G or 2x4 DF Std G or 2x4 OF 8) This truss is designed in accordance with the 2018 Stud G International Building Code section 2306.1 and OTHERS 2x4 OF No.2 G or 2x4 DF Std G or 2x4 OF referenced standard ANSI/TPI 1. Stud G 9) This truss has been designed for a moving concentrated BRACING load of 6.0Ib dead located at all mid panels and at all TOP CHORD Structural wood sheathing directly applied or panel points along the Bottom Chord, nonconcurrent with 6-0-0 oc purlins, except end verticals. any other live loads. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 10) This truss is designed for a creep factor of 3.01, which is bracin used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 11-11-1. (lb) - Max Horiz 1=105 (LC 9) Max Uplift All uplift 100 (lb) or less at joints) 1,6,7,8,9 Max Grav All reactions 250 (Ib) or less at joint (s) 1, 6, 7, 8 except 9=382 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-9=-265/113 NOTES 1) Wind: ASCE 7-16; Vult=11 Omph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 1-2-8 to 4-2-8, Interior (1) 4-2-8 to 11-10-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. Job Truss Truss Type Qty Ply P1-PLAN 1 BA00 Common 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:23:02 Page: 1 ID:P 1 sgN_m9BYSQ6hTL2ednXlytA2u-FOFBJVdufbaROOp4JgdGeHpar3MO03yRLyizOCysDM7 Tl� I I 0-3-1�5r__ 1 Scale = 1:49.4 1-3-0 4-11-0 1, 10-3-0 1, 15-7-0 1, 20-6-01,21-9-011 1-3-0 4-11-0 5-4-0 5-4-0 4-11-0 1-3-0 4x6 = 2x4 n 2x4 n 2x4 n 2x4 u 12 2x4 112x4n 5x6o 3 r 2xa n g 7 8 10 11 2x4 n 5x6 c 36 6 1 Z37 5 13 4x6, 4 14 4x6_- S 5 S 35 3 S 3 S 3 S 15 38 39 5116 40 27 41 26 42 25 43 24,Q3 45 2ZE21 47 20 48 19 49 18 50 3x4= 3x10n 1.5x411 1.5x411 1.5x4u 3x4= 3x10 n 1.5x4 n 1.5x4 n 1.5x4 n 6x8= 6x8= 6-3-0 14-3-0 20-6-0 6-3-0 8-0-0 6-3-0 17 Plate Offsets (X, Y): [2:0-2-14,Edge], [3:0-3-0,Edge], [15:0-3-0,Edge], [16:0-2-14,Edge], [19:0-3-9,0-3-0], [26:0-3-9,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.34 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.84 Horz(CT) 0.01 23 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 97 lb FT = 20% LUMBER BOT CHORD 2-39=-710/752, 2-39=-396/438, TOP CHORD 2x4 DF No.2 G *Except* T2:2x6 DF No.2 G 2-40=-1609/1682, 27-40=-966/999, BOT CHORD 2x4 DF No.2 G 2741=-288/325, 2641=-216/253, WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 2642=-1439/1465, 25-42=-1202/1214, Stud G 2543=-965/990, 2443=-648/748, OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 2444=-490/515, 2344=-284/309, Stud G 2345=-261/286, 2245=-261/286, 22-46=-284/309, 21-46=-478/515, BRACING 2147=-626/751, 2047=-964/990, TOP CHORD Structural wood sheathing directly applied or 20-48=-1202/1214, 19-48=-1439/1465, 4-10-5 oc purlins. 18-49=-268/321, 18-50=-947/983, BOT CHORD Rigid ceiling directly applied or 4-10-10 oc 16-50=-1609/1663, 16-51=-384/457, racing. 16-51=-699/771 MiTek recommends that Stabilizers and WEBS 4-27=-1864/1753, 14-18=-1870/1750, required cross bracing be installed during 14-19=-2243/2204, 4-26=-2241/2201 truss erection, in accordance with Stabilizer NOTES Installation guide. 1) Unbalanced roof live loads have been considered for this REACTIONS All bearings 20-6-0. 2) design. Wind: ASCE 7-16; Vult=110mph (3-second gust) (lb) - Max Horiz 2=45 (LC 46), 28=45 (LC 46) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. Max Uplift All uplift 100 (lb) or less atjoint(s) 1 (l) II; Exp C; Enclosed; MWFRS (envelope) exterior zone 20, 21i 3, 24, 2 except 2=-588 and C-C Exterior(2E) -1-3-7 to 1-8-9, Interior (1) 1-8-9 to 29 , 1 =- (LC 32), (LC(LC 29), C 32),91 10-3-0, Exterior(2R) 10-3-0 to 13-3-0, Interior (1) 13-3-0 40), (LC 18=47), l71826=-(89 0), to 21-9-0 zone; cantilever left and right exposed ; end 128928=-(8 36 , 2 -1721 36), 27=-1721 vertical left and right exposed;C-C for members and (LC 37), 3 forces & MWFRS for reactions shown; Lumber (LC 37) DOL=1.60 plate grip DOL=1.60 Max Grav All reactions 250 (lb) or less at joint 3) Truss designed for wind loads in the plane of the truss (s) 20, 21, 22, 23, 24, 25 except only. For studs exposed to wind (normal to the face), 2=644 (LC 50), 16=643 (LC 49), see Standard Industry Gable End Details as applicable, 18=1879 (LC 49), 19=1251 (LC or consult qualified building designer as perANSI/TPI 1. 42), 26=1251 (LC 51), 27=1878 4) All plates are 2x4 MT20 unless otherwise indicated. (LC 50), 28=644 (LC 50), 32=643 5) Gable requires continuous bottom chord bearing. (LC 49) 6) Gable studs spaced at 1-4-0 oc. FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 7) This truss has been designed for a 10.0 psf bottom (lb) or less except when shown. chord live load nonconcurrent with any other live loads. TOP CHORD 2-35=-1708/1714, 3-35=-1421/1492, 8) * This truss has been designed for a live load of 20.Opsf 3-4=-966/473, 4-5=-1960/1971, on the bottom chord in all areas where a rectangle 5-36=-1488/1525, 6-36=-1114/1163, 3-06-00 tall by 2-00-00 wide will fit between the bottom 6-7=-994/1027, 7-8=-506/552, 8-9=-276/322, chord and any other members. 9-10=-276/316, 10-11=-506/555, 9) A plate rating reduction of 20% has been applied for the 11-12=-994/1027, 12-37=-1114/1159, green lumber members. 13-37=-1487/1522, 13-14=-1962/1968, 14-15=-993/473, 15-38=-1456/1480, 16-38=-1708/1714 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 23, 24, 25, 21, 20 except (jt=lb) 2=588, 16=592, 26=1288,27=1720,19=1290,18=1717,2=588,16=592. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total drag load of 7300 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 20-6-0 for 356.1 plf. 14) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 15) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 1 B1300 Common Structural Gable 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:23:03 Page: 1 ID:4oPTgbuhDPhFJg4vi4bl8cyt9pE-kbpZWreWQui IOAOGsXBVAVMkfTeB7ZGbacS WYeysDM6 -1-3-8 11-2-10 36-9-0 6-6-6 10-0-9 17-9-0 35-6-0 1-3-8 6-6-6 3-6-3 6-6-6 17-9-0 1-3- 1-2-1 4x8= 3�2 2x6-- o 9 10 114� 3x6= 3x10= 3x6= 1.5x4n 1.5x4u 1.5x4n 1.5x4n 1.5x4n 1.5x4n 3x6= 1.5x4 n 1.5x4 n 1.5x4 n 1.5x411 1.5x4 n 3x6= 6x8= 1.5x4 n 10-0-12 20-7-7 35-6-0 10-0-12 10-6-11 14-10-9 Scale = 1:66.6 Plate Offsets (X, Y): [2:0-1-2,Edge], [4:0-3-0,0-2-0], [10:04-0,Edge], [22:0-4-0,Edge], [34:0-4-0,0-2-4] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.56 Vert(CT) n/a n/a 999 BCLL 0.0' Rep Stress Incr YES WB 0.58 Horz(CT) -0.01 47 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 196 lb FT = 20% LUMBER TOP CHORD TOP CHORD 2x6 DF No.2 G `Except" T4,T1:2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 34-36. JOINTS 1 Brace at Jt(s): 37, 40,42 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. WEBS REACTIONS All bearings 35-6-0. (lb) - Max Horiz 2=76 (LC 16), 48=76 (LC 16) Max Uplift All uplift 100 (Ib) or less at joint(s) 2, 23, 27, 28, 29, 30, 34, 47, 48 except 25=-190 (LC 9), 26=-566 (LC 1), 33=-341 (LC 3), 36=-172 (LC 12) Max Grav All reactions 250 (lb) or less at joint (s) 23, 26, 27, 28, 29, 30, 32, 33, 47 except 2=379 (LC 25), 25=961 (LC 1), 34=1004 (LC 1), 36=961 (LC 25), 48=379 (LC 25) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 3-4=-145/591, 4-5=-121/564, 5-6=-172/571, 6-52=-142/526, 7-52=-141/533, 7-8=-119/512, 8-9=-117/525, 9-10=-110/520, 10-11=-96/500, 11-12=-104/505, 12-13=-112/496, 13-53=-150/603, 14-53=-155/588, 14-15=-152/555, 15-16=-163/547, 16-17=-176/551, 17-18=-188/551, 18-19=-201/552, 19-20=-217/564, 20-21=-188/444, 21-22=-244/590, 22-54=-250/573, 23-54=-255/567 34-58=-524/282, 33-58=-524/282, 33-59=-524/282, 32-59=-524/282, 31-32=-524/282, 30-31=-524/282, 30-60=-524/282, 29-60=-524/282, 29-61=-524/282, 28-61=-524/282, 28-62=-524/282, 27-62=-524/282, 27-63=-524/282, 26-63=-524/282, 26-64=-524/282, 25-64=-524/282, 25-65=-524/282,23-65=-524/282 4143=-645/270, 4041=-698/287, 3940=-687/284, 37-39=-702/288, 37-38=-720/293, 34-38=-729/299, 13-34=-572/154, 20-26=-139/408, 21-25=-750/238, 4-36=-285/128, 3643=-774/239, 3-36=-667/168 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E)-1-3-15 to 2-2-11, Interior (1) 2-2-11 to 17-9-0, Exterior(2R) 17-9-0 to 21-3-10, Interior (1) 21-3-10 to 36-9-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 23, 34, 30, 29, 28, 27, 2, 23, 2 except (jt=lb) 33=341, 26=566, 25=190, 36=171. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.0Ib dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 1 BB02 Common 10 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:23:03 Page: 1 ID:os29PFjuCwh6LV2KhM Vig IyuDpn-kbpZWreWQui IOAOGsX8VAVMftTdk7UxbacS WYeysDM6 -1-3-0 36-9-0 7-7-12 12-5-7 17-9-0 20-7-12 25-0-14 35-6-0 1-3- 7-7-12 4-9-11 5-3-9 2-10-12 5-5-2 9-5-2 1-3- i, 5-0-0 I 3x6a MT20HS 5x12 = 3x10- 5 F2 324 6 25 4 3x4 0 3 5K 0- 227 23 02 10 28 15 29 14 30 31 32 13 33 12 1134 3x10= 1.5x4o 6x12= 3x4= 3x4= 42= 3x6= 4x5= 20-8-12 4-9-2 [ 12-5-7 17-9-0 [ 20-7-12 27-6-12 4-9-2 7-8-5 5-3-9 2-10-12 6-10-0 0-1-0 Camber = 7/16 in Scale = 1:66.5 3x4-- 7 26 368 9 10 35 1.5x4p 3x10= 35-6-0 [ 7-11-4 Plate Offsets (X, Y): [4:0-3-12,0-1-8], [13:0-0-1,Edge], [14:0-3-0,0-3-0], [16:0-4-0,0-2-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.17 14-15 >999 240 MT20HS 165/146 TCDL 14.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.60 14-15 >416 180 MT20 220/195 BCLL 0.0' Rep Stress Incr YES WB 0.92 Horz(CT) 0.05 12 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 164 lb FT = 20% LUMBER WEBS 6-12=-105/674, 7-12=-1177/239, TOP CHORD 2x4 DF No.2 G 13-16=0/255, 5-16=-1493/198, 4-14=0/462, BOT CHORD 2x4 DF 180OF 1.6E G or 2x4 DF No.1&Btr G 6-16=-1481/238, 12-16=-2623/241, WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 3-14=-875/208, 3-15=0/503, 4-16=-2689/316, Stud G 7-10=0/378 BRACING NOTES TOP CHORD Structural wood sheathing directly applied or 1) Unbalanced roof live loads have been considered for this 3-9-7 oc purlins. design. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 2) Wind: ASCE 7-16; VuIt=11 Omph (3-second gust) bracing. Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. WEBS 1 Row at mid t 4-16 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-3-7 to 2-3-3, Interior (1) 2-3-3 to MiTek recommends that Stabilizers and 17-9-0, Exterior(2R) 17-9-0 to 21-3-10, Interior (1) required cross bracing be installed during 21-3-10 to 36-9-7 zone; cantilever left and right truss erection, in accordance with Stabilizer exposed ; end vertical left and right exposed;C-C for Installation guide. members and forces & MWFRS for reactions shown; REACTIONS (lb/size) 2=76110-5-8, (min. 0-1-8), Lumber DOL=1.60 plate grip DOL=1.60 8=426/0-5-8, (min. 0-1-8), 3) 80.01bAC unit load placed on the bottom chord, 15-1-3 12=1978/0-5-8, (min. 0-2-2) from left end, supported at two points, 3-0-0 apart. Max Horiz 2=-77 (LC 13) 4) All plates are MT20 plates unless otherwise indicated. Max Uplift 2=-134 (LC 8), 8=-129 (LC 9), 5) This truss has been designed for a 10.0 psf bottom 12=-56 (LC 9) chord live load nonconcurrent with any other live loads. ' Max Grav 2=799 (LC 25), 8=490 (LC 26), 6) This truss has been designed for a live load of 20.Opsf 12=1978 (LC 1) on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 chord and any other members. (lb) or less except when shown. 7) A plate rating reduction of 20% has been applied for the TOP CHORD 2-23=-2050/199, 3-23=-2000/221, green lumber members. 3-4=-903/105, 4-24=-189/2109, 8) Provide mechanical connection (by others) of truss to 5-24=-178/2168, 5-6=-216/2543, bearing plate capable of withstanding 134 lb uplift atjoint 6-25=-35/1140, 7-25=-55/1060, 2, 129 lb uplift at joint 8 and 56 lb uplift at joint 12. 7-26=-396/221, 8-26=-456/172 9) This truss is designed in accordance with the 2018 BOT CHORD 2-27=-99/672, 2-27=-99/672, International Building Code section 2306.1 and 2-28=-228/1940, 15-28=-228/1940, referenced standard ANSI/TPI 1. 15-29=-254/1625, 14-29=-254/1625, 10) This truss has been designed for a moving concentrated 14-30=-68/770, 30-31=-68/770, load of 6.01b dead located at all mid panels and at all 31-32=-68/770, 13-32=-68/770, panel points along the Bottom Chord, nonconcurrent with 13-33=-73/716, 12-33=-73/716, any other live loads. 11-12=-287/250, 11-34=-287/250, 11) This truss is designed for a creep factor of 3.01, which is 10-34=-287/250, 10-35=-182/384, used to calculate the Vert(CT) deflection perANSI/TPI 1. 8-35=-182/384, 8-36=-59/284, 8-36=-59/284 LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 1 BB03 Common 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:23:04 Page: 1 ID:A7ZJHZzK8o3L1 hNt?jv7xvytAcn-CnNxkAe9BCg9eKzSQFfkjivp_tvRs_rkpGB344ysDM5 -1-3-0 36-9-0 L 7-7-12 12-5-7 17-9-0 [ 20-7-12 26-0-14 1, 35-6-0 1-3- 7-7-12 4-9-11 5-3-9 2-10-12 9-5-2 1-3- 5-0-0 1 1 5x6= 3x10% 5 3x4a ;ixb= 1.6x4p 3x6= 1.5x4 . 6x12= 3x4= 3x4= 4x5= 3x10= 3x10= 4-9-2 12-5-7 17-9-0 20-7-12 27-6-12 35-6-0 4-9-2 7-8-5 5-3-9 2-10-12 6-11-0 7-11 4 Camber = 5/16 in Scale = 1:66.5 Plate Offsets (X, Y): [4:0-3-12,0-1-8], [13:0-1-12,0-2-0], [14:0-3-0,0-3-4], [16:0-2-4,0-2-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.15 10-22 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.44 10-22 >405 180 BCLL 0.0* Rep Stress Incr NO WB 0.75 Horz(CT) 0.01 8 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 164 lb FT = 20% LUMBER WEBS 6-12=-384/143, 7-12=-1165/246, TOP CHORD 2x4 DF No.2 G 13-16=-244/325, 5-16=-430/114, BOT CHORD 2x4 DF No.2 G 4-14=-378/136, 6-16=-128/346, WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 12-16=-652/346, 3-14=-551/286, Stud G *Except* W5:2x4 DF No.2 G 3-15=-356/348, 7-10=0/369 BRACING TOP CHORD Structural wood sheathing directly applied or 5-10-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 10-12. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 20-11-8. except 8=0-5-8 (lb) - Max Horiz 2=-77 (LC 39), 17=-77 (LC 39) Max Uplift All uplift 100 (lb) or less at joint(s) except 2=-126 (LC 29), 8=-199 (LC 32), 12=456 (LC 40), 13=-233 (LC 45), 14=-108 (LC 30), 15=-167 (LC 37), 17=-126 (LC 29) Max Grav All reactions 250 (lb) or less at joint (s) except 2=296 (LC 53), 8=535 (LC 54), 12=1318 (LC 54), 13=311 (LC 40), 14=719 (LC 1), 15=354 (LC 53), 17=296 (LC 53) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-294/478, 4-24=-194/320, 5-24=-118/268, 5-6=-44/379, 6-25=-114/707, 7-25=-112/627, 7-26=-596/282, 8-26=-694/379 BOT CHORD 15-29=-325/339, 14-30=-361/250, 30-31=-291/169, 31-32=-291/157, 13-32=-291/120, 13-33=-307/147, 12-33=-311/188, 11-12=-152/423, 11-34=-65/423, 10-34=-164/423, 10-35=-231/570, 8-35=-326/664, 8-36=-118/338, 8-36=-143/363 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-3-7 to 2-3-3, Interior (1) 2-3-3 to 17-9-0, Exterior(2R) 17-9-0 to 21-3-10, Interior (1) 21-3-10 to 36-9-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) 80.01b AC unit load placed on the bottom chord, 15-1-3 from left end, supported at two points, 3-0-0 apart. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 126 lb uplift at joint 2, 198 lb uplift at joint 8, 455 lb uplift at joint 12, 233 lb uplift at joint 13, 108 lb uplift at joint 14, 167 lb uplift at joint 15 and 126 lb uplift at joint 2. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 12) This truss has been designed for a total drag load of 1000 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 35-6-0 for 28.2 plf. 13) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 1 BB04 Common 2 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:23:04 Page: 1 ID:sJhBbHF?I KGbDeUOgXbUYjyt9mB-CnNxkAe9BCg9eKzSQFfkjivsotuBs_rkpGB344ysDM5 -1-3-0 34-0-0 5-1-10 10-1-0 15-0-0 20-6-5 26-1-0 32-9-0 1-3-0 5-1-10 4-11-6 4-11-0 5-6-5 5-6-12 6-8-0 1-3-0I 12 3x4 3- 20 4 4x12o 3 o 4x5u 19 � 1 2 1031 15 23 14 13 24 4x6= 3x6= 4x8= Camber = 5/8 in Scale = 1:65.1 4x6= 5 21 3x4o 6 1.5x4 o 7 12 25 11 10 26 3x10= 4x8= 3x4= 6-8-2 15-0-0 23-3-14 32-9-0 6-8-2 8-3-14 8-3-14 9-5-2 �-_ r t.�� 4x8= Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.28 10-12 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.91 10-12 >430 180 BCLL 0.0* Rep Stress Incr YES WB 0.75 Horz(CT) 0.22 8 n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix-MSH Weight: 144 lb FT = 20% LUMBER 2) Wind: ASCE 7-16; VuIt=11Omph (3-second gust) TOP CHORD 2x4 DF No.2 G Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. BOT CHORD 2x4 DF No.2 G II; Exp C; Enclosed; MWFRS (envelope) exterior zone WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 OF and C-C Exterior(2E) 1-5-9 to 4-8-14, Interior (1) 4-8-14 Stud G to 17-9-0, Exterior(2R) 17-9-0 to 21-0-5, Interior (1) BRACING 21-0-5 to 36-9-7 zone; cantilever left and right exposed ; TOP CHORD Structural wood sheathing directly applied or woodpurlins, end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber 2truct oc except end verticals. DOLtruss plate grip BOT CHORD Rigid ceiling directly applied or 2-2-0 oc 3) f This truss has been designed fora 10.0 psf bottom designed bracing. chord live load nonconcurrent with any other live loads. WEBS 1 Row at mid t 3-15 4) * This truss has been designed for a live load of 20.Opsf MiTek recommends that Stabilizers and on the bottom chord in all areas where a rectangle required cross bracing be installed during 3-06-00 tall by 2-00-00 wide will fit between the bottom truss erection, in accordance with Stabilizer chord and any other members. Installation guide. 5) A plate rating reduction of 20% has been applied for the green lumber members. REACTIONS (lb/size) 8=1424/0-5-8, (min. 0-1-8), 6) Provide mechanical connection (by others) of truss to 15=1435/0-5-8, (min. 0-1-8) bearing plate capable of withstanding 192 Ib uplift atjoint Max Horiz 15=-78 (LC 17) 8 and 178 lb uplift at joint 15. Max Uplift 8=-192 (LC 9), 15=-178 (LC 8) 7) This truss is designed in accordance with the 2018 FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 International Building Code section 2306.1 and (lb) or less except when shown. referenced standard ANSI/TPI 1. TOP CHORD 2-19=-344/72, 3-19=-296/90, 3-4=-3002/442, 8) This truss has been designed for a moving concentrated 4-20=-2564/402, 5-20=-2520/418, load of 6.01b dead located at all mid panels and at all 5-21=-2520/419, 6-21=-2570/399, panel points along the Bottom Chord, nonconcurrent with 6-7=-3879/539, 7-22=-4358/628, any other live loads. 8-22=-4385/609, 2-15=-368/143 9) This truss is designed for a creep factor of 3.01, which is BOT CHORD 15-23=-344/2810, 14-23=-344/2810, used to calculate the Vert(CT) deflection perANSI/TPI 1. 13-14=-345/2860, 13-24=-345/2860, LOAD CASE(S) Standard 12-24=-345/2860, 12-25=-418/3341, 11-25=418/3341, 10-11=418/3341, 10-26=-556/4228, 8-26=-556/4228, 8-27=-174/1397, 8-27=-174/1397 WEBS 5-12=-91/897, 6-12=-1038/219, 6-10=-23/600, 7-10=-589/179, 3-15=-2718/380, 4-12=-569/163 NOTES 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Qty Ply P1-PLAN 1 BB05 Common 4 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:23:04 Page: 1 I D:aVgOG Waxxdg myn2al iap8Qyt91 m-Cn NxkAe9BCg9eKzSQ Ffkj ivsfttYszvkpGB344ysD M5 -1-3-0 5-1-10 10-1-0 15-0-0 20-6-5 26-1-0 32-9-0 1-3-0 5-1-10 4-11-6 4-11-0 5-6-5 5-6-12 6-8-0 312 3x4 - 22 4 4x5 e 3 4x5u 21 1 2 1-o-s � 16 25 15 14 26 3x10= 3x6= 4x8= Camber = 11/16 Scale = 1:61 4x6= 5 23 3x6o 6 RE 46. 7 3x4o 24 8 30 9 13 27 12 11 28 1029 3x10= 4x8= 3x4= 2x411 6x12= 4x6= 6-8-2 15-0-0 23-3-14 28-11-15 32-9-0 6-8-2 8-3-14 8-3-14 5-8-1 3-9-1 r ry- Plate Offsets (X, Y): [9:0-4-15,Edge], [9:04-15,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.28 11-13 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.98 11-13 >398 180 BCLL 0.0* Rep Stress Incr YES WB 0.81 Horz(CT) 0.22 9 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 151 lb FT = 20% LUMBER 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) TOP CHORD 2x4 DF No.2 G Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. BOT CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G 11; Exp C; Enclosed; MWFRS (envelope) exterior zone *Except* B3:2x4 DF No.1&Btr G and C-C Exterior(2E) 1-5-9 to 4-8-14, Interior (1) 4-8-14 WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF to 17-9-0, Exterior(2R) 17-9-0 to 21-0-5, Interior (1) Stud G 21-0-5 to 35-3-4 zone; cantilever left and right exposed ; SLIDER Right 2x4 DF Stud or No.2 or Std G-- 2-6-0 end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber BRACING DOL=1.60 plate grip DOL=1.60 TOP CHORD Structural wood sheathing directly applied or 3) This truss has been designed for a 10.0 psf bottom 2-2-0 oc purlins, except end verticals. chord live load nonconcurrent with any other live loads. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc 4) * This truss has been designed for a live load of 20.Opsf bracing. on the bottom chord in all areas where a rectangle WEBS 1 Row at mid t 3-16 3-06-00 tall by 2-00-00 wide will fit between the bottom MiTek recommends that Stabilizers and chord and any other members. required cross bracing be installed during 5) A plate rating reduction of 20% has been applied for the truss erection, in accordance with Stabilizer green lumber members. Installation guide. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 304 lb uplift atjoint REACTIONS (lb/size) 9=1639/0-5-8, (min. 0-1-12), 9 and 196 lb uplift at joint 16. 16=1459/0-5-8, (min. 0-1-9) 7) This truss is designed in accordance with the 2018 Max Horiz 16=-66 (LC 17) International Building Code section 2306.1 and Max Uplift 9=-304 (LC 9), 16=-196 (LC 8) referenced standard ANSI/TPI 1. FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 8) This truss has been designed for a moving concentrated (lb) or less except when shown. load of 6.01b dead located at all mid panels and at all TOP CHORD 2-21=-343/73, 3-21=-296/91, 3-4=-3068/487, panel points along the Bottom Chord, nonconcurrent with 4-22=-2649/457, 5-22=-2605/471, any other live loads. 5-23=-2605/474, 6-23=-2654/461, 9) Hanger(s) or other connection device(s) shall be 6-7=-4108/702, 7-24=-5242/1070, provided sufficient to support concentrated load(s) 214 lb 8-24=-5284/1080, 8-9=-4059/798, down and 123 lb up at 31-4-14, and 211 lb down and 2-16=-366/143 130 lb up at 33-4-14 on top chord. The design/selection BOT CHORD 16-25=-405/2862, 15-25=-405/2862, of such connection device(s) is the responsibility of 14-15=-416/2935, 14-26=-416/2935, others. 13-26=416/2935, 13-27=-528/3495, 10) This truss is designed for a creep factor of 3.01, which is 12-27=-528/3495, 11-12=-528/3495, used to calculate the Vert(CT) deflection perANSI/TPI 1. 11-28=-812/4582, 10-28=-812/4582, LOAD CASE(S) Standard 10-29=-996/5096, 9-29=-996/5096, 1) Dead + Roof Live (balanced): Lumber Increase=1.25, 9-30=-996/5096, 9-30=-996/5096 Plate Increase=1.25 WEBS 5-13=-116/938, 6-13=-1122/273, Uniform Loads (lb/ft) 6-11=-102/683, 7-11=-760/283, Vert: 1-2=-68, 2-5=-68, 5-9=-68, 16-17=-14 3-16=-2777/419, 4-13=-557/171, Concentrated Loads (lb) 7-10=-221/616 Vert: 18=-171, 24=-174 NOTES 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Qty Ply P1-PLAN 1 BB06 Common 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:23:05 Page: 1 ID:Eg7d4lxxWkOLW N6dx50dJryt9cF-gzxJxWfnyWzOFTYf_yAzFwR4rH l5bROu 1 wxddXysDM4 i, 5-1-10 1, 10-1-0 1, 15-0-0 20-6-5 26-1-0 32-9-0 5-1-10 4-11-6 4-11-0 5-6-5 5-6-12 6-8-0 1-0-3 1: 3x10= Camber = 5/8 in Scale = 1:59.2 3x6= 4x8= 46= 4 0-3-fl5k__ 3x10= 4x8= 3x4= 2x4,, 6x12= 3x6= 6-8-2 15-0-0 23-3-14 28-11-15 32-9-0 6-8-2 8-3-14 8-3-14 5-8-1 3-9-1 Plate Offsets (X, Y): [8:0-4-15,Edge], [8:0-6-6,0-3-5] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.27 10-12 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.92 10-12 >423 180 BCLL 0.0* Rep Stress Incr YES WB 0.73 Horz(CT) 0.22 8 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 149 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G SLIDER Right 2x4 DF Stud or No.2 or Std G-- 2-6-0 BRACING 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 2-10-13 to 6-2-1, Interior (1) 6-2-1 to 17-9-0, Exterior(2R) 17-9-0 to 21-0-5, Interior (1) 21-0-5 to 35-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber TOP CHORD Structural wood sheathing directly applied or DOL=1.60 plate grip DOL=1.60 2-9-8 oc purlins, except end verticals. 3) This truss has been designed for a 10.0 psf bottom BOT CHORD Rigid ceiling directly applied or 6-7-14 oc chord live load nonconcurrent with any other live loads. bracing. 4) * This truss has been designed for a live load of 20.Opsf WEBS 1 Row at mid t 2-15 on the bottom chord in all areas where a rectangle MiTek recommends that Stabilizers and 3-06-00 tall by 2-00-00 wide will fit between the bottom required cross bracing be installed during chord and any other members. truss erection, in accordance with Stabilizer 5) A plate rating reduction of 20% has been applied for the Installation guide. green lumber members. REACTIONS -1-8), (lb/size) 8=1327/0-5-8, (min. 0-1-8), ( 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 293 lb uplift at joint 1=1327/0-5-8, (min. 8 and 255 lb uplift at joint 15. Max Horiz 15=-72 (LC 47) 7) This truss is designed in accordance with the 2018 Max Uplift 8=-293 (LC 32), 15=-255 (LC 29) International Building Code section 2306.1 and FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 referenced standard ANSI/TPI 1. (lb) or less except when shown. 8) This truss has been designed for a moving concentrated TOP CHORD 1-20=-301/109, 2-20=-320/205, load of 6.01b dead located at all mid panels and at all 2-3=-3009/627, 3-21=-2547/515, panel points along the Bottom Chord, nonconcurrent with 4-21=-2504/455, 4-22=-2504/528, any other live loads. 5-22=-2554/610, 5-6=-3791/900, 9) This truss has been designed for a total drag load of 6-7=-4333/1018, 7-8=-3457/846 1000 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) BOT CHORD 15-23=-659/2826, 14-23=-496/2826, Connect truss to resist drag loads along bottom chord 13-14=-551/2851, 13-24=-426/2851, from 0-0-0 to 32-9-0 for 30.5 plf. 12-24=-439/2851, 12-25=-583/3299, 10) This truss is designed for a creep factor of 3.01, which is 11-25=-586/3299, 10-11=-710/3299, used to calculate the Vert(CT) deflection perANSI/TPI 1. 10-26=-841/4065, 9-26=-1006/4065, LOAD CASE(S) Standard 9-27--990/4204, 8-27=-1007/4204, 8-28=-1013/4204, 8-28=-1065/4204 WEBS 4-12=-110/890, 5-12=-1010/224, 5-10=-32/533, 6-10=-513/179, 2-15=-2777/696, 3-12=-576/203 NOTES 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Qty Ply P1-PLAN 1 BB07 Common 7 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:23:05 Page: 1 ID:Eg7d4lxxWkOLW N6dx50dJryt9cF-gzxJxWfnyWzOFTYf_yAzFwR1 YHEQbR4u 1 wxddXysDM4 4x6= Camber = 11/16 Scale = 1:59.2 5-1-10 10-1-0 15-0-0 20-6-5 26-1-0 32-9-0 5-1-10 4-11-6 4-11-0 5-6-5 5-6-12 6-8-0 4x6= 4 3x6= 4x8= 3x10= 4x8= 3x4= 3x4= 6-8-2 15-0-0 23-3-14 28-9-11 32-9-0 6-8-2 8-3-14 8-3-14 5-5-13 3-11-5 4x8= 0-3-1 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.28 9-11 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.96 9-11 >408 180 BCLL 0.0* Rep Stress Incr YES WB 0.75 Horz(CT) 0.23 7 n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix-MSH Weight: 145 lb FT = 20% LUMBER 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) TOP CHORD 2x4 DF No.2 G Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. BOT CHORD 2x4 DF No.2 G II; Exp C; Enclosed; MWFRS (envelope) exterior zone WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 OF and C-C Exterior(2E) 2-10-13 to 6-2-1, Interior (1) 6-2-1 Stud G to 17-9-0, Exterior(2R) 17-9-0 to 21-0-5, Interior (1) BRACING 21-0-5 to 35-6-0 zone; cantilever left and right exposed ; TOP CHORD Structural wood sheathing directly applied or end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber 2-2-5 oc purlins, except end verticals. DOL=1.60 plate grip DOL=1.60 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc 3) This truss has been designed for a 10.0 psf bottom bracing. chord live load nonconcurrent with any other live loads. WEBS 1 Row at mid t 2-14 4) * This truss has been designed for a live load of 20.Opsf MiTek recommends that Stabilizers and on the bottom chord in all areas where a rectangle required cross bracing be installed during 3-06-00 tall by 2-00-00 wide will fit between the bottom truss erection, in accordance with Stabilizer chord and any other members. Installation guide. 5) A plate rating reduction of 20% has been applied for the green lumber members. REACTIONS (lb/size) 7=1337/0-5-8, (min. 0-1-8), 6) Provide mechanical connection (by others) of truss to 14=1337/0-5-8, (min. 0-1-8) bearing plate capable of withstanding 149 lb uplift at joint Max Horiz 14=-74 (LC 17) 7 and 130 lb uplift at joint 14. Max Uplift 7=-149 (LC 9), 14=-130 (LC 8) 7) This truss is designed in accordance with the 2018 FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 International Building Code section 2306.1 and (lb) or less except when shown. referenced standard ANSI/TPI 1. TOP CHORD 1-18=-302/60, 2-3=-3035/456, 8) This truss has been designed for a moving concentrated 3-19=-2580/409, 4-19=-2537/427, load of 6.0Ib dead located at all mid panels and at all 4-20=-2537/426, 5-20=-2586/413, panel points along the Bottom Chord, nonconcurrent with 5-6=-3892/562, 6-21=-4503/634, any other live loads. 7-21=4534/620 9) This truss is designed for a creep factor of 3.01, which is BOT CHORD 14-22=-376/2849, 13-22=-376/2849, used to calculate the Vert(CT) deflection perANSI/TPI 1. 12-13=-372/2880, 12-23=-372/2880, LOAD CASE(S) Standard 11-23=-372/2880, 11-24=438/3355, 10-24=438/3355, 9-10=438/3355, 9-25=-585/4247, 8-25=-585/4247, 8-26=-567/4369, 7-26=-567/4369, 7-27=-212/1487, 7-27=-212/1487 WEBS 4-11=-93/903, 5-11 =-1 034/221, 5-9=-33/572, 6-9=-607/174, 2-14=-2800/403, 3-11=-574/164 NOTES 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Qty Ply P1-PLAN 1 BB08 Common 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:23:05 Page: 1 I D: M?3EBgr6KavV6rUoDggwKryt9OA-gzxJxWfnyWzOFTYf_yAzFwR4MHJjbRYu 1 wxddXysDM4 5-1-10 10-1-0 15-0-0 20-6-5 26-1-10 29-1-4 32-9-0 5-1-10 4-11-6 4-11-0 5-6-5 5-7-5 2-11-11 3-7-11 4x6= 4 B 9 28 3x10= 3x6= 4x6= 3x10= 3x6= 3x4= 3x10= 3x4= 6-8-2 15-0-0 23-3-14 29-1-4 32-9-0 6-8-2 8-3-14 8-3-14 5-9-7 3-7-11 Camber = 5/16 in Scale = 1:59.2 Plate Offsets (X, Y): [9:0-3-9,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.13 12-14 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.47 12-14 >743 180 BCLL 0.0* Rep Stress Incr YES WB 0.72 Horz(CT) 0.13 9 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 146 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone dCCE 2 t ' 2E 10132 t 61 1 t ' 1 621 TOP CHORD Structural wood sheathing directly applied or an - x error( ) - - o - - n error ( ) - - to 17-9-0, Exterior(21R) 17-9-0 to 21-0-5, Interior (1) 3-9-7 oc purlins, except end verticals. 21-0-5 to 35-6-0 zone; cantilever left and right exposed ; BOT CHORD Rigid ceiling directly applied or 10-0-0 oc end vertical left and right exposed;C-C for members and braci bracing, Except: bract forces & MWFRS for reactions shown; Lumber obracing: 8-9. 9. DOL=1.60 plate grip DOL=1.60 WEBS 1 Row at mid t 3) This truss has been designed for a 10.0 psf bottom MiTek recommends that Stabilizers and chord live load nonconcurrent with any other live loads. required cross bracing be installed during 4) * This truss has been designed for a live load of 20.Opsf truss erection, in accordance with Stabilizer on the bottom chord in all areas where a rectangle Installation guide. 3-06-00 tall by 2-00-00 wide will fit between the bottom REACTIONS N All bearings 3-9-8. except 15=0-5-8 except 5) chord and any other members. A plate rating reduction of 20 /o has been applied for the (I - Max Horigrin 1 =-74-9-8. (LC green lumber members. Max Uplift All uplift 100 (lb) or less at joint(s) 6) Provide mechanical connection (by others) of truss to except 8=-251 (LC 1), 9=-234 (LC bearing plate capable of withstanding 250 lb uplift at joint 9), 15=-124 (LC 8), 16=-251 (LC 1) 8 124 lb uplift at joint 15, 234 lb uplift at joint 9 and 250 Max Grav All reactions 250 (lb) or less at joint Ib uplift at joint 8. (s) 8, 16 except 9=2013 (LC 1), 7) This truss is designed in accordance with the 2018 15=1141 (LC 1) International Building Code section 2306.1 and FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 referenced standard ANSI/TPI 1. (lb) or less except when shown. 8) This truss has been designed for a moving concentrated TOP CHORD 1-19=-276/57, 2-3=-2484/382, load of 6.01b dead located at all mid panels and at all 3-20=-1908/318, 4-20=-1864/336, panel points along the Bottom Chord, nonconcurrent with 4-21 =-1 864/333, 5-21=-1915/318, any other live loads. 5-6=-1910/290, 6-22=-158/1326, 9) Hanger(s) or other connection device(s) shall be 7-22=-178/1227, 7-23=-186/1342, provided sufficient to support concentrated load(s) 270 lb 8-23=-194/1336 down and 88 lb up at 31-4-14 on top chord. The design/ BOT CHORD 15-24=-312/2370, 14-24=-312/2370, selection of such connection device(s) is the 13-14=-288/2280, 13-25=-288/2280, responsibility of others. 12-25=-288/2280, 12-26=-265/2064, 10) This truss is designed for a creep factor of 3.01, which is 11-26=-265/2064, 10-11=-265/2064, used to calculate the Vert(CT) deflection perANSI/TPI 1. 10-27=-159/1213, 9-27=-159/1213, LOAD CASE(S) Standard 9-28=-1262/201, 8-28=-1262/201, 1) Dead + Roof Live (balanced): Lumber Increase=1.25, 8-29=-344/54, 8-29=-344/54 Plate Increase=1.25 WEBS 4-12=49/584, 5-12=-405/160, Uniform Loads (lb/ft) 5-10=-374/122, 6-10=-46/698, Vert: 1-4=-68, 4-8=-68, 15-16=-14 2-15=-2310/337, 3-12=-614/165, Concentrated Loads (lb) 6-9=-2844/414, 7-9=-496/131 Vert: 22=-230 Job Truss Truss Type Qty Ply P1-PLAN 1 BB09 Common 8 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:23:06 Page: 1 ID:IGy_figXJ9p2X9_zLM3X1kyt9Hk-8AVh9sgPjp5ttd6rYghCo7_G3hfpKw?1GagA9zysDM3 30-8-0 5-1-10 10-1-0 15-0-0 20-6-5 26-1-0 2- 5-1-10 4-11-6 4-11-0 9 5-0 5-6-5 5-6-12 3 4-0 1-3-0� 3�2 3x4n 17 3 4x5-- T 2 °' 3x4 n 16 a 1 1-0-3 1 15 20 14 13 21 3x10= 3x6= 4x6= Camber = 3/8 in Scale = 1:61 4x6= 4 18 3x4, 5 12 22 11 10 3x10= 4x6= 3x4= 4x8-- 6 19 2x4n 7 8 9 1-0-J 1-111� 23 3x6= 6-8-2 i, 15-0-0 23-3-14 29-5-0 6-8-2 8-3-14 8-3-14 6-1-2 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.14 12-14 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.51 12-14 >687 180 BCLL 0.0* Rep Stress Incr YES WB 0.58 Horz(CT) 0.15 9 n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix-MSH Weight: 139 lb FT = 20% LUMBER 3) This truss has been designed for a 10.0 psf bottom TOP CHORD 2x4 DF No.2 G chord live load nonconcurrent with any other live loads. BOT CHORD 2x4 DF No.2 G 4) * This truss has been designed for a live load of 20.Opsf WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF on the bottom chord in all areas where a rectangle Stud G 3-06-00 tall by 2-00-00 wide will fit between the bottom BRACING chord and any other members. TOP CHORD Structural wood sheathing directly applied or 5) A plate rating reduction of 20% has been applied for the 3-8-1 oc purlins, except end verticals. green lumber members. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 6) Refer to girder(s) for truss to truss connections. bracing. 7) Provide mechanical connection (by others) of truss to WEBS 1 Row at mid t 2-15 bearing plate capable of withstanding 171 lb uplift at joint 9 and 126 lb uplift at joint 15. MiTek recommends that Stabilizers and 8) This truss is designed in accordance with the 2018 required cross bracing be installed during International Building Code section 2306.1 and truss erection, in accordance with Stabilizer referenced standard ANSI/TPI 1. Installation guide. 9) This truss has been designed for a moving concentrated REACTIONS (lb/size) 9=1294/0-5-8, (min. 0-1-8), load of 6.01b dead located at all mid panels and at all 15=1192/ Mechanical, (min. 0-1-8) Panel points along the Bottom Chord, nonconcurrent with Max Horiz 15=41 (LC 17) any other live loads. Max Uplift 9=-171 (LC 9), 15=-126 (LC 8) 10) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 LOAD CASE(S) Standard (lb) or less except when shown. TOP CHORD 1-16=-283/57, 2-3=-2628/396, 3-17=-2082/344, 4-17=-2038/356, 4-18=-2038/351, 5-18=-2089/338, 5-6=-2423/355 BOT CHORD 15-20=-342/2495, 14-20=-342/2495, 13-14=-325/2436, 13-21=-325/2436, 12-21=-325/2436, 12-22=-310/2402, 11-22=-310/2402, 10-11=-310/2402, 10-23=-260/1982, 9-23=-260/1982 WEBS 4-12=-59/668, 5-12=-558/167, 6-10=0/409, 2-15=-2437/350, 3-12=-603/164, 6-9=-2171 /321 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=11 Omph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 2-10-13 to 5-10-13, Interior (1) 5-10-13 to 17-9-0, Exterior(2R) 17-9-0 to 20-9-0, Interior (1) 20-9-0 to 33-5-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Job Truss Truss Type Qty Ply P1-PLAN 1 BB10 Common Supported Gable 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:23:06 Page: 1 ID:1 AMT?3D6vhe5gQYgOD5kWGyt9Ef-8AVh9sgPjp5ttd6rYghCo7_A7hiwKrW 1 GagA9zysDM3 Scale = 1:56.7 3-7-11 3-7-11 15-0-0 11-4-4 2x4 n 31r 2x4u 2x4 n 2x4 n 2x4 a 2x4 n 7x10o 3x10n 4 3x10u 2 483 1 Qf 5x8 n 8x12= g2x4u 77�8 5 55 42 56 41 57 949 10 264-4 29-5-0 0-8-0 11-4-4 3-0-12 1-3-0 2x4 u 4x6= 2x4n 2x4n 2x4 n 2x4 n 11 12 13 14 5q5 2x4n 2x4n 16 2x4n 7x8o 17 18 19 2x4n 4x6, r ST S 20 S S 2122 4x6 n S 23 S S1 24 s ST 25 1-1-1 26 �� 8x12= 4x5n 5x8n 4-11-11 25-0-4 29-5-0 4-11-11 20-0-9 4-4-12 Plate Offsets (X, Y): [3:0-4-4,0-2-0], [21:04-0,0-24], [22:0-2-10,Edge], [26:Edge,0-3-9], [29:0-3-9,Edge], [44:0-3-9,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.43 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.93 Horz(CT) 0.01 37 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 177 lb FT = 20% LUMBER TOP CHORD 1-2=-566/586, 2-48=-683/700, TOP CHORD 2x6 DF No.2 G *Except* T3:2x4 DF No.2 G 3-48=-806/829, 3-4=-2767/2773, BOT CHORD 2x4 DF No.2 G 4-5=-2549/2570, 5-6=-2160/2190, WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 6-7=-1822/1868, 7-8=-1487/1536, Stud G *Except* W2:2x4 DF No.2 G 8-9=-1151/1202, 9-49=-815/869, OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 1049=-534/668, 10-11=479/538, Stud G *Except* ST2:2x4 DF No.2 G 12-13=-272/338, 13-14=-614/677, 4-50=-767/810, 15-50=-950/1006, 11 BRACING 16-17=-1622/1663, TOP CHORD Structural wood sheathing directly applied or 17-18=-1957/1991, 18-19=-2294/2315, 4-5-5 oc purlins, except end verticals. 19-20=-2669/2690, 20-21=-2921/2926, BOT CHORD Rigid ceiling directly applied or 3-11-8 oc 21-22=-328/363, 23-24=424/431, racing. 24-26=-267/308 MiTek recommends that Stabilizers and BOT CHORD 47-51=-269/270, 46-51=-586/587, required cross bracing be installed during 46-52=-619/621, 45-52=-917/918, truss erection, in accordance with Stabilizer 45-53=-1065/1066, 44-53=-1248/1249, Installation guide. 44-54=-2425/2462, 43-54=-2254/2292, 43-55=-2094/2131,42-55=-1928/1966, REACTIONS All bearings 29-5-0. 42-56=-1763/1800, 41-56=-1597/1634, (lb) - Max Horiz 47=-51 (LC 39) 41-57=-1432/1469, 40-57=-1266/1304, Max Uplift All uplift 100 (lb) or less atjoint(s) 40-58=-1101/1138, 39-58=-936/973, 27, 31, 32, 33, 34, 35, 36, 37, 38, 39-59=-770/807, 38-59=-604/642, 39, 40, 41, 42, 47 except 26=-392 38-60=-439/477, 36-61=-239/276, (LC 32), 28=4059 (LC 32), 36-62=-272/309, 35-62=-570/607, 29=-3383 (LC 39), 30=-133 (LC 35-63=-735/772, 34-63=-901/938, 39), 43=-155 (LC 38), 44=-3707 34-64=-1066/1104, 33-64=-1232/1269, (LC 38), 45=-4294 (LC 39), 33-65=-1397/1433, 32-65=-1563/1600, 46=489 (LC 29) 32-66=-1724/1765, 31-66=-1893/1931, Max Grav All reactions 250 (lb) or less at joint 31-67=-2059/1964, 30-67=-2224/2262, (s) 27, 30, 31, 32, 33, 34, 35, 36, 30-68=-2389/2427, 29-68=-2555/2559, 37, 38, 39, 40, 41, 42, 43, 47 29-69=-682/694, 28-69=-385/397, except 26=404 (LC 49), 28=4134 28-70=-352/364, 26-71=-388/400 (LC 49), 29=3378 (LC 50), WEBS 4-44=-591/560, 3-45=-4340/4302, 44=3693 (LC 47), 45=4355 (LC 2-46=-554/508, 20-29=-454/426, 46), 46=556 (LC 50) 21-28=-4064/4034, 21-29=-4931/4972, FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 3-44=-5559/5608 (lb) or less except when shown. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 2-10-13 to 5-10-13, Interior (1) 5-10-13 to 17-9-0, Exterior(2R) 17-9-0 to 20-9-0, Interior (1) 20-9-0 to 33-5-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 47, 37, 38, 39, 40, 41, 42, 36, 35, 34, 33, 32, 31, 27 except Qt=lb) 26=391, 43=155, 44=3706, 45=4294, 46=489, 30=133, 29=3382, 28=4058. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total drag load of 7300 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 29-5-0 for 248.2 plf. 14) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 1 BC01 Common Girder 1 2 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:23:07 Page: 1 ID:IKNN_IKt_rGRI1 euTnf9Umyt96m-cM33MCh 1 U7DkVnh15NCRLLXNu4xH3HgBV EQkhPysDM2 1.5x4 n 6x8= 3 �2 4 5 3x4 c 5x8-- u� 1.5x4c 3 k 6 3x10o M v 2 3x4= 7 7x8 n 1 21 HW 32 8Ff 0-3- 9 22 16 15 23 142413 25 26 12 1127 28 2910 301 3x4= 3x4= 4x6= 3x4= 6x8= 8x12= 3x10n 4x12= 5x10= 17-2-12 17-1-12 8-6-10 16-0-0 23-7-2 26-6-12 32-0-0 8-6-10 7-5-6 6-4-7 2-11-10 5-54 Camber = 1/4 in 1-1-12 0-0-15 Scale = 1:64.6 Plate Offsets (X, Y): [1:0-4-12,0-04], [8:0-34,0-0-6], [8:0-1-10,2-3-8], [11:0-3-9,0-5-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.14 10-20 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.42 10-20 >419 180 BCLL 0.0* Rep Stress Incr NO WB 0.99 Horz(CT) -0.04 13 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 332 lb FT = 20% LUMBER TOP CHORD 2x4 DF N0.2 G *Except* T2:2x4 DF 180OF 1.6E G or 2x4 DF No.1 &Btr G BOT CHORD 2x6 DF 180OF 1.6E G or 2x6 DF SS G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G WEDGE Right: 2x4 DF Stud or No.2 or Std G BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-13 REACTIONS (lb/size) 1=-448/0-5-8, (min. 0-1-8), 8=3300/0-5-8, (min. 0-1-13), 13=8080/0-5-8, (min. 0-4-5) Max Horiz 1=-76 (LC 39) Max Uplift 1=-767 (LC 37), 8=-889 (LC 24), 13=-874 (LC 22) Max Grav 1=631 (LC 36), 8=3372 (LC 46), 13=8080 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2241/3358, 2-3=-1800/3539, 3-4=-1417/4532, 4-5=-517/4584, 5-6=-1302/4680, 6-7=-4353/1732, 7-8=-8106/2399 BOTCHORD 1-21=-1976/1571, 1-21=-1912/1426, 1-22=-3235/2155, 16-22=-3235/1842, 15-16=-3422/1416, 15-23=-3422/1165, 14-23=-3422/1072, 14-24=-4341/636, 13-24=4341/636, 13-25=-637/4197, 25-26=-904/4197,12-26=-904/4197, 11-12=-1308/4197, 11-27=-1719/7883, 27-28=-1856/7883, 28-29=-1974/7883, 10-29=-1993/7883, 10-30=-2171/7898, 30-31=-2207/7898, 8-31=-2313/7898, 8-32=-2163/8260, 8-32=-2417/8259 WEBS 4-14=-1985/309, 6-11=-477/4493, 3-16=0/414, 5-13=-550/159, 6-13=-8809/1083, 4-13=-497/342, 7-11=-4048/555, 2-16=-344/115, 3-14=-1489/274, 7-10=-260/2134 NOTES 1) 2-ply truss to be connected together with 1 Od (0.131 "xY) 12) Use Simpson Strong -Tie LUS26 (4-SD9112 Girder, 4- nails as follows: SD9212 Truss, Single Ply Girder) or equivalent spaced Top chords connected as follows: 2x4 - 1 row at 0-6-0 at 2-0-0 oc max. starting at 18-1-4 from the left end to oc. 30-1-4 to connect truss(es) BB09 (1 ply 2x4 DF) to front Bottom chords connected as follows: 2x6 - 2 rows face of bottom chord. staggered at 0-7-0 oc. 13) Fill all nail holes where hanger is in contact with lumber. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 14) This truss is designed for a creep factor of 3.01, which is 2) All loads are considered equally applied to all plies, used to calculate the Vert(CT) deflection perANSI/TPI 1. except if noted as front (F) or back (B) face in the LOAD LOAD CASE(S) Standard CASE(S) section. Ply to ply connections have been 1) Dead + Roof Live (balanced): Lumber Increase=1.25, provided to distribute only loads noted as (F) or (B), Plate Increase=1.25 unless otherwise indicated. Uniform Loads (lb/ft) 3) Unbalanced roof live loads have been considered for this Vert: 1-4=-68, 4-9=-68, 1-8=-14 design. Concentrated Loads (lb) 4) Wind: ASCE 7-16; VuIt=11Omph (3-second gust) Vert: 12=-1178, 25=-1178, 26=-1178, 27=-1178, Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 29=-1178, 31=-1178, 32=-1178 11; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 767 lb uplift at joint 1, 889 lb uplift at joint 8 and 874lb uplift at joint 13. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 11) This truss has been designed for a total drag load of 3700 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 32-0-0 for 115.6 plf. Job Truss Truss Type Qty Ply P1-PLAN 1 BCO2 Common 6 1 Job Reference (optional) Builder FirstSource, M.BRITT A a v Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:23:08 Page: 1 ID:Nd72i8J?2VOmKk1 HWXboUfyuE2V-4YcSaYhfFRLb7xGEf5kgtY3XrULaogLKju9HEsysDM1 17-1-12 33-3-0 �1-3-01, 8-6-10 16-0-0 23-5-6 32-0-0 1-3-0 8-6-10 7-5-6 6-3-10 8-6-10 1-3-J 1-1-12 4x8= PWI 1.5x4 n :ix1u= 3X4= I.5x4 3x6= 3x10= p 3x6= 3x6= 1 9-2-0 1 7-11-12 11 6-10-0 1 7-11-4 1 0-0-15 Camber = 3/8 in Scale = 1:61.3 Plate Offsets (X, Y): [2:0-2-6,Edge], [7:0-3-6,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.14 13-16 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.51 13-16 >406 180 BCLL 0.0' Rep Stress Incr YES WB 0.59 Horz(CT) 0.01 11 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 129 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-3-7 to 1-10-15, Interior (1) 1-10-15 to 16-0-0, Exterior(2R) 16-0-0 to 19-2-6, Interior (1) 19-2-6 to 33-3-7 zone; cantilever left and right exposed 0 end vertical left and right exposedEC-C for TOP CHORD Structural wood sheathing directly applied or members and forces & MWFRS for reactions shown; 5-3-0 oc purlins. Lumber DOL=1.60 plate grip DOL=1.60 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 3) This truss has been designed for a 10.0 psf bottom bracing, Except: chord live load nonconcurrent with any other live loads. 10-0-0 oc bracing: 2-13. 4) ' This truss has been designed for a live load of 20.Opsf WEBS 1 Row at mid t 6-11 on the bottom chord in all areas where a rectangle MiTek recommends that Stabilizers and 3-06-00 tall by 2-00-00 wide will fit between the bottom required cross bracing be installed during chord and any other members. truss erection, in accordance with Stabilizer 5) A plate rating reduction of 20% has been applied for the Installation guide. green lumber members. REACTIONS (lb/size) 2= 562/0-5-8, (min. 0-1-8), 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 126 lb uplift at joint 7=562/0-5-8, (min. 0-1-8), 21 118 lb uplift at joint 11 and 121 lb uplift at joint 7. 11=1805/0-5-8, (min. 0-1-15) 7) This truss is designed in accordance with the 2018 Max Horiz 2=70 (LC 12) International Building Code section 2306.1 and Max Uplift 2=-126 (LC 8), 7=-121 (LC 9), referenced standard ANSI/TPI 1. 11=-118 (LC 8) 8) This truss has been designed for a moving concentrated Max Grav 2=613 (LC 25), 7=502 (LC 26), load of 6.01b dead located at all mid panels and at all 11=1805 (LC 1) panel points along the Bottom Chord, nonconcurrent with FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 any other live loads. (lb) or less except when shown. 9) This truss is designed for a creep factor of 3.01, which is TOP CHORD 2-20=-975/173, 3-20=-941/200, used to calculate the Vert(CT) deflection perANSI/TPI 1. 3-21=-834/208, 4-21 =-762/22 1, LOAD CASE(S) Standard 4-5=-52/1051, 5-22=-78/1089, 6-22=-95/995, 6-23=-510/186, 7-23=-549/147 BOT CHORD 2-24=-88/432, 2-24=-88/432, 2-25=-197/912, 13-25=-197/912, 12-13=-705/156, 12-26=-705/156, 11-26=-705/156, 11-27=-192/444, 10-27=-192/444, 9-10=-192/444, 9-28=-151/495, 7-28=-151/495, 7-29=-53/302, 7-29=-53/302 WEBS 3-13=-592/187, 4-13=-231/1447, 4-11=-1128/187, 6-11 =-1 255/241, 6-9=0/299, 5-11=-303/105 NOTES 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Qty Ply P1-PLAN 1 BC03 Common Supported Gable 1 1 Job Reference (optional) Builder FirstSource, M.BRITT n t A 4 4 Scale = 1:61.3 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:23:08 Page: 1 ID:sUzH?wnnMHmzg6sD2HNsnZyuEBM-4YcSaYhfFRLb7xGEf5kgtY3fHUSmoySKju9H EsysDM 1 33-3-0 1-3-01, 16-0-0 32-0-0 i, t1-3-0 16-0-0 16-0-0 1-3-0'� 4x6= 2x4n 2x4n 2x4 u 12 2x4n 2x4n 2x4n 3F 2x4n 2x4n 2x4 n . in 13 , A . _ •,,,,, .. 3x4= 3x4= 3x4= 3x4= Plate Offsets (X, Y): [3:0-3-0,Edge], [23:0-3-0,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.15 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.07 Horz(CT) 0.01 35 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 171 lb FT = 20% LUMBER BOT CHORD 2-57=-500/555, 45-57=-427/482, TOP CHORD 2x4 DF No.2 G *Except* T2:2x6 DF No.2 G 45-58=-358/409, 44-58=-335/386, BOT CHORD 2x4 DF No.2 G 44-59=-312/359, 43-59=-289/340, OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 43-60=-266/318, 42-60=-225/288, Stud G 4142=-220/272, 29-30=-220/272, 29-70=-243/295, 28-70=-266/318, BRACING TOP CHORD Structural wood sheathing directly applied or 28-71=-289/340 27-71=-312/363 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 32-0-0. (lb) - Max Horiz 2=68 (LC 38), 46=68 (LC 38) Max Uplift All uplift 100 (lb) or less atjoint(s) 28, 29, 31, 32, 33, 34, 37, 38, 39, 40, 42, 43 except 2=-201 (LC 29), 24=-210 (LC 32), 26=-105 (LC 39), 27=-131 (LC 54), 44=-131 (LC 53), 45=-107 (LC 38), 46=-201 (LC 29), 49=-210 (LC 32) Max Grav All reactions 250 (lb) or less at joint (s) 27, 28, 29, 31, 32, 33, 34, 35, 36, 37, 38, 39, 40, 42, 43, 44 except 2=276 (LC 1), 24=276 (LC 1), 26=523 (LC 54), 45=523 (LC 53), 46=276 (LC 1), 49=276 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-52=-588/569, 3-52=-554/543, 3-4=-519/455, 4-5=-432/436, 5-6=-360/399, 6-7=-325/359, 7-8=-283/319, 8-9=-240/280, 17-18=-240/275, 18-19=-283/310, 19-20=-325/345, 20-21=-360/380, 21-22=433/418, 22-23=480/458, 23-55=-515/504, 24-55=-549/535 27-72=-335/386, 26-72=-358/409, 26-73=-428/482, 24-73=-497/555 WEBS 22-26=-397/117, 4-45=-397/118 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-3-7 to 1-10-15, Interior (1) 1-10-15 to 16-0-0, Exterior(2R) 16-0-0 to 19-2-6, Interior (1) 19-2-6 to 33-3-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 34, 33, 32, 31, 29, 28, 37, 38, 39, 40, 42, 43 except (jt=lb) 2=201, 27=131, 26=105, 44=131, 45=106, 24=209, 2=201, 24=209. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total drag load of 1100 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 32-0-0 for 34.4 plf. 14) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 1 BE01 Flat 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Camber= 1/16 in Scale = 1:55.8 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:23:09 Page: 1 ID:5V?dol HvtmPBsHoiyP4uomyy4hd-YlAgnuiHOkTRk5rQDoFvQmcljuk1 XMyTyYvgmlysDMO 015-'r 7-6-9 14-11-6 22-0-6 2 6-0 7-0-15 7-4-13 7-0-15 0-5- 0 0-5- 0 4x12= 4x6= 10 2x6n 11 12 7 13 14 6 15 16 3x6= 3x10= 1.5x4 n 7-6-9 7-4-13 I 7-6-9 Plate Offsets (X, Y): [4:0-3-0,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.07 7-8 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.15 7-8 >589 180 BCLL 0.0' Rep Stress Incr YES WB 0.31 Horz(CT) -0.01 5 n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix-MSH Weight: 144 lb FT = 20% LUMBER 5) ' This truss has been designed for a live load of 20.Opsf TOP CHORD 2x4 DF No.2 G on the bottom chord in all areas where a rectangle BOT CHORD 2x4 DF No.2 G 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF chord and any other members, with BCDL = 7.Opsf. Stud G `Except' W1:2x6 DF No.2 G 6) A plate rating reduction of 20% has been applied for the BRACING green lumber members. TOP CHORD Structural wood sheathing directly applied or Structural l woodpurlins 7) Provide mechanical connection (by others) of truss to 6tru0 except end verticals. bearing plate capable of withstanding 100 lb uplift at joint BOT CHORD Rigid ceiling directly applied or 9-5-9 oc (s) 5 except 155. bracing. s desiglb)ned in accordance rdanc 8) This truss is designed in accordance with the 2018 WEBS 1 Row at mid t 1-7, 3-7, 3-5 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. MiTek recommends that Stabilizers and 9) This truss has been designed for a moving concentrated required cross bracing be installed during load of 6.0Ib dead located at all mid panels and at all truss erection, in accordance with Stabilizer panel points along the Bottom Chord, nonconcurrent with Installation guide. any other live loads. REACTIONS All bearings 22-6-0. 10) This truss is designed for a creep factor of 3.01, which is (lb) - Max Horiz 8=-326 (LC 8) used to calculate the Vert(CT) deflection perANSI/TPI 1. M ax u p Ip I O or ess a join (s) 5, 6 except 7=-156 (LC 13), 8=-119 (LC 8) Max Grav All reactions 250 (lb) or less at joint (s) except 5=326 (LC 2), 6=635 (LC 2), 7=780 (LC 2), 8=286 (LC 2) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-190/266 BOTCHORD 8-11=-440/456, 11-12=-440/456, 7-12=440/456 WEBS 2-7=-526/350, 3-7=-171/276, 3-6=-403/318 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply P1-PLAN 1 BE02 Flat 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:23:10 Page: 1 ID:iM3KHb5_YrJvsKGXkvm4tPyy4fH-OxkC_Ejvm2blMFQcn Wm8yz9wT153Fp?dBCeOlkysDM? 10 Camber= 1/16 in Scale = 1:57.4 7-6-9 7-0-15 4x12= 11 12-0-6 14-11-6 4-5-12 2-11-1 22-0-6 7-0-15 4x6= 12 2x6 n 13 9 8 14 7 15 3x6= 3x10= 3x4= 1.5x4n 7-6-9 7-5-13 14-11-6 7-4-13 22-6-0 7-6-9 6 Plate Offsets (X, Y): [5:0-3-0,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.06 9-10 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.13 9-10 >665 180 BCLL 0.0' Rep Stress Incr YES WB 0.26 Horz(CT) -0.01 6 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 139 lb FT = 20% LUMBER 5) ' This truss has been designed for a live load of 20.Opsf TOP CHORD 2x4 DF No.2 G on the bottom chord in all areas where a rectangle BOT CHORD 2x4 DF No.2 G 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF chord and any other members. Stud G `Except' W1:2x6 DF No.2 G 6) A plate rating reduction of 20% has been applied for the BRACING green lumber members. TOP CHORD Structural wood sheathing directly applied or 7) Provide mechanical connection (by others) of truss to 6-0-0 oc purlins, except end verticals. bearing plate at joint(s) 10. BOT CHORD Rigid ceiling directly applied or 9-7-6 oc 8) Provide mechanical connection others) of truss to bracing. bearing plate capable of withstanding 100 lb uplift at joint WEBS 1 Row at mid t 1-9, 4-9, 4-6 (s) 6, 7 except Qt=lb) 10=111, 9=150. 9) Non Standard bearing condition. Review required. MiTek recommends that Stabilizers and 10) This truss is designed in accordance with the 2018 required cross bracing be installed during International Building Code section 2306.1 and truss erection, in accordance with Stabilizer referenced standard ANSI/TPI 1. Installation guide. 11) This truss has been designed for a moving concentrated REACTIONS All bearings 22-6-0. except 10=0-0-12 load of 6.01b dead located at all mid panels and at all (lb) - Max Horiz 10=-308 (LC 8) panel points along the Bottom Chord, nonconcurrent with less Max Uplift All uplift 100 (lb) or less at joint(s) t j any other live loads. 12) This truss is designed for a creep factor of 3.01, which is 6, 7 except 9=-150 except(LC 1 6, 7 e used to calculate the Vert(CT) deflection perANSI/TPI 1. 1 8) Max Grav All reactions 250 (lb) or less at joint LOAD CASE(S) Standard (s) 10 except 6=307 (LC 1), 7=531 (LC 1), 9=731 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-193/255 BOT CHORD 10-13=-425/435, 9-13=-425/435 WEBS 2-9=-526/351, 4-9=-160/258, 4-7=-423/328 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply P1-PLAN 1 BE03 Flat 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:23:10 Page: 1 I D: U3mmVgrJd5ST8SGCA8Lrjmyy4d 1-OxkC_Ejvm2blMFQcn Wm8yz9wT153FgddBCeOlkysDM? 4x12= 4x6= 11 12 3x10= 3x4= 1.5x4u 0-1 12 22-6-0 7-6-9 � 14-11-6 � 22-5-10 Camber= 1/16 in 7-5-13 74-13 7-6-4 Scale = 1:55.5 0- -12 0- -6 Plate Offsets (X, Y): [5:0-3-0,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.06 9-10 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.13 9-10 >670 180 BCLL 0.0' Rep Stress Incr YES WB 0.22 Horz(CT) 0.00 6 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 134 lb FT = 20% LUMBER 1oint 5) ' This truss has been designed for a live load of 20.Opsf TOP CHORD 2x4 DF No.2 G on the bottom chord in all areas where a rectangle BOT CHORD 2x4 DF No.2 G 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF chord and any other members. Stud G `Except' W1:2x6 DF No.2 G 6) A plate rating reduction of 20% has been applied for the BRACING green lumber members. TOP CHORD Structural wood sheathing directly applied or 7) Provide mechanical connection (by others) of truss to 6-0-0 oc purlins, except end verticals. bearing plate at joint(s) 10, 6. BOT CHORD Rigid ceiling directly applied or 9-9-6 oc 8) Provide mechanical connection others) of truss to bracing. bearing plate capable of withstanding 100 lb uplift at joint WEBS 1 Row at mid t 1-9, 4-9, 4-6 (s) 6, 7 except Qt=lb) 10=103, 9=144. 9) Non Standard bearing condition. Review required. MiTek recommends that Stabilizers and 10) This truss is designed in accordance with the 2018 required cross bracing be installed during International Building Code section 2306.1 and truss erection, in accordance with Stabilizer referenced standard ANSI/TPI 1. Installation guide. 11) This truss has been designed for a moving concentrated REACTIONS All bearings 0-0-12. except 9=22-6-0, 7=22-6-0 load of 6.01b dead located at all mid panels and at all (lb) - Max Horiz 10=-291 (LC 8) panel points along the Bottom Chord, nonconcurrent with es Max Uplift All uplift 100 (lb) or less at joints) any other live loads. 12) This truss is designed for a creep factor of 3.01, which is 67 except 9=-145 , 7 6, ex4 13), used to calculate the Vert(CT) deflection perANSI/TPI 1. (LC 8) Max Grav All reactions 250 (Ib) or less at' LOAD CASE(S) Standard (s) 10 except 6=298 (LC 1), 7=551 (LC 1), 9=717 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 10-13=-411/415, 9-13=-411/415 WEBS 2-9=-526/351, 4-7=-443/338 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply P1-PLAN 1 BE04 Flat 1 1 Job Reference (optional) Builder FirstSource, M.BRITT 9 Camber= 1/16 in Scale = 1:49.9 7-0-15 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:23:10 Page: 1 I D:SuYMo9e_WgwDKkkOGESyTCytCNX-OxkC_Ejvm2bl MFQcnWm8yz9wT153FrEdBCeOlkysDM? 4-5-12 "l 2-11-1 1 7-0-15 4x12= 4x6= 11 12 10 im UZ 6 2x611 13 9 8 14 7 15 3x6= 3x10= 3x4= 1.5x4n 7-6-9 14-11-6 22-6-0 7-6-9 7-4-13 11 7-6-9 Plate Offsets (X, Y): [5:0-3-0,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.05 9-10 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.13 9-10 >670 180 BCLL 0.0' Rep Stress Incr YES WB 0.18 Horz(CT) 0.00 6 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 129 lb FT = 20% LUMBER 5) ' This truss has been designed for a live load of 20.Opsf TOP CHORD 2x4 DF No.2 G on the bottom chord in all areas where a rectangle BOT CHORD 2x4 DF No.2 G 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF chord and any other members. Stud G `Except' W1:2x6 DF No.2 G 6) A plate rating reduction of 20% has been applied for the BRACING green lumber members. Structural TOP CHORD Structural wood sheathing directly applied or l wood 7) Provide mechanical connection (by others) of truss to 6tru0 except end verticals. bearing plate capable of withstanding 100 lb uplift at joint BOT CHORD Rigid ceiling directly applied or 9-11-5 oc 6 except 101. bracing. This desiglb)ned in accordance 8) This truss is designed in accordance with the 2018 truss dance WEBS 1 Row at mid t 1-9, 4-9, 4-6 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. MiTek recommends that Stabilizers and 9) This truss has been designed for a moving concentrated required cross bracing be installed during load of 6.0Ib dead located at all mid panels and at all truss erection, in accordance with Stabilizer panel points along the Bottom Chord, nonconcurrent with Installation guide. any other live loads. REACTIONS All bearings 22-6-0. 10) This truss is designed for a creep factor of 3.01, which is (lb) - Max Horiz 10=-273 (LC 10) used to calculate the Vert(CT) deflection perANSI/TPI 1. Max Uplift All uplift 100 (lb) or less at joint(s) LOAD CASE(S) Standard 6, 10 except 7=-101 (LC 9), 9=-139 (LC 13) Max Grav All reactions 250 (lb) or less at joint (s) 10 except 6=289 (LC 1), 7=571 (LC 1), 9=703 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 10-13=-397/394, 9-13=-397/394 WEBS 2-9=-526/351, 4-7=-463/347 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply P1-PLAN 1 BE05 Flat 1 1 Job Reference (optional) Builder FirstSource, M.BRITT 0 0 L 5 0 o 0 6 6 4 4 10 Camber= 1/16 in Scale = 1:48 7-0-15 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:23:10 Page: 1 ID:ysUjztXvE61 IVTVymxE?fcytCJo-OxkC_Ejvm2blMFQcn Wm8yz9wel53Fr5dBCeOlkysDM? 4-5-12 "1 2-11-1 7-0-15 4x8= 46= 11 12 6 2x611 13 9 8 14 7 15 3x6= 3x10= 3x4= 1.5x4n 7-6-9 14-11-6 22-6-0 7-6-9 7-4-13 7-6-9 Plate Offsets (X, Y): [5:0-3-0,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.05 9-10 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.13 9-10 >675 180 BCLL 0.0' Rep Stress Incr YES WB 0.19 Horz(CT) 0.00 6 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 125 lb FT = 20% LUMBER 5) ' This truss has been designed for a live load of 20.Opsf TOP CHORD 2x4 DF No.2 G on the bottom chord in all areas where a rectangle BOT CHORD 2x4 DF No.2 G 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF chord and any other members. Stud G `Except' W1:2x6 DF No.2 G 6) A plate rating reduction of 20% has been applied for the BRACING green lumber members. Structural TOP CHORD Structural wood sheathing directly applied or l wood 7) Provide mechanical connection (by others) of truss to 6tru0 except end verticals. bearing plate capable of withstanding 100 lb uplift at joint BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 6 except 103. bracing. This desiglb)ned in accordance 8) This truss is designed in accordance with the 2018 truss dance WEBS 1 Row at mid t 4-9 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. MiTek recommends that Stabilizers and 9) This truss has been designed for a moving concentrated required cross bracing be installed during load of 6.0Ib dead located at all mid panels and at all truss erection, in accordance with Stabilizer panel points along the Bottom Chord, nonconcurrent with Installation guide. any other live loads. REACTIONS All bearings 22-6-0. 10) This truss is designed for a creep factor of 3.01, which is (lb) - Max Horiz 10=-255 (LC 8) used to calculate the Vert(CT) deflection perANSI/TPI 1. Max Uplift All uplift 100 (lb) or less at joint(s) LOAD CASE(S) Standard 6, 10 except 7=-104 (LC 9), 9=-133 (LC 13) Max Grav All reactions 250 (lb) or less at joint (s) 10 except 6=281 (LC 1), 7=591 (LC 1), 9=690 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 10-13=-385/374, 9-13=-385/374 WEBS 2-9=-525/351, 4-7=-482/354 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply P1-PLAN 1 BE06 Flat 1 1 Job Reference (optional) Builder FirstSource, M.BRITT 10 Camber= 1/16 in Scale = 1:46 7-0-15 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:23:11 Page: 1 ID:gn 1 fQFIFkXKBiiynWyT3dUytCD3-OxkC_Ejvm2blMFQcn W m8yz9wel53FrOdBCeOlkysDM? 4-5-12 I 2-11-1 7-0-15 4x12= 4x6= 11 12 2x6n 13 9 8 14 7 15 3x6= 3x10= 3x4= 1.5x4 n 7-6-9 14-11-6 22-6-0 7-6-9 7-4-13 7-6-9 Plate Offsets (X, Y): [5:0-3-0,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.05 9-10 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.13 9-10 >680 180 BCLL 0.0* Rep Stress Incr YES WB 0.17 Horz(CT) 0.00 6 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 121 lb FT = 20% LUMBER 6) A plate rating reduction of 20% has been applied for the TOP CHORD 2x4 DF No.2 G green lumber members. BOT CHORD 2x4 DF No.2 G 7) Provide mechanical connection (by others) of truss to WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF bearing plate capable of withstanding 100 lb uplift at joint Stud G *Except* W1:2x6 DF No.2 G (s) 10, 6 except (jt=lb) 9=126, 7=104. BRACING 8) This truss is designed in accordance with the 2018 TOP CHORD Structural wood sheathing directly applied or International Building Code section 2306.1 and 6-0-0 oc purlins, except end verticals. referenced standard ANSI/TPI 1. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 9) This truss has been designed for a moving concentrated racing. load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with MiTek recommends that Stabilizers and any other live loads. required cross bracing be installed during 10) This truss is designed for a creep factor of 3.01, which is truss erection, in accordance with Stabilizer used to calculate the Vert(CT) deflection perANSI/TPI 1. Installation guide. LOAD CASE(S) Standard REACTIONS All bearings 22-6-0. (lb) - Max Horiz 10=-237 (LC 8) Max Uplift All uplift 100 (lb) or less atjoint(s) 6, 10 except 7=-105 (LC 9), 9=-127 (LC 13) Max Grav All reactions 250 (lb) or less at joint (s) 10 except 6=273 (LC 1), 7=608 (LC 1), 9=678 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 10-13=-373/354, 9-13=-373/354 WEBS 2-9=-525/351, 4-7=-500/360 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. Job Truss Truss Type Qty Ply P1-PLAN 1 BE07 Flat 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:23:11 Page: 1 I D:1 KxfrKk76w_tNvU I70QXH4ytCAV-V7laCakYXMj9_O?oKDH N VBh5OiRI_lomQsOxgBysDM_ 0 0 9 9 v 0 v 0 0 0 0 10 7-0-15 4-5-12 2-11-1 I 7-0-15 4x12 = 4x6 = 11 12 13 9 8 14 7 15 2x6 a 3x6 = 3x10= 3x4= 1.5x4n 6 11 7-6-9 14-11-6 22-6-0 Camber= 1/16 in 7-6-9 7-4-13 7-6-9 Scale = 1:44.1 Plate Offsets (X, Y): [5:0-3-0,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.05 9-10 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.13 9-10 >680 180 BCLL 0.0' Rep Stress Incr YES WB 0.16 Horz(CT) 0.00 6 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 116 lb FT = 20% LUMBER 5) ' This truss has been designed for a live load of 20.Opsf TOP CHORD 2x4 DF No.2 G on the bottom chord in all areas where a rectangle BOT CHORD 2x4 DF No.2 G 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF chord and any other members. Stud G `Except' W1:2x6 DF No.2 G 6) A plate rating reduction of 20% has been applied for the BRACING green lumber members. TOP CHORD Structural wood sheathing directly applied or Structurall wood 7) Provide mechanical connection (by others) of truss to 6tru0 except end verticals. bearing plate capable of withstanding 100 lb uplift at joint BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 6 except 104. racing.8) This in accordance This truss is designed in accordance with the 2018 truss desiglb)ned dance International Building Code section 2306.1 and MiTek recommends that Stabilizers and referenced standard ANSI/TPI 1. required cross bracing be installed during 9) This truss has been designed for a moving concentrated truss erection, in accordance with Stabilizer load of 6.0Ib dead located at all mid panels and at all Installation guide. panel points along the Bottom Chord, nonconcurrent with REACTIONS All bearings 22-6-0. any other live loads. 10) This truss is designed for a creep factor of 3.01, which is (lb) -Max Horiz 10=-220 (LC 8) used to calculate the Vert(CT) deflection perANSIITPI 1. Max Uplift All uplift 100 (lb) or less atjoint(s) 6, 10 except 7=-105 (LC 9), 9=-121 LOAD CASE(S) Standard (LC 13) Max Grav All reactions 250 (lb) or less at joint (s) except 6=267 (LC 1), 7=623 (LC 1), 9=668 (LC 1), 10=251 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 10-13=-365/334, 9-13=-365/334 WEBS 2-9=-525/351, 4-7=-514/363 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply P1-PLAN 1 BE08 Flat 1 1 Job Reference (optional) Builder FirstSource, M.BRITT 10 Camber= 1/16 in Scale = 1:42.1 IF 2x6 n 7-0-15 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:23:11 Page: 1 I D:cA5NP731FQYJngi3TWgxe4ytC3c-V7laCakYXMj9_O?oKDHNV Bh5OiRI_lxmQsOxgBysDM_ 4-5-12 I 2-11-1 7-0-15 13 9 8 14 7 15 3x10= 3x4= 1.5x4 n 7-6-9 14-11-6 22-6-0 7-6-9 7-4-13 7-6-9 12 3x6 = Plate Offsets (X, Y): [5:0-3-0,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.05 9-10 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.13 9-10 >686 180 BCLL 0.0* Rep Stress Incr YES WB 0.15 Horz(CT) 0.00 6 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 112 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G *Except* W1:2x6 DF No.2 G BRACING 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (b others) of truss to TOP CHORD Structural wood sheathing directly applied or y bearing plate capable of withstanding 100 lb uplift atjoint 6-0-0 oc purlins, except end verticals. 6 except 9=116, 7=103. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc This 8) This truss is designed in accordance with the 2018 truss desiglb)ned racing. International Building Code section 2306.1 and MiTek recommends that Stabilizers and referenced standard ANSI/TPI 1. required cross bracing be installed during 9) This truss has been designed for a moving concentrated truss erection, in accordance with Stabilizer load of 6.0Ib dead located at all mid panels and at all Installation guide. panel points along the Bottom Chord, nonconcurrent with REACTIONS All bearings 22-6-0. any other live loads. 10) This truss is designed for a creep factor of 3.01, which is (lb) -Max Horiz 10=202 (LC 9) used to calculate the Vert(CT) deflection perANSIITPI 1. Max Uplift All uplift 100 (lb) or less atjoint(s) 6, 10 except 7=-103 (LC 9), 9=-116 LOAD CASE(S) Standard (LC 12) Max Grav All reactions 250 (lb) or less at joint (s) except 6=262 (LC 1), 7=634 (LC 1), 9=660 (LC 1), 10=253 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 10-13=-359/314, 9-13=-359/314 WEBS 2-9=-525/351, 4-7=-526/364 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply P1-PLAN 1 BE09 Flat 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:23:11 Page: 1 I D: H3sAeYE5rJ8JpfyrBrSmewytBwM-V7laCakYXMj9_O?oKDH N VBh5OiRl_15mQsOxgBysDM_ 0 0 <o 1?r'> o \ co c+> 0 0 0 0 N N Camber= 1/16 in Scale = 1:45.2 10 1� 2x6 n 7-6-9 7-0-15 12-5-10 4-11-1 14-11-6 2-5-12 22-0-6 7-0-15 13 9 14 8 7 15 4x8= 3x4= 1.5x4n 7-6-9 14-11-6 22-6-0 7-6-9 7-4-13 7-6-9 12 4x6 = Plate Offsets (X, Y): [5:0-3-0,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.05 9-10 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.13 9-10 >686 180 BCLL 0.0' Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 6 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 108 lb FT = 20% LUMBER 5) ' This truss has been designed for a live load of 20.Opsf TOP CHORD 2x4 DF No.2 G on the bottom chord in all areas where a rectangle BOT CHORD 2x4 DF No.2 G 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF chord and any other members. Stud G `Except' W1:2x6 DF No.2 G 6) A plate rating reduction of 20% has been applied for the BRACING green lumber members. TOP CHORD Structural wood sheathing directly applied or Structurall wood 7) Provide mechanical connection (by others) of truss to 6tru0 except end verticals. bearing plate capable of withstanding 100 lb uplift at joint BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 6 except 7=101. racing. This desiglb)ned in accordance 8) This truss is designed in accordance with the 2018 truss International Building Code section 2306.1 and MiTek recommends that Stabilizers and referenced standard ANSI/TPI 1. required cross bracing be installed during 9) This truss has been designed for a moving concentrated truss erection, in accordance with Stabilizer load of 6.0Ib dead located at all mid panels and at all Installation guide. panel points along the Bottom Chord, nonconcurrent with REACTIONS All bearings 22-6-0. any other live loads. (lb) -Max Horiz 10=-184 (LC 8) 10) This truss is designed for a creep factor of 3.01, which is Max Uplift All uplift 100 (lb) or less atjoint(s) used to calculate the Vert(CT) deflection perANSIITPI 1. 6, 10 except 7=-101 (LC 9), 9=-112 LOAD CASE(S) Standard (LC 12) Max Grav All reactions 250 (lb) or less at joint (s) except 6=258 (LC 1), 7=642 (LC 1), 9=655 (LC 1), 10=254 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 10-13=-361/294, 9-13=-361/294 WEBS 2-9=-525/351, 4-7=-534/363 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply P1-PLAN 1 BE10 Flat 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:23:12 Page: 1 I D:5TuK6k3klddMCkKaynf_AZyy4a9-V7laCakYXMj9_O?oKDHNVBh5OiR7_IGmQsOxgBysDM_ 7-6-9 7-0-15 M o 9 v � \ A v v \ �\ 10 12-0-6 4-5-12 14-11-6 2-11-1 22-0-6 7-0-15 12 13 9 8 14 7 15 2x6 n 4x6= 4x8= 3x4= 1.5x4n 7-6-9 14-11-6 22-6-0 7-6-9 74-13 7-6-9 Camber= 1/16 in Scale = 1:45.2 Plate Offsets (X, Y): [5:0-3-0,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.05 9-10 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.13 9-10 >686 180 BCLL 0.0* Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 6 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 105 lb FT = 20% LUMBER 6) A plate rating reduction of 20% has been applied for the TOP CHORD 2x4 DF No.2 G green lumber members. BOT CHORD 2x4 DF No.2 G 7) Provide mechanical connection (by others) of truss to WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF bearing plate capable of withstanding 100 lb uplift at joint Stud G *Except* W1:2x6 DF No.2 G (s) 10, 6, 7 except Qt=lb) 9=109. BRACING 8) This truss is designed in accordance with the 2018 TOP CHORD Structural wood sheathing directly applied or International Building Code section 2306.1 and 6-0-0 oc purlins, except end verticals. referenced standard ANSI/TPI 1. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 9) This truss has been designed for a moving concentrated racing. load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with MiTek recommends that Stabilizers and any other live loads. required cross bracing be installed during 10) This truss is designed for a creep factor of 3.01, which is truss erection, in accordance with Stabilizer used to calculate the Vert(CT) deflection perANSI/TPI 1. Installation guide. LOAD CASE(S) Standard REACTIONS All bearings 22-6-0. (lb) - Max Horiz 10=-172 (LC 10) Max Uplift All uplift 100 (lb) or less atjoint(s) 6, 7, 10 except 9=-109 (LC 13) Max Grav All reactions 250 (lb) or less at joint (s) except 6=256 (LC 1), 7=646 (LC 1), 9=652 (LC 1), 10=254 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 10-13=-369/281, 9-13=-369/281 WEBS 2-9=-525/351, 4-7=-537/361 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. Job Truss Truss Type Qty Ply P1-PLAN 1 J10 Monopitch 5 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:23:12 Page: 1 I D:7dgOtdTrJhrYU9umvq 1 I BBysFEO-zKsyPvlAlfrObYa?uwoc2OEMi5rWjnXweW7UMdysDLz 1-3-0 1, 2-0-0 1-3-0 2-0-0 12 1.5x4n $ 3 T 2 N 0-4-9 .I' 4 � 1 8 1.5x4 n 2x4 = Scale = 1:40.7 Plate Offsets (X, Y): [2:0-4-4,0-0-14] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.00 4-7 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.03 Vert(CT) 0.00 4-7 >999 180 BCLL 0.0' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix -MP Weight: 10 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=199/0-5-8, (min. 0-1-8), 4=43/ Mechanical, (min. 0-1-8) Max Horiz 2=60 (LC 11) Max Uplift 2=-36 (LC 12), 4=-10 (LC 9) Max Grav 2=199 (LC 1), 4=52 (LC 19) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 4 and 36 lb uplift at joint 2. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 1 VT01 Valley 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:23:12 Page: 1 I D:13zEMRgk_61Zg3K6WeQxq?ytU6N-zKsyPvlAlfrObYa?uwoc2OEI i5mKjnXweW7UMdysDLz 3-11-0 1, 6-7-12 7-10-0 3-11-0 z1 2-8-12 1-2-4 3x4 = 12 32 T1 1- -o 3 810 129 Ri 1 3 0-04 11 3x6 0 Scale = 1:29.4 7-10-0 3x6 Plate Offsets (X, Y): [2:0-2-0,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.37 Vert(TL) n/a n/a 999 BCLL 0.0' Rep Stress Incr YES WB 0.00 Horiz(TL) 0.04 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 19 lb FT = 20% LUMBER 7) ' This truss has been designed for a live load of 20.Opsf TOP CHORD 2x4 DF No.2 G on the bottom chord in all areas where a rectangle BOT CHORD 2x4 DF No.2 G 3-06-00 tall by 2-00-00 wide will fit between the bottom BRACING chord and any other members. TOP CHORD Structural wood sheathing directly applied or Structurall woos. 8) A plate rating reduction of 20% has been applied for the 6tru0 green lumber members. BOT CHORD Rigid ceiling directly applied or 9-4-6 oc 9) Provide mechanical connection (by others) of truss to bracin bearing plate capable of withstanding 34 lb uplift at joint 1 and 34 lb uplift at joint 3. MiTek recommends that Stabilizers and 10) This truss is designed in accordance with the 2018 required cross bracing be installed during International Building Code section 2306.1 and truss erection, in accordance with Stabilizer referenced standard ANSI/TPI 1. Installation guide. 11) This truss has been designed for a moving concentrated REACTIONS (lb/size) 1=321/7-10-0, (min. 0-1-8), load of 6.01b dead located at all mid panels and at all 3=321/7-10-0, (min. 0-1-8) panel points along the Bottom Chord, nonconcurrent with Max Horiz 1=-14 (LC 17) any other live loads. Max Uplift 1=-34 (LC 8), 3=-34 (LC 9) 12) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 LOAD CASE(S) Standard (Ib) or less except when shown. TOP CHORD 1-8=-1018/608, 1-8=-997/612, 1-2=-784/475, 2-3=-784/476, 3-9=-997/612, 3-9=-1018/608 BOT CHORD 1-10=-589/977, 1-10=-588/979, 1 - 11 =-434/781, 3-11 =-434/78 1, 3-12=-576/979, 3-12=-577/977 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-0 to 3-1-0, Interior (1) 3-1-0 to 4-0-0, Exterior(2R) 4-0-0 to 7-0-0, Interior (1) 7-0-0 to 7-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply P1-PLAN 1 VT02 Valley 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:23:12 Page: 1 I D:_ohazLgRle7ZbjyE2StheXytUce-zKsyPvlAlfrObYa?uwoc2OEJI5nLjm 1 weW7UMdysDLz 1- -0 1- -3 0-0-4 \\ Scale = 1:30.9 17 5-11-0 4x6 = 12 4 13 4-8-12 -1 1-2-4 3x4 c 1.5x4 n 3x4 0 11-10-0 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.30 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.10 Horiz(TL) 1 0.00 4 n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix-MSH Weight: 31 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=108/11-10-0, (min. 0-1-8), 3=108/11-10-0, (min. 0-1-8), 4=755/11-10-0, (min. 0-1-8) Max Horiz 1=-22 (LC 13) Max Uplift 1=-27 (LC 12), 3=-29 (LC 13), 4=-53 (LC 8) Max Grav 1=141 (LC 25), 3=141 (LC 26), 4=755 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-266/479, 2-9=-154/527, 2-1 0=-1 51/527, 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 1, 29 lb uplift at joint 3 and 53 lb uplift at joint 4. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 12) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. 3-10=-156/477 LOAD CASE(S) Standard BOT CHORD 1 -11 =-73/250, 1-12=-474/189, 4-12=-474/189, 4-13=-474/189, 3-13=474/189, 3-14=-67/250 WEBS 2-4=-553/226 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-0 to 3-1-0, Interior (1) 3-1-0 to 6-0-0, Exterior(2R) 6-0-0 to 9-0-0, Interior (1) 9-0-0 to 11-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Job Truss Truss Type Qty Ply P1-PLAN 1 VT03 Valley 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:23:12 Page: 1 I D:_ohazLgRle7ZbjyE2StheXytUce-zKsyPvlAlfrObYa?uwoc2OEJ_5o3jnfweW7UMdysDLz 2-11-0 1 -3 0-0-.\ Scale = 1:36.9 7-11-0 1.5x4 n 4x5 = 1.5x4 n 6-8-12 3x4 0 1.5x4 n 1.5x4 n 1.5x4 n 3x4 e 1-2-4 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc.) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.26 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.06 Horiz(TL) 0.00 8 n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix-MSH Weight: 45 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10 0 psf bottom TOP CHORD Structural wood sheathing directly applied or chord live load nonconcurrent with any other live loads. 10-0-0 oc purlins. 7) * This truss has been designed for a live load of 20.Opsf BOT CHORD Rigid ceiling directly applied or 6-0-0 oc on the bottom chord in all areas where a rectangle racing. 3-06-00 tall by 2-00-00 wide will fit between the bottom MiTek recommends that Stabilizers and chord and any other members. required cross bracing be installed during 8) A plate rating reduction of 20% has been applied for the truss erection, in accordance with Stabilizer green lumber members. Installation guide. 9) Provide mechanical connection (by others) of truss to REACTIONS All bearings 15-10-0. bearing plate capable of withstanding 100 lb uplift atjoint (lb) - Max Horiz 1=30 (LC 12) 1, 6. u s This 10) This truss is designed in accordance with the 2018 Max Uplift All uplift 100 (lb) or less at joint(s) International Building Code section 2306.1 and 1, 5, 6, 8 referenced standard ANSI/TPI 1. Max Grav All reactions 250 (lb) or less at joint e c lessat j 11) This truss has been designed for a moving concentrated (sl 7 except 6=494 (LC (s) 1, load of 6.01b dead located at all mid panels and at all (LC 25) panel points along the Bottom Chord, nonconcurrent with FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 any other live loads. (lb) or less except when shown. 12) This truss is designed for a creep factor of 3.01, which is TOP CHORD 1-13=-286/387, 13-14=-79/392, used to calculate the Vert(CT) deflection perANSI/TPI 1. 2-14=-72/435, 2-3=-39/390, 3-4=-36/390, LOAD CASE(S) Standard 4-15=-69/435, 15-16=-76/392, 5-16=-81/387 BOT CHORD 1-17=-63/265, 1-17=-62/266, 1-18=-380/104, 8-18=-380/104, 8-19=-380/104, 7-19=-380/104, 7-20=-380/104, 6-20=-380/104, 6-21=-380/104, 5-21=-380/104, 5-22=-62/266, 5-22=-63/265 WEBS 2-8=-324/129, 4-6=-324/129 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-0 to 3-1-0, Interior (1) 3-1-0 to 8-0-0, Exterior(2R) 8-0-0 to 11-0-0, Interior (1) 11-0-0 to 15-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Job Truss Truss Type Qty Ply P1-PLAN 1 VT04 Valley 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:23:12 Page: 1 I D:T_FyAh h33xGQCtXQc9OwAlytUcd-zKsyPvlAlfrObYa?u W Oc2OEJ C5nwj ndweW 7U MdysDLz 9-11-0 L 18-7-12 1,19-10-0 I, 9-11-0 8-8-12 1-2-4 4x5 = 18 3 5 19 0 2 3 12 F- 2 ST 6 N 3 r 17 ST ST ST 20 21 28 1 0-0.4 22 12 23 11 24 10 25 9 26 8 27 3x4 % 3x40 19-10-0 Scale = 1:41.2 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.26 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.06 Horiz(TL) 0.00 12 n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix-MSH Weight: 61 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 19-10-0. (lb) - Max Horiz 1=-38 (LC 13) Max Uplift All uplift 100 (lb) or less at joint(s) 1, 7, 8, 9, 10, 11, 12 Max Grav All reactions 250 (lb) or less at joint (s) 1, 7, 9, 11 except 8=488 (LC 26), 10=378 (LC 1), 12=488 (LC 25) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-329/313, 2-17=-55/361, 2-18=-28/288, 3-18=-20/318, 3-4=-6/337, 4-5=-4/337, 5-19=-18/318, 6-19=-26/288, 6-20=-53/361, 7-20=-58/313 BOTCHORD 1-21=-67/307, 1-21=-66/308, 1-22=-309/80, 12-22=-309/80, 12-23=-309/80, 11-23=-309/80, 11-24=-309/80, 10-24=-309/80, 10-25=-309/80, 9-25=-309/80, 9-26=-309/80, 8-26=-309/80, 8-27=-309/80, 7-27=-309/80, 7-28=-58/308, 7-28=-59/307 WEBS 4-10=-310/53, 2-12=-319/88, 6-8=-319/88 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-0 to 3-1-0, Interior (1) 3-1-0 to 10-0-0, Exterior(2R) 10-0-0 to 13-0-0, Interior (1) 13-0-0 to 19-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (a) 1, 7, 10, 11, 12, 9, 8. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 1 VT05 Valley 1 1 Job Reference (optional) Builder FirstSource, M.BRITT 11-11-0 11-11-0 M O � O N M 0-0-4 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:23:13 Page: 1 I D:T_FyAh h33xGQCtXQc9owAlytU cd-RW QLd Flo3zztDi9BSeJracn Q rV41 S D M3tAt2u3ysD Ly 1.5x4 n 4x5= 1.5x4 u 22-7-12 10-8-12 18 8 19 7 20 6 21 3x6 n 1.5x4 n 5x6 = 1.5x4 n 23-10-0 Scale = 1:45.4 3x6_- 1-2-4 Plate Offsets (X, Y): [7:0-3-0,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.48 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.09 Horiz(TL) 0.01 8 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 71 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-0 to 3-1-0, Interior (1) 3-1-0 to 12-0-0, Exterior(2R) 12-0-0 to 15-0-0, Interior (1) 15-0-0 to 23-11-0 zone; cantilever left and right exposed ; end vertical left and right exposedEC-C for members and TOP CHORD Structural wood sheathing directly applied or forces & MWFRS for reactions shown; Lumber 10-0-0 oc purlins. DOL=1.60 plate grip DOL=1.60 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 3) Truss designed for wind loads in the plane of the truss racing. only. For studs exposed to wind (normal to the face), MiTek recommends that Stabilizers and see Standard Industry Gable End Details as applicable, required cross bracing be installed during or consult qualified building designer as perANSI/TPI 1. truss erection, in accordance with Stabilizer 4) Gable requires continuous bottom chord bearing. Installation guide. 5) Gable studs spaced at 4-0-0 oc. REACTIONS All bearings 23-10-0. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. (lb) - Max Horiz 1=-46 (LC 13) 7) * This truss has been designed for a live load of 20.Opsf Max Uplift All uplift 100 (lb) or less atjoint(s) on the bottom chord in all areas where a rectangle 1, 5, 7 except 6=-115 (LC 13), 3-06-00 tall by 2-00-00 wide will fit between the bottom 8=-115 (LC 12) chord and any other members. Max Grav All reactions 250 (lb) or less at joint 8) A plate rating reduction of 20% has been applied for the (s) 1, 5 except 6=645 (LC 26), green lumber members. 7=397 (LC 1), 8=645 (LC 25) 9) Provide mechanical connection (by others) of truss to FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 bearing plate capable of withstanding 100 lb uplift atjoint (lb) or less except when shown. (s) 1, 5, 7 except Qt=lb) 8=114, 6=115. TOP CHORD 1-13=-386/601, 2-13=-89/682, 2-14=-44/579, 10) This truss is designed in accordance with the 2018 3-14=-34/632, 3-15=-38/646, 4-15=-45/593, International Building Code section 2306.1 and 4-16=-90/696, 5-16=-100/615 referenced standard ANSI/TPI 1. BOT CHORD 1-17=-93/365, 1-17=-92/366, 1-18=-603/122, 11) This truss has been designed for a moving concentrated 8-18=-603/122, 8-19=-603/122, load of 6.01b dead located at all mid panels and at all 7-19=-603/122, 7-20=-617/125, panel points along the Bottom Chord, nonconcurrent with 6-20=-617/125, 6-21=-617/125, any other live loads. 5-21=-617/125, 5-22=-66/356, 5-22=-67/355 12) This truss is designed for a creep factor of 3.01, which is WEBS 3-7=-444/82, 2-8=459/137, 4-6=-458/137 used to calculate the Vert(CT) deflection perANSI/TPI 1. NOTES LOAD CASE(S) Standard 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Qty Ply P1-PLAN 1 CA00 Common Structural Gable 1 1 Job Reference (optional) Builder FirstSource, M.BRITT 1-3-0 M 6 N A N Scale = 1:44.1 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:24:01 Page: 1 I D:_WM9b4efhXvAZ80grj P6_KytXOK-11J UhgLvmjO3z4pPGjA5XkmbjrPJixt7veVaaHysDLC 10-3-0 10-3-0 4x5= 12 20-6-0 10-3-0 4x6= 4x6= 1-3-0 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.65 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.05 Horz(CT) 1 0.02 18 n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix-MSH Weight: 81 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING BOT CHORD 2-34=-1199/1243, 2-34=-884/929, 2-35=-3260/3296, 22-35=-2575/2615, 22-36=-1902/1938, 21-36=-1665/1701, 21-37=-1427/1463, 20-37=-1190/1222, 20-38=-953/988, 19-38=-715/751, 1 9-39=-478/514,1740=478/514, 17-41=-715/751 16-41=-953/988 TOP CHORD Structural wood sheathing directly applied or 16-42=-1190/1226, 15-42=-1427/1463, 3-4-12 oc purlins. 1543=-1665/1701, 14-43=-1902/1938, BOT CHORD Rigid ceiling directly applied or 3-3-8 oc 1444=-2575/2591, 12-44=-3260/3296, racing. 12-45=-871/942, 12-45=-1185/1257 MiTek recommends that Stabilizers and WEBS 3-22=-298/107, 11-14=-298/107 required cross bracing be installed during NOTES truss erection, in accordance with Stabilizer 1) Unbalanced roof live loads have been considered for this Installation guide. design. REACTIONS All bearings 20-6-0. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) (lb) - Max Horiz 2=-47 (LC 47), 23=-47 (LC 47) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. Max Uplift All uplift 100 (lb) or less at joint(s) II; Exp C; Enclosed; MWFRS (envelope) exterior zone 15, 16, 17, 19, 20, 21 except and C-C Exterior(2E) -1-3-7 to 1-8-9, Interior (1) 1-8-9 to 2=-1005 (LC 29), 12=-1010 (LC 10-3-0, Exterior(2R) 10-3-0 to 13-3-0, Interior (1) 13-3-0 32), 14=-120 (LC 39), 22=-120 (LC to 21-9-7 zone; cantilever left and right exposed ; end 38), 23=-1005 (LC 29), 27=-1010 vertical left and right exposed;C-C for members and (LC 32) forces & MWFRS for reactions shown; Lumber Max Grav All reactions 250 (Ib) or less at joint DOL=1.60 plate grip DOL=1.60 (s) 15, 16, 17, 18, 19, 20, 21 except 3) Truss designed for wind loads in the plane of the truss 2=1063 (LC 50), 12=1063 (LC 49), only. For studs exposed to wind (normal to the face), 14=433 (LC 54), 22=433 (LC 53), (L ), ((LC see Standard Industry Gable End Details as applicable, 50), 2=433 23=433 (LC or consult qualified building designer as perANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. F FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 6) Gable studs spaced at 1-4-0 oc. (lb) or less except when shown. 7) This truss has been designed for a 10.0 psf bottom TOP CHORD 2-30=-3395/3384, 3-30=-3167/3162, chord live load nonconcurrent with any other live loads. 3-4=-1990/1998, 4-31=-1461/1520, 8) * This truss has been designed for a live load of 20.Opsf 5-31 =-1 097/1144, 5-6=-1008/1039, on the bottom chord in all areas where a rectangle 6-7=-524/563, 7-8=-524/564, 3-06-00 tall by 2-00-00 wide will fit between the bottom 8-9=-1008/1042, 9-32=-1079/1130, chord and any other members. 10-32=-1450/1519, 10-11=-1990/1998, 9) A plate rating reduction of 20% has been applied for the 11-33=-3145/3148, 12-33=-3373/3370 green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 19, 20, 21, 17, 16, 15 except Qt=lb) 2=1004, 12=1009,22=120,14=120,2=1004,12=1009. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total drag load of 7300 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 20-6-0 for 356.1 plf. 14) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 1 C1300 Common Structural Gable 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:24:02 Page: 1 ID:u5BH VOLRDB1 IDnA4z8C_ioytXre-VxtsvOLXX18wbEOcgQiK3xlmKFIZRG_H81 E87jysDLB -1-3-0 36-9-0 6-5-12 10-10-6 17-9-0 35-6-0 1-3-6 6-5-12 4-4-10 6-10-10 17-9-0 1-3- 5x6= 9 3x6-_ 7x8= 3x6= 6x8= 3x6= 3x10= 10-6-11 Camber = 5/16 in Scale = 1:66.5 10-0-12 14-10-9 Plate Offsets (X, Y): [2:0-5-1,0-1-8], [31:04-0,0-24] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.16 33-43 >811 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.47 33-43 >271 180 BCLL 0.0* Rep Stress Incr NO WB 0.57 Horz(CT) 0.03 20 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 179 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G *Except* W3:2x4 DF No.2 G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-7-0 oc bracing. JOINTS 1 Brace at Jt(s): 34, 36 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 35-6-0. except 20=0-3-8 (lb) - Max Horiz 2=77 (LC 37), 41=77 (LC 37) Max Uplift All uplift 100 (lb) or less atjoint(s) 23, 24, 25, 26, 27, 29 except 2=-708 (LC 29), 20=-867 (LC 32), 22=-102 (LC 39), 30=-214 (LC 3), 31=-649 (LC 32), 33=-982 (LC 37), 41=-708 (LC 29) Max Grav All reactions 250 (lb) or less at joint (s) 23, 24, 25, 26, 27, 29, 30 except 2=835 (LC 50), 20=941 (LC 49), 22=367 (LC 54), 31=960 (LC 49), 33=1350 (LC 50), 41=835 (LC 50) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-47=-2413/2336, 347=-2131/2091, 3-4=-1337/1407, 4-5=-2162/2120, 5-6=-1740/1704, 6-48=-1483/1463, 7-48=-1221/1295, 7-8=-1211/1194, 8-9=-928/926, 9-10=-619/633, 10-11=-364/332, 12-49=413/406, 12-13=-715/692, 13-14=-989/960, 14-15=-1267/1231, 15-16=-1544/1501, 16-17=-1823/1772, 17-18=-2068/2042, 18-19=-2388/2314, 19-50=-2836/2747, 20-50=-3090/2992 BOTCHORD 2-51 =-824/950, 2-51 =-642/768, 2-52=-2268/2352, 33-52=-1187/1460, 32-33=-250/320, 32-53=-792/862, 31-53=-1806/1876, 30-54=-283/414, 30-55=-310/441, 29-55=-557/688, 28-29=-584/716, 27-28=-831 /962, 27-56=-939/1075, 26-56=-1105/1237, 26-57=-1133/1264, 25-57=-1380/1511, 25-58=-1469/1639, 24-58=-1654/1785, 24-59=-1791/1922, 23-59=-1921/2041, 23-60=-2065/2196, 22-60=-2202/2333, 22-61=-2543/2656, 20-61=-2878/3014, 20-62=-807/892, 20-62=-989/1074 WEBS 4-38=-1819/2023, 37-38=-1819/2020, 3740=-1812/2003, 36-40=-1792/1848, 35-36=-1821/1866, 34-35=-1819/1864, 34-39=-1863/1902, 31-39=-1894/1935, 19-22=-254/91, 4-33=-1135/992, 3340=-534/246, 3-33=-725/243 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=11Omph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-3-7 to 2-3-3, Interior (1) 2-3-3 to 17-9-0, Exterior(2R) 17-9-0 to 21-3-10, Interior (1) 21-3-10 to 36-9-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 29, 27, 26, 25, 24, 23 except Qt=lb) 2=707, 31=648, 30=214, 22=101, 33=981, 20=866, 2=707. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 12) This truss has been designed for a total drag load of 7300 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 35-6-0 for 205.6 plf. 13) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 1 CB01 Common 5 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:24:03 Page: 1 ID:Kc5pgYNje3oVGDVNi4YT3Pyy7yg-VxtsvOLXX18wbEOcgQiK3xljV Fid RCkH8l E87jysDLB -1-3-0 36-9-0 i, 9-5-2 17-9-0 1, 20-8-12 26-0-14 35-6-0 i i 1-3-6 9-5-2 8-3-14 2-11-12 5-4-2 9-5-2 1-3- 19 5x8= 4 1.5x4n 3x10= 1.0x4* 3xb= 3xb= 3x10= 3xb= I.0x4p 3x10= 7-7-12 L 14-2-4 L 20-8-12 27-6-12 L 35-6-0 7-7-12 6-6-8 6-6-8 6-10-0 7-114 Camber = 5/16 in Scale = 1:66.5 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.14 9-20 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.44 14-17 >572 180 BCLL 0.0* Rep Stress Incr YES WB 0.78 Horz(CT) 0.04 11 n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix-MSH Weight: 145 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-3-7 to 2-3-3, Interior (1) 2-3-3 to 17-9-0, Exterior(2R) 17-9-0 to 21-3-10, Interior (1) 21-3-10 to 36-9-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for TOP CHORD Structural wood sheathing directly applied or members and forces & MWFRS for reactions shown; 3-9-1 oc purlins. Lumber DOL=1.60 plate grip DOL=1.60 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 3) This truss has been designed for a 10.0 psf bottom racing. chord live load nonconcurrent with any other live loads. MiTek recommends that Stabilizers and 4) * This truss has been designed for a live load of 20.Opsf required cross bracing be installed during on the bottom chord in all areas where a rectangle truss erection, in accordance with Stabilizer 3-06-00 tall by 2-00-00 wide will fit between the bottom Installation guide. chord and any other members. REACTIONS (lb/size) 2=721/0-5-8, (min. 0-1-8), 5) A plate rating reduction of 20% has been applied for the 7=721/0-5-8, (min. 0-1-8), ), 7=390/-5-5-8, 6) green lumber members. Provide mechanical connection (by others) of truss to 11=12=774/ (min.1 - bearing plate capable of withstanding 145 lb uplift at joint 15- Max Horiz 21 124 lb uplift at joint 11 and 124lb uplift atjoint 7. Max Uplift 2=-145 (LC 8), 7=-124 (LC 9), 7) This truss is designed in accordance with the 2018 11=-124 (LC 9) International Building Code section 2306.1 and Max Grav 2=756 (LC 25), 7=477 (LC 26), referenced standard ANSI(TPI 1. 11=1974 (LC 1) 8) This truss has been designed for a moving concentrated FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 load of 6.0Ib dead located at all mid panels and at all (lb) or less except when shown. panel points along the Bottom Chord, nonconcurrent with TOP CHORD 2-21 =-1 569/222, 3-21 =-1 512/251, any other live loads. 3-22=-347/97, 4-22=-267/111, 4-5=-72/1266, 9) This truss is designed for a creep factor of 3.01, which is 5-23=-87/1260, 6-23=-106/1181, used to calculate the Vert(CT) deflection perANSI/TPI 1. 6-24=-338/382, 7-24=-397/334 LOAD CASE(S) Standard BOT CHORD 2-25=-110/600, 2-25=-110/600, 2-26=-248/1467, 14-26=-248/1467, 14-27=-278/1328, 13-27=-278/1328, 12-13=-278/1328, 12-28=-362/120, 11-28=-362/120, 10-11=-435/199, 10-29=-435/199, 9-29=-435/199, 9-30=-338/328, 7-30=-338/328, 7-31=-55/268, 7-31=-55/268 WEBS 3-14=0/360, 3-12=-1195/280, 4-12=-83/779, 4-11 =-1 503/222, 6-11 =-1 157/240, 6-9=0/360 NOTES 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Qty Ply P1-PLAN 1 CB02 Common 5 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:24:03 Page: 1 ID:YN NOU21DFLhLfmsQkOGM2Zyy8K?-z7RE6MM91KGnDOzoN8DZc9rw7f5CAdxQNy_hfAysDLA -1-3-0 36-9-0 7-7-12 12-5-7 17-9-0 20-7-12 25-0-14 35-6-0 1-3- 7-7-12 4-9-11 5-3-9 2-10-12 5-5-2 9-5-2 1-3- i, 5-0-0 3x6a MT20HS 5x12 = 3x10- 5 3�2 23 6 24 4 3x4 0 3 4x8n 5K 0— 2 25 1 1 29 26 15 27 14 28 29 30 13 31 1132 3x10= 3x4= 6x12= 3x4= 3x4= 41 2= 3x6= 4x8= 20-8-12 4-19-15 [ 12-5-7 17-9-0 [ 20-7-12 27-6-12 4-10-15 7-6-8 5-3-9 2-10-12 6-10-0 0-0-15 Camber = 3/8 in Scale = 1:66.5 3x4, 7 4x8n 34 8 HW g 10 33 1.5x4 p 3x10= 35-6-0 [ 7-11-4 Plate Offsets (X, Y): [2:0-1-10,0-0-3], [2:0-0-3,1-8-12], [4:0-3-12,0-1-8], [8:0-1-10,Edge], [8:0-0-3,1-8-12], [13:0-3-9,0-2-0], [14:0-3-0,0-3-0], [16:0-4-0,0-2-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.16 14-15 >999 240 MT20HS 165/146 TCDL 14.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.56 14-15 >442 180 MT20 220/195 BCLL 0.0' Rep Stress Incr YES WB 0.91 Horz(CT) 0.04 12 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 167 lb FT = 20% LUMBER WEBS 7-12=-1158/234, 7-10=0/390, 6-12=-103/652, TOP CHORD 2x4 DF No.2 G 13-16=0/271, 5-16=-1460/197, 4-14=0/447, BOT CHORD 2x4 DF No.1&Btr G 6-16=-1458/238, 12-16=-2602/245, WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 3-14=-862/198, 3-15=0/506, 4-16=-2663/318 Stud G `Except' W5:2x4 DF No.2 G NOTES WEDGE Left: 2x4 DF Stud or No.2 or Std G 1) Unbalanced roof live loads have been considered for this Right: 2x4 DF Stud or No.2 or Std G design. BRACING 2) Wind: ASCE 7-16; Vult=11Omph (3-second gust) TOP CHORD Structural wood sheathing directly applied or Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 4-0-4 oc purlins. II; Exp C; Enclosed; MWFRS (envelope) exterior zone BOT CHORD Rigid ceiling directly applied or 6-0-0 oc and C-C Exterior(2E) -1-3-7 to 2-3-8, Interior (1) 2-3-8 to bracing. 17-9-0, Exterior(2R) 17-9-0 to 21-3-10, Interior (1) WEBS 1 Row at mid t 4-16 21-3-10 to 36-9-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for MiTek recommends that Stabilizers and members and forces & MWFRS for reactions shown; required cross bracing be installed during Lumber DOL=1.60 plate grip DOL=1.60 truss erection, in accordance with Stabilizer 3) 80.01b AC unit load placed on the bottom chord, 15-1-4 Installation guide. from left end, supported at two points, 3-0-0 apart. REACTIONS (lb/size) 2=765/0-5-8, (min. 0-1-8), 4) All plates are MT20 plates unless otherwise indicated. 8=431/0-5-8, (min. 0-1-8), 5) This truss has been designed for a 10.0 psf bottom 12=1970/0-5-8, (min. 0-2-2) chord live load nonconcurrent with any other live loads. Max Horiz 2=77 (LC 12) 6) ' This truss has been designed for a live load of 20.Opsf Max Uplift 2=-134 (LC 8), 8=-127 (LC 9), on the bottom chord in all areas where a rectangle 12=-61 (LC 9) 3-06-00 tall by 2-00-00 wide will fit between the bottom Max Grav 2=804 (LC 25), 8=492 (LC 26), chord and any other members. 7) A plate rating reduction of 20 has been applied for the /o 12=1970 (LC 1) green lumber members. FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 8) Provide mechanical connection (by others) of truss to (lb) or less except when shown. bearing plate capable of withstanding 134 lb uplift at joint TOP CHORD 2-3=-2079/239, 3-4=-912/104, 2, 61 lb uplift atjoint 12 and 127lb uplift atjoint 8. 4-23=-192/2071, 5-23=-180/2129, 9) This truss is designed in accordance with the 2018 5-6=-217/2495, 6-24=-42/1122, International Building Code section 2306.1 and 7-24=-62/1042, 7-8=-443/192 referenced standard ANSI/TPI 1. BOT CHORD 2-25=-153/1081, 2-25=-153/1081, 10) This truss has been designed for a moving concentrated 2-26=-243/1980, 15-26=-243/1980, load of 6.01b dead located at all mid panels and at all 15-27=-244/1624, 14-27=-244/1624, panel points along the Bottom Chord, nonconcurrent with 14-28=-68/784, 28-29=-68/784, any other live loads. 29-30=-68/784, 13-30=-68/784, 11) This truss is designed for a creep factor of 3.01, which is 13-31=-73/728, 12-31=-73/728, used to calculate the Vert(CT) deflection perANSI/TPI 1. 11 -1 2=-270/240, 11-32=-270/240, LOAD CASE(S) Standard 10-32=-270/240, 10-33=-157/396, 8-33=-157/396, 8-34=-96/464, 8-34=-96/464 Job Truss Truss Type Qty Ply P1-PLAN 1 CB03 Common Structural Gable 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:24:03 Page: 1 I D:Z46g1 QQaTxV E87cB54yOfgytY?t-z7RE6MM91 KGnDOzoN8DZc9ru9f2BAgTQNy_hfAysDlA -1-3-0 36-9-0 7-7-12 12-5-7 I 17-9-0 [ 20-7-12 [ 25-0-14 35-6-0 [ 1-3- 7-7-12 4-9-11 5-3-9 2-10-12 5-5-2 9-5-2 -3-61 5-0-0 i 5x6= 3x10% 5 3x4a ;ixb= 1.bx4p 3x6= 3x4= 6x12= 3x4= 3x4= qxg= 3x10= 3x10= 20-9-12 4-10-15 12-5-7 17-9-0 20-7-12 27-6-12 35-6-0 4-16-15 7-6-8 5-3-9 2-10-12 6-9-0 7-114 0-2-0 Camber = 5/16 in Scale = 1:66.5 Plate Offsets (X, Y): [4:0-3-12,0-1-8], [13:0-2-7,0-2-0], [14:0-3-0,0-3-0], [16:0-2-4,0-2-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.15 10-22 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.44 10-22 >405 180 BCLL 0.0* Rep Stress Incr NO WB 0.75 Horz(CT) 0.01 8 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 163 lb FT = 20% LUMBER WEBS 6-12=-384/143, 7-12=-1165/246, TOP CHORD 2x4 DF No.2 G 13-16=-239/320, 5-16=-430/114, BOT CHORD 2x4 DF No.2 G 4-14=-374/134, 6-16=-128/346, WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 12-16=-651/344, 3-14=-539/292, Stud G *Except* W5:2x4 DF No.2 G 3-15=-361/350, 7-10=0/369 BRACING TOP CHORD Structural wood sheathing directly applied or 5-10-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 10-12. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 20-11-8. except 8=0-5-8 (lb) - Max Horiz 2=77 (LC 12), 17=77 (LC 12) Max Uplift All uplift 100 (Ib) or less at joint(s) except 2=-125 (LC 29), 8=-199 (LC 32), 12=452 (LC 40), 13=-226 (LC 45), 14=-113 (LC 30), 15=-179 (LC 37), 17=-125 (LC 29) Max Grav All reactions 250 (lb) or less at joint (s) except 2=302 (LC 53), 8=535 (LC 54), 12=1318 (LC 54), 13=307 (LC 40), 14=707 (LC 1), 15=361 (LC 53), 17=302 (LC 53) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-296/478, 4-24=-196/320, 5-24=-107/265, 5-6=-43/376, 6-25=-116/705, 7-25=-110/624, 7-26=-596/280, 8-26=-693/377 BOT CHORD 15-29=-308/324, 14-30=-362/255, 30-31=-284/174, 31-32=-284/164, 13-32=-284/125, 13-33=-300/143, 12-33=-302/183, 11-12=-153/424, 11-34=-63/424, 10-34=-162/424, 10-35=-229/570, 8-35=-324/664, 8-36=-117/338, 8-36=-142/363 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=11Omph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-3-7 to 2-3-3, Interior (1) 2-3-3 to 17-9-0, Exterior(2R) 17-9-0 to 21-3-10, Interior (1) 21-3-10 to 36-9-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) 80.01b AC unit load placed on the bottom chord, 15-1-4 from left end, supported at two points, 3-0-0 apart. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 lb uplift at joint 2, 198 lb uplift at joint 8, 452 lb uplift at joint 12, 226 lb uplift at joint 13, 112 lb uplift at joint 14, 178 lb uplift at joint 15 and 124 lb uplift at joint 2. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 12) This truss has been designed for a total drag load of 1000 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 35-6-0 for 28.2 plf. 13) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 1 CB04 Common 3 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:24:04 Page: 1 ID:oBsl4FeHkDcDm?gSkkrkv7ytWx9-RK?dKhNn3eOegYY_xrko8M06f3N Dv7haccjFBcysDL9 -1-3-0 34-0-0 5-1-10 10-1-0 15-0-0 20-6-5 26-1-0 32-9-0 1-3-0 5-1-10 4-11-6 4-11-0 5-6-5 5-6-12 6-8-0 1-3-0I 12 3x4 3- 20 4 4x12- C6 3 o 4x5u 19 � 1 2 1031 15 23 14 13 24 4x6= 3x6= 4x8= Camber = 5/8 in Scale = 1:65.1 4x6= 5 21 3x4o 6 1.5x4 o 7 12 25 11 10 26 3x10= 4x8= 3x4= 6-8-2 15-0-0 23-3-14 32-9-0 6-8-2 8-3-14 8-3-14 9-5-2 22 8 90-3-Uk__ 4x8= Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.28 10-12 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.91 10-12 >430 180 BCLL 0.0* Rep Stress Incr YES WB 0.75 Horz(CT) 0.22 8 n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix-MSH Weight: 144 lb FT = 20% LUMBER 2) Wind: ASCE 7-16; VuIt=11Omph (3-second gust) TOP CHORD 2x4 DF No.2 G Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. BOT CHORD 2x4 DF No.2 G II; Exp C; Enclosed; MWFRS (envelope) exterior zone WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 OF and C-C Exterior(2E) 1-5-9 to 4-8-14, Interior (1) 4-8-14 Stud G to 17-9-0, Exterior(2R) 17-9-0 to 21-0-5, Interior (1) BRACING 21-0-5 to 36-9-7 zone; cantilever left and right exposed ; TOP CHORD Structural wood sheathing directly applied or woodpurlins, end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber 2truct oc except end verticals. DOLtruss plate grip BOT CHORD Rigid ceiling directly applied or 2-2-0 oc 3) f This truss has been designed fora 10.0 psf bottom designed bracing. chord live load nonconcurrent with any other live loads. WEBS 1 Row at mid t 3-15 4) * This truss has been designed for a live load of 20.Opsf MiTek recommends that Stabilizers and on the bottom chord in all areas where a rectangle required cross bracing be installed during 3-06-00 tall by 2-00-00 wide will fit between the bottom truss erection, in accordance with Stabilizer chord and any other members. Installation guide. 5) A plate rating reduction of 20% has been applied for the green lumber members. REACTIONS (lb/size) 8=1424/0-5-8, (min. 0-1-8), 6) Provide mechanical connection (by others) of truss to 15=1435/0-5-8, (min. 0-1-8) bearing plate capable of withstanding 192 Ib uplift atjoint Max Horiz 15=-78 (LC 17) 8 and 178 lb uplift at joint 15. Max Uplift 8=-192 (LC 9), 15=-178 (LC 8) 7) This truss is designed in accordance with the 2018 FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 International Building Code section 2306.1 and (lb) or less except when shown. referenced standard ANSI(TPI 1. TOP CHORD 2-19=-344/72, 3-19=-296/90, 3-4=-3002/442, 8) This truss has been designed for a moving concentrated 4-20=-2564/402, 5-20=-2520/418, load of 6.01b dead located at all mid panels and at all 5-21=-2520/419, 6-21=-2570/399, panel points along the Bottom Chord, nonconcurrent with 6-7=-3879/539, 7-22=-4358/628, any other live loads. 8-22=-4385/609, 2-15=-368/143 9) This truss is designed for a creep factor of 3.01, which is BOT CHORD 15-23=-344/2810, 14-23=-344/2810, used to calculate the Vert(CT) deflection perANSI/TPI 1. 13-14=-345/2860, 13-24=-345/2860, LOAD CASE(S) Standard 12-24=-345/2860, 12-25=-418/3341, 11-25=418/3341, 10-11=418/3341, 10-26=-556/4228, 8-26=-556/4228, 8-27=-174/1399, 8-27=-174/1399 WEBS 5-12=-91/897, 3-15=-2718/380, 6-12=-1038/219, 6-10=-23/600, 7-10=-589/179, 4-12=-569/163 NOTES 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Qty Ply P1-PLAN 1 CB05 Common 3 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:24:04 Page: 1 ID: AWOYTRSJlH 1 M29d412nV 1 ytUeE-RK?dKhNn3eOegYY_xrko8M0713N_v7raccjFBcysDL9 -1-3-0 5-1-10 10-1-0 15-0-0 20-6-5 26-1-0 32-9-0 35-0-0 1-3- 5-1-10 4-11-6 4-11-0 5-6-5 5-6-12 6-8-0 2-3-0 4x6= 5 F2 3x4 - 20 21 3x4-- 3 4 6 4x12 c 1.5x4 3 A 4x5u 19 7 � 2 1-0-3 1 ��268�'15 22 14 13 23 12 24 11 10 25 4x6= 3x6= 4x8= 3x10= 4x8= 3x4= 4x8= 6-8-2 15-0-0 23-3-14 32-9-0 6-8-2 8-3-14 8-3-14 9-5-2 Camber = 5/8 in Scale = 1:66.6 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.28 10-12 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.91 10-12 >429 180 BCLL 0.0* Rep Stress Incr YES WB 0.74 Horz(CT) 0.22 8 n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix-MSH Weight: 146 lb FT = 20% LUMBER 2) Wind: ASCE 7-16; VuIt=11Omph (3-second gust) TOP CHORD 2x4 DF No.2 G Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. BOT CHORD 2x4 DF No.2 G II; Exp C; Enclosed; MWFRS (envelope) exterior zone WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 OF and C-C Exterior(2E) 1-5-9 to 4-8-14, Interior (1) 4-8-14 Stud G to 17-9-0, Exterior(2R) 17-9-0 to 21-0-5, Interior (1) BRACING 21-0-5 to 37-9-7 zone; cantilever left and right exposed ; TOP CHORD Structural wood sheathing directly applied or end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber 2ruct oc purs, except end verticals. DOLtruss plate grip BOT CHORD Rigid ceiling directly applied or 8-6-15 oc 3) f This truss has been designed fora 10.0 psf bottom designed bracing. chord live load nonconcurrent with any other live loads. WEBS 1 Row at mid t 3-15 4) * This truss has been designed for a live load of 20.Opsf MiTek recommends that Stabilizers and on the bottom chord in all areas where a rectangle required cross bracing be installed during 3-06-00 tall by 2-00-00 wide will fit between the bottom truss erection, in accordance with Stabilizer chord and any other members. Installation guide. 5) A plate rating reduction of 20% has been applied for the green lumber members. REACTIONS -1-10) (lb/size) 8=1495/0-5-8, (min. 0-1-10), -5-8, ( 6) Provide mechanical connection (by others) of truss to 1=1495/ (min. bearing plate capable of withstanding 178 lb uplift at joint Max Horiz 15=-86 (LC 17) 15 and 227 lb uplift at joint 8. Max Uplift 8=-227 (LC 9), 15=-178 (LC 8) 7) This truss is designed in accordance with the 2018 FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 International Building Code section 2306.1 and (lb) or less except when shown. referenced standard ANSI(TPI 1. TOP CHORD 2-19=-344/72, 3-19=-296/90, 3-4=-2992/433, 8) This truss has been designed for a moving concentrated 4-20=-2551/398, 5-20=-2508/416, load of 6.01b dead located at all mid panels and at all 5-21=-2508/410, 6-21=-2558/397, panel points along the Bottom Chord, nonconcurrent with 6-7=-3833/529, 7-8=-4320/614, any other live loads. 2-15=-367/143 9) This truss is designed for a creep factor of 3.01, which is BOT CHORD 15-22=-322/2800, 14-22=-322/2800, used to calculate the Vert(CT) deflection perANSI/TPI 1. 13-14=-324/2849, 13-23=-324/2849, LOAD CASE(S) Standard 12-23=-324/2849, 12-24=-405/3316, 11-24=405/3316, 10-11=405/3316, 10-25=-534/4161, 8-25=-534/4161, 8-26=-133/1223, 8-26=-133/1223 WEBS 5-12=-88/892, 6-12=-1023/215, 6-10=-16/588, 7-10=-562/172, 3-15=-2709/378, 4-12=-569/163 NOTES 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Qty Ply P1-PLAN 1 CB06 Common 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:24:04 Page: 1 I D:k7ynVtWf1 YDCk8RiZvneJPytUnA-RK?dKhNn3eOegYY_xrko8MO7S30wv7raccjFBcysDL9 4x6= Camber = 11/16 Scale = 1:64.4 5-1-10 10-1-0 15-0-0 20-6--6- 5 26-1-0 32-9-0 34-9-0 5-1-190 4-11-6 4-11-0 5-6-5 512 6-8-0 2 4x6= 4 3x6= 4x8= `v 3x10= 4x8= 3x4= 3x4= �V 6-8-2 15-0-0 23-3-14 28-9-11 32-9-0 6-8-2 8-3-14 8-3-14 5-5-13 3-11-5 4x8= 2 6M Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.28 10-12 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.94 10-12 >414 180 BCLL 0.0* Rep Stress Incr YES WB 0.74 Horz(CT) 0.23 7 n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix-MSH Weight: 148 lb FT = 20% LUMBER 2) Wind: ASCE 7-16; VuIt=11Omph (3-second gust) TOP CHORD 2x4 DF No.2 G Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. BOT CHORD 2x4 DF No.2 G II; Exp C; Enclosed; MWFRS (envelope) exterior zone WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 OF and C-C Exterior(2E) 2-10-13 to 6-2-1, Interior (1) 6-2-1 Stud G to 17-9-0, Exterior(2R) 17-9-0 to 21-0-5, Interior (1) BRACING 21-0-5 to 37-6-7 zone; cantilever left and right exposed ; TOP CHORD Structural wood sheathing directly applied or woodpurlins, end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber 2truct oc except end verticals. DOLtruss plate grip BOT CHORD Rigid ceiling directly applied or 6-6-2 oc 3) f This truss has been designed fora 10.0 psf bottom designed bracing. chord live load nonconcurrent with any other live loads. WEBS 1 Row at mid t 2-15 4) * This truss has been designed for a live load of 20.Opsf MiTek recommends that Stabilizers and on the bottom chord in all areas where a rectangle required cross bracing be installed during 3-06-00 tall by 2-00-00 wide will fit between the bottom truss erection, in accordance with Stabilizer chord and any other members. Installation guide. 5) A plate rating reduction of 20% has been applied for the green lumber members. REACTIONS (lb/size) 7=1479/0-5-8, (min. 0-1-9), 6) Provide mechanical connection (by others) of truss to 15=1332/0-5-8, (min. 0-1-8) bearing plate capable of withstanding 254 lb uplift at joint Max Horiz 15=-94 (LC 48) 15 and 365 lb uplift at joint 7. Max Uplift 7=-365 (LC 32), 15=-254 (LC 29) 7) This truss is designed in accordance with the 2018 FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 International Building Code section 2306.1 and (lb) or less except when shown. referenced standard ANSI(TPI 1. TOP CHORD 1-19=-302/109, 2-19=-321/204, 8) This truss has been designed for a moving concentrated 2-3=-3023/615, 3-20=-2565/501, load of 6.01b dead located at all mid panels and at all 4-20=-2522/448, 4-21 =-2522/52 1, panel points along the Bottom Chord, nonconcurrent with 5-21=-2571/603, 5-6=-3848/882, any other live loads. 6-7=-4409/1012 9) This truss has been designed for a total drag load of BOT CHORD 15-22=-621/2839, 14-22=-457/2839, 1000 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) 13-14=-509/2866, 13-23=-383/2866, Connect truss to resist drag loads along bottom chord 12-23=-398/2866, 12-24=-535/3328, from 0-0-0 to 32-7-8 for 30.7 plf. 11-24=-540/3328, 10-11=-662/3328, 10) This truss is designed for a creep factor of 3.01, which is 10-25=-775/4171, 9-25=-932/4171, used to calculate the Vert(CT) deflection perANSI(TPI 1. 9-26=-849/4237, 7-26=-923/4237, LOAD CASE(S) Standard 7-27=-240/1281, 7-27=-267/1281 WEBS 4-12=-106/896, 5-12=-1020/219, 5-10=-31/563, 6-10=-568/175, 2-15=-2790/686, 3-12=-574/203 NOTES 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Qty Ply P1-PLAN 1 CB07 Common Girder 1 3 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:24:04 Page: 1 ID:aUXsv7rD?xuaGt1wsO7zCUytUcQ-RK?dKhNn3eOegYY_xrko8MO803QovB4accjFBcysDL9 Camber = 3/8 in Scale = 1:60.1 7-04 15-0-0 22-11-12 26-10-5 28-10-13 32-9-0 7-0-4 7-11-12 7-11-12 3-10-9 2-0-7 3-10-3 _12 4x5= 3 7x8% 4x5= v 3x10= V 6x8= V 4x5= v`—v 4x12= 7-0-4 7-0-4 15-0-0 7-11-12 0-3 4x5= 22-11-12 26-10-5 1,28-10-13 1, 32-9-0 7-11-12 � 2-0-7 �t Plate Offsets (X, Y): [6:0-2-4,0-2-0], [7:0-5-0,0-0-5], [11:0-2-1,Edge], [14:0-3-0,0-2-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.19 10 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.58 10 >672 180 BCLL 0.0* Rep Stress Incr NO WB 0.47 Horz(CT) 0.09 7 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 531 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x8 DF SS G `Except* B1:2x6 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 7=5280/0-5-8, (min. 0-1-14), 14=1699/0-5-8, (min. 0-1-8) Max Horiz 14=-73 (LC 9) Max Uplift 7=-1015 (LC 5), 14=-214 (LC 4) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4320/552, 2-3=-3973/541, 3-4=-3972/530, 4-5=-7608/1240, 5-6=-11729/2103, 6-7=-14931/2858, 1-14=-1583/228 BOT CHORD 14-17=-129/684, 13-17=-129/684, 13-18=-526/4141, 12-1 8=-526/414 1, 12-19=-1132/7378, 11-19=-1132/7378, 10-11 =-1060/6989,10-20=-1997/11386, 9-20=-1997/11386, 9-21=-2738/14445, 8-21=-2738/14445, 8-22=-2738/14445, 22-23=-2738/14445, 7-23=-2738/14445, 7-24=-2218/11627, 7-24=-2214/11602 WEBS 3-12=-147/1372, 4-12=-3782/798, 4-10=-240/1463, 2-12=-634/329, 2-13=-344/122, 1-13=-406/3473, 5-10=4238/914, 5-9=-465/2173, 6-9=-3383/824, 6-8=-522/2206 NOTES 1) 3-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 4 rows staggered at 0-4-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; VuIt=11Omph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1015 lb uplift at joint 7 and 214 lb uplift at joint 14. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 11) Use Simpson Strong -Tie LUS24 (4-1 Old Girder, 2-1 Od Truss, Single Ply Girder) or equivalent at 34-5-4 from the left end to connect truss(es) CD02 (1 ply 2x4 DF) to front face of bottom chord. 12) Use Simpson Strong -Tie HUS28 (22-16d Girder, 4-16d Truss) or equivalent at 32-1-4 from the left end to connect truss(es) CE01 (1 ply 2x6 DF) to back face of bottom chord. 13) Use Simpson Strong -Tie LUS24 (4-1 Old Girder, 2-1 Od Truss, Single Ply Girder) or equivalent at 32-5-4 from the left end to connect truss(es) CD03 (1 ply 2x4 DF) to back face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. 15) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-3=-68, 3-7=-68, 7-14=-14 Concentrated Loads (lb) Vert: 22=-3179, 23=-512, 24=-635 Job Truss Truss Type Qty Ply P1-PLAN 1 CB08 Common 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:24:05 Page: 1 ID:PNNibNiJbZW8SAhpjaROFAytUcb-vWZ?X1 OPgyWVSi7BVZF1 hawLAToced3jgGToj2ysDL8 5-1-10 10-1-0 1, 15-0-0 20-6-5 26-1-0 29-3-8 5-1-10 4-11-6 4-11-0 5-6-5 5-6-12 3-2-8 4x6= 4 1fl 8103I 1 5 3x10= v 3x6= 4x6= V 3x10= V 4x6= 3x4= _ 3x6= 6-8-2 15-0-0 23-3-14 29-3-8 -8- 62 8-3-14 8-3-14 5-11-10 Camber = 3/8 in Scale = 1:59.1 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.14 11-13 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.50 11-13 >692 180 BCLL 0.0* Rep Stress Incr YES WB 0.55 Horz(CT) 1 0.15 8 n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix-MSH Weight: 136 lb FT = 20% LUMBER 3) This truss has been designed for a 10.0 psf bottom TOP CHORD 2x4 DF No.2 G chord live load nonconcurrent with any other live loads. BOT CHORD 2x4 DF No.2 G 4) * This truss has been designed for a live load of 20.Opsf WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF on the bottom chord in all areas where a rectangle Stud G 3-06-00 tall by 2-00-00 wide will fit between the bottom BRACING chord and any other members. TOP CHORD Structural wood sheathing directly applied or 5) A plate rating reduction of 20% has been applied for the 3-8-2 oc purlins, except end verticals. green lumber members. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 6) Refer to girder(s) for truss to truss connections. bracing. 7) Provide mechanical connection (by others) of truss to WEBS 1 Row at mid t 2-14 bearing plate capable of withstanding 122 lb uplift at joint 8 and 126 lb uplift at joint 14. MiTek recommends that Stabilizers and 8) This truss is designed in accordance with the 2018 required cross bracing be installed during International Building Code section 2306.1 and truss erection, in accordance with Stabilizer referenced standard ANSI/TPI 1. Installation guide. 9) This truss has been designed for a moving concentrated REACTIONS (lb/size) 8=1189/ Mechanical, (min. 0-1-8), load of 6.01b dead located at all mid panels and at all 14=1189/0-5-8, (min. 0-1-8) panel points along the Bottom Chord, nonconcurrent with Max Horiz 14=37 (LC 16) any other live loads. Max Uplift 8=-122 (LC 9), 14=-126 (LC 8) 10) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 LOAD CASE(S) Standard (lb) or less except when shown. TOP CHORD 1-15=-282/57, 2-3=-2620/395, 3-16=-2073/342, 4-16=-2029/354, 4-17=-2029/353, 5-17=-2080/340, 5-6=-2398/351 BOT CHORD 14-18=-368/2488, 13-18=-368/2488, 12-13=-352/2427, 12-19=-352/2427, 11 -1 9=-352/2427, 11-20=-341/2383, 10-20=-341 /2383, 9-10=-341 /2383, 9-21=-307/1947, 8-21=-307/1947 WEBS 4-11=-60/663, 5-11=-549/166, 6-9=0/422, 2-14=-2431/349, 3-11=-603/164, 6-8=-2139/336 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=11 Omph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 2-10-13 to 5-10-13, Interior (1) 5-10-13 to 17-9-0, Exterior(2R) 17-9-0 to 20-9-0, Interior (1) 20-9-0 to 31-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Job Truss Truss Type Qty Ply P1-PLAN 1 CB09 Common 5 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:24:05 Page: 1 ID:tZw5ojjyMse?3KG?HlydoNytUca-vWZ?X1 OPgyWVSi7BVZF1 hawLAToced3jgGToj2ysDL8 5-1-10 10-1-0 1, 15-0-0 20-6-5 26-1-0 29-3-8 5-1-10 4-11-6 4-11-0 5-6-5 5-6-12 3-2-8 4x6= 4 1fl 8103I 1 5 3x10= v 3x6= 4x6= V 3x10= V 4x6= 3x4= _ 3x6= 6-8-2 15-0-0 23-3-14 29-3-8 -8- 62 8-3-14 8-3-14 5-11-10 Camber = 3/8 in Scale = 1:59.1 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.14 11-13 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.50 11-13 >692 180 BCLL 0.0* Rep Stress Incr YES WB 0.55 Horz(CT) 1 0.15 8 n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix-MSH Weight: 136 lb FT = 20% LUMBER 3) This truss has been designed for a 10.0 psf bottom TOP CHORD 2x4 DF No.2 G chord live load nonconcurrent with any other live loads. BOT CHORD 2x4 DF No.2 G 4) * This truss has been designed for a live load of 20.Opsf WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF on the bottom chord in all areas where a rectangle Stud G 3-06-00 tall by 2-00-00 wide will fit between the bottom BRACING chord and any other members. TOP CHORD Structural wood sheathing directly applied or 5) A plate rating reduction of 20% has been applied for the 3-8-2 oc purlins, except end verticals. green lumber members. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 6) Refer to girder(s) for truss to truss connections. bracing. 7) Provide mechanical connection (by others) of truss to WEBS 1 Row at mid t 2-14 bearing plate capable of withstanding 122 lb uplift at joint 8 and 126 lb uplift at joint 14. MiTek recommends that Stabilizers and 8) This truss is designed in accordance with the 2018 required cross bracing be installed during International Building Code section 2306.1 and truss erection, in accordance with Stabilizer referenced standard ANSI/TPI 1. Installation guide. 9) This truss has been designed for a moving concentrated REACTIONS (lb/size) 8=1189/ Mechanical, (min. 0-1-8), load of 6.01b dead located at all mid panels and at all 14=1189/0-5-8, (min. 0-1-8) panel points along the Bottom Chord, nonconcurrent with Max Horiz 14=37 (LC 16) any other live loads. Max Uplift 8=-122 (LC 9), 14=-126 (LC 8) 10) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 LOAD CASE(S) Standard (lb) or less except when shown. TOP CHORD 1-15=-282/57, 2-3=-2620/395, 3-16=-2073/342, 4-16=-2029/354, 4-17=-2029/353, 5-17=-2080/340, 5-6=-2398/351 BOT CHORD 14-18=-368/2488, 13-18=-368/2488, 12-13=-352/2427, 12-19=-352/2427, 11 -1 9=-352/2427, 11-20=-341/2383, 10-20=-341 /2383, 9-10=-341 /2383, 9-21=-307/1947, 8-21=-307/1947 WEBS 4-11=-60/663, 5-11=-549/166, 6-9=0/422, 2-14=-2431/349, 3-11=-603/164, 6-8=-2139/336 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=11 Omph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 2-10-13 to 5-10-13, Interior (1) 5-10-13 to 17-9-0, Exterior(2R) 17-9-0 to 20-9-0, Interior (1) 20-9-0 to 31-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Job Truss Truss Type Qty Ply P1-PLAN 1 CB10 Hip 1 1 Job Reference (optional) Builder FirstSource, M.BRITT rn n � o v v a 1-0-3 1 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:24:05 Page: 1 I D: ReeM_TidH 1 g8hX2hBm_eSeytU6K-vWZ?X1 OPgyW VSi7BVZF1 hawL9Toaed7jgGToj2ysDL8 15-5-0 15-0-0 5-1-10 4-11-6 4-6-0 15-1-5 5-6-12 I 3-2-8 3x6= 2x6 n 3x6= 3�2 3x4, 0-#� 4 5 6 3x4. 3 18 7 4x5 e 4x8-- 2 3x4 n 17 8 2x4 n 1 9 6 10 1- -5 19 15 14 20 13 21 12 11 22 3x10= 3x6= 4x6= 3x10= 4x6= 3x4= 3x6= 6-8-2 15-0-0 23-3-14 29-3-8 Camber = 3/8 in 6-8-2 8-3-14 8-3-14 5-11-10 Scale = 1:59.3 Plate Offsets (X, Y): [4:0-3-0,Edge], [6:0-3-0,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.14 13-15 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.51 13-15 >688 180 BCLL 0.0' Rep Stress Incr YES WB 0.55 Horz(CT) 0.15 10 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 136 lb FT = 20% LUMBER 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) TOP CHORD 2x4 DF No.2 G Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. BOT CHORD 2x4 DF No.2 G 11; Exp C; Enclosed; MWFRS (envelope) exterior zone WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF and C-C Exterior(2E) 2-10-13 to 5-10-13, Interior (1) Stud G 5-10-13 to 17-4-0, Exterior(2E) 17-4-0 to 18-2-0, Exterior BRACING (2R) 18-2-0 to 22-4-15, Interior (1) 22-4-15 to 31-10-12 TOP CHORD Structural wood sheathing directly applied or woods, zone; cantilever left and right exposed ; end vertical left 3truct oc except end verticals. and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate BOT CHORD Rigid ceiling directly applied or 7-2-11 oc grip DOL=1.60 bracing. 3) Provide adequate drainage to prevent water ponding. WEBS 1 Row at mid t 2-16 4) This truss has been designed for a 10.0 psf bottom MiTek recommends that Stabilizers and chord live load nonconcurrent with any other live loads. required cross bracing be installed during 5) ' This truss has been designed for a live load of 20.Opsf truss erection, in accordance with Stabilizer on the bottom chord in all areas where a rectangle Installation guide. 3-06-00 tall by 2-00-00 wide will fit between the bottom REACTIONS (lb/size) 10=1189/0 4-0, (min. 0-1-8), chord and any other members. 6) A plate rating reduction of 20 /o has been applied for the 16=1189/0-5-8, (min. 0-1-8) 9/0 5-8 green lumber members. Max Horiz 16=11 ( 7) Provide mechanical connection (by others) of truss to Max Uplift 16=33 (LC 32), 16=-283 (LC 29) bearing plate capable of withstanding 283 lb uplift atjoint FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 16 and 273 lb uplift at joint 10. (lb) or less except when shown. 8) This truss is designed in accordance with the 2018 TOP CHORD 1-17=-281/111, 2-17=-320/218, International Building Code section 2306.1 and 2-3=-2620/667, 3-4=-2106/548, referenced standard ANSI/TPI 1. 4-5=-1949/401, 5-6=-1950/385, 9) This truss has been designed for a moving concentrated 6-18=-2069/462, 7-18=-2114/549, load of 6.01b dead located at all mid panels and at all 7-8=-2396/615 panel points along the Bottom Chord, nonconcurrent with BOT CHORD 16-19=-755/2490, 15-19=-573/2490, any other live loads. 14-15=-638/2422, 14-20=-498/2422, 10) This truss has been designed for a total drag load of 13-20=-426/2422, 13-21=-432/2378, 1000 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) 12-21=-438/2378, 11-12=-578/2378, Connect truss to resist drag loads along bottom chord 11-22=407/1950, 10-22=-566/1950 from 0-0-0 to 29-3-8 for 34.1 plf. WEBS 5-13=-58/603, 7-13=-502/227, 8-11=-98/419, 11) This truss is designed for a creep factor of 3.01, which is 2-16=-2434/748, 3-13=-556/210, used to calculate the Vert(CT) deflection perANSI/TPI 1. 8-10=-2144/646 LOAD CASE(S) Standard NOTES 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Qty Ply P1-PLAN 1 CB11 Hip 1 1 Job Reference (optional) Builder FirstSource, M.BRITT rn M � o 7 N N � 7 V 1-0-J1 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:24:06 Page: 1 I D:v7pbRp2xwkPq mwwOnq p8bxytTuz-Oi 7N I N 02a FeM4 ri N3G mG EnTRts72 N4 Fs3wCLG UysD L7 5-1-10 10-1-0 13-3-0 15-0-0 16-9-0 20-6-5 5-1-10 4-11-6 3-2-0 1-9-0 1-9-0 3-9-5 3x4 % MT20HS 3x10 = 1.5x4 n MT20HS 3x10 = 4 5 6 26-1-0 29-3-8 5-6-12 3-2-8 12 0-Kt 3x4. 4x5c 3r 18 3 719 4x8c 2 3x4 n 17 8 1.5x4 n 1 9 6 10 1 5 20 15 14 21 13 22 12 11 23 3x10= 3x6= 4x6= 3x10= 4x6= 3x4= 3x6= Camber = 7/16 in i, 6-8-2 15-0-0 23-3-14 29-3-8 Scale = 1:59.3 6-8-2 8-3-14 8-3-14 5-11-10 Plate Offsets (X, Y): [4:0-5-0,Edge], [6:0-5-0,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.17 13-15 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.59 13-15 >586 180 MT20HS 165/146 BCLL 0.0' Rep Stress Incr YES WB 0.55 Horz(CT) 0.15 10 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 136 lb FT = 20% LUMBER 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) TOP CHORD 2x4 DF No.2 G Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. BOT CHORD 2x4 DF No.2 G 11; Exp C; Enclosed; MWFRS (envelope) exterior zone WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF and C-C Exterior(2E) 2-10-13 to 5-10-13, Interior (1) Stud G 5-10-13 to 16-0-0, Exterior(2E) 16-0-0 to 19-6-0, Exterior BRACING (2R) 19-6-0 to 23-8-15, Interior (1) 23-8-15 to 31-10-12 TOP CHORD Structural woododsheathing directly applied or zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & 2truct oc purs, except end verticals. MWFRS for reactions shown; Lumber DOL=1.60 plate BOT CHORD Rigid ceiling directly applied or 9-6-4 oc grip DOL=1.60 bracing. 3) Provide adequate drainage to prevent water ponding. WEBS 1 Row at mid t 2-16 4) All plates are MT20 plates unless otherwise indicated. MiTek recommends that Stabilizers and 5) This truss has been designed for a 10.0 psf bottom required cross bracing be installed during chord live load nonconcurrent with any other live loads. truss erection, in accordance with Stabilizer 6) ' This truss has been designed for a live load of 20.Opsf Installation guide. on the bottom chord in all areas where a rectangle REACTIONS (lb/size) 10=1189/0 4-0, (min. 0-1-8), 3-06-00 tall by 2-00-00 wide will fit between the bottom 9/0 5-8 16=1189/0-5-8, (min. 0-1-8) chord and any other members. Max Horiz 16= 7) A plate rating reduction of 20 has been applied for the /o green lumber members. Max Uplift 10=-134 (LC 9), 16=-138 (LC 8) 8) Provide mechanical connection (by others) of truss to FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 bearing plate capable of withstanding 138 lb uplift atjoint (lb) or less except when shown. 16 and 134 lb uplift at joint 10. TOP CHORD 1-17=-271/58, 2-18=-2620/448, 9) This truss is designed in accordance with the 2018 3-18=-2554/458, 3-4=-2184/427, International Building Code section 2306.1 and 4-5=-2105/424, 5-6=-2105/424, referenced standard ANSI/TPI 1. 6-7=-2194/429, 7-19=-2296/402, 10) This truss has been designed for a moving concentrated 8-19=-2389/400 load of 6.0Ib dead located at all mid panels and at all BOT CHORD 16-20=-433/2503, 15-20=-433/2503, panel points along the Bottom Chord, nonconcurrent with 14-15=-421/2394, 14-21=-421/2394, any other live loads. 13-21=-421/2394, 13-22=-383/2345, 11) This truss is designed for a creep factor of 3.01, which is 12-22=-383/2345, 11-12=-383/2345, used to calculate the Vert(CT) deflection perANSI/TPI 1. 11-23=-344/1971, 10-23=-344/1971 LOAD CASE(S) Standard WEBS 5-13=-20/465, 7-13=-361/145, 8-11=0/391, 2-16=-2457/400, 3-13=-417/144, 8-10=-2177/380 NOTES 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Qty Ply P1-PLAN 1 CB12 Hip 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:24:06 Page: 1 I D:6yFOQiETILCB_kFotLZbR6ytTs8-Oi7NIN02aFeM4riN3GmGEnTNTs7_N3is3wCLGUysDL7 10J Camber = 3/8 in Scale = 1:59.3 3x10= 5-1-10 11-3-0 15-0-0 18-9-0 26-1-0 29-3-8 5-1-10 6-1-6 3-9-0 3-9-0 7-4-0 3-2 6x8= 1.5x4n 6x8= r 32 R 17d1R S 3x6= 4x6= 3x10= 4x6= 3x4= 6-8-2 15-0-0 23-3-14 29-3-8 6-8-2 8-3-14 8-3-14 5-11-10 c4 n 1- -5 8 3x6= Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.15 11-13 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.54 11-13 >649 180 BCLL 0.0* Rep Stress Incr YES WB 0.59 Horz(CT) 0.15 8 n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix-MSH Weight: 136 lb FT = 20% LUMBER 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) TOP CHORD 2x4 DF No.2 G Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. BOT CHORD 2x4 DF No.2 G II; Exp C; Enclosed; MWFRS (envelope) exterior zone WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF and C-C Exterior(2E) 2-10-13 to 5-10-13, Interior (1) Stud G 5-10-13 to 14-0-0, Exterior(2R) 14-0-0 to 18-2-15, BRACING Interior (1) 18-2-15 to 21-6-0, Exterior(2R) 21-6-0 to TOP CHORD Structural wood sheathing directly applied, 25-8-15, Interior (1) 25-8-15 to 31-10-12 zone; cantilever left and right exposed ; end vertical left and right except end verticals. exposed;C-C for members and forces & MWFRS for BOT CHORD Rigid ceiling directly applied or 9-2-13 oc reactions shown; Lumber DOL=1.60 plate grip bracing. DOL=1.60 WEBS 1 Row at mid t 2-14 3) Provide adequate drainage to prevent water ponding. MiTek recommends that Stabilizers and 4) This truss has been designed for a 10.0 psf bottom required cross bracing be installed during chord live load nonconcurrent with any other live loads. truss erection, in accordance with Stabilizer 5) * This truss has been designed for a live load of 20.Opsf Installation guide. on the bottom chord in all areas where a rectangle REACTIONS (lb/size) 8=1189/0-4-0, (min. 0-1-8), 3-06-00 tall by 2-00-00 wide will fit between the bottom 14=1189/ Mechanical, (min. 0-1-8) chord and any other members. Max Horiz 14=20 (LC 16) 6) A plate rating reduction of 20 has been applied for the /o green lumber members. Max Uplift 8=-146 (LC 9), 14=-149 (LC 8) 7) Refer to girder(s) for truss to truss connections. FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 8) Provide mechanical connection (by others) of truss to (lb) or less except when shown. bearing plate capable of withstanding 149 lb uplift at joint TOP CHORD 1-15=-253/45, 2-16=-2634/458, 14 and 146 lb uplift at joint 8. 3-16=-2582/474, 3-17=-2569/487, 9) This truss is designed in accordance with the 2018 4-17=-2571/486, 4-18=-2570/487, International Building Code section 2306.1 and 5-18=-2567/488, 5-19=-2334/423, referenced standard ANSI/TPI 1. 6-19=-2397/406 10) This truss has been designed for a moving concentrated BOT CHORD 14-20=461/2529, 13-20=-461/2529, load of 6.01b dead located at all mid panels and at all 12-13=-407/2366, 12-21=-407/2366, panel points along the Bottom Chord, nonconcurrent with 11-21=407/2366, 11-22=-388/2314, any other live loads. 10-22=-388/2314, 9-10=-388/2314, 11) This truss is designed for a creep factor of 3.01, which is 9-23=-374/2050, 8-23=-374/2050 used to calculate the Vert(CT) deflection perANSI/TPI 1. WEBS 4-11=-314/92, 5-11=-57/483, 6-9=0/377, LOAD CASE(S) Standard 2-14=-2501/440, 3-11=-52/414, 3-13=-31/251, 6-8=-2301/438 NOTES 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Qty Ply P1-PLAN 1 CB13 Hip 1 1 Job Reference (optional) Builder FirstSource, M.BRITT rn M o <o T h N N 10T Camber = 7/16 in Scale = 1:59.2 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:24:06 Page: 1 1 D:70_sX15RG LU Rq FSC L_pT8 NytTpl-Oi 7N I N 02a FeM4 ri N3G mG EnTVSs7rN4JS3 W CLG UysD L7 5-1-10 1, 9-3-0 15-0-0 20-9-0 26-1-0 29-3-8 5-1-10 5-9-0 5-9-0 5 4-0 3-2-8 3F2 6x8= 1.5x4n 6x8= 4x5, 0-'#F 3 16 4 17 5 2 18 4x8-- 3x4n 15 6 2x4 11 1 7 1- -5 4 53 8 19 13 12 20 11 21 10 9 22 3x10= 3x6= 4x6= 3x10= 4x6= 3x4= 3x6= 6-8-2 15-0-0 23-3-14 29-3-8 6-8-2 8-3-14 8-3-14 5-11-10 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.18 11-13 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.61 11-13 >574 180 BCLL 0.0* Rep Stress Incr YES WB 0.55 Horz(CT) 0.15 8 n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix-MSH Weight: 134 lb FT = 20% LUMBER 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) TOP CHORD 2x4 DF No.2 G Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. BOT CHORD 2x4 DF No.2 G II; Exp C; Enclosed; MWFRS (envelope) exterior zone WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 OF and C-C Exterior(2E) 2-10-13 to 5-10-13, Interior (1) Stud G 5-10-13 to 12-0-0, Exterior(2R) 12-0-0 to 16-2-15, BRACING Interior (1) 16-2-15 to 23-6-0, Exterior(2R) 23-6-0 to TOP CHORD Structural wood sheathing directly applied or 27-8-15, Interior (1) 27-8-15 to 31-10-12 zone; cantilever left and right exposed ; end vertical left and right 3-1-9 oc purlins, except end verticals. exposed;C-C for members and forces & MWFRS for BOT CHORD Rigid ceiling directly applied or 9-5-0 oc reactions shown; Lumber DOL=1.60 plate grip bracing. DOL=1.60 WEBS 1 Row at mid t 2-14 3) Provide adequate drainage to prevent water ponding. MiTek recommends that Stabilizers and 4) This truss has been designed for a 10.0 psf bottom required cross bracing be installed during chord live load nonconcurrent with any other live loads. truss erection, in accordance with Stabilizer 5) * This truss has been designed for a live load of 20.Opsf Installation guide. on the bottom chord in all areas where a rectangle REACTIONS (lb/size) 8=1189/0-4-0, (min. 0-1-8), 3-06-00 tall by 2-00-00 wide will fit between the bottom 14=1189/ Mechanical, (min. 0-1-8) chord and any other members. Max Horiz 14=12 (LC 16) /o 6) A plate rating reduction of 20 has been applied for the green lumber members. Max Uplift 8=-156 (LC 9), 14=-158 (LC 8) 7) Refer to girder(s) for truss to truss connections. FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 8) Provide mechanical connection (by others) of truss to (lb) or less except when shown. bearing plate capable of withstanding 158 lb uplift at joint TOP CHORD 1-15=-286/58, 2-3=-2644/461, 14 and 156 lb uplift at joint 8. 3-16=-3065/544, 4-16=-3068/543, 9) This truss is designed in accordance with the 2018 4-17=-3068/543, 5-17=-3065/544, International Building Code section 2306.1 and 5-18=-2378/413, 6-18=-2421/395 referenced standard ANSI/TPI 1. BOT CHORD 14-19=-443/2482, 13-19=-443/2482, 10) This truss has been designed for a moving concentrated 12-13=-419/2516, 12-20=-419/2516, load of 6.01b dead located at all mid panels and at all 11-20=-419/2516, 11-21=-401/2410, panel points along the Bottom Chord, nonconcurrent with 10-21=401/2410, 9-10=401/2410, any other live loads. 9-22=-345/1959, 8-22=-345/1959 11) This truss is designed for a creep factor of 3.01, which is WEBS 4-11=-499/146, 5-11 =-1 26/849, 6-9=-18/500, used to calculate the Vert(CT) deflection perANSI/TPI 1. 2-14=-2421/411, 3-11=-114/740, LOAD CASE(S) Standard 6-8=-2160/393 NOTES 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Qty Ply P1-PLAN 1 CB14 Hip 1 1 Job Reference (optional) Builder FirstSource, M.BRITT rn C N O N T C? co N N N 1-0- Camber= 1/2 in Scale = 1:59.2 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:24:07 Page: 1 ID:7?EQOPryj5?gUe?ktOMdZFytTjc-svhlyjPgLZmDi?HZc_H Vm?OgKGSR6Xu01ZyvoxysDL6 4-12-13 7-3-0 10-1-0 15-0-0 20-6-5 22-9-0 26-1-2 29-3-8 4-10-13 2-4-3 2-10-0 4-11-0 5-6-5 2-2-11 3-4-2 3-2-6 '� 3x4n 12 4x5= 3x4= 1.5x4n 3x6= 4x5= 3r 4x8 3 4 18 5 19 6 7 4x6a 0 t 2 17 8 PO 2x4n 1 9 1- -5 16 10 91 15 14 22 13 23 12 11 9a 3x10= 4x8= 3x10= 4x8= 3x10= 3x10= 7-1-3 15-0-0 22-10-13 29-3-8 7-1-3 7-10-13 7-10-13 6-4-11 3x6= Plate Offsets (X, Y): [8:0-2-6,0-1-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.23 13-15 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.74 13-15 >471 180 BCLL 0.0' Rep Stress Incr YES WB 0.53 Horz(CT) 0.17 10 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 136 lb FT = 20% LUMBER 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) TOP CHORD 2x4 DF No.2 G Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. BOT CHORD 2x4 DF No.2 G 11; Exp C; Enclosed; MWFRS (envelope) exterior zone WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF and C-C Exterior(2E) 2-10-13 to 5-10-13, Interior (1) Stud G 5-10-13 to 10-0-0, Exterior(2R) 10-0-0 to 14-2-15, BRACING Interior (1) 14-2-15 to 25-6-0, Exterior(2R) 25-6-0 to TOP CHORD Structural wood sheathing directly applied or 29-8-15, Interior (1) 29-8-15 to 31-10-12 zone; cantilever left and right exposed ; end vertical left and right 2truct 3 oc purlins, except end verticals. exposed;C-C for members and forces & MWFRS for BOT CHORD Rigid ceiling directly applied or 8-9-0 oc reactions shown; Lumber DOL=1.60 plate grip bracing. DOL=1.60 WEBS 1 Row at mid t 2-16 3) Provide adequate drainage to prevent water ponding. MiTek recommends that Stabilizers and 4) This truss has been designed for a 10.0 psf bottom required cross bracing be installed during chord live load nonconcurrent with any other live loads. truss erection, in accordance with Stabilizer 5) ' This truss has been designed for a live load of 20.Opsf Installation guide. on the bottom chord in all areas where a rectangle REACTIONS (lb/size) 10=1189/0 4-0, (min. 0-1-8), 3-06-00 tall by 2-00-00 wide will fit between the bottom 16=1189/ Mechanical, (min. 0-1-8) chord and any other members. Max Horiz 16=13 (LC 9) 6) A plate rating reduction of 20 has been applied for the /o green lumber members. Max Uplift 10=-164 (LC 9), 16=-166 (LC 8) 7) Refer to girder(s) for truss to truss connections. FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 8) Provide mechanical connection (by others) of truss to (lb) or less except when shown. bearing plate capable of withstanding 166 lb uplift at joint TOP CHORD 1-17=-286/61, 2-3=-2690/448, 16 and 164 lb uplift at joint 10. 3-4=-2578/435, 4-18=-3669/593, 9) This truss is designed in accordance with the 2018 5-18=-3669/593, 5-19=-3669/593, International Building Code section 2306.1 and 6-19=-3669/593, 6-7=-2395/408, referenced standard ANSI/TPI 1. 7-8=-2510/416 10) This truss has been designed for a moving concentrated BOT CHORD 16-21=-430/2441, 15-21=-430/2441, load of 6.01b dead located at all mid panels and at all 14-15=-515/3241, 14-22=-515/3241, panel points along the Bottom Chord, nonconcurrent with 13-22=-515/3241, 13-23=-506/3027, any other live loads. 12-23=-506/3027, 11-12=-506/3027, 11) This truss is designed for a creep factor of 3.01, which is 11-24=-335/1904, 10-24=-335/1904 used to calculate the Vert(CT) deflection perANSI/TPI 1. WEBS 5-13=-375/114, 6-13=-110/768, LOAD CASE(S) Standard 6-11=-946/201, 8-11=-53/644, 4-13=-97/554, 4-15=-900/190, 8-10=-2073/368, 7-11=-61/480, 3-15=-65/497, 2-15=-14/342, 2-16=-2383/398 NOTES 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Qty Ply P1-PLAN 1 CB15 Hip Girder 1 2 Job Reference (optional) Builder FirstSource, M.BRITT T N��� 2-3-15 N L N N Camber = 11/16 Scale = 1:69.8 1-0-3 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:24:07 Page: 1 I D:OKE4ZIStXfXOERn?KciWe5ytTey-svhlyjPgLZmDi?HZc_H Vm?OkwGT46VX01ZyvoxysDL6 I --- 5-3-0 13-6 4-15 9-2-4 1-7-3 0 704 93-8 222-78 8 3 F2 5x6 -- 6x8= 3_ 3x6= 3x4= 4 25 52fi 31 22 32 2133 34 3!20 367 3x4= 4x6= 7x8= 3x4= R 2x4n 3x4= 3x6= 7 2R8 29 9 30 19 38 18 39 4017 1611 3x4= 3x10= 3x6= 6x8= 6x12= 10 3x6, 11 2x4n 12 132 J 15 493 14 44 4x8= 3x6= 4x5= 3-4-71, 6-7-2 9-9-12 13-7-0 16-4-15 19-2-14 22-8-6 25-11-1 29-3-8 3-4-7 3-2-11 3-2-11 3-9-4 2-9-15 2-9-15 3-5-8 3-2-11 3-4-7 Plate Offsets (X, Y): [1:0-3-8,0-2-0], [3:0-3-8,0-0-12], [10:0-6-0,0-0-12], [20:0-4-0,0-5-4] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.31 18-19 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.97 18-19 >358 180 BCLL 0.0* Rep Stress Incr NO WB 0.68 Horz(CT) 0.17 13 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 348 lb FT = 20% LUMBER TOP CHORD 2x4 DF N0.2 G *Except* T2:2x6 DF 180OF 1.6E G or 2x6 DF SS G BOT CHORD 2x6 DF 180OF 1.6E G or 2x6 DF SS G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G *Except* W18,W1:2x4 DF No.2 G BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 13=2751/04-0, (min. 0-1-8), FORCES TOP CHORD BOT CHORD 23=2777/ Mechanical, (min. 0-1-8) Max Horiz 23=16 (LC 5) Max Uplift 13=434 (LC 5), 23=457 (LC 4) (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 1-2=-610/106, 2-3=-5793/975, 3-24=-8462/1414,4-24=-8466/1413, 4-25=-11074/1831,5-25=-11074/1831 5-26=-12481/2060, 6-26=-12481/2066, 6-27=-12301/2021, 7-27=-12301/2021, 7-28=-12301/2021,8-28=-12301/2021, 8-29=-11192/1826, 9-29=-11192/1826, 9-30=-8369/1344, 10-30=-8365/1345, 10-11=-5236/834, 11-12=-317/61, 1-23=-320/63 23-31=-815/4920, 22-31=-815/4920, 22-32=-1110/6748,21-32=-1110/6748, 21-33=-1673/10179, 33-34=-1673/10179, 34-35=-1673/10179, 20-35=-1673/10179, 20-36=-1891/11566, 36-37=-1891/11566, 19-37=-1891/11566, 19-38=-2024/12481, 18-38=-2024/12481, 18-39=-1800/11192, 39-40=-1800/11192,17-40=-1800/11192, 16-17=-1533/9505, 16-41=-1533/9505, 1541=-1533/9505, 15-42=-944/5876, 4243=-944/5876, 1443=-944/5876, 1444=-622/3875, 1344=-622/3875 WEBS 2-23=4938/820, 11-13=4345/690, 2-22=-209/1394, 3-22=-1594/287, 3-21=458/2942, 4-21 =-2401/425, 4-20=-207/1475, 5-20=-991/198, 5-19=-184/1099, 8-18=-236/1311, 8-17=-896/191, 9-17=-343/2102, 9-15=-2143/408, 10-15=-520/3369, 10-1 4=-1 489/295, 11-14=-276/1862 NOTES 1) 2-ply truss to be connected together with 1 Od (0.131 "xY) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 457 lb uplift at joint 23 and 434 lb uplift at joint 13. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) Use Simpson Strong -Tie LTHJA26 (LTHJA26 on 2 ply, Right Hand Hip) or equivalent at 8-0-6 from the left end to connect truss(es) J03 (1 ply 2x4 DF), CGO1 (1 ply 2x4 DF) to back face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. 15) "NAILED" indicates Girder: 3-10d (0.148" x 3") toe -nails per NDS guidelines. 16) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 230 lb down and 125 lb up at 27-6-0 on top chord, and 263 lb down at 27-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 17) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-3=-68, 3-10=-68, 10-12=-68, 13-23=-14 Concentrated Loads (lb) Vert: 3=-33, 10=-183, 16=-203, 19=-203, 6=-33, 7=-33, 18=-203, 15=-203, 24=-33, 25=-33, 26=-33, 27=-33, 28=-33, 29=-33, 30=-33, 32=-552, 33=-203, 35=-203, 36=-203, 38=-203, 40=-203, 43=-255 Job Truss Truss Type Qty Ply P1-PLAN 1 CC01 Common Girder 1 2 Job Reference (optional) Builder FirstSource, M.BRITT _�_0-3-Ek__ Camber= 1/4 in Scale = 1:67.4 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:24:08 Page: 1 I D:97ECSLjHAaVwA4k8u_MPAUytSoO-K5E793Ql6su4J9smAhpkJCYpHgkwrut9WDhSKNysDL5 17-1-12 33-3-0 5-10-2 8-6-10 16-0-0 23-7-2 26-3-12 32-0-0 5-10-2 2-8-8 7-5-6 6-5-6 2-8-9 5-8 4 1-3- 1-1-12 1.5x4 n 5x8= 12 3 4 5 3x4 c 5x8, 1.5x4o 3 6 1.5x4. 2 7 3x4= 1 20 31 8 9 191 21 15 14 22 1323tg 24 2!26 11 10 27 28 29 30 3x4= 3x4= 4x6= 3x4= 12 MT20HS 5x12 = 3x10= 4x12= 8x12= 17-2-12 17-1-12 8-6-10 16-0-0 23-7-2 32-0-0 8-6-10 7-5-6 6 4-7 8-4-13 1-1-12 0-1-0 Plate Offsets (X, Y): [1:0-4-12,Edge], [8:0-54,0-1-2], [10:0-3-9,0-5-0], [12:0-3-12,0-2-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.13 10-12 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.38 10-12 >458 180 MT20HS 165/146 BCLL 0.0* Rep Stress Incr NO WB 0.93 Horz(CT) -0.03 12 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 327 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x6 DF 180OF 1.6E G or 2x6 DF SS G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G *Except* W7:2x4 DF No.2 G BRACING TOP CHORD Structural wood sheathing directly applied or 5-5-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-12 REACTIONS (lb/size) 1=-267/0-5-8, (min. 0-1-8), FORCES TOP CHORD BOT CHORD WEBS NOTES 8=1859/0-5-8, (min. 0-1-8), 12=7861/0-5-8, (min. 0-4-3) Max Horiz 1=-76 (LC 32) Max Uplift 1=-722 (LC 37), 8=-791 (LC 24), 12=-1077 (LC 22) Max Grav 1=641 (LC 36), 8=1931 (LC 46), 12=7861 (LC 1) (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 1-2=-2279/2886, 2-3=-1839/2808, 3-4=-1457/3782, 4-5=-538/3735, 5-6=-1346/3826,6-7=-5412/2071, 7-8=-5736/2565 1-20=-1867/1594, 1-20=-1723/1449, 1-21=-2838/2188, 15-21=-2538/1876, 14-15=-2712/1451, 14-22=-2712/1201, 13-22=-2712/1106, 13-23=-3614/672, 12-23=-3614/687, 12-24=-967/5236, 24-25=-1215/5236, 25-26=-1215/5236, 11-26=-1453/5236, 10-11=-1563/5236, 10-27=-1953/5543, 27-28=-2065/5543, 28-29=-2184/5543, 29-30=-2336/5543, 8-30=-2371 /5543, 8-31=-1553/3851, 8-31 =-1 697/3851 4-13=-1958/387, 6-10=-692/4577, 3-13=-1470/275, 3-15=0/404, 5-12=-531/163, 6-12=-9029/1475, 4-12=-392/455, 7-10 =-344/ 127. 2-15=-329/ 115 1) 2-ply truss to be connected together with 10d (0.131 "xY) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-5-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; VuIt=11Omph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 722 lb uplift at joint 1, 1077lb uplift at joint 12 and 791 lb uplift at joint 8. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 12) This truss has been designed for a total drag load of 3700 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 32-0-0 for 115.6 plf. 13) Use Simpson Strong -Tie LUS26 (4-SD9112 Girder, 4- SD9212 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 17-11-4 from the left end to 21-11-4 to connect truss(es) CB12 (1 ply 2x4 DF), CB13 (1 ply 2x4 DF), CB14 (1 ply 2x4 DF) to front face of bottom chord. 14) Use Simpson Strong -Tie HHUS26-2 (14-10d Girder, 6-1 Od Truss) or equivalent at 23-10-7 from the left end to connect truss(es) CB15 (2 ply 2x6 DF) to front face of bottom chord. 15) Use MiTek MP3 (With 3-10d x 1-1/2 nails into Girder & 3-10d x 1-1/2 nails into Truss) or equivalent at 29-3-0 from the left end to connect truss(es) CGO1 (1 ply 2x4 DF) to front face of bottom chord, skewed 45.0 deg.to the left, sloping 0.0 deg. down. 16) Fill all nail holes where hanger is in contact with lumber. 17) "NAILED" indicates Girder: 3-10d (0.148" x 3") toe -nails per NDS guidelines. 18) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-4=-68, 4-9=-68, 1-8=-14 Concentrated Loads (lb) Vert: 10=-2763, 11=-1175, 24=-1175, 25=-1175, 27=-107, 29=-34, 30=-334 Job Truss Truss Type Qty Ply P1-PLAN 1 CCO2 Common 6 1 Job Reference (optional) Builder FirstSource, M.BRITT 6-1-0 0-3-EZ-- Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:24:09 Page: 1 I D: WYsMHZIQrlsk2?I NgSik?JytSYr-oHoW N PRwtA1 xxJ RykPKzrQ5z54BQaRIJItROtpysDL4 17-1-12 11-0-11 16-0-0 24-0-1 4-11-12 4-11-5 6-10-4 1-1-12 4x5, 4x5= 5 3X4= 4Xi5= 3x4= 1.5X411 7-11-15 3x6= 3x6= 3x6= 3x4= 17-2-12 17-1-12 9-1-8 16-0-0 24-0-1 32-0-0 9-1-8 6-10-8 6-9-5 7-11-15 1-1-12 0-1-0 Camber= 1/4 in Scale = 1:61.3 Plate Offsets (X, Y): [2:0-1 -1 0,Edge], [8:0-2-14,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.10 10-21 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.35 10-21 >515 180 BCLL 0.0' Rep Stress Incr YES WB 0.57 Horz(CT) 0.02 8 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 137 lb FT = 20% LUMBER 1) Unbalanced roof live loads have been considered for this TOP CHORD 2x4 DF No.2 G design. BOT CHORD 2x4 DF No.2 G 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 OF Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. Stud G II; Exp C; Enclosed; MWFRS (envelope) exterior zone BRACING and C-C Exterior(2E) -1-3-7 to 1-10-15, Interior (1) TOP CHORD Structural wood sheathing directly applied or woodpurlins. 1-10-15 to 16-0-0, Exterior(2R) 16-0-0 to 19-2-6, Interior 5truct oc (1) 19-2-6 to 33-3-7 zone; cantilever left and right BOT CHORD Rigid ceiling directly applied or 6-0-0 oc exposed ; end vertical left and right exposed;C-C for bracing, Except: members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 10-0-0 oc bracing: 2-15. 3) This truss has been designed for a 10.0 psf bottom WEBS 1 Row at mid t 7-12 chord live load nonconcurrent with any other live loads. MiTek recommends that Stabilizers and 4) ' This truss has been designed for a live load of 20.Opsf required cross bracing be installed during on the bottom chord in all areas where a rectangle truss erection, in accordance with Stabilizer 3-06-00 tall by 2-00-00 wide will fit between the bottom Installation guide. chord and any other members. 5) A plate rating reduction of 20% has been applied for the REACTIONS (lb/size) 2=562/0-5-8, (min. 0-1-8), green lumber members. 8=56 2/0-5-8, (min. 0-1-8), 6) Provide mechanical connection (by others) of truss to 12=1805/0-5-8, (min. 0- 12 bearing plate capable of withstanding 125 lb uplift atjoint Max Horiz (LC 12) 21 121 lb uplift at joint 12 and 119lb uplift at joint 8. Max Uplift 2=-125 (LC 8), 8=-119 (LC 9), 7) This truss is designed in accordance with the 2018 12=-121 (LC 8) International Building Code section 2306.1 and Max Grav 2=613 (LC 25), 8=502 (LC 26), referenced standard ANSI/TPI 1. 12=1805 (LC 1) 8) This truss has been designed for a moving concentrated FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 load of 6.01b dead located at all mid panels and at all (lb) or less except when shown. panel points along the Bottom Chord, nonconcurrent with TOP CHORD 2-22=-1213/225, 3-22=-1195/242, any other live loads. 3-4=-658/127, 4-23=-47/708, 5-23=-35/782, 9) This truss is designed for a creep factor of 3.01, which is 5-6=-12/718, 6-24=-78/1075, 7-24=-98/973, used to calculate the Vert(CT) deflection perANSI/TPI 1. 7-25=-563/179, 8-25=-596/154 LOAD CASE(S) Standard BOT CHORD 2-26=-90/449, 2-26=-90/449, 2-27=-253/1159, 15-27=-253/1159, 14-15=-144/324, 14-28=-144/324, 13-28=-144/324, 13-29=-992/203, 12-29=-992/203, 12-30=-131/546, 11-30=-131/546, 10-11=-131/546, 10-31=-131 /546, 8-31 =-1 31/546, 8-32=-51/306, 8-32=-51/306 WEBS 6-12=-1342/223, 7-12=-1319/232, 7-10=0/284, 5-13=-397/43, 3-15=-621/174, 4-15=-9/527, 4-13=-972/188, 6-13=-107/913 NOTES Job Truss Truss Type Qty Ply P1-PLAN 1 CC03 Common Supported Gable 1 1 Job Reference (optional) Builder FirstSource, M.BRITT v 4 0-3-Ek-- Scale = 1:61.3 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:24:09 Page: 1 ID:fPnPr4xumPCgo3nCQ1 TjzzytSXJ-oHoWNPRwtA1 xxJRykPKzrQ55b4GOaZ2JItROtpysDL4 33-3-0 �1-3-0 16-0-0 32-0-0 1-3-0 16-0-0 16-0-0 1-3-0'� 4x5= 11 12 3x4= 3x4= 3x4= 3x4= Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.15 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.04 Horz(CT) 0.01 33 n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix-MSH Weight: 150 lb FT = 20% LUMBER BOT CHORD 2-54=-525/568, 44-54=-461/512, TOP CHORD 2x4 DF No.2 G 44-55=-425/469, 43-55=402/445, BOT CHORD 2x4 DF No.2 G 43-56=-376/423, 42-56=-356/400, OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 42-57=-333/377, 41-57=-292/354, Stud G 41-58=-288/331, 40-58=-265/309, BRACING 39-40=-242/286, 38-39=-219/263, 29-30=-218/263 28-29=-242/286 TOP CHORD Structural wood sheathing directly applied or 28-67=-265/308, 27-67=-288/331, 6-0-0 oc purlins. 27-68=-292/354, 26-68=-333/377, BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 26-69=-356/400, 25-69=-377/423, racing. 25-70=-402/446, 24-70=-425/469, MiTek recommends that Stabilizers and 24-71=-461/506, 22-71=-525/568 required cross bracing be installed during NOTES truss erection, in accordance with Stabilizer 1) Unbalanced roof live loads have been considered for this Installation guide. design. REACTIONS All bearings 32-0-0. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) (lb) - Max Horiz 2=70 (LC 38), 45=70 (LC 38) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. joi Max Uplift All uplift 100 (lb) or less at joint(s) 1 (l ) o II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-3-7 to 1-10-15, Exterior(2N) 24, 25i 24, 25, 26, 27, 28, 3e 31, 33, 31, 32, 1-10-15 to 16-0-0, Corner(3R) 16-0-0 to 19-2-6, Exterior 37, 38, 41, 44 43, 4 (2N) 19-2-6 to 33-3-7 zone; cantilever left and right except (LC 29), 2, =-20748=-2 =-20045=-2(0 exposed ; end vertical left and right exposed;C-C for (LC 32), (LC 29), 7 members and forces & MWFRS for reactions shown; (LC 32) Lumber DOL=1.60 plate grip DOL=1.60 do r l Max Grav All reactions 250 (lb) or less at joint reactionst joint 3) Truss designed for wind loads in the plane of the truss (sl 27, 28, 3) 32, only. For studs exposed to wind (normal to the face), 34, 35, 36, 37, 38, 40, 41, 42, 43 37 1, 42,4 3 see Standard Industry Gable End Details as applicable, (38 50, except 26, (L or consult qualified building designer as perANSI/TPI 1. 49), 242315 (LC 54), 442=2 49), 4) All plates are 1.5x4 MT20 unless otherwise indicated. 45=254 (LC 54), 48=254 (LC 5) Gable requires continuous bottom chord bearing. 43) 6) Gable studs spaced at 1-4-0 oc. FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 7) This truss has been designed for a 10.0 psf bottom (lb) or less except when shown. chord live load nonconcurrent with any other live loads. TOP CHORD 2-3=-587/557, 3-4=-468/468, 4-5=-410/428, 8) * This truss has been designed for a live load of 20.Opsf 5-6=-354/388, 6-7=-304/348, 7-8=-262/309, on the bottom chord in all areas where a rectangle 8-9=-219/270, 15-16=-219/261, 3-06-00 tall by 2-00-00 wide will fit between the bottom 16-17=-262/296, 17-18=-304/332, chord and any other members. 18-19=-347/367, 19-20=-381/401, 9) A plate rating reduction of 20% has been applied for the 20-21=-440/439, 21-22=-554/523 green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 35, 36, 37, 38, 40, 41, 42, 43, 44, 33, 32, 31, 30, 28, 27, 26, 25, 24 except Qt=lb) 2=199, 22=207, 2=199, 22=207. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI(TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total drag load of 1100 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 32-0-0 for 34.4 plf. 14) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 1 CD00 Common Supported Gable 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:24:10 Page: 1 ID:B?mQKpS6loA93geYuCSpogytSC_-GUMualSYeU9oZT0816rCOdeDJ UdlJtCS_XAZPGysDL3 0-3-0�1-5-0 6-9-0 12-1-0 W-6-0 14-9-0� 1-3-0 1-5-0 5-4-0 5-4-0 1-5-0 1-3-0-1 4x5= 3 F2 7 6 8 4x6c 255 926 4x6o 3x4 u 4 10 3x4 n 0 2 3 S 3 S 4 S S S1-4 S 3 11 12 M 0 1 S2 S2 13 1- -0 24 14 2723 28 22 29 21 30 20 31 19 32 18 33 17 34 16 35 1536 2x4 n 2x4 n 6x8= 3x10n 3x10 n 6x8= 2-9-0 8-0-0 2-9-0 Scale = 1:52.7 Plate Offsets (X, Y): [16:0-3-9,0-3-0], [22:0-3-9,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.12 Vert(CT) n/a n/a 999 BCLL 0.0' Rep Stress Incr YES WB 0.62 Horz(CT) 0.00 19 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 69 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 13-6-0. (lb) - Max Horiz 24=11 (LC 36) Max Uplift All uplift 100 (lb) or less atjoint(s) 17, 18, 20, 21 except 14=-240 (LC 32), 15=-1177 (LC 40), 16=-1072 (LC 39), 22=-1072 (LC 38), 23=-1177 (LC 37), 24=-240 (LC 29) Max Grav All reactions 250 (lb) or less at joint (s) 14, 17, 18, 19, 20, 21, 24 except 15=1231 (LC 49), 16=1089 (LC 50), 22=1089 (LC 49), 23=1232 (LC 50) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-987/992, 4-25=-748/771, 5-25=-558/588, 5-6=-497/542, 6-7=-258/320, 7-8=-258/322, 8-9=-497/547, 9-26=-558/589, 10-26=-748/779, 10-11=-987/992, 12-14=-192/273 BOT CHORD 22-28=-379/396, 22-29=-700/743, 21-29=-604/623, 21-30=484/502, 20-30=-268/383, 20-31=-244/263, 18-32=-244/263, 18-33=-268/383, 17-33=-484/503, 17-34=-604/623, 16-34=-700/743, 16-35=-367/374 WEBS 3-23=-1268/1246, 11-15=-1299/1256, 3-22=-1590/1619, 11-16=-1553/1579 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=11Omph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-3-7 to 1-5-0, Exterior(2N) 1-5-0 to 6-9-0, Corner(3R) 6-9-0 to 9-9-0, Exterior(2N) 9-9-0 to 14-9-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 10) A plate rating reduction of 20% has been applied for the green lumber members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint (s) 20, 21, 18, 17 except Qt=lb) 24=240, 14=240, 23=1176,15=1176,22=1071,16=1071. 12) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 14) This truss has been designed for a total drag load of 180 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 13-6-0 for 180.0 plf. 15) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 1 CD01 Common 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:24:10 Page: 1 ID:_ohazLgRle7ZbjyE2StheXytUce-GUMualSYeU9oZT0816rCOde7vUaZJzmS_XAZPGysDL3 1-3-0 6-9-0 12 3F- 4x8 = 6-9-0 1-3-0 5x6 e T 10 L:2 11 5x6 c 9 W 12 2 4 1 1- -0 8 6 13 7 14 2x4 n 4x8 = 2x4 n 6-9-0 Scale = 1:35.8 6-9-0 Plate Offsets (X, Y): [2:0-3-0,0-1-8], [4:0-3-0,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.04 7-8 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.10 7-8 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.20 Horz(CT) 0.01 6 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 65 lb FT = 20% LUMBER 5) A plate rating reduction of 20% has been applied for the TOP CHORD 2x4 DF No.2 G green lumber members. BOT CHORD 2x4 DF No.2 G 6) Provide mechanical connection (by others) of truss to WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF bearing plate capable of withstanding 105 lb uplift at joint Stud G 8 and 105 lb uplift at joint 6. BRACING 7) This truss is designed in accordance with the 2018 TOP CHORD Structural wood sheathing directly applied or International Building Code section 2306.1 and 6-0-0 oc purlins, except end verticals. referenced standard ANSI/TPI 1. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 8) This truss has been designed for a moving concentrated racing. load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with MiTek recommends that Stabilizers and any other live loads. required cross bracing be installed during 9) This truss is designed for a creep factor of 3.01, which is truss erection, in accordance with Stabilizer used to calculate the Vert(CT) deflection perANSI/TPI 1. Installation guide. LOAD CASE(S) Standard REACTIONS (lb/size) 6=639/0-5-8, (min. 0-1-8), 8=639/0-3-8, (min. 0-1-8) Max Horiz 8=-11 (LC 10) Max Uplift 6=-105 (LC 9), 8=-105 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-778/201, 9-10=-719/212, 3-10=-718/225, 3-11=-718/225, 11-12=-719/213, 4-12=-778/201, 2-8=-594/248, 4-6=-594/248 WEBS 2-7=-117/495, 4-7=-119/495 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-3-7 to 1-8-9, Interior (1) 1-8-9 to 6-9-0, Exterior(2R) 6-9-0 to 9-9-0, Interior (1) 9-9-0 to 14-9-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. Job Truss Truss Type Qty Ply P1-PLAN 1 CD02 Common 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:24:10 Page: 1 ID: Wb7Cl?fpXK?izZN2UkMS5KytUcf-GUMua1SYeU9oZT0816rCOde7vUbiJzdS_XAZPGysDL3 1-6-0 Scale = 1:35.8 6-6-0 4x6 n 12 3r 6-9-0 1-3-0 6x8 > 10 11 5x6 9 T W3 al 2 2 4 5 1- -0 8 ILI 6 13 7 14 2x6 n 4x8 = 2x4 n 6-6-0 6-9-0 Plate Offsets (X, Y): [2:0-3-11,0-3-0], [4:0-3-0,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.04 6-7 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.10 6-7 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.21 Horz(CT) 0.00 6 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 64 lb FT = 20% LUMBER 5) A plate rating reduction of 20% has been applied for the TOP CHORD 2x4 DF No.2 G green lumber members. BOT CHORD 2x4 DF No.2 G 6) Refer to girder(s) for truss to truss connections. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 7) Provide mechanical connection (by others) of truss to Stud G bearing plate capable of withstanding 105 lb uplift atjoint BRACING 6 and 112 lb uplift at joint 2. TOP CHORD Structural wood sheathing directly applied or 8) This truss is designed in accordance with the 2018 6-0-0 oc purlins, except end verticals. International Building Code section 2306.1 and BOT CHORD Rigid ceiling directly applied or 10-0-0 oc referenced standard ANSI/TPI 1. racing. 9) This truss has been designed for a moving concentrated load of 6.0Ib dead located at all mid panels and at all MiTek recommends that Stabilizers and panel points along the Bottom Chord, nonconcurrent with required cross bracing be installed during any other live loads. truss erection, in accordance with Stabilizer 10) Gap between inside of top chord bearing and first Installation guide. diagonal or vertical web shall not exceed 0.500in. REACTIONS (lb/size) 2=648/ Mechanical, (min. 0-1-8), 11) This truss is designed for a creep factor of 3.01, which is 6=627/0-5-8, (min. 0-1-8) used to calculate the Vert(CT) deflection perANSI/TPI 1. Max Horiz 2=-12 (LC 10) LOAD CASE(S) Standard Max Uplift 2=-112 (LC 8), 6=-105 (LC 9) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-742/208, 9-10=-687/219, 3-10=-685/232, 3-11=-685/219, 11-12=-685/207, 4-12=-745/195, 4-6=-582/243 WEBS 4-7=-101/461, 2-7=-95/516 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=11Omph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-3-7 to 1-8-9, Interior (1) 1-8-9 to 6-9-0, Exterior(2R) 6-9-0 to 9-9-0, Interior (1) 9-9-0 to 14-9-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. Job Truss Truss Type Qty Ply P1-PLAN 1 CD03 Common 1 1 Job Reference (optional) Builder FirstSource, M.BRITT 6-6-0 12 3r Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:24:11 Page: 1 I D: Wb7Cl?fpXK?izZN2UkMS5KytUcf-kgwGo5SAPnHeAdaKrpMRxrAlotxx2QjbDBw6xiysDL2 4x8 = 6-9-0 1-3-0 4x5 0 $ 9 T 10 5x6 c W 11 1 3 4 W 1 -0 5 EEE12 6 13 2x4 n 4x8 = 2x4 n 6-6-0 Scale = 1:35.8 6-9-0 Plate Offsets (X, Y): [1:0-1-12,0-1-8], [3:0-3-0,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.04 5-6 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.10 5-6 >999 180 BCLL 0.0' Rep Stress Incr YES WB 0.22 Horz(CT) 0.00 5 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 62 lb FT = 20% LUMBER 5) A plate rating reduction of 20% has been applied for the TOP CHORD 2x4 DF No.2 G green lumber members. BOT CHORD 2x4 DF No.2 G 6) Refer to girder(s) for truss to truss connections. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 7) Provide mechanical connection (by others) of truss to Stud G bearing plate capable of withstanding 55 lb uplift at joint BRACING 7 and 105 lb uplift at joint 5. TOP CHORD Structural wood sheathing directly applied or 8) This truss is designed in accordance with the 2018 5-11-9 oc purlins, except end verticals. International Building Code section 2306.1 and BOT CHORD Rigid ceiling directly applied or 10-0-0 oc referenced standard ANSI/TPI 1. racing. 9) This truss has been designed for a moving concentrated load of 6.0Ib dead located at all mid panels and at all MiTek recommends that Stabilizers and panel points along the Bottom Chord, nonconcurrent with required cross bracing be installed during any other live loads. truss erection, in accordance with Stabilizer 10) This truss is designed for a creep factor of 3.01, which is Installation guide. used to calculate the Vert(CT) deflection perANSI/TPI 1. REACTIONS (lb/size) 5=634/0-5-8, (min. 0-1-8), 7=526/ LOAD CASE(S) Standard Mechanical, (min. 0-1-8) Max Horiz 7=-25 (LC 10) Max Uplift 5=-105 (LC 9), 7=-55 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-762/225, 8-9=-710/226, 2-9=-706/240, 2-10=-709/230, 10-11=-710/218, 3-11=-768/206, 1-7=-483/182, 3-5=-589/250 WEBS 1-6=-144/547, 3-6=-121/489 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-4-13 to 34-13, Interior (1) 3-4-13 to 6-9-0, Exterior(2R) 6-9-0 to 9-9-0, Interior (1) 9-9-0 to 14-9-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. Job Truss Truss Type Qty Ply P1-PLAN 1 CE01 Common Girder 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Camber= 1/8 in Scale = 1:60 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:24:11 Page: 1 I D:6lzUhngbEdmjfjSkJhckfHytUcR-kgwGo5SAPnHeAdaKrpMRxrAMZtpR2HzbDBw6xiysDL2 11-9-14 3-6-8 7-1-4 10-11-3 13-1-12 30-6-14 3-6-8 3-6-12 3-9-15 17-5-2 1-3-0� 7x100 1- 12 34 46 33 MT20HS 8x12 = 7x8= 312 4x6= 8 1zx14, 4 �6� 7910113 12S 13 _ 14 47 32 4849 31 30 50 40 29 5128 52 27 262! 3x10n 3x4= 4x8= 6x8= 4x6= I� II■i itill I s ]%�581 i F4t1 3-6-8 7-6-8 10-11-3 17-4-10 30-6-14 3-6-8 4-0-0 3-4-10 6-5-7 13-24 Plate Offsets (X, Y): [3:0-5-2,0-7-6], [29:04-0,0-24], [31:0-3-9,0-2-0], [33:0-3-9,0-4-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.08 32-33 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.23 32-33 >558 180 MT20HS 165/146 BCLL 0.0* Rep Stress Incr NO WB 0.78 Horz(CT) 0.05 29 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 180 lb FT = 20% LUMBER TOP CHORD 1-2=-626/289, 2-3=-4457/960, 34=-753/937 TOP CHORD 2x4 DF No.2 G 4-5=-605/798, 5-6=-483/698, 6-7=-432/637, BOT CHORD 2x4 DF No.2 G *Except* B1:2x6 DF 180OF 7-8=-357/572, 8-9=-247/481, 9-10=-142/447 1.6E G or 2x6 DF SS G 10-11 =-1 33/434,11-12=-239/480, WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 12-13=-358/510, 13-14=-461/619, Stud G *Except* W1:2x6 DF No.2 G, W5:2x4 14-15=-576/725, 15-16=-691/833, DF 180OF 1.6E G or 2x4 DF No.1&Btr G, 16-17=-811/933, 17-18=-927/1040, W6:2x4 DF No.2 G 18-45=-978/1097, 19-45=-1181/1267, OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 1-34=-297/74 Stud G BOT CHORD 3446=-1151/4262, 33-46=-1034/4262, BRACING 33-47=-999/2835, 32-47=-859/2835, 3001, 32-48=-733/3001, 48-49=-561/421, TOP CHORD Structural wood sheathing directly applied or 31-49=-561/3001,8-51= -39/314,, 2-7-7 oc purlins, except end verticals. 29-51=-439/220, 28-51=-499/419, BOT CHORD Rigid ceiling directly applied or 5-6-12 oc 28-52=-439/325, 27-52=-499/419, bracing. 26-27=-544/429, 25-26=-603/523, WEBS 1 Row at midpt 3-31, 2-34 25-53=-614/570, 24-53=-708/628, JOINTS 1 Brace at Jt(s): 35, 24-54=-718/639, 23-54=-813/733, 37 23-55=-865/782, 22-55=-908/837, MiTek recommends that Stabilizers and 22-56=-970/890, 21-56=-1022/932, required cross bracing be installed during 21-57=-1139/1001, 19-57=-1257/1177, truss erection, in accordance with Stabilizer 19-58=-333/353, 19-58=-403/422 Installation guide. WEBS 3-38=-442/341, 37-38=-433/332, 3741=-444/337, 3641=-391 /314, REACTIONS All bearings 19-9-8. except 34= Mechanical 35-36=-392/314, 35-39=431/331, (lb) - Max Horiz 34=-85 (LC 31) 3940=-432/333, 2940=436/340, Max Uplift All uplift 100 (lb) or less atjoint(s) 11-29=-380/110, 18-21 =-265/5 1, 21, 22, 23, 24, 25, 27, 28 except 3141=-593/212, 6-41=-253/90, 19=-344 (LC 24), 29=-181 (LC 24), 2-33=-318/1106, 3-33=-617/1862, 31=-520 (LC 30), 34=-760 (LC 21), 3-32=-249/2439, 3-31=-3975/506, 42=-344 (LC 24) 2-34=4269/1180 Max Grav All reactions 250 (Ib) or less at joint (s) 22, 23, 24, 25, 27, 28 except 19=359 (LC 41), 21=406 (LC 3), 29=457 (LC 1), 31=3846 (LC 1), 34=3193 (LC 1), 42=359 (LC 41) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=11Omph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (a) 28, 27, 25, 24, 23, 22, 21 except Qt=lb) 29=181, 19=343, 31=520, 34=759, 19=343. 12) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 14) This truss has been designed for a total drag load of 2400 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 30-6-14 for 78.5 plf. 15) Use Simpson Strong -Tie LUS26 (4-SD9112 Girder, 4- SD9212 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-11-14 from the left end to 9-11-14 to connect truss(es) CB08 (1 ply 2x4 DF), CB09 (1 ply 2x4 DF) to back face of bottom chord. 16) Fill all nail holes where hanger is in contact with lumber. 17) "NAILED" indicates Girder: 3-10d (0.148" x 3") toe -nails per NDS guidelines. 18) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-8=-68, 8-20=-68, 3442=-14 Concentrated Loads (lb) Vert: 33=-1175, 32=-1175, 45=-30, 46=-1175, 47=-1175, 49=-1175 Job Truss Truss Type Qty Ply P1-PLAN 1 CGO1 Diagonal Hip Girder 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:24:12 Page: 1 I D:Sx7K8dQdO2 Hg?7dd CBg2ZgytTf_-Cs U e? RToA5P Vom9XPXthT2j b8H9? nuCl RrfgT8ys D L 1 3-7-2 7-3-9 3-7-2 3-8-8 2.1212 1.5x4n 4x8 = 3 1.5x4n 2 7 2- 10 1 6 4 2- 10 1 3 5 8 9 10 4 3x4= 3x4= Camber= 1/4 in Scale = 1:52.3 7-3-9 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.16 4-5 >542 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.43 4-5 >197 180 BCLL 0.0* Rep Stress Incr NO WB 0.14 Horz(CT) 0.01 4 n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix -MP Weight: 34 lb FT = 20% LUMBER 8) This truss is designed in accordance with the 2018 TOP CHORD 2x4 DF No.2 G International Building Code section 2306.1 and BOT CHORD 2x4 DF No.2 G referenced standard ANSI/TPI 1. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 9) This truss has been designed for a moving concentrated Stud G load of 6.01b dead located at all mid panels and at all BRACING panel points along the Bottom Chord, nonconcurrent with TOP CHORD Structural wood sheathing directly applied or any other live loads. 10) "NAILED" indicates Girder: 3-10d (0.148" x 3") toe -nails 6-0-0 oc purlins, except end verticals. per NDS guidelines. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 11) This truss is designed for a creep factor of 3.01, which is racing. used to calculate the Vert(CT) deflection perANSI/TPI 1. MiTek recommends that Stabilizers and LOAD CASE(S) Standard required cross bracing be installed during 1) Dead + Roof Live (balanced): Lumber Increase=1.25, truss erection, in accordance with Stabilizer Plate Increase=1.25 Installation guide. Uniform Loads (lb/ft) REACTIONS (lb/size) 4=369/ Mechanical, (min. 0-1-8), Vert: 1-3=-68, 4-5=-14 5=354/ Mechanical, (min. 0-1-8) Concentrated Loads (lb) Max Horiz 5=43 (LC 29) Vert: 6=-5, 7=-71, 8=-24, 10=48 Max Uplift 4=-56 (LC 8), 5=-39 (LC 4) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 5-8=-158/460, 8-9=-158/460, 9-10=-158/460, 4-10=-158/460 WEBS 2-4=-493/169, 2-5=-494/126 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 lb uplift at joint 4 and 39 lb uplift at joint 5. Job Truss Truss Type Qty Ply P1-PLAN 1 CG02 Jack -Open Girder 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:24:12 Page: 1 ID:EXk_rQn4APGHA58z4rXoVRytUcV-CsUe?RToA5PVom9XPXthT2jQbHCenwFlRrfgT8ysDL1 3x6 n 2.12 �2 2 6x8 = 1 5 2- 11 2- 11 1- -5 4 7 89 3 1.5x4 n 4x5= 0-0-6 t 6-3-9 6-3-3 Camber = 3/16 in 0-0-6 Scale = 1:45.6 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.10 3-4 >750 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.26 3-4 >274 180 BCLL 0.0* Rep Stress Incr NO WB 0.01 Horz(CT) n/a - n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix -MP Weight: 29 lb FT = 20% LUMBER 8) This truss is designed in accordance with the 2018 TOP CHORD 2x4 DF No.2 G International Building Code section 2306.1 and BOT CHORD 2x4 DF No.2 G referenced standard ANSI/TPI 1. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 9) This truss has been designed for a moving concentrated Stud G load of 6.01b dead located at all mid panels and at all BRACING panel points along the Bottom Chord, nonconcurrent with TOP CHORD Structural wood sheathing directly applied or any other live loads. 10) Gap between inside of top chord bearing and first 6-0-0 oc purlins, except end verticals. diagonal or vertical web shall not exceed 0.500in. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 11) "NAILED" indicates Girder: 3-10d (0.148" x 3") toe -nails racing. per NDS guidelines. MiTek recommends that Stabilizers and 12) This truss is designed for a creep factor of 3.01, which is required cross bracing be installed during used to calculate the Vert(CT) deflection perANSI/TPI 1. truss erection, in accordance with Stabilizer LOAD CASE(S) Standard Installation guide. 1) Dead + Roof Live (balanced): Lumber Increase=1.25, REACTIONS All bearings 0-1-8. except 4=0-4-15 Plate Increase=1.25 (Ib) - Max Horiz 1=42 (LC 5) Uniform Loads (lb/ft) Max Uplift All uplift 100 (lb) or less at joint(s) Vert: 1-2=-68, 3-4=-14 1,2 Concentrated Loads (lb) Max Grav All reactions 250 (lb) or less at joint Vert: 5=-32, 6=-67, 7=-29, 9=47 (s) 2, 3, 4 except 1=262 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=11 Omph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 2, 1. Job Truss Truss Type Qty Ply P1-PLAN 1 J01 Jack -Open 2 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:24:13 Page: 1 ID:2PZpYffBmOtrLPprw1 rDY6ytUcg-g32ODmURxPXMQwkjzEOwOGGn_heSW NeugVPDObysDLO -1-3-0 3-10-15 1-3-0 3-10-15 3 12 3 1 2 8 2 10 T 1- 10 0-3-15 .1 1 �� 11 4 2x6 = t 3-10-15 L Scale = 1:34.3 Plate Offsets (X, Y): [2:0-0-10,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.01 4-7 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.03 4-7 >999 180 BCLL 0.0' Rep Stress Incr YES WB 0.00 Horz(CT) n/a - n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix -MP Weight: 13 lb FT = 20% LUMBER 7) This truss is designed in accordance with the 2018 TOP CHORD 2x4 DF No.2 G International Building Code section 2306.1 and BOT CHORD 2x4 DF No.2 G referenced standard ANSI/TPI 1. BRACING 8) This truss has been designed for a moving concentrated TOP CHORD Structural wood sheathing directly applied or load of 6.01b dead located at all mid panels and at all 3-10-15 oc purlins. panel points along the Bottom Chord, nonconcurrent with BOT CHORD Rigid ceiling directly applied or 10-0-0 oc any other live loads. 9) This truss is designed for a creep factor of 3.01, which is racing. used to calculate the Vert(CT) deflection perANSI/TPI 1. MiTek recommends that Stabilizers and LOAD CASE(S) Standard required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=260/0-5-8, (min. 0-1-8), 3=100/ Mechanical, (min. 0-1-8), 4=43/ Mechanical, (min. 0-1-8) Max Horiz 2=52 (LC 8) Max Uplift 2=-69 (LC 8), 3=-29 (LC 12) Max Grav 2=260 (LC 1), 3=100 (LC 1), 4=60 (LC 3) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-16; VuIt=11 Omph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-3-7 to 1-8-9, Interior (1) 1-8-9 to 3-10-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 29 lb uplift at joint 3 and 69 lb uplift at joint 2. Job Truss Truss Type Qty Ply P1-PLAN 1 J02 Jack -Open 2 1 Job Reference (optional) Builder FirstSource, M.BRITT 2- -2 Camber= 1/8 in Scale = 1:30 0-3-15T Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:24:13 Page: 1 ID:2PZpYffBmOtrLPprw1 rDY6ytUcg-g32ODmURxPXMQwkjzEOwOGGk4hbKWNeugVPDObysDLO -1-3-0 5-10-15 1-3-0 5-10-15 3 1 r 2 8 T1 1- 10 2 9 10 4 3x4 = 5-10-15 Plate Offsets (X, Y): [2:0-2-10,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.06 4-7 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.16 4-7 >447 180 BCLL 0.0' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix -MP Weight: 18 lb FT = 20% LUMBER 7) This truss is designed in accordance with the 2018 TOP CHORD 2x4 DF No.2 G International Building Code section 2306.1 and BOT CHORD 2x4 DF No.2 G referenced standard ANSI/TPI 1. BRACING 8) This truss has been designed for a moving concentrated TOP CHORD Structural wood sheathing directly applied or load of 6.01b dead located at all mid panels and at all 5-10-15 oc purlins. panel points along the Bottom Chord, nonconcurrent with BOT CHORD Rigid ceiling directly applied or 10-0-0 oc any other live loads. 9) This truss is designed for a creep factor of 3.01, which is racing. used to calculate the Vert(CT) deflection perANSI/TPI 1. MiTek recommends that Stabilizers and LOAD CASE(S) Standard required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=337/0-5-8, (min. 0-1-8), 3=163/ Mechanical, (min. 0-1-8), 4=67/ Mechanical, (min. 0-1-8) Max Horiz 2=71 (LC 8) Max Uplift 2=-76 (LC 8), 3=-48 (LC 12) Max Grav 2=337 (LC 1), 3=163 (LC 1), 4=95 (LC 3) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-16; VuIt=11 Omph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-3-7 to 1-8-9, Interior (1) 1-8-9 to 5-10-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 3 and 76 lb uplift at joint 2. Job Truss Truss Type Qty Ply P1-PLAN 1 J03 Jack -Partial 11 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:24:14 Page: 1 ID:2MRBWbOIj7v58gu2X26Lx1ytTf1-9FcPQ6V3iifD14JvXyv9YTovz5v9Fo42v98mY1ysDL? -1-3-0 4-4-14 8-0-0 1-3-0 4-4-14 3-7-2 3 F2 4 1.5x4 0 12 11 10 2- 15 N 2 13 0-3-1� 1 14 65 3x4 = 3x6 = 8-0-0 7-4-12 7-4-12 11 Camber = 3/16 in 0-7-4 Scale = 1:38.1 Plate Offsets (X, Y): [2:0-1-2,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.09 6-9 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.25 6-9 >389 180 BCLL 0.0' Rep Stress Incr YES WB 0.18 Horz(CT) 0.01 5 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 29 lb FT = 20% LUMBER 5) Refer to girder(s) for truss to truss connections. TOP CHORD 2x4 DF No.2 G 6) Provide mechanical connection (by others) of truss to BOT CHORD 2x4 DF No.2 G bearing plate capable of withstanding 39 lb uplift at joint WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 4, 85 lb uplift at joint 2 and 15 lb uplift at joint 5. Stud G 7) This truss is designed in accordance with the 2018 BRACING International Building Code section 2306.1 and TOP CHORD Structural wood sheathing directly applied or referenced standard ANSI/TPI 1. 6-0-0 oc purlins. 8) This truss has been designed for a moving concentrated BOT CHORD Rigid ceiling directly applied or 10-0-0 oc load of 6.01b dead located at all mid panels and at all racing. panel points along the Bottom Chord, nonconcurrent with any other live loads. MiTek recommends that Stabilizers and 9) This truss is designed for a creep factor of 3.01, which is required cross bracing be installed during used to calculate the Vert(CT) deflection perANSI/TPI 1. truss erection, in accordance with Stabilizer LOAD CASE(S) Standard Installation guide. REACTIONS (lb/size) 2=420/0-5-8, (min. 0-1-8), 4=101/ Mechanical, (min. 0-1-8), 5=217/ Mechanical, (min. 0-1-8) Max Horiz 2=90 (LC 8) Max Uplift 2=-85 (LC 8), 4=-39 (LC 8), 5=-15 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-639/269, 10-11=-634/278, 3-11=-600/280 BOT CHORD 2-14=-354/618, 6-14=-354/618 WEBS 3-6=-644/369 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-3-7 to 1-8-9, Interior (1) 1-8-9 to 7-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. Job Truss Truss Type Qty Ply P1-PLAN 1 J04 Jack -Open 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:24:14 Page: 1 ID:Sx7K8dQd02Hg?7ddCBg2ZgytTf_-9FcPQ6V3iifD14JvXyv9YToykS_SFgb2v98mY1ysDL? 3-1-15 12 3 3x4 2 T1 1 1- -11 W1 ]1- 4 5 3 1.5x4 a 3x6 = 3-1-15 2-8-10 2-8-10 0-5-5 Scale = 1:31.1 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc.) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.00 3-4 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.01 3-4 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 2 n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix -MP Weight: 14 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=100/ Mechanical, (min. 0-1-8), 3=21/ Mechanical, (min. 0-1-8), 4=121/ Mechanical, (min. 0-1-8) Max Horiz 4=33 (LC 9) Max Uplift 2=-34 (LC 8), 4=-9 (LC 8) Max Grav 2=100 (LC 1), 3=51 (LC 3), 4=121 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 34 lb uplift at joint 2 and 9 lb uplift at joint 4. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 1 J05 Jack -Open 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:24:14 Page: 1 I D:2MRB WbOlj7v58gu2X26Lx1 ytTf1-9FcPQ6V3iifD 14JvXyv9YTo_c5?PFgl2v98mY1 ysDL? 312 3x4 - il1 -11 1_ _3 4 1- 11 5 3 1.5x4 u 3x4 = Scale = 1:43.3 Plate Offsets (X, Y): [3:Edge,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.0' Rep Stress Incr YES WB 0.01 Horz(CT) n/a n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 5 lb FT = 20% LUMBER 7) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 2 lb uplift at joint 4, BOT CHORD 2x4 DF No.2 G 6 lb uplift at joint 3 and 11 lb uplift at joint 2. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 8) This truss is designed in accordance with the 2018 Stud G International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 9) This truss has been designed for a moving concentrated 3-10-15 oc purlins, except end verticals. load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 10-0-0 oc panel points along the Bottom Chord, nonconcurrent with racing. any other live loads. 10) This truss is designed for a creep factor of 3.01, which is MiTek recommends that Stabilizers and used to calculate the Vert(CT) deflection perANSI/TPI 1. required cross bracing be installed during LOAD CASE(S) Standard truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=34/ Mechanical, (min. 0-1-8), 3=7/ Mechanical, (min. 0-1-8), 4=41/ Mechanical, (min. 0-1-8) Max Horiz 4=21 (LC 9) Max Uplift 2=-11 (LC 8), 3=-6 (LC 9), 4=-2 (LC 8) Max Grav 2=34 (LC 1), 3=17 (LC 3), 4=41 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Refer to girder(s) for truss to truss connections. Job Truss Truss Type Qty Ply P1-PLAN 1 LAY1 Lay -In Gable 1 1 Job Reference (optional) Builder FirstSource, M.BRITT 0-0--4-" Scale = 1:61.7 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:24:14 Page: 1 ID:ZtPr95f6DoAiCvlwywviHoytU6O-9FcPQ6V3iifD14JvXyv9YTo_w5?jFoH2v98mY1ysDL? 19 7 9-8-3 19-1-1 9-8-3 9-4-13 0-3-6 4x5= 6 1fi 2620 27 19 28 18 29 17 30 16 31 15 32 14 33 13 34 1235 3x4 * 3x4,N 19-4-7 l Ill 1 Plate Offsets (X, Y): [7:0-0-0,Edge], [8:0-0-0,Edge], [9:0-0-0,Edge], [10:0-0-0,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.05 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.17 Horiz(TL) 0.01 11 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 127 lb FT = 20% LUMBER 4) All plates are 1.5x4 MT20 unless otherwise indicated. TOP CHORD 2x4 DF No.2 G 5) Gable requires continuous bottom chord bearing. BOT CHORD 2x4 DF No.2 G 6) Gable studs spaced at 0-0-0 oc. OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 7) This truss has been designed for a 10.0 psf bottom Stud G chord live load nonconcurrent with any other live loads. BRACING 8) * This truss has been designed for a live load of 20.Opsf TOP CHORD Structural wood sheathing directly applied or on the bottom chord in all areas where a rectangle 6-0-0 oc purlins. 3-06-00 tall by 2-00-00 wide will fit between the bottom BOT CHORD Rigid ceiling directly applied or 10-0-0 oc chord and any other members. bracing. 9) A plate rating reduction of 20 /o has been applied for the WEBS 1 Row at mid t 6-16 green lumber members. 10) Provide mechanical connection (by others) of truss to MiTek recommends that Stabilizers and bearing plate capable of withstanding 100 lb uplift atjoint required cross bracing be installed during (s) 1, 11, 20, 17, 15, 12 except Qt=lb) 19=110, 18=108, truss erection, in accordance with Stabilizer 14=109, 13=113. Installation guide. 11) This truss is designed in accordance with the 2018 REACTIONS All bearings 194-7. International Building Code section 2306.1 and (lb) - Max Horiz 1=-236 (LC 8) referenced standard ANSI/TPI 1. upliftlb) r l Max Uplift All uplift 100 (lb) or less at joint(s) 12) This truss has been designed for a moving concentrated 1, 11, 15, 0 except except load of 6.01b dead located at all mid panels and at all 1, 11,13 (LC 13), (LC 13), panel points along the Bottom Chord, nonconcurrent with 18=-109 (LC 12), 19=-111 (LC 12) any other live loads. 13) This truss is designed fora creep factor which is Max Grav All reactions 250 (lb) or less at joint used to calculate the Vert(CT) deflection erANSIITPI 1. p r AN (s) 1, 11, 12, 13, 14, 15, 16, 17, 18, 19 20 LOAD CASE(S) Standard FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-302/205, 10-11=-261/189 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-4 to 3-0-4, Interior (1) 3-0-4 to 9-8-7, Exterior(2R) 9-8-7 to 12-8-7, Interior (1) 12-8-7 to 19-4-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. Job Truss Truss Type Qty Ply P1-PLAN 1 VT01 Valley 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:24:15 Page: 1 ID:13zEMRgk_6IZg3K6WeQxq?ytU6N-dRAndSVhTOn4fEu64fRO5hL4oVG3_H7B7puK4TysDL_ 3-11-0 1, 6-7-12 7-10-0 3-11-0 z1 2-8-12 1-2-4 3x4 = 12 32 T1 1- -o 3 810 129 Ri 1 3 0-04 11 3x6 0 Scale = 1:29.4 7-10-0 3x6 Plate Offsets (X, Y): [2:0-2-0,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.37 Vert(TL) n/a n/a 999 BCLL 0.0' Rep Stress Incr YES WB 0.00 Horiz(TL) 0.04 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 19 lb FT = 20% LUMBER 7) ' This truss has been designed for a live load of 20.Opsf TOP CHORD 2x4 DF No.2 G on the bottom chord in all areas where a rectangle BOT CHORD 2x4 DF No.2 G 3-06-00 tall by 2-00-00 wide will fit between the bottom BRACING chord and any other members. TOP CHORD Structural wood sheathing directly applied or Structurall woos. 8) A plate rating reduction of 20% has been applied for the 6tru0 green lumber members. BOT CHORD Rigid ceiling directly applied or 9-4-6 oc 9) Provide mechanical connection (by others) of truss to bracin bearing plate capable of withstanding 34 lb uplift at joint 1 and 34 lb uplift at joint 3. MiTek recommends that Stabilizers and 10) This truss is designed in accordance with the 2018 required cross bracing be installed during International Building Code section 2306.1 and truss erection, in accordance with Stabilizer referenced standard ANSI/TPI 1. Installation guide. 11) This truss has been designed for a moving concentrated REACTIONS (lb/size) 1=321/7-10-0, (min. 0-1-8), load of 6.0Ib dead located at all mid panels and at all 3=321/7-10-0, (min. 0-1-8) panel points along the Bottom Chord, nonconcurrent with Max Horiz 1=-14 (LC 17) any other live loads. Max Uplift 1=-34 (LC 8), 3=-34 (LC 9) 12) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 LOAD CASE(S) Standard (Ib) or less except when shown. TOP CHORD 1-8=-1018/608, 1-8=-997/612, 1-2=-784/475, 2-3=-784/476, 3-9=-997/612, 3-9=-1018/608 BOT CHORD 1-10=-589/977, 1-10=-588/979, 1 - 11 =-434/781, 3-11 =-434/78 1, 3-12=-576/979, 3-12=-577/977 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-0 to 3-1-0, Interior (1) 3-1-0 to 4-0-0, Exterior(2R) 4-0-0 to 7-0-0, Interior (1) 7-0-0 to 7-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply P1-PLAN 1 VT02 Valley 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:24:15 Page: 1 ID: _ohazLgRle7ZbjyE2StheXytUce-dRAndSVhTOn4fEu64fRO5hL50VH4_GdB7puK4TysDL_ 1- -0 1- -3 0-0-4 \\ Scale = 1:30.9 17 5-11-0 4x6 = 12 4 13 4-8-12 -1 1-2-4 3x4 c 1.5x4 n 3x4 0 11-10-0 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.30 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.10 Horiz(TL) 1 0.00 4 n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix-MSH Weight: 31 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=108/11-10-0, (min. 0-1-8), 3=108/11-10-0, (min. 0-1-8), 4=755/11-10-0, (min. 0-1-8) Max Horiz 1=-22 (LC 13) Max Uplift 1=-27 (LC 12), 3=-29 (LC 13), 4=-53 (LC 8) Max Grav 1=141 (LC 25), 3=141 (LC 26), 4=755 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-266/479, 2-9=-154/527, 2-1 0=-1 51/527, 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 1, 29 lb uplift at joint 3 and 53 lb uplift at joint 4. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 12) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. 3-10=-156/477 LOAD CASE(S) Standard BOT CHORD 1 -11 =-73/250, 1-12=-474/189, 4-12=-474/189, 4-13=-474/189, 3-13=474/189, 3-14=-67/250 WEBS 2-4=-553/226 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-0 to 3-1-0, Interior (1) 3-1-0 to 6-0-0, Exterior(2R) 6-0-0 to 9-0-0, Interior (1) 9-0-0 to 11-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Job Truss Truss Type Qty Ply P1-PLAN 1 VT03 Valley 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:24:15 Page: 1 ID: _ohazLgRle7ZbjyE2StheXytUce-dRAndSVhTOn4fEu64fRO5hL54Vlo_HFB7puK4TysDL_ 2-11-0 1 -3 0-0-.\ Scale = 1:36.9 7-11-0 1.5x4 n 4x5 = 1.5x4 n 6-8-12 3x4 0 1.5x4 n 1.5x4 n 1.5x4 n 3x4 e 1-2-4 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.26 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.06 Horiz(TL) 0.00 8 n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix-MSH Weight: 45 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10 0 psf bottom TOP CHORD Structural wood sheathing directly applied or chord live load nonconcurrent with any other live loads. 10-0-0 oc purlins. 7) * This truss has been designed for a live load of 20.Opsf BOT CHORD Rigid ceiling directly applied or 6-0-0 oc on the bottom chord in all areas where a rectangle racing. 3-06-00 tall by 2-00-00 wide will fit between the bottom MiTek recommends that Stabilizers and chord and any other members. required cross bracing be installed during 8) A plate rating reduction of 20% has been applied for the truss erection, in accordance with Stabilizer green lumber members. Installation guide. 9) Provide mechanical connection (by others) of truss to REACTIONS All bearings 15-10-0. bearing plate capable of withstanding 100 lb uplift atjoint (lb) - Max Horiz 1=30 (LC 12) 1, 6. u s This 10) This truss is designed in accordance with the 2018 Max Uplift All uplift 100 (lb) or less at joint(s) International Building Code section 2306.1 and 1, 5, 6, 8 referenced standard ANSI/TPI 1. Max Grav All reactions 250 (lb) or less at joint e c lessat j 11) This truss has been designed for a moving concentrated (sl 7 except 6=494 (LC (s) 1, load of 6.01b dead located at all mid panels and at all (LC 25) panel points along the Bottom Chord, nonconcurrent with FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 any other live loads. (lb) or less except when shown. 12) This truss is designed for a creep factor of 3.01, which is TOP CHORD 1-13=-286/387, 13-14=-79/392, used to calculate the Vert(CT) deflection perANSI/TPI 1. 2-14=-72/435, 2-3=-39/390, 3-4=-36/390, LOAD CASE(S) Standard 4-15=-69/435, 15-16=-76/392, 5-16=-81/387 BOT CHORD 1-17=-63/265, 1-17=-62/266, 1-18=-380/104, 8-18=-380/104, 8-19=-380/104, 7-19=-380/104, 7-20=-380/104, 6-20=-380/104, 6-21=-380/104, 5-21=-380/104, 5-22=-62/266, 5-22=-63/265 WEBS 2-8=-324/129, 4-6=-324/129 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-0 to 3-1-0, Interior (1) 3-1-0 to 8-0-0, Exterior(2R) 8-0-0 to 11-0-0, Interior (1) 11-0-0 to 15-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Job Truss Truss Type Qty Ply P1-PLAN 1 VT04 Valley 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:24:15 Page: 1 I D:T_FyAhh33xGQCtXQc9OwAlytU cd-d RAndSV hTOn4fEu64fRO5h L5I V Hf_H D B7pu K4TysD L_ 9-11-0 L 18-7-12 1,19-10-0 I, 9-11-0 8-8-12 1-2-4 4x5 = 18 3 5 19 0 2 3 12 F- 2 ST 6 N 3 r 17 ST ST ST 20 21 28 1 0-0.4 22 12 23 11 24 10 25 9 26 8 27 3x4 % 3x40 19-10-0 Scale = 1:41.2 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.26 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.06 Horiz(TL) 0.00 12 n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix-MSH Weight: 61 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 19-10-0. (lb) - Max Horiz 1=-38 (LC 13) Max Uplift All uplift 100 (lb) or less at joint(s) 1, 7, 8, 9, 10, 11, 12 Max Grav All reactions 250 (lb) or less at joint (s) 1, 7, 9, 11 except 8=488 (LC 26), 10=378 (LC 1), 12=488 (LC 25) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-329/313, 2-17=-55/361, 2-18=-28/288, 3-18=-20/318, 3-4=-6/337, 4-5=-4/337, 5-19=-18/318, 6-19=-26/288, 6-20=-53/361, 7-20=-58/313 BOTCHORD 1-21=-67/307, 1-21=-66/308, 1-22=-309/80, 12-22=-309/80, 12-23=-309/80, 11-23=-309/80, 11-24=-309/80, 10-24=-309/80, 10-25=-309/80, 9-25=-309/80, 9-26=-309/80, 8-26=-309/80, 8-27=-309/80, 7-27=-309/80, 7-28=-58/308, 7-28=-59/307 WEBS 4-10=-310/53, 2-12=-319/88, 6-8=-319/88 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-0 to 3-1-0, Interior (1) 3-1-0 to 10-0-0, Exterior(2R) 10-0-0 to 13-0-0, Interior (1) 13-0-0 to 19-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (a) 1, 7, 10, 11, 12, 9, 8. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 1 VT05 Valley 1 1 Job Reference (optional) Builder FirstSource, M.BRITT 11-11-0 11-11-0 M O � O N M 0-0-4 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:24:15 Page: 1 ID:T_FyAhh33xGQCtXQc9OwAlytUcd-dRAndSVhTOn4fEu64fRO5hL1BVEF_GiB7puK4TysDL_ 1.5x4 n 4x5= 1.5x4 u 22-7-12 10-8-12 18 8 19 7 20 6 21 3x6 n 1.5x4 n 5x6 = 1.5x4 n 23-10-0 Scale = 1:45.4 3x6_- 1-2-4 Plate Offsets (X, Y): [7:0-3-0,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.48 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.09 Horiz(TL) 0.01 8 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 71 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-0 to 3-1-0, Interior (1) 3-1-0 to 12-0-0, Exterior(2R) 12-0-0 to 15-0-0, Interior (1) 15-0-0 to 23-11-0 zone; cantilever left and right exposed ; end vertical left and right exposedEC-C for members and TOP CHORD Structural wood sheathing directly applied or forces & MWFRS for reactions shown; Lumber 10-0-0 oc purlins. DOL=1.60 plate grip DOL=1.60 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 3) Truss designed for wind loads in the plane of the truss racing. only. For studs exposed to wind (normal to the face), MiTek recommends that Stabilizers and see Standard Industry Gable End Details as applicable, required cross bracing be installed during or consult qualified building designer as perANSI/TPI 1. truss erection, in accordance with Stabilizer 4) Gable requires continuous bottom chord bearing. Installation guide. 5) Gable studs spaced at 4-0-0 oc. REACTIONS All bearings 23-10-0. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. (lb) - Max Horiz 1=-46 (LC 13) 7) * This truss has been designed for a live load of 20.Opsf Max Uplift All uplift 100 (lb) or less atjoint(s) on the bottom chord in all areas where a rectangle 1, 5, 7 except 6=-115 (LC 13), 3-06-00 tall by 2-00-00 wide will fit between the bottom 8=-115 (LC 12) chord and any other members. Max Grav All reactions 250 (lb) or less at joint 8) A plate rating reduction of 20% has been applied for the (s) 1, 5 except 6=645 (LC 26), green lumber members. 7=397 (LC 1), 8=645 (LC 25) 9) Provide mechanical connection (by others) of truss to FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 bearing plate capable of withstanding 100 lb uplift atjoint (lb) or less except when shown. (s) 1, 5, 7 except Qt=lb) 8=114, 6=115. TOP CHORD 1-13=-386/601, 2-13=-89/682, 2-14=-44/579, 10) This truss is designed in accordance with the 2018 3-14=-34/632, 3-15=-38/646, 4-15=-45/593, International Building Code section 2306.1 and 4-16=-90/696, 5-16=-100/615 referenced standard ANSI/TPI 1. BOT CHORD 1-17=-93/365, 1-17=-92/366, 1-18=-603/122, 11) This truss has been designed for a moving concentrated 8-18=-603/122, 8-19=-603/122, load of 6.01b dead located at all mid panels and at all 7-19=-603/122, 7-20=-617/125, panel points along the Bottom Chord, nonconcurrent with 6-20=-617/125, 6-21=-617/125, any other live loads. 5-21=-617/125, 5-22=-66/356, 5-22=-67/355 12) This truss is designed for a creep factor of 3.01, which is WEBS 3-7=-444/82, 2-8=459/137, 4-6=-458/137 used to calculate the Vert(CT) deflection perANSI/TPI 1. NOTES LOAD CASE(S) Standard 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Qty Ply P1-PLAN 1 VT07 Valley 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:24:16 Page: 1 ID:T_FyAhh33xGQCtXQc9OwAlytUod-5ej9roWJEKvxHOTleNydeuuE1 ucWjjNLMTdtbvysDKz 3-9-8 6-4-13 7-7-1 I� 3-9-8 2-7-5 1-2-4 3x4 = 2 3 F 2 T1 0-1 -10 0�-1 8 10 12 9 1 3 0-0.4 11 3x6 Scale = 1:29.2 3x6 a Plate Offsets (X, Y): [2:0-2-0,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.35 Vert(TL) n/a n/a 999 BCLL 0.0' Rep Stress Incr YES WB 0.00 Horiz(TL) 0.03 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 18 lb FT = 20% LUMBER 7) ' This truss has been designed for a live load of 20.Opsf TOP CHORD 2x4 DF No.2 G on the bottom chord in all areas where a rectangle BOT CHORD 2x4 DF No.2 G 3-06-00 tall by 2-00-00 wide will fit between the bottom BRACING chord and any other members. TOP CHORD Structural wood sheathing directly applied or Structurall woos. 8) A plate rating reduction of 20% has been applied for the 6tru0 green lumber members. BOT CHORD Rigid ceiling directly applied or 9-4-8 oc 9) Provide mechanical connection (by others) of truss to bracin bearing plate capable of withstanding 33 lb uplift at joint 1 and 33 lb uplift at joint 3. MiTek recommends that Stabilizers and 10) This truss is designed in accordance with the 2018 required cross bracing be installed during International Building Code section 2306.1 and truss erection, in accordance with Stabilizer referenced standard ANSI/TPI 1. Installation guide. 11) This truss has been designed for a moving concentrated REACTIONS (lb/size) 1=311/7-7-1, (min. 0-1-8), load of 6.01b dead located at all mid panels and at all 3=311/7-7-1, (min. 0-1-8) panel points along the Bottom Chord, nonconcurrent with Max Horiz 1=13 (LC 12) any other live loads. Max Uplift 1=-33 (LC 8), 3=-33 (LC 9) 12) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 LOAD CASE(S) Standard (Ib) or less except when shown. TOP CHORD 1-8=-978/597, 1-8=-958/602, 1-2=-769/473, 2-3=-769/475, 3-9=-958/601, 3-9=-978/597 BOT CHORD 1-10=-579/939, 1-10=-578/940, 1 - 11 =-435/768, 3-11=-435/768, 3-12=-566/940, 3-12=-567/939 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-0 to 3-1-0, Interior (1) 3-1-0 to 3-10-8, Exterior(2R) 3-10-8 to 6-10-8, Interior (1) 6-10-8 to 7-8-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply P1-PLAN 1 VT08 Valley 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:24:16 Page: 1 I D:xApKN 1 ingFOHg16d9tv9jyytUcc-5ej9roWJEKvxHOTleNydeuuGMudXjiwLMTdtbvysDKz 1- 10 1-1 13 0-0-4 \ NZ 19 5-9-8 4x6 = 4-7-5 '1 1-2-4 3x4 c 1.5x4 n 3x4, 5-9-8 11-7-1 5-9-8 5-9-8 Scale = 1:30.8 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.29 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.09 Horiz(TL) 0.00 4 n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix-MSH Weight: 30 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=108/11-7-1, (min. 0-1-8), 3=108/11-7-1, (min. 0-1-8), 4=735/11-7-1, (min. 0-1-8) Max Horiz 1=-21 (LC 17% Max Uplift 1=-26 (LC 12), 3=-29 (LC 13), 4=-52 (LC 8) Max Grav 1=139 (LC 25), 3=139 (LC 26), 4=735 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-262/461, 2-9=-148/507, 2-10=-149/507, 3-10=-154/458 BOT CHORD 1-12=-456/187, 4-12=-456/187, 4-13=-456/187, 3-13=-456/187 WEBS 2-4=-536/223 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-0 to 3-1-0, Interior (1) 3-1-0 to 5-10-8, Exterior(2R) 5-10-8 to 8-10-8, Interior (1) 8-10-8 to 11-8-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 26 lb uplift at joint 1, 29 lb uplift at joint 3 and 52 lb uplift at joint 4. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 10) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 1 VT09 Valley 1 1 Job Reference (optional) Builder FirstSource, M.BRITT 1-1 -10 1- 13 0-0-# Scale = 1:36.4 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:24:16 Page: 1 ID:xApKN1ingFOHg16d9tv9jyytUcc-5ej9roWJEKvxHOTleNydeuuF2ueCj XLMTdtbvysDKz 7-9-8 14-4-13 15-7-' 7-9-8 6-7-5 1-2-4 4x5 = 1.5x4 n 3 1.5x4 n 18 8 19 7 20 6 21 3x4 c 1.5x4 n 1.5x4 n 1.5x4 n 3x4 a 15-7-1 5 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.24 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.05 Horiz(TL) 0.00 8 n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix-MSH Weight: 45 lb FT = 20% LUMBER 3) Gable requires continuous bottom chord bearing. TOP CHORD 2x4 DF No.2 G 4) This truss has been designed for a 10.0 psf bottom BOT CHORD 2x4 DF No.2 G chord live load nonconcurrent with any other live loads. OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 OF 5) * This truss has been designed for a live load of 20.Opsf Stud G on the bottom chord in all areas where a rectangle BRACING 3-06-00 tall by 2-00-00 wide will fit between the bottom TOP CHORD Structural wood sheathing directly applied or wood chord and any other members. 6) A plate rating reduction of 20 /o has been applied for the 1 0-0 oc purlins. Preen lumber members. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 7) Provide mechanical connection (by others) of truss to racing. bearing plate capable of withstanding 100 lb uplift at joint MiTek recommends that Stabilizers and (s) 1, 5, 8, 6. required cross bracing be installed during 8) This truss is designed in accordance with the 2018 truss erection, in accordance with Stabilizer International Building Code section 2306.1 and Installation guide. referenced standard ANSI/TPI 1. REACTIONS All bearings 15-7-1. 9) This truss has been designed for a moving concentrated (lb) - Max Horiz 1=-29 (LC 17) load of 6.01b dead located at all mid panels and at all Max Uplift All uplift 100 (lb) or less at joint(s) Panel points along the Bottom Chord, nonconcurrent with 1, 5, 6, 8 any other live loads. Max Grav Aljoint l reactions 250 (lb) or less at at 10) This truss is designed for a creep factor of 3.01, which is (s7 except 6=482 (LC used to calculate the Vert(CT) deflection perANSI/TPI 1. 8=482 (LC 25) LOAD CASE(S) Standard FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-281/371, 13-14=-78/376, 2-14=-71/417, 2-3=-38/374, 3-4=-35/374, 4-15=-68/417, 15-16=-75/376, 5-16=-79/371 BOTCHORD 1-17=-61/261, 1-17=-60/262, 1-18=-364/103, 8-18=-364/103, 8-19=-364/103, 7-19=-364/103, 7-20=-364/103, 6-20=-364/103, 6-21=-364/103, 5-21=-364/103, 5-22=-62/262, 5-22=-63/261 WEBS 2-8=-316/128, 4-6=-316/128 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-0 to 3-1-0, Interior (1) 3-1-0 to 7-10-8, Exterior(2R) 7-10-8 to 10-10-8, Interior (1) 10-10-8 to 15-8-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Job Truss Truss Type Qty Ply P1-PLAN 1 VT10 Valley 1 1 Job Reference (optional) Builder FirstSource, M.BRITT 0 2-1 13 N 0-0-.1 Scale = 1:40.8 9-9-8 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:24:16 Page: 1 ID:xApKN1ingFOHg16d9tv9jyytUcc-5ej9roWJEKvxHOTleNydeuuFFue4j VLMTdtbvysDKz 4x5 = 8-7-5 3x4 n 3x4 a 1-2-4 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.25 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.06 Horiz(TL) 0.00 12 n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix-MSH Weight: 60 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 19-7-1. (lb) - Max Horiz 1=37 (LC 12) Max Uplift All uplift 100 (lb) or less at joint(s) 1, 7, 8, 9, 10, 11, 12 Max Grav All reactions 250 (lb) or less at joint (s) 1, 7, 9, 11 except 8=475 (LC 26), 10=367 (LC 1), 12=475 (LC 25) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-324/300, 2-17=-53/346, 2-18=-27/275, 3-18=-19/301, 3-4=-4/322, 4-5=-2/322, 5-19=-17/301, 6-19=-25/275, 6-20=-51/346, 7-20=-56/300 BOTCHORD 1-21=-65/302, 1-21=-64/303, 1-22=-294/78, 12-22=-294/78, 12-23=-294/78, 11 -23=-294/78, 11-24=-294/78, 10-24=-294/78, 10-25=-294/78, 9-25=-294/78, 9-26=-294/78, 8-26=-294/78, 8-27=-294/78, 7-27=-294/78, 7-28=-58/303, 7-28=-59/302 WEBS 4-10=-301/52, 2-12=-311/86, 6-8=-311/86 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-0 to 3-1-0, Interior (1) 3-1-0 to 9-10-8, Exterior(2R) 9-10-8 to 12-10-8, Interior (1) 12-10-8 to 19-8-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 1, 7, 10, 11, 12, 9, 8. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 1 VT11 Valley 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Aug 01 10:24:16 Page: 1 ID:xApKN1ingFOHg16d9tv9jyytUcc-5ej9roWJEKvxHOTleNydeuuFFue1j XLMTdtbvysDKz 11-9-8 224-13 3-7-1 11-9-8 10-7-5 1-2-4 4x5= 3 23 4 6 24 7 o � 2 ST 8 � 12 ST ST �25N N 3 r 22 ST ST36 26 ST 35 37 1 0-0-# 27 17 28 16 29 15 30 143 31 12 32 11 33 10 34 3x4 0 3x4 = 3x4 Scale = 1:45 Plate Offsets (X, Y): [13:0-1-12,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.26 Vert(TL) n/a n/a 999 BCLL 0.0' Rep Stress Incr YES WB 0.05 Horiz(TL) 0.00 17 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 78 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 23-7-1. (lb) - Max Horiz 1=45 (LC 16) Max Uplift All uplift 100 (lb) or less atjoint(s) 1, 9, 10, 11, 12, 15, 16, 17 Max Grav All reactions 250 (lb) or less at joint (s) 1, 9, 11, 12, 15, 16 except 10=482 (LC 26), 14=253 (LC 1), 17=482 (LC 25) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-350/252, 2-22=-44/298, 2-3=-18/255, 3-23=-3/255, 4-23=0/277, 4-5=0/269, 5-6=0/269, 6-24=0/277, 7-24=-2/255, 7-8=-16/255, 8-25=-41/298, 25-36=-43/255, 9-36=47/252 BOT CHORD 1-26=-67/327, 1-26=-66/328, 9-35=48/328, 35 37= 49/328 9 37= 50/327 WEBS 2-17=-316/87, 8-10=-316/86 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-0 to 3-1-0, Interior (1) 3-1-0 to 11-10-8, Exterior(2R) 11-10-8 to 14-10-8, Interior (1) 14-10-8 to 23-8-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 1, 9, 15, 16, 17, 12, 11, 10. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Cty Ply P1-PL-1X AA00 Common 1 1 Job Reference (optional) Builder FirstSource, M.BRITT M N Scale = 1:50.6 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:03:43 Page: 1 ID:G1 b6kecE_yZEFzKjm669OZyu2dL-84iOeba?hn21_L8tMgSnJfWjIEKZAf5gQWz?W2ytYuU -1-9-0 5-1-12 10-5-12 15-9-12 20-11-8 22-8-8 4 1-9-0 5-1-12 5-4-0 5-4-0 5-1-12 1-9-0 4x6= 2x4 n 2x4u 2x4n 2x4 n 2x4 n 2x4 n 5x6 0 3r2 2x4n 8 9 10 _ . 3x6= 3x10 n 1.5x4 n 1.5x4 n 1.5x4 n 3x6= 1.5x4 n 1.5x4 n 6x8= 6x8= 1.5x4 n 3x10 n 6-5-12 14-5-12 20-11-8 6-5-12 8-0-0 6-5-12 Plate Offsets (X, Y): [3:0-3-0,Edge], [15:0-3-0,Edge], [19:0-3-9,0-3-0], [26:0-3-9,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.35 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.83 Horz(CT) 0.01 22 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 102 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G *Except* T2:2x6 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING BOT CHORD 2-37=-704/753, 2-37=-396/446, 2-38=-1569/1742, 27-38=-998/1039, 27-39=-294/335, 2640=-1410/1437, 2540=-1178/1202, 25-41=-946/973, 2441=-624/735, 2442=-482/508, 2342=-228/254, 2244=-228/254, 2144=-482/508, 2145=-617/735, 2045=-946/973, 2046=-1178/1205, 1946=-1410/1437 18-47=-274/327 TOP CHORD Structural wood sheathing directly applied or 1848=-978/1020, 16-48=-1616/1724, 4-8-15 oc purlins. 16-49=-392/488, 16-49=-700/795 BOT CHORD Rigid ceiling directly applied or 4-10-2 oc WEBS 14-18=-1888/1768, 4-27=-1876/1770, racing. 14-19=-2217/2178, 4-26=-2214/2175 MiTek recommends that Stabilizers and NOTES required cross bracing be installed during 1) Unbalanced roof live loads have been considered for this truss erection, in accordance with Stabilizer design. Installation guide. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) REACTIONS All bearings 20-11-8. Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. (lb) - Max Horiz 2=48 (LC 39), 28=-48 (LC 39) 11; Exp C; Enclosed; MWFRS (envelope) exterior zone Max Uplift All uplift 100 (lb) or less atjoint(s) 1 (l) and C-C Exterior(2E) -1-9-7 to 1-1-4, Interior (1) 1-1-4 to 20, 21i except 2=-534 3, 24,28 10-5-12, Exterior(2R) 10-5-12 to 13-5-12, Interior (1) 31 1(=- (LC 32), (LC(LC 31), C 32),26 13-5-12 to 22-8-15 zone; cantilever left and right , 40), (LC 18=31), 172826=-(23 0), 1326 (31 exposed ; end vertical left and right exposed;C-C for 132328=-(4 30 2 -1731 30), members and forces & MWFRS for reactions shown; , (LC 37), 8 Lumber DOL=1.60 plate grip DOL=1.60 (LC 37) 3) Truss designed for wind loads in the plane of the truss Max Grav All reactions 250 (lb) or less at joint 0 lb) only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, (sl 2Q 20 22, 25 except 3, 24, 2 or consult qualified building designer as perANSI/TPI 1. =676280 49) 2=676 (LC 50), (LC 49), 2=676 (L 4) All plates are 2x4 MT20 unless otherwise indicated. 9), 19= (LC 49), 18= 889 (L 80 (LC 5) Gable requires continuous bottom chord bearing. 0 2 6) Gable studs spaced at 1-4-0 oc. (LC 50), 28=676 (LC 50), 32=676 (LC 50) 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 8) * This truss has been designed for a live load of 20.Opsf (lb) or less except when shown. on the bottom chord in all areas where a rectangle TOP CHORD 2-3=-1784/1779, 3-4=-1033/564, 3-06-00 tall by 2-00-00 wide will fit between the bottom 4-5=-1914/1935, 5-35=-1453/1499, chord and any other members. 6-35=-1087/1144, 6-7=-970/1012, 9) A plate rating reduction of 20% has been applied for the 7-8=-494/548, 10-11=-494/550, green lumber members. 11-12=-970/1011, 12-36=-1087/1141, 10) Provide mechanical connection (by others) of truss to 13-36=-1453/1496, 13-14=-1916/1929, bearing plate capable of withstanding 100 lb uplift atjoint 14-15=-1080/585, 15-16=-1784/1776 (s) 21, 20, 23, 24, 25 except Qt=lb) 2=533, 16=627, 19=1326,18=1727,26=1323,27=1731,2=533,16=627. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total drag load of 7300 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 20-11-8 for 348.3 plf. 14) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 15) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Cty Ply P1-PL-1X A1300 Common Supported Gable 1 1 Job Reference (optional) Builder FirstSource, KBRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:03:44 Page: 1 ID:DXyt67gJ4b971H8JsQoU U Wyu2jj-dGFPrxbdS4A9bVi3vOzOst2ukdgKv6ypeAiY2UytYuT i, 5-0-14 17-0-14 24-0-10 I, 27-8-14 35-6-0 L37-3-0 5-0-14 12-0-0 6-11-13 3-8-3 7-9-2 1 1-9-0 1 4x8= 2A n 2x4n 2A 2x4 n 4x8- 2x4n 2x4n 151617 2x4 n 7x8, 14 18 312 r 1 �8 1213 19 6�0 221° 6x8, 10 9 22 2x4n $ 23 2x4 n ro 5x6o 6 7 S S 1 1 S 1 1 S 1 S 1 S 24 25 2x4n 32a 4 5 S S g s 26 27 4x8, 3 171 S S S s S S s S g 240 0-6 0-0 x n s 9429 -2 133 3� 3 7253735274517550764977487847794650448143 682 483418440853986388W688358934903391329231 93 3x6n 3x10n 3x6= 6x8= 3x6n 3x6n 3x6= 7x8= 3x6= 7x8= 3x6n 3x6n 3x10n 6-4-14 14-5-1 L 26-4-14 35-6-0 L 6-4-14 8-0-3 11-11-13 9-1-2 Scale = 1:67.4 Plate Offsets (X, Y): [1:0-3-13,0-2-5], [13:0-4-0,Edge], [16:0-4-0,Edge], [22:0-4-0,0-2-8], [28:0-4-0,Edge], [34:0-3-9,0-3-8], [37:0-2-2,0-1-8], [45:0-2-7,0-1-8], [50:0-3-9,0-3-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.38 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.79 Horz(CT) 0.02 40 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 216 lb FT = 20% LUMBER Max Grav All reactions 250 (lb) or less at joint BOT CHORD 1-71 =-1 549/1607, 1-71 =-1 390/1448, TOP CHORD 2x6 DF No.2 G *Except* T4,T1:2x4 DF No.2 (s) 35, 38, 39, 40, 41, 44, 46, 47, 1-72=-1370/1428, 53-72=-1105/1162, G 48, 49, 52 except 1=712 (LC 50), 53-73=-1075/1133, 52-73=-938/995, BOT CHORD 2x4 DF No.2 G 29=645 (LC 49), 31=434 (LC 54), 52-74=-789/858, 51-74=-664/721, WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 32=339 (LC 39), 33=1593 (LC 49), 51-75=-527/581, 50-75=-280/447, Stud G 34=1512 (LC 50), 36=640 (LC 49), 50-76=-1533/1599, 49-76=-1396/1440, OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 42=319 (LC 50), 43=536 (LC 50), 49-77=-1259/1325, 48-77=-1120/1188, Stud G 50=1523 (LC 49), 51=1775 (LC 48-78=-984/1051, 47-78=-846/911, SLIDER Left 2x4 DF Stud or No.2 or Std G-- 1-11-14 48), 53=472 (LC 49), 61=712 (LC 47-79=-710/777, 46-79=-464/530, 50), 65=645 (LC 49) 4546=-436/502, 45-80=-299/365, BRACING TOP CHORD Structural wood sheathingdirect) applied or y pp FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 44-80=-270/337, 43-82=-1191/1233, 42-82=-863/905, 42-83=-535/577, 4-6-11 oc purl ire (lb) or less except when shown. TOP CHORD 1-2=-704/655, 2-3=-1342/1343, 41-83=-452/494, 41-84=-341/383, BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 3-4=-1118/1128, 4-5=-865/891, 40-84=-231/273, 39-86=-320/363, bracing, Except: 5-6=-1864/1872, 6-7=-1595/1619, 38-86=-460/502, 38-87=-597/639, 5-4-5 oc bracing: 1-53 7-10=-745/1336, 8-11=-461/1062, 37-87=-599/640, 36-37=-734/776, 5-1-10 oc bracing: 49-50 9-10=-744/788, 10-11=-466/514, 36-88=-892/940, 35-88=-1033/1077, 5-8-0 oc bracing: 48-49 12-13=-303/364, 13-14=-453/520, 35-89=-1170/1212, 34-89=-1307/1351, 5-9-12 oc bracing: 42-43 14-15=-589/681, 15-16=-697/776, 34-90=-257/295, 33-90=-394/436, 5-6-12 oc bracing: 34-35 16-17=-805/870, 17-18=-1019/1089, 33-91=-532/573, 32-91=-669/707, 4-7-6 oc bracing: 29-31. 18-19=-1279/1342, 19-69=-1419/1464, 32-92=-806/847, 31-92=-943/984, JOINTS 1 Brace at Jt(s): 55, 20-69=-1585/1638, 20-21=-1877/1923, 31-93=-1353/1379, 29-93=-1764/1805, 57 21-22=-2127/2165, 22-23=-1149/1197, 29-94=-452/544, 29-94=-633/726 REACTIONS All bearings 35-6-0. 23-24=-1384/1425, 24-25=-1611/1645, WEBS 43-60=-1411/1435, 59-60=-1383/1408, (lb) - Max Horiz 1=-94 (LC 39), 61=-94 (LC 39) 25-26=-793/815, 26-27=-1019/1011, 54-59=-1362/1391, 54-55=-1377/1399, Max Uplift All uplift at joint(s) 27-28=-1627/1645, 28-70=-1700/1715, 55-56=-1372/1397, 56-57=-1372/1396, 0, , 4 ,less 38, 39, 40, 41446, 47, 48, 49 29-70=-1852/1852 57-58=-1375/1400, 22-58=-1471/1498, except 1 =-677 (LC 31),29=-597 42-54=-297/218,21-58=-289/256, (LC 32), 31=-200 (LC 39), 32=-378 22-36=-636/598, 24-34=-265/237, (LC 50), 33=-1532 (LC 40), 25-33=-1580/1553, 26-32=-315/359, 34=-1489 (LC 39), 35=-195 (LC 27-31=-349/198, 5-51 =-1 763/1722, 40), 36=-587 (LC 40), 42=-188 (LC 3-53=410/368, 25-34=-2064/2063, 5-50=-2038/2054 37), 43--456 (LC 29), 50--1512 (LC 30), 51=-1706 (LC 37), 52=-193 (LC 29), 53=-422 (LC 38), 61=-677 (LC 31), 65=-597 (LC 32) NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-8-14, Interior (1) 3-8-14 to 17-0-14, Exterior(2R) 17-0-14 to 20-7-7, Interior (1) 20-7-7 to 37-3-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Continued on page 2 Job Truss Truss Type Cty Ply P1-PL-1X A1300 Common Supported Gable 1 1 Job Reference (optional) Builder FirstSource, M.BRITT 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 41, 40, 39, 38, 44, 46, 47, 48, 49 except (jt=lb) 1=676, 29=597, 43=456, 42=188, 36=586, 35=194, 34=1488, 33=1531, 32=377, 31=200, 50=1512, 51=1705, 52=192, 53=421, 1=676, 29=597. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total drag load of 7300 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 35-6-0 for 205.6 plf. 14) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 15) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:03:44 Page: 2 ID:DXyt67gJ4b971H8JsQoU U Wyu7j-dGFPrxbdS4A9bVi3vOzOst2ukdgKv6ypeAiY2UytYuT Job Truss Truss Type Cty Ply P1-PL-1X AB01 Common 5 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:03:46 Page: 1 I D:xrJ4j924GwvTrQMiwUQgSlyu2pi-ZfN9Gdct_iQtrpsS1 p?UXl86tRERN_G66U Bf7MytYu R I- � 0-8-� Camber = 5/16 in Scale = 1:67.4 8-8-3 14-10-4 17-0-14 25-8-13 35-6-0 �37-3-0 i' 8-8-3 6-2-0 2-2-10 8-7-15 9-9-3 1-9-0 5x8= 1.5x4n 5 3 �2 3x4 3 3x4 - 23 2 i 25 3x4-- 6 3x6-- 7 26 8 %-3-Et: 28 15 29 14 30 12 11 31 10 32 1.5x4# 3x6= 3x6= 3x6= 1.5x4�, 4x6n 313 3x10= 14-10-4 7-6-6 14-9-4 21-3-12 27-10-4 350 7-6-6 7-2-14 6-5-9 6-6-8 7-7-1-6-2 0-1-0 Plate Offsets (X, Y): [1:0-3-9,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.14 10-22 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.44 10-22 >564 180 BCLL 0.0' Rep Stress Incr YES WB 0.93 Horz(CT) 0.05 1 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 149 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G SLIDER Left 2x4 DF Stud or No.2 or Std G-- 1-11-14 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc racing. 3) MiTek recommends that Stabilizers and required cross bracing be installed during 4) truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=386/0-5-8, (min. 0-1-8), 5) 8=813/0-5-8, (min. 0-1-8), 13=1833/0-5-8, (min. 0-1-15) 6) Max Horiz 1=-96 (LC 13) Max Uplift 1=-94 (LC 8), 8=-175 (LC 9), 13=-102 (LC 9) 7) Max Grav 1=475 (LC 25), 8=818 (LC 26), 13=1833 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 8) (lb) or less except when shown. TOP CHORD 1-2=-263/31, 2-23=-717/194, 3-23=-672/215, 3-24=-9/746, 4-24=0/837, 4-5=0/822, 5-25=-362/167, 6-25=-446/152, 9) 6-7=-1503/279, 7-26=-1618/259, 8-26=-1632/244 L NOTES O Unbalanced roof live loads have been considered for this design. Wind: ASCE 7-16; VuIt=11Omph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-6-10, Interior (1) 3-6-10 to 17-0-14, Exterior(2R) 17-0-14 to 20-7-7, Interior (1) 20-7-7 to 37-3-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. A plate rating reduction of 20% has been applied for the green lumber members. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint 1, 102 lb uplift at joint 13 and 175 lb uplift at joint 8. This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. AD CASE(S) Standard Job Truss Truss Type Cty Ply P1-PL-1X AB02 Common 3 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:03:46 Page: 1 ID:CgNAp_SrgAxgAX?ZOXaUndyu2t2-ZfN9Gdct_iQtrpsS1 p?Uxl8BjRlkNO866UBf7MytYuR 8-9-4 [ 14-8-4 17-0-14 22 4-7 28-0-4 35-6-0 137-3-0 8-9-4 5-11-1 5-3-9 5-7-13 7-5-12 1-9-0 [ 5-0-0 [ 6x8= 312 3x10% 4 3x10o 28 3 29 3x4 % 5 3x6-- 2 3x4, "V 6 7 u a 3x4= 27 6 12= W 131 W 30 0-8- 408 uz 18 32 17 33 16 15 34 13 35 36 37 12 11 38 10 39 14 1.5x4o 3x4= 3x6= 6x8= 3x4n 3x4u 1.5x4n 4x6n 4x5= 3x6= 5x8= 4x6= 14-9-4 5-11-12 11-6-5 [ 14-84 It 17-0-14 22-4-7 28-0-4 [ 35-6-0 [ 5-11-12 5-6-9 3-2-0 5-3-9 5-7-13 7%-12 0-0-15 Camber = 3/8 in 2-3-10 Scale = 1:67.9 a1 k Plate Offsets (X, Y): [1:0-2-11,0-3-2], [5:0-2-8,0-1-8], [12:0-24,0-2-0], [13:Edge, 0-3-0], [19:0-4-12,0-2-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.16 10-12 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.52 10-12 >479 180 BCLL 0.0' Rep Stress Incr YES WB 0.81 Horz(CT) 0.05 8 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 173 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G `Except' W8:2x6 DF No.2 G SLIDER Left 2x4 DF Stud or No.2 or Std G-- 1-11-14 BRACING WEBS 13-19=0/321, 4-19=-1309/159, 2-17=0/376, 2-16=-763/185, 6-10=0/275, 5-19=-2630/320, 3-14=-275/517, 3-16=-90/716, 3-19=-1422/237, 14-19=-2577/215, 5-12=0/421, 6-12=-1150/197 NOTES 1) Unbalanced roof live loads have been considered for this d TOP CHORD Structural wood sheathing directly applied or 2) eslgn. Wind: ASCE 7-16; VuIt=110mph (3-second gust) BOT CHORD 3-11-4 oc purlins. Rigid ceiling directly applied or 6-0-0 oc Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. bracing. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone WEBS 1 Row at mid t 5-19 and C-C Exterior(2E) 0-0-0 to 3-6-10, Interior (1) 3-6-10 to 17-0-14, Exterior(2R) 17-0-14 to 20-7-7, Interior (1) MiTek recommends that Stabilizers and 20-7-7 to 37-3-7 zone; cantilever left and right exposed ; required cross bracing be installed during end vertical left and right exposed;C-C for members and truss erection, in accordance with Stabilizer forces & MWFRS for reactions shown; Lumber Installation guide. DOL=1.60 plate grip DOL=1.60 REACTIONS (lb/size) 1=368/0-5-8, (min. 0-1-8), 3) 80.01bAC unit load placed on the bottom chord, 19-8-10 8=834/0-5-8, (min. 0-1-8), from left end, supported at two points, 3-0-0 apart. 14=1911/0-5-8, (min. 0-2-1) 4) This truss has been designed for a 10.0 psf bottom Max Horiz 1=-96 (LC 13) chord live load nonconcurrent with any other live loads. ' =-94 Max Uplift 1 =-94 (LC 12), 8=-129 (LC 13), ( 5) This truss has been designed for a live load of 20.Opsf 1(LC 8) on the bottom chord in all areas where a rectangle Max Grav 14=- 3 ( 25), 8=834 (LC 1), 3-06-00 tall by 2-00-00 wide will fit between the bottom 1=443 (LC 1)LC chord and any other members. 6) A plate rating reduction of 20% has been applied for the FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 green lumber members. (lb) or less except when shown. 7) Provide mechanical connection (by others) of truss to TOP CHORD 1-27=-695/177, 2-27=-633/198, 2-28=0/479, bearing plate capable of withstanding 94 lb uplift at joint 3-28=0/515, 3-4=-159/2234, 4-29=-152/2090, 1, 129 lb uplift at joint 8 and 37 lb uplift at joint 14. 5-29=-164/2032, 5-6=-786/135, 8) This truss is designed in accordance with the 2018 6-7=-1806/269, 7-30=-1856/255, International Building Code section 2306.1 and 8-30=-1890/245 referenced standard ANSI/TPI 1. BOT CHORD 1-31=-366/1101, 1-31=-366/1101, 9) This truss has been designed for a moving concentrated 1-18=-366/1101, 18-32=-187/614, load of 6.01b dead located at all mid panels and at all 17-32=-187/614, 17-33=-211/418, panel points along the Bottom Chord, nonconcurrent with 16-33=-211/418, 15-16=-832/115, any other live loads. 14-15=-832/115, 14-34=-10/671, 10) This truss is designed for a creep factor of 3.01, which is 13-34=-10/671, 13-35=-8/711, 35-36=-8/711, used to calculate the Vert(CT) deflection perANSI/TPI 1. 36-37=-8/711, 12-37=-8/711, LOAD CASE(S) Standard 11-12=-195/1800, 11-38=-195/1800, 10-38=-195/1800, 10-39=-195/1800, 8-39=-195/1800, 8-40=-58/604, 8-40=-58/604 Job Truss Truss Type Cty Ply P1-PL-1X AB03 Common 2 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:03:46 Page: 1 ID:XmXyuM9TC6vbEwFwAwRNNHyu3DN-ZfN9Gdct_iQtrpsS1 p?UXl89hRJHN?C66UBf7MytYuR 1-1-9-0 7-9-4 13-8-4 16-0-14 [ 21-4-7 27-0-4 34-6-0 I36-3-0 7-9-4 5-11-1 1 2-4-9 5-3-9 5-7-13 7-5-12� 11 5-0-0 7x8n 3�2 3x10 c 3x10o 4 3 3x4n 3x4-- 3 3x4-- Y 4x5= W 8 6 2= W 1 1 0-11-0 4 El 19 33 18 34 17 16 35 14 36 37 38 13 12 39 11 40 15 15 1.5x4. 3x4= 3x4= 6x8= 3x4n 3x4n 5x8= 1.5x4n 3x10u 3x6= 4x8= 13-9-4 4-11-12 [ 10-6-5 1 13-8-4 L 16-0-14 21 4-7 27-0-4 1'34-6-0 4-11-12 5-6-9 3-2-0 5-3-9 5-7-13 7-5-12 0-0-15 2-3-10 Camber = 3/8 in Scale = 1:68.7 -' I - Plate Offsets (X, Y): [2:0-2-0,0-2-4], [6:0-2-8,0-1-8], [9:0-2-10,Edge], [13:0-2-12,0-2-0], [14:Edge,0-3-0], [20:0-4-4,0-2-8] Loading (psf) Spacing 2-2-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.17 11-13 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.56 11-13 >444 180 BCLL 0.0* Rep Stress Incr NO WB 0.87 Horz(CT) 0.05 9 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 174 lb FT = 20% LUMBER WEBS 14-20=0/348, 5-20=-1415/179, 6-13=0/453, TOP CHORD 2x4 DF No.2 G *Except* T1:2x4 DF 1800F 3-18=0/344, 3-17=-719/172, 7-13=-1247/213, 1.6E G or 2x4 DF No.1 &Btr G 7-11=0/298, 6-20=-2837/357, 4-15=-289/558, BOT CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G 4-17=-79/713, 4-20=-1534/261, WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 15-20=-2785/248 Stud G *Except* W9:2x6 DF No.2 G NOTES SLIDER Left 2x6 DF No.2 G-- 1-11-14 1) Unbalanced roof live loads have been considered for this BRACING design. TOP CHORD 2-0-0 oc purlins (3-8-0 max.) 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) (Switched from sheeted: Spacing > 2-0-0). Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 11; Exp C; Enclosed; MWFRS (envelope) exterior zone bracing. and C-C Exterior(2E) -1-9-7 to 1-7-15, Interior (1) 1-7-15 WEBS 1 Row at midpt 6-20 to 16-0-14, Exterior(2R) 16-0-14 to 19-6-4, Interior (1) JOINTS 1 Brace at Jt(s): 5, 19-6-4 to 36-3-7 zone; cantilever left and right exposed ; 20 end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber REACTIONS (lb/size) 2=466/0-5-8, (min. 0-1-8), DOL=1.60 plate grip DOL=1.60 9=895/0-5-8, (min. 0-1-8), 3) 80.01bAC unit load placed on the bottom chord, 18-8-10 15=2047/0-5-8, (min. 0-2-3) from left end, supported at two points, 3-0-0 apart. Max Horiz 2=-102 (LC 13) 4) This truss has been designed for a 10.0 psf bottom Max Uplift 2=-156 (LC 8), 9=-178 (LC 9), chord live load nonconcurrent with any other live loads. 15=-41 (LC 8) 5) * This truss has been designed for a live load of 20.Opsf Max Grav 2=553 (LC 25), 9=918 (LC 26), on the bottom chord in all areas where a rectangle 15=2047 (LC 1) 3-06-00 tall by 2-00-00 wide will fit between the bottom FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 chord and any other members. (lb) or less except when shown. 6) A plate rating reduction of 20% has been applied for the TOP CHORD 2-28=-500/290, 3-28=-437/168, 3-29=0/542, green lumber members. 4-29=0/582, 4-5=-184/2436, 5-30=-173/2284, 7) Provide mechanical connection (by others) of truss to 6-30=-185/2222, 6-7=-836/150, bearing plate capable of withstanding 156 lb uplift at joint 7-8=-1942/295, 8-31=-2033/280, 2, 41 lb uplift atjoint 15 and 178lb uplift atjoint 9. 9-31=-2044/267 8) This truss is designed in accordance with the 2018 BOT CHORD 2-32=-237/579, 2-32=-237/579, International Building Code section 2306.1 and 2-19=-237/579, 19-33=-154/424, referenced standard ANSI/TPI 1. 18-33=-154/424, 18-34=-274/291, 9) This truss has been designed for a moving concentrated 17-34=-274/291, 16-17=-928/147, load of 6.01b dead located at all mid panels and at all 15-16=-928/147, 15-35=-14/713, panel points along the Bottom Chord, nonconcurrent with 14-35=-14/713, 14-36=-13/755, any other live loads. 36-37=-13/755, 37-38=-13/755, 10) Graphical purlin representation does not depict the size 13-38=-13/755, 12-13=-215/1936, or the orientation of the purlin along the top and/or 12-39=-215/1936, 11-39=-215/1936, bottom chord. 11-40=-215/1936, 9-40=-215/1936, 11) This truss is designed for a creep factor of 3.01, which is 9-41=-64/650, 9-41=-64/650 used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Cty Ply P1-PL-1X AB04 Common 1 1 Job Reference (optional) Builder FirstSource, KBRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:03:47 Page: 1 ID:h W2f0YDn8c0AoM81 R0p20oyu20M-1 rxXUzdVI?YkSzRebW WjUVgGXrdv6YYFL8xCfpytYuQ 1 -1-9-0 1 7-8-3 1 16-0-14 1 24-8-13 1 34-6-0 36-3-0 7-8-3 8-4-10 8-7-15 9-9-3 1-9-0 4x12= 3 �2 4 19 3x4 , 3 20 3x4, 5 3x6-- v '6 1 0-11-01 18 2 6 21 257 22 13 12 8x12, 11 4x5= 3x6= 23 10 9 24 3x10= 3x4= 1.5x4n 3x6, 7-8-3 16-0-14 L 24-8-13 34-6-0 L 723 8-4-10 8-7-15 9-9-3 Camber = 7/16 in Scale = 1:68.7 Plate Offsets (X, Y): [7:0-5-1,0-1-8], [14:0-3-0,0-2-4] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.17 9-17 >702 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.62 9-17 >191 180 BCLL 0.0' Rep Stress Incr YES WB 0.48 Horz(CT) 0.02 11 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 148 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at mid t 3-11, 5-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 20-11-8. except 14=2-2-8 (lb) - Max Horiz 14=-83 (LC 17) Max Uplift All uplift 100 (lb) or less at joint(s) 7, 15 except 9=-135 (LC 13), 11=-142 (LC 8), 14=-139 (LC 8) Max Grav All reactions 250 (lb) or less at joint (s) except 7=459 (LC 26), 9=771 (LC 26), 11=1296 (LC 1), 14=653 (LC 1), 15=459 (LC 26) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-853/121, 3-18=-741/149, 3-19=-58/444, 4-19=-38/506, 4-20=-23/492, 5-20=-45/418, 2-14=-604/204 BOT CHORD 14-22=-98/282, 13-22=-98/282, 12-13=-126/772, 11-12=-126/772 WEBS 3-13=0/254, 3-11=-1257/244, 4-11=-722/166, 5-11=-399/106, 5-9=-582/197, 2-13=-75/506 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-9-7 to 2-7-15, Interior (1) 2-7-15 to 17-0-14, Exterior(2R) 17-0-14 to 20-6-4, Interior (1) 20-64 to 37-3-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 7, 7 except Qt=lb) 14=139, 11=141, 9=134. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Cty Ply P1-PL-1X AB05 Common 7 1 Job Reference (optional) Builder FirstSource, M.BRITT Camber = 5/8 in Scale = 1:66.6 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:03:47 Page: 1 I D:JGoLTXU WoFH?ahCki088nWyu2K9-1 rxXUzdVI?YkSzRebW WjUVgKbrdz6QPFL8xCfpytYuQ 1-9-0 7-3 4 14-3-14 20-0-0 26-6-14 32-9-0 34-6-0 1-9-0 7-3-4 7-0-10 5-8-2 6-6-14 6-2-2 1-9-0 4x8= 112 4 3x4n �V 6x8= 4x6= 3x4= 5x8= 3x6= �v i, 7-3 4 i, 13-2-4 20-0-0 26-6-14 32-9-0 7-3-4 5-11-0 6-9-12 6-6-14 6-2-2 4x8= -! . — Plate Offsets (X, Y): [2:0-2-13,0-3-8], [11:0-3-12,0-3-0], [14:0-3-9,0-2-4] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.29 10-11 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.93 10-11 >419 180 BCLL 0.0* Rep Stress Incr YES WB 1.00 Horz(CT) 0.16 8 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 151 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G *Except* T1:2x4 DF 1800F 1.6E G or 2x4 DF No. 1&Btr G BOT CHORD 2x4 DF No.2 G *Except* B2:2x4 DF 1800F 1.6E G or 2x4 DF No.1 &Btr G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-11-9 to 4-2-14, Interior (1) 4-2-14 to 17-0-14, Exterior(2R) 17-0-14 to 20-4-2, Interior (1) 20-4-2 to 37-3-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 TOP CHORD Structural wood sheathing directly applied or 3) This truss has been designed for a 10.0 psf bottom 2-2-0 oc purlins, except end verticals. chord live load nonconcurrent with any other live loads. BOT CHORD Rigid ceiling directly applied or 9-3-9 oc 4) * This truss has been designed for a live load of 20.Opsf racing. on the bottom chord in all areas where a rectangle MiTek recommends that Stabilizers and 3-06-00 tall by 2-00-00 wide will fit between the bottom required cross bracing be installed during chord and any other members. truss erection, in accordance with Stabilizer 5) A plate rating reduction of 20% has been applied for the Installation guide. green lumber members. 6) Provide mechanical connection (by others) of truss to REACTIONS -1-9), (lb/size) 8=1458/0-5-8, (min. 0-1-9), ( bearing plate capable of withstanding 190 lb uplift at joint 1=1458/0-5-8, (min. 15 and 213 lb uplift at joint 8. Max Horiz 15=-84 (LC 17) 7) This truss is designed in accordance with the 2018 Max Uplift 8=-213 (LC 9), 15=-190 (LC 8) International Building Code section 2306.1 and FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 referenced standard ANSI/TPI 1. (lb) or less except when shown. 8) This truss has been designed for a moving concentrated TOP CHORD 2-19=-2795/391, 3-19=-2736/417, load of 6.01b dead located at all mid panels and at all 3-20=-2508/390, 4-20=-2444/403, panel points along the Bottom Chord, nonconcurrent with 4-21=-3378/558, 5-21=-3430/537, any other live loads. 5-6=-4435/649, 6-7=-4442/623, 9) This truss is designed for a creep factor of 3.01, which is 7-22=4420/594, 8-22=4428/573, used to calculate the Vert(CT) deflection perANSI/TPI 1. 2-15=-1410/313 LOAD CASE(S) Standard BOT CHORD 13-14=-298/2654, 12-13=-298/2654, 12-24=-228/2314, 11-24=-228/2314, 11 -25=-381/3293, 10-25=-381 /3293, 10-26=-522/4261,8-26=-522/4261, 8-27=-153/1327, 8-27=-153/1327 WEBS 2-14=-329/2464, 3-14=-296/111, 3-12=-448/150, 4-12=-16/314, 4-11=-219/1263, 5-11=-693/197, 5-10=-198/1090, 7-10=-402/136 NOTES 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Cty Ply P1-PL-1X AB06 Common 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Camber = 5/8 in Scale = 1:64 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:03:47 Page: 1 I D:5A82ZSJgwdZTiyeCV 19GIVyturY-1 rxXUzdVI?YkSzRebW WjUVgKbrZM6YNFL8xCfpytYuQ 7-3-4 14-3-14 20-0-0 26-6-14 32-9-0 34-6-0 7-3-4 7-0-10 5-8-2 6-6-14 6-2-2 1-9-0 4x8= R 12 3 3x4n 5x8= 4x6= 3x4= 7x8= 3x6= V 7-3-4 13-2-4 20-0-0 26-6-14 32-9-0 7-3-4 5-11-0 6-9-12 6-6-14 6-2-2 4x8= c� w+ia Plate Offsets (X, Y): [13:0-3-9,0-2-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.29 9-10 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.94 9-10 >415 180 BCLL 0.0* Rep Stress Incr YES WB 0.49 Horz(CT) 0.17 7 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 149 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G *Except* W2:2x4 DF 180OF 1.6E G or 2x4 DF No. 1&Btr G BRACING 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 2-10-13 to 6-2-1, Interior (1) 6-2-1 to 17-0-14, Exterior(2R) 17-0-14 to 20-4-2, Interior (1) 20-4-2 to 37-3-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber TOP CHORD Structural wood sheathing directly applied or DOL=1.60 plate grip DOL=1.60 2-2-0 oc purlins, except end verticals. 3) This truss has been designed for a 10.0 psf bottom BOT CHORD Rigid ceiling directly applied or 6-0-0 oc chord live load nonconcurrent with any other live loads. racing. 4) * This truss has been designed for a live load of 20.Opsf MiTek recommends that Stabilizers and on the bottom chord in all areas where a rectangle required cross bracing be installed during 3-06-00 tall by 2-00-00 wide will fit between the bottom truss erection, in accordance with Stabilizer chord and any other members. Installation guide. 5) A plate rating reduction of 20% has been applied for the REACTIONS (lb/size) 7=1461/0-5-8, (min. 0-1-9), green lumber members. 6) Provide mechanical connection (by others) of truss to 14=1333/0-5-8, (min. 0-1-8) bearing plate capable of withstanding 248 lb uplift at joint Max Horiz 14=-92 (LC 17) 14 and 369 lb uplift at joint 7. Max Uplift 7=-369 (LC 32), 14=-248 (LC 29) 7) This truss is designed in accordance with the 2018 FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 International Building Code section 2306.1 and (lb) or less except when shown. referenced standard ANSI/TPI 1. TOP CHORD 1-18=-2839/706, 2-18=-2785/531, 8) This truss has been designed for a moving concentrated 2-19=-2526/533, 3-19=-2461/471, load of 6.01b dead located at all mid panels and at all 3-20=-3337/668, 4-20=-3389/754, panel points along the Bottom Chord, nonconcurrent with 4-5=-4448/1000, 5-6=-4459/1018, any other live loads. 6-21=4437/1119, 7-21=-4446/1129, 9) This truss has been designed for a total drag load of 1-14=-1276/326 1000 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) BOT CHORD 14-22=-137/264, 13-22=-255/377, Connect truss to resist drag loads along bottom chord 12-13=-390/2703, 12-23=-313/2703, from 0-0-0 to 32-9-0 for 30.5 plf. 11-23=-399/2703, 11-24=-338/2328, 10) This truss is designed for a creep factor of 3.01, which is 10-24=-443/2328, 10-25=-599/3305, used to calculate the Vert(CT) deflection perANSI/TPI 1. 9-25=-787/3305, 9-26=-902/4277, LOAD CASE(S) Standard 7-26=-1026/4277, 7-27=-271/1329, 7-27=-298/1329 WEBS 2-13=-304/159, 1-13=-627/2526, 2-11=-482/228, 3-11=-52/314, 4-10=-686/196, 3-10=-207/1214, 6-9=-401/141, 4-9=-214/1095 NOTES 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Qty Ply P1-PL-1X AB07 Common 4 1 Job Reference (optional) Builder FirstSource, M.BRITT Camber = 5/8 in Scale = 1:64 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:03:48 Page: 1 ID:5A82ZSJgwdZTiyeCV19GIVyturY-V2VvhJe7WJgb460r8E1y0jDVKEvbr?dPZngmBFytYuP 7-3-4 14-3-14 20-0-0 26-6-14 32-9-0 34-6-0 7-3-4 7-0-10 5-8-2 6-6-14 6-2-2 1-9-0 4x8= R 12 3 3x4n 5x8= 4x6= 3x4= 7x8= 3x6= V 7-3-4 13-2-4 20-0-0 26-6-14 32-9-0 7-3-4 5-11-0 6-9-12 6-6-14 6-2-2 4x8= c� w+ia Plate Offsets (X, Y): [13:0-3-9,0-2-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.29 9-10 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.94 9-10 >415 180 BCLL 0.0* Rep Stress Incr YES WB 0.49 Horz(CT) 0.17 7 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 149 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G *Except* W2:2x4 DF 1800F 1.6E G or 2x4 DF No. 1&Btr G BRACING 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 2-10-13 to 6-2-1, Interior (1) 6-2-1 to 17-0-14, Exterior(2R) 17-0-14 to 20-4-2, Interior (1) 20-4-2 to 37-3-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber TOP CHORD Structural wood sheathing directly applied or DOL=1.60 plate grip DOL=1.60 2-2-0 oc purlins, except end verticals. 3) This truss has been designed for a 10.0 psf bottom BOT CHORD Rigid ceiling directly applied or 10-0-0 oc chord live load nonconcurrent with any other live loads. bracing, Except: 4) * This truss has been designed for a live load of 20.Opsf 8-7-7 oc bracing: 7-9. on the bottom chord in all areas where a rectangle MiTek recommends that Stabilizers and 3-06-00 tall by 2-00-00 wide will fit between the bottom required cross bracing be installed during chord and any other members. truss erection, in accordance with Stabilizer 5) A plate rating reduction of 20% has been applied for the Installation guide. green lumber members. 6) Provide mechanical connection (by others) of truss to REACTIONS -1-9), (lb/size) 7=1461/0-5-8, (min. 0-1-9), ( bearing plate capable of withstanding 125 lb uplift at joint 1=1461/0-5-8, (min. 14 and 213 lb uplift at joint 7. Max Horiz 14=-92 (LC 17) 7) This truss is designed in accordance with the 2018 Max Uplift 7=-213 (LC 9), 14=-125 (LC 8) International Building Code section 2306.1 and FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 referenced standard ANSI/TPI 1. (lb) or less except when shown. 8) This truss has been designed for a moving concentrated TOP CHORD 1-18=-2839/409, 2-18=-2785/426, load of 6.01b dead located at all mid panels and at all 2-19=-2526/392, 3-19=-2461/418, panel points along the Bottom Chord, nonconcurrent with 3-20=-3337/560, 4-20=-3389/539, any other live loads. 4-5=-4448/660, 5-6=-4459/634, 9) This truss is designed for a creep factor of 3.01, which is 6-21=-4437/605, 7-21=-4446/584, used to calculate the Vert(CT) deflection perANSI/TPI 1. 1-14=-1276/226 LOAD CASE(S) Standard BOT CHORD 12-13=-313/2703, 12-23=-313/2703, 11-23=-313/2703, 11-24=-239/2328, 10-24=-239/2328, 10-25=-395/3305, 9-25=-395/3305, 9-26=-532/4277, 7-26=-532/4277, 7-27=-156/1329, 7-27=-156/1329 WEBS 2-13=-304/114, 1-13=-340/2526, 2-11=-482/155, 3-11=-20/314, 4-10=-686/193, 3-10=-206/1214, 6-9=-401/136, 4-9=-194/1095 NOTES 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Qty Ply P1-PL-1X AB08 Common 1 1 Job Reference (optional) Builder FirstSource, M.BRITT J 1 1 Camber = 3/16 in Scale = 1:64 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:03:48 Page: 1 ID:xVj M01 uUFSJknVVpsiZWSytupK-V2VvhJe7WJgb460r8E1 yOjDXbE1 Pr_OPZngmBFytYuP 7-3-4 14-3-14 20-0-0 26-6-14 32-9-0 34-6-0 7-3-4 7-0-10 5-8-2 6-6-14 6-2-2 1-9-0 �1-2 4x8= 3 oxv 11 4x8= 3x6= 3x4= 5x6= 3x6= 3x4= 7-3-4 13-2-4 20-0-0 26-6-14 32-9-0 7-3-4 5-11-0 6-9-12 6-6-14 6-2-2 c� w+ia Plate Offsets (X, Y): [1:0-2-12,0-1-8], [7:0-2-2,Edge], [10:0-3-0,0-3-0], [13:0-3-9,0-2-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.09 11-13 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.30 10-11 >999 180 BCLL 0.0* Rep Stress Incr NO WB 0.57 Horz(CT) 0.07 9 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 149 lb FT = 20% LUMBER TOP CHORD 2x4 DF N0.2 G *Except* T1:2x4 DF 1800F 1.6E G or 2x4 DF No.1 &Btr G BOT CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G *Except* W2:2x4 DF 1800F 1.6E G or 2x4 DF No. 1&Btr G BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at mid t 4-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 6-3-15. except 14=0-5-8 (lb) - Max Horiz 14=-92 (LC 17) Max Uplift All uplift 100 (lb) or less at joint(s) except 7=-163 (LC 32), 9=-255 (LC 32), 14=-260 (LC 29), 15=-163 (LC 32) Max Grav All reactions 250 (lb) or less at joint (s) except 7=286 (LC 54), 9=1485 (LC 1), 14=1052 (LC 1), 15=286 (LC 54) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-2124/666, 2-18=-2070/491, 2-19=-1660/485, 3-19=-1594/371, 3-20=-1580/384, 4-20=-1631/405, 4-5=-102/343, 5-6=-102/251, 6-21=-289/437, 7-21=-302/440, 1-14=-997/310 BOT CHORD 14-22=-136/258, 13-22=-254/372, 12-13=-352/2010, 12-23=-261/2010, 11-23=-262/2010, 11-24=-163/1468, 10-24=-272/1468, 10-25=-247/1531, 9-25=-435/1531, 9-26=-313/207, 7-26=448/346 WEBS 1-13=-589/1842, 2-11=-587/241, 3-11=-59/376, 6-9=457/142, 4-9=-2022/505 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 2-10-13 to 6-2-1, Interior (1) 6-2-1 to 17-0-14, Exterior(2R) 17-0-14 to 20-4-2, Interior (1) 20-4-2 to 37-3-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 259 lb uplift at joint 14, 162 lb uplift at joint 7, 255 lb uplift at joint 9 and 162 lb uplift at joint 7. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) This truss has been designed for a total drag load of 1000 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 32-9-0 for 30.5 plf. 10) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply P1-PL-1X AB09 Common 2 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:03:48 Page: 1 ID:DOOD7cP99mbj69mmH?dXUytuVT-V2VvhJe7WJgb460r8E1 y0jDX2E_4nvUPZngmBFytYuP 7-3-4 7-0-10 5-8-2 6-6-14 21 0-2 119-0 q 4x8= 112 3 M 4 1 -4 3x4n `v 4x8= 3x6= 7-34 13-2-4 7-3-4 5-11-0 Camber = 5/16 in Scale = 1:57.2 3x4= 6x8= 20-0-0 6-9-12 26-6-14 6-6-14 B 4x12= 1.5x4n 29-5-0 2-10-2 Plate Offsets (X, Y): [7:0-3-5,0-1-8], [10:0-3-12,0-2-0], [14:0-3-9,0-2-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.12 12-14 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.41 11-12 >856 180 BCLL 0.0* Rep Stress Incr YES WB 0.82 Horz(CT) 0.10 9 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 144 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G *Except* W2:2x4 DF 1800F 1.6E G or 2x4 DF No. 1&Btr G BRACING 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 2-10-13 to 5-10-13, Interior (1) 5-10-13 to 17-0-14, Exterior(2R) 17-0-14 to 20-0-14, Interior (1) 20-0-14 to 33-11-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; TOP CHORD Structural wood sheathing directly applied or Lumber DOL=1.60 plate grip DOL=1.60 3-1-8 oc purlins, except end verticals. 3) This truss has been designed for a 10.0 psf bottom BOT CHORD Rigid ceiling directly applied or 10-0-0 oc chord live load nonconcurrent with any other live loads. bracing, Except: 4) * This truss has been designed for a live load of 20.Opsf 6-0-0 oc bracing: 9-10. on the bottom chord in all areas where a rectangle MiTek recommends that Stabilizers and 3-06-00 tall by 2-00-00 wide will fit between the bottom required cross bracing be installed during chord and any other members. truss erection, in accordance with Stabilizer 5) A plate rating reduction of 20% has been applied for the Installation guide. green lumber members. REACTIONS -1-8), (lb/size) 9=1330/0-5-8, (min. 0-1-8), 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 122 Ib uplift atjoint 1=1330/0-5-8, (min. 15 and 192 lb uplift at joint 9. Max Horiz 15=48 (LC 13) 7) This truss is designed in accordance with the 2018 Max Uplift 9=-192 (LC 9), 15=-122 (LC 8) International Building Code section 2306.1 and FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 referenced standard ANSI/TPI 1. (lb) or less except when shown. 8) This truss has been designed for a moving concentrated TOP CHORD 1-16=-2474/356, 2-16=-2422/373, load of 6.01b dead located at all mid panels and at all 2-17=-2083/330, 3-17=-2016/355, panel points along the Bottom Chord, nonconcurrent with 3-18=-2446/437, 4-18=-2499/425, any other live loads. 4-5=-1987/330, 5-6=-1997/304, 9) This truss is designed for a creep factor of 3.01, which is 6-19=-1923/279, 7-19=-1963/269, used to calculate the Vert(CT) deflection perANSI/TPI 1. 7-9=-1305/265, 1-15=-1133/204 LOAD CASE(S) Standard BOT CHORD 13-14=-296/2349, 13-21=-296/2349, 12-21=-296/2349, 12-22=-202/1888, 11-22=-202/1888, 11-23=-276/2405, 10-23=-276/2405 WEBS 1-14=-292/2177, 2-12=-534/154, 3-12=-20/344, 4-11=-367/157, 3-11=-149/715, 6-10=-325/116, 4-10=-576/89, 7-10=-263/2014 NOTES 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Cty Ply P1-PL-1X AB10 Common 7 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:03:49 Page: 1 ID:DOOD7cP99mbj69mmH?dXUytuVT-zE3lueelHdoSiGb1 ixZBZwlioeKJaNkYoRQJkhytYuO 7-3-4 7-0-10 5-8-2 6-6-14 21 0-2 119-0 q 4x8= 112 3 3x4n `v 4x8= 3x6= 7-34 13-2-4 7-3-4 5-11-0 Camber = 5/16 in Scale = 1:57.2 3x4= 6x8= 20-0-0 6-9-12 26-6-14 6-6-14 g 4x12= 1.5x4n 29-5-0 2-10-2 Plate Offsets (X, Y): [7:0-3-5,0-1-8], [10:0-3-12,0-2-0], [14:0-3-9,0-2-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.12 12-14 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.41 11-12 >856 180 BCLL 0.0* Rep Stress Incr YES WB 0.82 Horz(CT) 0.10 9 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 144 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G *Except* W2:2x4 DF 1800F 1.6E G or 2x4 DF No. 1&Btr G BRACING 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 2-10-13 to 5-10-13, Interior (1) 5-10-13 to 17-0-14, Exterior(2R) 17-0-14 to 20-0-14, Interior (1) 20-0-14 to 33-11-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; TOP CHORD Structural wood sheathing directly applied or Lumber DOL=1.60 plate grip DOL=1.60 3-1-8 oc purlins, except end verticals. 3) This truss has been designed for a 10.0 psf bottom BOT CHORD Rigid ceiling directly applied or 10-0-0 oc chord live load nonconcurrent with any other live loads. bracing, Except: 4) * This truss has been designed for a live load of 20.Opsf 6-0-0 oc bracing: 9-10. on the bottom chord in all areas where a rectangle MiTek recommends that Stabilizers and 3-06-00 tall by 2-00-00 wide will fit between the bottom required cross bracing be installed during chord and any other members. truss erection, in accordance with Stabilizer 5) A plate rating reduction of 20% has been applied for the Installation guide. green lumber members. REACTIONS (lb/size) 9 =1330/0-5-8, (min. 0-1-8), 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to 11330/05=1190/ Mechanical, (min. 0-1-8) bearing plate capable of withstanding 122 lb uplift atjoint Max Horiz 15=48 (LC 17) 15 and 192 lb uplift at joint 9. Max Uplift 9=-192 (LC 9), 15=-122 (LC 8) 8) This truss is designed in accordance with the 2018 FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 International Building Code section 2306.1 and (lb) or less except when shown. referenced standard ANSI/TPI 1. TOP CHORD 1-16=-2474/356, 2-16=-2422/373, 9) This truss has been designed for a moving concentrated 2-17=-2083/330, 3-17=-2016/355, load of 6.01b dead located at all mid panels and at all 3-18=-2446/437, 4-18=-2499/425, panel points along the Bottom Chord, nonconcurrent with 4-5=-1987/330, 5-6=-1997/304, any other live loads. 6-19=-1923/279, 7-19=-1963/269, 10) This truss is designed for a creep factor of 3.01, which is 7-9=-1305/265, 1-15=-1133/204 used to calculate the Vert(CT) deflection perANSI/TPI 1. BOT CHORD 13-14=-296/2349, 13-21=-296/2349, LOAD CASE(S) Standard 12-21=-296/2349, 12-22=-202/1888, 11-22=-202/1888, 11-23=-276/2405, 10-23=-276/2405 WEBS 1-14=-292/2177, 2-12=-534/154, 3-12=-20/344, 4-11=-367/157, 3-11=-149/715, 6-10=-325/116, 4-10=-576/89, 7-10=-263/2014 NOTES 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Cty Ply P1-PL-1X AB11 Common Supported Gable 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:03:49 Page: 1 I D:sU4jvZmOzr1 L3Hkk2x_D1 syttt_-zE3lueelHdoSiGb1 ixZBZwlekeMtaKDYoRQJkhytYuO 3-1-9 14-3-14 25-6-2 29-5-0 31-2-0 3-1-9 11-2-4 11-2-4 3-10-14 1-9-0 3 �2 7 8 6x8. 5 6 3 a 1 2 S S S S S S 1- -4 4;0 n , n 50 52 49 53 48 54 47 55 46 56 45 57 44 58 44Zg 6x8= 7x8= 1.5x4n 1.5x4u 3x4= Scale = 1:62 6x1611 3x10n 1.5x4n 1.5x4n 1.5x4n 1.5x4n 1.5x4n 1.5x4n 1.5x4n 3x10n 4x6= 4x6= 10 11 12 13 14 15 16 17 18 � ST ST S 19 20 6x8, 4x6, g S S S S S 21 ��23 51 24 g 25 1-1-15I 26 �� 140 61 396238 63 37 64 36 65 3534 33 66 32 67 3168 30 69 29 70 227 71 1.5x4 n 1.5x4 n 1.5x4 n 3x4= 1.5x4 n 1.5x4 a 7x8= 1.5x4 n 12x14= 1-9-9 4-5-9 24-2-2 27-3-4 29-5-0 1-9-9 2-8-0 19-8-9 3-1-2 2-1-12 Plate Offsets (X, Y): [23:0-3-0,Edge], [26:0-3-8,0-10-12], [30:0-3-9,0-3-8], [42:0-1-11,0-1-8], [47:0-3-9,0-3-8], [49:0-3-9,0-3-0], [50:0-10-15,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.42 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.98 Horz(CT) 0.02 39 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 190 lb FT = 20% LUMBER TOP CHORD TOP CHORD 2x6 DF No.2 G *Except* T3:2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 4-2-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-0-2 oc racing. MiTek recommends that Stabilizers and BOT CHORD required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 29-5-0. (lb) - Max Horiz 50=47 (LC 39) Max Uplift All uplift 100 (lb) or less atjoint(s) 31, 32, 33, 35, 36, 37, 38, 39, 40, 41, 43, 44, 45, 46 except 26=-1433 (LC 32), 27=-923 (LC 39), 28=-257 (LC 40), 29=-2106 (LC 32), 30=-1769 (LC 39), 47=-1635 (LC 38), 48=-1793 (LC 39), 49=-1045 (LC 38), 50=-1780 (LC 39) Max Grav All reactions 250 (lb) or less at joint (s) 28, 31, 32, 33, 35, 36, 37, 38, 39, 40, 41, 43, 44, 45, 46 except 26=1460 (LC 49), 27=997 (LC 50), 29=2156 (LC 49), 30=1785 (LC 50), 47=1657 (LC 49), 48=1842 WEBS (LC 50), 49=1077 (LC 49), 50=1800 (LC 46) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 1-50=-1757/1753, 1-2=-2186/2175, 2-3=-1864/1871, 3-4=-2891/2901, 4-5=-2611/2637, 5-6=-2244/2287, 6-7=-1899/1933, 7-8=-1563/1619, 8-9=-1227/1285, 9-10=-891/953, 10-11=-555/619, 11-12=-213/269, 13-14=-453/520, 14-15=-789/849, 15-16=-1125/1178, 16-17=-1461/1507, 17-18=-1797/1826, 18-19=-2134/2168, 19-20=-2492/2519, 20-21=-2769/2780, 21-22=-1555/1567, 22-23=-1660/1668, 23-51=-1682/1698, 24-51=-2183/2166, 24-26=-1423/1471 49-52=-348/375, 49-53=-1731/1768, 48-53=-1565/1602, 48-54=-1367/1437, 47-54=-1234/1272, 47-55=-2498/2541, 46-55=-2200/2376, 46-56=-2167/2210, 45-56=-2001/2039, 45-57=-1836/1879, 44-57=-1669/1714, 44-58=-1505/1548, 43-58=-1340/1383, 42-43=-1174/1218, 42-59=-1009/1052, 41-59=-1008/1052, 41-60=-843/887, 40-60=-545/589, 40-61=-512/556, 39-61=-339/383, 38-63=-241/284, 37-63=414/457, 37-64=-447/490, 36-64=-745/788, 36-65=-910/953, 35-65=-1076/1119, 34-35=-1218/1261, 33-34=-1407/1450, 33-66=-1572/1615, 32-66=-1737/1781, 32-67=-1902/1946, 31-67=-2068/2112, 31-68=-2234/2276, 30-68=-2399/2443, 30-69=-886/1052, 29-69=-1183/1217, 29-70=-1349/1355, 28-70=-1481/1548, 27-28=-1556/1590,27-71=-517/544 4-47=-339/312, 3-48=-1816/1788, 2-49=-344/312, 20-30=-353/325, 21-29=-2137/2134, 3-47=-2386/2392, 21-30=-2565/2579, 1-49=-2421/2425, 24-27=-2219/2225 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 2-10-13 to 5-10-9, Interior (1) 5-10-9 to 17-0-14, Exterior(2R) 17-0-14 to 20-3-2, Interior (1) 20-3-2 to 33-11-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 39, 40, 41, 43, 44, 45, 46, 38, 37, 36, 35, 33, 32, 31 except Ot=lb) 50=1779, 26=1433, 47=1635, 48=1793, 49=1045, 30=1768, 29=2105, 28=257, 27=922. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total drag load of 7300 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 29-5-0 for 248.2 plf. 14) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Cty Ply P1-PL-1X AC01 Common Girder 1 2 Job Reference (optional) Builder FirstSource, KBRITT Camber = 5/16 in Scale = 1:62.5 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:03:51 Page: 1 I D: HAyJgZoDdbdRZOcwe?a7gDytuUz-RQdg6_fO2wwJJQADGf4Q58lue2ceJndi 159sG8ytYu N 24-8-0 -1-9-0 6-7-12 13-0-0 15-2-12 19-5-12 23-10-2 30-0-0 31-9-0 1-9-0 6-7-12 6-4-3 2-2-12 4-3-0 4-4-6 5-4-0 1-9-0 0-9-14 32 6x8= 4 1.5x4n ono= U4= 4xb= 8x12= Jx1u11 4n ILA 6x16= 4x12= [ 7-9-2 15-2-12 19-5-12 23-10-2 W10-0 7-9-2 7-5-9 4-3-0 4 4-6 6--14 9-3-1t_7 Plate Offsets (X, Y): [7:0-3-8,0-2-0], [12:04-12,0-4-8], [20:0-7-4,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.14 11-26 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.44 11-26 >395 180 BCLL 0.0* Rep Stress Incr NO WB 0.97 Horz(CT) -0.03 13 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 380 lb FT = 20% LUMBER TOP CHORD 2x4 DF N0.2 G *Except* T2:2x4 DF 1800F 1.6E G or 2x4 DF No.1 &Btr G BOT CHORD 2x6 DF 1800F 1.6E G or 2x6 DF SS G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G *Except* W14:2x4 DF No.2 G BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at micipt 7-12 JOINTS 1 Brace at Jt(s): 17, 22 REACTIONS (lb/size) 9=3136/0-5-8, (min. 0-1-11), FORCES TOP CHORD BOT CHORD 13=8404/0-5-8, (min. 0-4-8), 16=-613/0-5-8, (min. 0-1-8) Max Horiz 16=-79 (LC 32) Max Uplift 9=-825 (LC 24), 13=-1225 (LC 24), 16=-1042 (LC 37) Max Grav 9=3164 (LC 46), 13=8404 (LC 1), 16=812 (LC 36) (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 2-3=-680/775, 3-4=-1226/3143, 4-5=-1018/5524, 5-6=-859/5533, 6-7=-1197/991, 7-8=-6727/1819, 8-9=-6771/2144, 2-16=-307/173 16-27=-2912/2028, 15-27=-2912/1371, 14-15=-3882/1374, 14-28=-3882/1005, 13-28=-3882/917, 13-29=-514/291, 29-30=-514/175, 30-31=-514/215, 12-31=-646/469, 12-32=-1281/6347, 11 -32=-1 516/6347, 11-33=-1794/6566, 9-33=-2074/6566, 9-34=-1324/5433, 9-34=-1479/5433 WEBS 3-18=-873/430, 15-18=-889/415, 15-19=-477/1189, 4-19=-533/1315, 16-17=-1922/2994, 3-17=-1871/2879, 4-20=-3404/769, 13-20=-3513/789, 13-21=-324/96, 5-21=-324/96, 13-22=-6150/746, 6-22=-6775/821, 12-23=-544/5044, 6-23=-500/4628, 12-24=-5140/687, 7-24=-5911 /742, 7-11=-315/3010, 20-21=-50/257, 21-22=-57/339, 22-23=-139/1072, 23-24=-838/124 NOTES 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1042 lb uplift at joint 16, 1225 lb uplift at joint 13 and 825 lb uplift at joint 9. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 11) This truss has been designed for a total drag load of 3700 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 30-0-0 for 123.3 plf. 12) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 13) Use Simpson Strong -Tie LUS26 (4-SD9112 Girder, 4- SD9212 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 15-11-4 from the left end to 27-11-4 to connect truss(es) AB10 (1 ply 2x4 DF) to front face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. 15) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-2=-68, 2-4=-68, 4-10=-68, 9-16=-14 Concentrated Loads (lb) Vert: 12=-1176, 11=-1176, 26=-1176, 29=-1176, 31=-1176, 32=-1176, 33=-1176 Job Truss Truss Type Cty Ply P1-PL-1X ACO2 Common 6 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:03:51 Page: 1 ID:i26PckZ6eXcYk5vRLYq EZuytu1 a-vdB2JKgOpE29xalPgMbfeLr?aS_Q2HNrFlvQoaytYuM -1-9-0 6-7-12 13-0-0 15-2-12 20-11-6 30-0-0 �31-9-0 J, 1-9-0 6-7-12 6 4-3 2-2-12 5-8-10 9-0-10 1-9-0 4x6= 3 F2 4x5, 19 3 4 1.5x4 n 5 20 3x4, n 4 � 2x6n 2 1 18 6 1.3.1 257 14 21 13 12 22 23 10 9 24 80-3-� 3x6= 3x6= 3x4= 3x4= 1.5x4p 3x10= 3x10= 7-9-2 15-2-12 22-0-12 30-0-0 7-9-2 7-5-9 6-10-0 7-11-4 Camber= 1/4 in Scale = 1:62.5 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.12 9-17 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.39 9-17 >452 180 BCLL 0.0* Rep Stress Incr YES WB 0.81 Horz(CT) 0.01 7 n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix-MSH Weight: 135 lb FT = 20% LUMBER 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) TOP CHORD 2x4 DF No.2 G Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. BOT CHORD 2x4 DF No.2 G II; Exp C; Enclosed; MWFRS (envelope) exterior zone WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 OF and C-C Exterior(2E) -1-9-7 to 1-2-9, Interior (1) 1-2-9 to Stud G 13-0-0, Exterior(2R) 13-0-0 to 16-0-0, Interior (1) 16-0-0 BRACING to 31-9-7 zone; cantilever left and right exposed ; end TOP CHORD Structural wood sheathing directly applied or vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber 6-0-0 oc purlins, except end verticals. DOL=1.60 plate grip DOL=1.60 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 3) This truss has been designed for a 10.0 psf bottom bracing, Except: chord live load nonconcurrent with any other live loads. 6-0-0 oc bracing: 11-13. 4) * This truss has been designed for a live load of 20.Opsf MiTek recommends that Stabilizers and on the bottom chord in all areas where a rectangle required cross bracing be installed during 3-06-00 tall by 2-00-00 wide will fit between the bottom truss erection, in accordance with Stabilizer chord and any other members. Installation guide. 5) A plate rating reduction of 20% has been applied for the green lumber members. REACTIONS (lb/size) 7=534/0-5-8, (min. 0-1-8), 6) Provide mechanical connection (by others) of truss to 11=1605/0-5-8, (min. 0-1-11), bearing plate capable of withstanding 122 lb uplift at joint 14=562/0-5-8, (min. 0-1-8) 11, 147 lb uplift at joint 14 and 139 lb uplift at joint 7. Max Horiz 14=-78 (LC 17) 7) This truss is designed in accordance with the 2018 Max Uplift 7=-139 (LC 9), 11=-122 (LC 9), International Building Code section 2306.1 and 14=-147 (LC 8) referenced standard ANSI/TPI 1. Max Grav 7=562 (LC 26), 11=1605 (LC 1), 8) This truss has been designed for a moving concentrated 14=622 (LC 25) load of 6.0Ib dead located at all mid panels and at all FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 panel points along the Bottom Chord, nonconcurrent with (lb) or less except when shown. any other live loads. TOP CHORD 3-19=-518/150, 4-19=-458/162, 4-5=-9/808, 9) This truss is designed for a creep factor of 3.01, which is 5-20=-32/821, 6-20=-53/737, 6-7=-596/141, used to calculate the Vert(CT) deflection perANSI/TPI 1. 2-14=-370/165 LOAD CASE(S) Standard BOT CHORD 14-21 =-1 34/601, 13-21 =-1 34/601, 12-13=-346/138, 12-22=-346/138, 11-22=-346/138, 11-23=-82/433, 10-23=-82/433, 9-10=-82/433, 9-24=-61/523, 7-24=-61/523, 7-25=-27/254, 7-25=-27/254 WEBS 3-13=-410/144, 4-13=-98/771, 4-11=-992/140, 6-11 =-1 170/237, 6-9=0/325, 3-14=-528/103 NOTES 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Cty Ply P1-PL-1X AC03 Common Supported Gable 1 1 Job Reference (optional) Builder FirstSource, KBRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:03:52 Page: 1 I D:oenLR?o94NvIQWY_gvecZvytu_h-OpkQXgheaXAOZkKcN36uBZNCIsROnv2_UPezKOytYuL -1-9-0 13-0-0 30-0-0 31-9-0 1-9-0 13-0-0 17-0-0 1-9-0 4x6= 2x4 n 2xan 2x4n 2x4n 3F2 2xan 2x4n 2xan 2x4n 2x4 n 12 131415 16 2xan 2xa n 2x4 n 10 541 1-65 18 2xan 2x4 n 2xan 8 9 19 M--P 2xan 2xan 7x8, 6 7 T ST 22 2xan 3x4= 4x5n S 2 3 45 S S S S S S 23 24 4x6, S SS ST 257726 502b-3-3T 3x6 n 3x4= 3x4= 3x4= Scale = 1:62.5 Plate Offsets (X, Y): [4:0-4-0,0-3-0], [25:0-3-0,Edge], [26:0-1-10,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.24 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.08 Horz(CT) 0.02 26 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 176 lb FT = 20% LUMBER BOT CHORD 50-56=-235/292, 49-56=-219/277, TOP CHORD 2x4 DF No.2 G *Except* T2,T3:2x6 DF No.2 49-57=-204/261, 40-64=-213/270, G 40-65=-216/273, 39-65=-243/300, BOT CHORD 2x4 DF No.2 G 39-66=-262/319, 38-66=-281/338, WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 38-67=-284/341, 37-67=-311/368, Stud G 37-68=-334/391, 36-68=-360/417, OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 36-69=-365/422, 35-69=-409/466, Stud G 35-70=-433/490, 34-70=458/515, 34-71=-482/539, 33-71=-507/564, BRACING 32-33=-511/569, 32-72=-531/588, TOP CHORD Structural wood sheathing directly applied or 31-72=-555/613, 31-73=-560/637, 6-0-0 oc purlins, except end verticals. 30-73=-604/661, 30-74=-629/686, BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 29-74=-652/710, 29-75=-678/734, racing. 28-75=-702/759, 28-76=-774/820, MiTek recommends that Stabilizers and 26-76=-839/902, 26-77=-229/325, required cross bracing be installed during 26-77=-261/357 truss erection, in accordance with Stabilizer WEBS 24-28=-325/97 Installation guide. NOTES 1) Unbalanced roof live loads have been considered for this REACTIONS All bearings 30-0-0. design. (lb) - Max Horiz 50=-77 (LC 47) 2) Wind: ASCE 7-16; VuIt=11 Omph (3-second gust) Max Uplift All uplift 100 (lb) or less atjoint(s) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 28, 29, 30, 31, 33, 34, 35, 36, 37, 11; Exp C; Enclosed; MWFRS (envelope) exterior zone 38, 39, 40, 41, 43, 44, 45, 46, 47, and C-C Exterior(2E) -1-9-7 to 1-0-0, Interior (1) 1-0-0 to 48 except 26=-306 (LC 32), 13-0-0, Exterior(2R) 13-0-0 to 16-0-0, Interior (1) 16-0-0 49=-386 (LC 50), 50=-489 (LC 29), to 31-9-7 zone; cantilever left and right exposed ; end 51=-306 (LC 32) vertical left and right exposed;C-C for members and Max Grav All reactions 250 (lb) or less at joint forces & MWFRS for reactions shown; Lumber (s) 29, 30, 31, 33, 34, 35, 36, 37, DOL=1.60 plate grip DOL=1.60 38, 39, 40, 41, 43, 44, 45, 46, 47, 3) Truss designed for wind loads in the plane of the truss 48 except 26=356 (LC 49), 28=422 For only. For studs exposed to wind (normal to the face), (LC 1), 49=414 (LC 47), 50=506 see Industry Gable End Details as applicable, (LC 50), 51=356 (LC 49) or consult qualified building designer as perANSI/TPI 1. FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 4) All plates are 1.5x4 MT20 unless otherwise indicated. (lb) or less except when shown. 5) Gable requires continuous bottom chord bearing. TOP CHORD 2-50=-379/344, 2-3=-291/309, 6) Gable studs spaced at 1-4-0 oc. 11 -54=-1 85/261, 11-12=-238/322, 7) This truss has been designed for a 10.0 psf bottom 12-13=-273/363, 13-14=-285/373, chord live load nonconcurrent with any other live loads. 14-15=-306/391, 15-16=-347/433, 8) * This truss has been designed for a live load of 20.Opsf 16-17=-402/478, 17-55=-393/474, on the bottom chord in all areas where a rectangle 18-55=446/515, 18-19=491/553, 3-06-00 tall by 2-00-00 wide will fit between the bottom 19-20=-537/591, 20-21=-582/629, chord and any other members. 21-22=-627/668, 22-23=-666/706, 9) A plate rating reduction of 20% has been applied for the 23-24=-735/743, 24-25=-847/845, green lumber members. 25-26=-891 /875 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint (s) 39, 40, 41, 43, 44, 45, 46, 47, 48, 38, 37, 36, 35, 34, 33, 31, 30, 29, 28 except Qt=lb) 50=488, 49=386, 26=306, 26=306. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total drag load of 1100 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 30-0-0 for 36.7 plf. 14) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PL-1X AK01 Roof Special 2 1 Job Reference (optional) Builder FirstSource, M.BRITT 2x6 n Scale = 1:42.9 12-9-0 17 15 J 3 12 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:03:53 Page: 1 ID: EnPCM FoEgP2PUSvN DaNAEUyu3mi-s?lokOiGLrltAuvoxnd7jmwN H FmEW MH8j3OXtTytYuK 3x4 n 7 8 m 2- -9 N N 9 M O W N 611 F N M O O Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.00 15-16 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.20 Vert(CT) 0.00 15-16 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.08 Horz(CT) 1 0.00 9 n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix -MR Weight: 75 lb FT = 20% LUMBER 7) This truss has been designed for a 10.0 psf bottom TOP CHORD 2x4 DF No.2 G chord live load nonconcurrent with any other live loads. BOT CHORD 2x4 DF No.2 G 8) * This truss has been designed for a live load of 20.Opsf WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF on the bottom chord in all areas where a rectangle Stud G 3-06-00 tall by 2-00-00 wide will fit between the bottom OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF chord and any other members. Stud G 9) A plate rating reduction of 20% has been applied for the BRACING green lumber members. TOP CHORD Structurall wood Structural wood sheathing directly applied or 10) Provide mechanical connection (by others) of truss to 6tru0 except end verticals. bearing plate capable of withstanding 100 lb uplift at joint BOT CHORD Rigid ceiling directly applied or 6-0-0 oc (s) 16, 15, 14, 13, 12, 11 except . racing. 11) Beveled plate or shim required to provide full bearing defull eating provide surface with truss chord atjoint(s) 16, 9, 15, 14, 13, 12, MiTek recommends that Stabilizers and 11, 10. required cross bracing be installed during 12) This truss is designed in accordance with the 2018 truss erection, in accordance with Stabilizer International Building Code section 2306.1 and Installation guide. referenced standard ANSI/TPI 1. REACTIONS All bearings 12-9-0. 13) This truss has been designed for a moving concentrated (lb) - Max Horiz 16=-166 (LC 10) load of 6.01b dead located at all mid panels and at all Max Uplift All uplift 100 (lb) or less at joint(s) panel points along the Bottom Chord, nonconcurrent with 11, 12, 13, 14, 15, 16 except 11, 12, cep(LC any other live loads. (LC 9), 10=1304 10) 14) This truss is designed for a creep factor of 3.01, which is Max Grav All reactions 250 (lb) or less at joint used to calculate the Vert(CT) deflection perANSIITPI 1. (s) 11, 12, 13, 14, 15, 16 except LOAD CASE(S) Standard 9=344 (LC 10), 10=274 (LC 9) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. Job Truss Truss Type Cty Ply P1-PL-1X AK02 Roof Special 6 1 Job Reference (optional) Builder FirstSource, KBRITT 65 0 � m m � a Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:03:53 Page: 1 ID:cvRWyTVgTkoOv7BU_hPESDyu3kV-s?lokOiGLrltAuvoxnd7jmwQnFmm W LZ8j3OXtTytYuK 0-5 10 6-4-8 L 12-3-6 1� 9 _0 '[ 5-10-14 5-10-14 0-510 0- 2x4 ii J3 12 2 -9 1- -2 4 M of o rn N �R M N M O O 6-4-8 12-9-0 6-4-8 6-4-8 Scale = 1:44.6 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.03 5-6 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.06 5-6 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.19 Horz(CT) 0.00 4 n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix-MSH Weight: 72 lb FT = 20% LUMBER 7) This truss has been designed for a 10.0 psf bottom TOP CHORD 2x4 DF No.2 G chord live load nonconcurrent with any other live loads. BOT CHORD 2x4 DF No.2 G 8) * This truss has been designed for a live load of 20.Opsf WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF on the bottom chord in all areas where a rectangle Stud G *Except* W1,W5:2x6 DF No.2 G 3-06-00 tall by 2-00-00 wide will fit between the bottom BRACING chord and any other members. TOP CHORD Structural wood sheathing directly applied or 9) A plate rating reduction of 20% has been applied for the green lumber members. 6-0-0 oc purlins, except end verticals 10) Provide mechanical connection (by others) of truss to BOT CHORD Rigid ceiling directly applied or 9-11-3 oc bearing plate capable of withstanding 130 lb uplift at joint bracin 6, 147 lb uplift at joint 5 and 68 lb uplift at joint 4. MiTek recommends that Stabilizers and 11) Beveled plate or shim required to provide full bearing required cross bracing be installed during surface with truss chord atjoint(s) 6, 5, 4. truss erection, in accordance with Stabilizer 12) This truss is designed in accordance with the 2018 Installation guide. International Building Code section 2306.1 and REACTIONS (lb/size) 4=216/12-9-0, (min. 0-1-8), referenced standard ANSI/TPI 1. 5=576/12-9-0, (min. 0-1-8), 13) This truss has been designed for a moving concentrated 6=216/12-9-0, (min. 0-1-8) load of 6.01b dead located at all mid panels and at all Max Horiz 6=-239 (LC 10) panel points along the Bottom Chord, nonconcurrent with Max Uplift 4=-68 (LC 9), 5=-147 (LC 9), any other live loads. 14) This truss is designed for a creep factor of 3.01, which is 6=-130 (LC 8) used to calculate the Vert(CT) deflection perANSI/TPI 1. FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 LOAD CASE(S) Standard (lb) or less except when shown. TOP CHORD 1-6=-186/262, 2-3=-221/260 BOT CHORD 6-9=-401/355, 5-9=-390/362 WEBS 1-5=-263/252, 2-5=-486/459 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. Job Truss Truss Type Cty Ply P1-PL-1X BA00 Common 1 1 Job Reference (optional) Builder FirstSource, KBRITT N N M 0-3-1Er Scale = 1:49.6 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:03:54 Page: 1 ID:G 1 b6kecEyZEFzKjm669OZyu2dL-s?IokOiGLrltAuvoxnd7jmwQFlF,�kvWAP8j3OXtTytYuK 1-3-0 5-1-12 10-5-12 15-9-12 20-11-8 22-2-8 1-3-0 5-1-12 5-4-0 5-4-0 5-1-12 1-3-0� 4x6= 2x4 u 2x4 u 2x4n 2x4n r 2 2x4 n 2x4 a 2x4 n 5x6 3 -- 7 8 910 11 2x4n 40 27 41 26 42 25 43 24423 45 29(21 47 20 48 19 49 18 50 3x4 -- 3x10 n 1.5x4 n 1.5x4 n 1.5x4 n 1.5x4 n 1.5x4 n 1.5x4 n 6x8= 6-5-12 14-5-12 6-5-12 8-0-0 3x4-- 3x10n 6x8= 20-11-8 6-5-12 Plate Offsets (X, Y): [3:0-3-0,Edge], [15:0-3-0,Edge], [19:0-3-9,0-3-0], [26:0-3-9,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.35 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.84 Horz(CT) 0.01 23 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 100 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G *Except* T2:2x6 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING BOT CHORD 2-39=-719/764, 2-39=-411/457, 2-40=-1621/1726, 27-40=-983/1022, 27-41=-279/319, 26-41=-215/255, 26-42=-1409/1435, 25-42=-1177/1201, 25-43=-945/970, 24-43=-629/734, 24-44=-468/506, 23-44=-278/304, 23-45=-256/282, 22-45=-256/282, 22-46=-278/304, 2146=468/506, 2147=-606/736 2047=-945/970 TOP CHORD Structural wood sheathing directly applied or 20-48=-1177/1189, 19-48=-1409/1435, 4-9-9 oc purlins. 19-49=-195/252, 18-49=-259/316, BOT CHORD Rigid ceiling directly applied or 4-9-12 oc 18-50=-963/1003, 16-50=-1621/1706, racing. 16-51=-398/475, 16-51=-706/783 MiTek recommends that Stabilizers and WEBS 4-27=-1902/1787, 14-18=-1908/1784, required cross bracing be installed during 14-19=-2254/2209, 4-26=-2252/2207 truss erection, in accordance with Stabilizer NOTES Installation guide. 1) Unbalanced roof live loads have been considered for this REACTIONS All bearings 20-11-8. 2) design. Wind: ASCE 7-16; VuIt=11Omph (3-second gust) (lb) -Max Horiz 2=-46 (LC 39), 28=-46 (LC 39) C 3 ), Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. Max Uplift All uplift 1 (l) or less at joint(s) II; Exp C; Enclosed; MWFRS (envelope) exterior zone 20, 21i 3, 24, 2 except 2=-597 and C-C Exterior(2E) -1-3-7 to 1-8-9, Interior (1) 1-8-9 to 29 , 1 =- (LC 32), (LC(LC 29), C 32), 10-5-12, Exterior(2R) 10-5-12 to 13-5-12, Interior (1) 40), 29 (LC 18=47), 174926=-(29 0), 1329 (53 13-5-12 to 22-2-15 zone; cantilever left and right 48 , 2 -1753 48), exposed ; end vertical left and right exposed;C-C for (LC 37), 28=-597 3 members and forces & MWFRS for reactions shown; (LC 37) Lumber DOL=1.60 plate grip DOL=1.60 o 0 lb) Max Grav All reactions 250 (lb) or less at joint 3) Truss designed for wind loads in the plane of the truss (sl 2Q 2 22, 25 except 3, 24, 2 For only. For studs exposed to wind (normal to the face), 2=656 (LC 50), =656283 49) 2=656 (L (LC 49), see Industry Gable End Details as applicable, (LC 49), 919 (L 9), 83 (LC or consult qualified building designer as perANSI/TPI 1. 49= 2 38= 3 4) All plates are 2x4 MT20 unless otherwise indicated. (LC 50) 50), 28=656 (LC 50), 32=656 5) Gable requires continuous bottom chord bearing. (LC 6) Gable studs spaced at 1-4-0 oc. FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 7) This truss has been designed for a 10.0 psf bottom (lb) or less except when shown. chord live load nonconcurrent with any other live loads. TOP CHORD 2-35=-1752/1756, 3-35=-1504/1540, 8) * This truss has been designed for a live load of 20.Opsf 3-4=-1022/495, 4-5=-1919/1930, on the bottom chord in all areas where a rectangle 5-36=-1456/1495, 6-36=-1090/1140, 3-06-00 tall by 2-00-00 wide will fit between the bottom 6-7=-972/1007, 7-8=-495/542, 8-9=-270/317, chord and any other members. 9-10=-270/312, 10-11=-495/545, 9) A plate rating reduction of 20% has been applied for the 11-12=-972/979, 12-37=-1090/1137, green lumber members. 13-37=-1456/1492, 13-14=-1920/1927, 14-15=-1046/513, 15-38=-1527/1541, 16-38=-1752/1757 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint (s) 23, 24, 25, 21, 20 except (jt=lb) 2=596, 16=602, 26=1328, 27=1752, 19=1329, 18=1749, 2=596, 16=602. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total drag load of 7300 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 20-11-8 for 348.3 plf. 14) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 15) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PL-1X BA01 Common 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Scale = 1:48 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:03:54 Page: 1 ID:G1b6kecEyZEFzKjm6690Zyu2dL-KBsByMiu69Qko1T_VU8MG_Tb?f48FdfHyj74PvytYuJ 1,-1-3-01, 5-1-12 10-5-12 15-9-12 20-11-8 k2-2-8 1-3-0 5-1-12 5-4-0 5-4-0 5-1-12 1-3-0 3x4 -- 2x4 n 2x4 n 312 2x4 11 2x4 n Sx6= 8 2A 2x4 u 37 24 38 23 39 22 40 21 41 20 42 19 43 18 44 17 45 16 46 3x10 n 1.5x4 n 1.5x4 n 1.5x4 n 1.5x4 n 1.5x4 n 6x8= 6x8= 3x10n 6-5-12 14-5-12 20-11-8 6-5-12 8-0-0 6-5-12 3x4_- Plate Offsets (X, Y): [3:0-3-0,Edge], [13:0-3-0,Edge], [17:0-3-9,0-3-0], [23:0-3-9,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.35 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.84 Horz(CT) 0.01 20 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 97 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G *Except* T2:2x6 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING BOT CHORD 2-36=-719/764, 2-36=-411/457, 2-37=-1621/1726, 24-37=-983/1022, 24-38=-279/318, 23-38=-215/254, 23-39=-1409/1434, 22-39=-1177/1202, 2240=-944/970, 2140=-526/736, 2141=-480/505, 1942=480/505, 1943=-712/737, 1843=-944/970, 1844=-1177/1188, 1744=-1409/1434, 1745=-196/252 1645=-260/316 TOP CHORD Structural wood sheathing directly applied or 1646=-964/1003, 14-46=-1621/1706, 4-9-9 oc purlins. 1447=-398/475, 14-47=-706/783 BOT CHORD Rigid ceiling directly applied or 4-9-12 oc WEBS 4-24=-1902/1787, 12-16=-1908/1785, racing. 12-17=-2254/2209, 4-23=-2252/2206 MiTek recommends that Stabilizers and NOTES required cross bracing be installed during 1) Unbalanced roof live loads have been considered for this truss erection, in accordance with Stabilizer design. Installation guide. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) REACTIONS All bearings 20-11-8. Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. (lb) - Max Horiz 2=-46 (LC 39), 25=-46 (LC 39) 11; Exp C; Enclosed; MWFRS (envelope) exterior zone Max Uplift All uplift 100 (lb) or less atjoint(s) and C-C Exterior(2E) -1-3-7 to 1-8-9, Interior (1) 1-8-9 to ex ept =-59 18, 19, 21, 22 except 2=-597 (LC 18, 9, 21, 10-5-12, Exterior(2R) 10-5-12 to 13-5-12, Interior (1) 7(L 3 603 (L 2), 13-5-12 to 22-2-15 zone; cantilever left and right 4=- 40 1 =- 29 (LC24=47 (LC(LC 40), exposed ; end vertical left and right exposed;C-C for , 429 -1753 , (LC 23=37), 132925=-(7 members and forces & MWFRS for reactions shown; (LC 29), 3 (LC Lumber DOL=1.60 plate grip DOL=1.60 37) 3) Truss designed for wind loads in the plane of the truss ea do s 0 Max Grav All reactions 250 (lb) or less at joint only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, 22 except 2=656 (sl except 1 , 20, 2 pt 2=6 or consult qualified building designer as perANSI/TPI 1. (LC 5, (LC 9 50), ((LC 9), 4) Gable requires continuous bottom chord bearing. (LC 17=656 Gable 23=1283 (LC 41), 24=1919 (LC 6) This truss has been designed for a 10.0 psf bottom 50), 25=656 (LC 50), 29=656 (LC 49) chord live load nonconcurrent with any other live loads. * 7) This truss has been designed for a live load of 20.Opsf FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 on the bottom chord in all areas where a rectangle (lb) or less except when shown. 3-06-00 tall by 2-00-00 wide will fit between the bottom TOP CHORD 2-32=-1752/1757, 3-32=-1504/1540, chord and any other members. 3-4=-1022/496, 4-5=-1919/1930, 8) A plate rating reduction of 20% has been applied for the 5-33=-1456/1496, 6-33=-1090/1141, green lumber members. 6-7=-972/1008, 7-8=-500/546, 8-9=-500/547, 9) Provide mechanical connection (by others) of truss to 9-10=-972/1007, 10-34=-1090/1137, bearing plate capable of withstanding 100 lb uplift atjoint 11 -34=-1 456/1492, 11-12=-1920/1927, (s) 21, 22, 19, 18 except flt=lb) 2=596, 14=602, 12-13=-1046/513, 13-35=-1526/1541, 23=1328, 24=1753, 17=1328, 16=1749, 2=596, 14=602. 14-35=-1752/1757 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 12) This truss has been designed for a total drag load of 7300 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 20-11-8 for 348.3 plf. 13) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 14) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Cty Ply P1-PL-1X BB00 Common Supported Gable 1 1 Job Reference (optional) Builder FirstSource, KBRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:03:55 Page: 1 ID:DXyt67gJ4b971H8JsQoUUWyu2j-oOQZ9ijWtSYbQB2B3CfboB?IU3Qg_ACRANtdxLytYul 36-9-0 [ 4-0-0 L 11-0-0 L 17-0-14 L 24-0-10 L 30-4-14 L 35-6-0 L 7-0-0 6-0-14 6-11-13 6-4-3 5-1-2 1-3- 4x8= 2x4 11 2x4n 2x4n 2x4 11 2x4u 2x4u 2x4n 2x4 11 8 9 10 1112 2x4n 10x16o M 2x4n 659 7 13 6q4 2x4n 2An f? q 5 15 2x4n 2x4n 16 12 9 m Sr- 5x10- N g 1- S S S S 1 S 17 2x4u 18 19 5x8o 20 9 CP 3x4 � 81 21 4x8a ui 9Woo 162 2 S S 31 S1 S1 S 1 S 281 0-8- 11 8 023 3- 63 43 64 42 65 414856386737 568 36957034713372327333074297528762777267825 79 3x6u 3x4= 3x6= 6x8= 3x6n 3x6n 3x6= 7x8= 3x6= 3x6n 3x6n 3x10n J, 7-4-15 11-1-12 14-5-1 I. 29-0-14 I. 35-6-0 , 44� 14-7-13 6-5-2 Scale = 1:70.8 Plate Offsets (X, Y): [1:0-4-5,Edge], [3:0-3-12,0-0-8], [10:0-4-0,Edge], [22:0-4-0,Edge], [26:0-3-9,0-3-8], [31:0-2-2,0-1-8], [39:0-2-7,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.33 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.50 Horz(CT) 0.02 36 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 213 lb FT = 20% LUMBER TOP CHORD 5-6=-329/346, 6-59=-438/454, 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) TOP CHORD 2x6 DF No.2 G *Except* T4,T1:2x4 DF No.2 7-59=-610/643, 7-8=-912/930, Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. G 8-9=-1014/1065, 9-10=-1137/1181, 11; Exp C; Enclosed; MWFRS (envelope) exterior zone BOT CHORD 2x4 DF No.2 G 10-11 =-1270/1299,11-12=-1463/1512, and C-C Exterior(2E) 0-0-0 to 3-6-10, Interior (1) 3-6-10 WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 12-13=-1743/1770, 13-60=-1872/1882, to 17-0-14, Exterior(2R) 17-0-14 to 20-7-7, Interior (1) Stud G *Except* W6,W7:2x4 DF No.2 G 14-60=-2040/2060, 14-15=-2340/2354, 20-7-7 to 36-9-7 zone; cantilever left and right exposed ; OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 15-16=-2589/2588, 16-17=-1226/1261, end vertical left and right exposed;C-C for members and Stud G *Except* ST19:2x4 DF No.2 G 17-18=-1403/1433, 18-19=-1696/1730, forces & MWFRS for reactions shown; Lumber SLIDER Left 2x4 DF Stud or No.2 or Std G-- 1-11-14 19-20=-2012/2028, 20-21=-2283/2270, DOL=1.60 plate grip DOL=1.60 21-22=-997/690, 22-61=-1160/1136, 3) Truss designed for wind loads in the plane of the truss BRACING 23-61 =-1 378/1377, 1-2=-484/374, only. For studs exposed to wind (normal to the face), TOP CHORD Structural wood sheathing directly applied or 2-81=-582/560, 3-81=-880/853 see Standard Industry Gable End Details as applicable, 4-9-3 oc purlins. BOT CHORD 1-62=-1507/1605, 1-62=-1379/1454, or consult qualified building designer as perANSI/TPI 1. BOT CHORD Rigid ceiling directly applied or 4-6-8 oc 1-63=-1328/1377, 43-63=-977/1098, 4) All plates are 1.5x4 MT20 unless otherwise indicated. bracing. 43-64=-619/710, 42-64=-178/290, 5) Gable requires continuous bottom chord bearing. JOINTS 1 Brace at Jt(s): 46, 42-65=-953/1054, 41-65=-569/658, 6) Gable studs spaced at 1-4-0 oc. 48,50 39-66=-206/313, 38-66=-326/431, 7) This truss has been designed for a 10.0 psf bottom REACTIONS All bearings 35-6-0. 38-67=-491/595, 37-67=-628/733, chord live load nonconcurrent with any other live loads. (lb) -Max Horiz 1=-1594 (LC 40), 52=-1594 (LC 40) 37-68=-1136/1185, 36-68=-791/840, 8 * This truss has been designed for a live load of 20.0 sf ) 9 P Max Uplift All uplift 100 (lb) or less at joint(s) 36-69=-446/495, 35-69=-380/429, on the bottom chord in all areas where a rectangle 1, 27, 28, 32, 34, 35, 38, 40, 52 35-70=-286/335, 33-71=-263/312, 3-06-00 tall by 2-00-00 wide will fit between the bottom except 23=-468 (LC 32), 25=-1886 33-72=-397/447, 32-72=-537/587, chord and any other members. (LC 40), 26=-1451 (LC 47), 32-73=-674/724, 31-73=-676/724, 9) A plate rating reduction of 20% has been applied for the 29=-307 (LC 40), 30=-770 (LC 30), 30-31=-811/861, 30-74=-979/1034, green lumber members. 33=-123 (LC 31), 36=-415 (LC 29), 29-74=-1119/1171, 29-75=-1257/1308, 10) Provide mechanical connection (by others) of truss to 37=-657 (LC 29), 41=-103 (LC 30), 28-75=-1394/1445, 28-76=-1421/1582, bearing plate capable of withstanding 100 lb uplift atjoint 42=-110 (LC 32), 43=-528 (LC 37), 27-76=-1668/1720, 27-77=-1805/1847, (s) 1, 35, 34, 32, 28, 27, 38, 40, 1 except Qt=lb) 23=468, 56=468 (LC 32) 26-77=-1942/1994, 26-78=-339/402, 37=656, 41=103, 43=527, 42=110, 36=415, 33=123, Max Grav All reactions 250 (lb) or less at joint 25-78=-476/539, 25-79=-886/933, 30=770, 29=307, 26=1451, 25=1885, 23=468. (s) 1, 27, 28, 32, 33, 34, 35, 38, 40, 23-79=-1296/1344, 23-80=-329/407, 11) This truss is designed in accordance with the 2018 41, 42, 52 except 23=523 (LC 49), 23-80=-511/589 International Building Code section 2306.1 and 25=2077 (LC 49), 26=1391 (LC WEBS 37-51=-1841/1898, 50-51=-1812/1869, referenced standard ANSI/TPI 1. 38), 29=357 (LC 49), 30=839 (LC 45-50=-1774/1834, 45-46=-1800/1854, 12) This truss has been designed for a moving concentrated 49), 36=549 (LC 50), 37=734 (LC 4647=-1789/1846, 47-48=-1789/1846, load of 6.01b dead located at all mid panels and at all 50), 43=670 (LC 48), 56=523 (LC 48-49=-1794/1851, 16-49=-1918/1979, panel points along the Bottom Chord, nonconcurrent with 49) 3-43=-618/553, 3-42=-793/767, any other live loads. FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 4244=-408/419, 11-45=-419/369, 36-45=-527/461, 15-49=-342/304, 13) This truss has been designed for a total drag load of (lb) or less except when shown. 16-30=-830/781, 17-29=-352/318, 7300 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord 21-25=-2060/1916, 21-26=-2405/2386 from 0-0-0 to 35-6-0 for 205.6 plf. NOTES 14) This truss has large uplift reaction(s) from gravity load 1) Unbalanced roof live loads have been considered for this case(s). Proper connection is required to secure truss design. against upward movement at the bearings. Building designer must provide for uplift reactions indicated. Continued on page 2 Job Truss Truss Type Cty Ply P1-PL-1X B1300 Common Supported Gable 1 1 Job Reference (optional) Builder FirstSource, M.BRITT 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 147 lb down and 50 lb up at 6-5-4 on top chord. The design/ selection of such connection device(s) is the responsibility of others. 16) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 4-10=-68, 10-24=-68, 52-56=-14, 1-3=-68 Concentrated Loads (Ib) Vert: 3=-147 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:03:55 Page: 2 ID:DXyt67gJ4b971H8JsQoUUWyu2j-oOQZ9ijWtSYbQB2B3CfboB?IU3Qg_ACRANtdxLytYul Job Truss Truss Type Cty Ply P1-PL-1X BB01 Common 5 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:03:57 Page: 1 I D:xrJ4j924GwvTrQ MiwUQgSlyu2pi-kmYJ aOl n O4pJfVCZAdi 3uc5_xtz4Sz je h M k0 EytYu G 36-9-0 8-8-3 14-10-4 17-0-14 25-8-13 35-6-0 8-8-3 6-2-0 2-2-10 8-7-15 9-9-311-3-01 5x8= 12 1.5x4n 5 M N O-8-:Oz: 4x6n 1.5x4// 3x6= 3x10= 3x6= 3x6= 1.5x4p 3x10= 14-10-4 7-6-6 14-9-4 21-3-12 27-10-4 35-6-0 7-6-6 7-2-14 6-5-9 6-6-8 7-7-12 0-1-0 Camber = 5/16 in Scale = 1:66.6 %-3-Ut:: Plate Offsets (X, Y): [1:0-3-9,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.15 10-22 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.46 10-22 >537 180 BCLL 0.0' Rep Stress Incr YES WB 0.93 Horz(CT) 0.05 1 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 148 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G SLIDER Left 2x4 DF Stud or No.2 or Std G-- 1-11-14 BRACING 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-6-10, Interior (1) 3-6-10 to 17-0-14, Exterior(2R) 17-0-14 to 20-7-7, Interior (1) 20-7-7 to 36-9-7 zonem cantilever left and right exposed TOP CHORD Structural wood sheathing directly applied or end vertical left and right exposed;C-C for members and 2-2-0 oc purlins. forces & MWFRS for reactions shown; Lumber BOT CHORD Rigid ceiling directly applied or 6-0-0 oc DOL=1.60 plate grip DOL=1.60 racing. 3) This truss has been designed for a 10.0 psf bottom MiTek recommends that Stabilizers and chord live load nonconcurrent with any other live loads. required cross bracing be installed during 4) ' This truss has been designed for a live load of 20.Opsf truss erection, in accordance with Stabilizer on the bottom chord in all areas where a rectangle Installation guide. 3-06-00 tall by 2-00-00 wide will fit between the bottom REACTIONS (lb/size) 1=384/0-5-8, (min. 0-1-8), 5) chord and any other members. A plate rating reduction of 20% has been applied for the 8=384/0-5-8, (min. 0-1-8), 8=775/0-5 ), green lumber members. -5-8, (min. 0- 39/(LC -5- 13=18Max 6) Provide mechanical connection (by others) of truss to Horiz 1=-92 bearing plate capable of withstanding 99 lb uplift at joint Max Uplift 1=-99 (LC 12), 8=-156 (LC 9), 1, 106 lb uplift at joint 13 and 156 lb uplift at joint 8. 13=-106 (LC 9) 7) This truss is designed in accordance with the 2018 Max Grav 1=474 (LC 25), 8=780 (LC 26), International Building Code section 2306.1 and 13=1839 (LC 1) referenced standardANSI/TPI 1. FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 8) This truss has been designed for a moving concentrated (lb) or less except when shown. load of 6.Olb dead located at all mid panels and at all TOP CHORD 1-2=-263/33, 2-23=-715/193, 3-23=-670/214, panel points along the Bottom Chord, nonconcurrent with 3-24=-12/751, 4-24=0/843, 4-5=0/827, any other live loads. 5-25=-362/165, 6-25=-446/151, 9) This truss is designed for a creep factor of 3.01, which is 6-7=-1520/282, 7-26=-1590/262, used to calculate the Vert(CT) deflection perANSI/TPI 1. 8-26=-1649/251 LOAD CASE(S) Standard DOT CHORD 1-27--224/594, 1-27--224/594, 1-28=-205/650, 15-28=-205/650, 15-29=-227/573, 14-29=-227/573, 13-14=-227/573, 13-30=-266/88, 12-30=-266/88, 11-12=-231/1375, 11-31=-231 /1375, 10-31 =-231/1375, 10-32=-198/1542, 8-32=-198/1542, 8-33=-86/627, 8-33=-86/627 WEBS 3-15=0/320, 3-13=-1146/222, 5-13=-1219/170, 5-12=-105/867, 6-12=-1171 /281. 6-10=0/387. 4-13=-271 /95 NOTES Job Truss Truss Type Oty Ply P1-PL-1X BB02 Common 3 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:03:57 Page: 1 I D:CgNAp_SrgAxgAX?ZOXaU ndyu2t2-kmYJaOlnO4pJfVCZAdi3uc53xt2JS?sjehMkOEytYuG 36-9-0 8-9 4 14-8-4 17-0-14 1, 22-4-7 1, 28-0-4 [ 35-6-0 8-9 4 5-11-1 2-4-9 5-3-9 5-7-13 7-5-12 1-3- 1 5-0-0 6x8= 3x10a 4 3�2 27 3 28 3x10o 3x4 c 5 2 J 5x10o 6 a 3x4= 26 612= W 130 W I 29 0-8 397 -3- 17 31 16 32 15 14 13 33 12 34 35 36 11 10 37 9 38 1.5x4o 4x6n 3x4= 3x6= 4x6= 6x8= 3x4u 3x4n 1.5x4n 3x6= 5x8= 4x6= 14-9-4 5-11-12 11-6-5 14-8-4 It 17-0-14 L 22-4-7 28-0-4 35-6-0 [ 5-11-12 5-6-9 3-2-0 11 5-3-9 5-7-13 7-5-12 0-0-15 Camber = 3/8 in 2-3-10 Scale = 1:67.8 Plate Offsets (X, Y): [1:0-2-11,0-3-2], [5:0-2-8,0-1-8], [6:0-5-0,0-3-0], [11:0-2-4,0-2-0], [12:Edge, 0-3-0], [18:0-4-12,0-2-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.16 9-11 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.53 9-11 >474 180 BCLL 0.0' Rep Stress Incr YES WB 0.81 Horz(CT) 0.05 7 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 172 lb FT = 20% LUMBER WEBS 12-18=0/322, 4-18=-1318/162, 2-16=0/377, TOP CHORD 2x4 DF No.2 G 2-15=-763/186, 6-9=0/276, 5-18=-2651/326, BOT CHORD 2x4 DF No.2 G 3-13=-272/524, 3-15=-91/717, WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 3-18=-1435/240, 13-18=-2595/220, Stud G `Except' W8:2x6 DF No.2 G 5-11=0/420, 6-11 =-1 194/202 SLIDER Left 2x4 DF Stud or No.2 or Std G-- 1-11-14 NOTES BRACING 1) Unbalanced roof live loads have been considered for this TOP CHORD Structural wood sheathing directly applied or design. 3-11-1 oc purlins. 2) Wind: ASCE 7-16; VuIt=11Omph (3-second gust) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. bracing. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone WEBS 1 Row at mid t 5-18 and C-C Exterior(2E) 0-0-0 to 3-6-10, Interior (1) 3-6-10 to 17-0-14, Exterior(2R) 17-0-14 to 20-7-7, Interior (1) MiTek recommends that Stabilizers and 20-7-7 to 36-9-7 zone; cantilever left and right exposed ; required cross bracing be installed during end vertical left and right exposed;C-C for members and truss erection, in accordance with Stabilizer forces & MWFRS for reactions shown; Lumber Installation guide. DOL=1.60 plate grip DOL=1.60 REACTIONS (lb/size) 1=365/0-5-8, (min. 0-1-8), 3) 80.01bAC unit load placed on the bottom chord, 19-8-10 7=795/0-5-8, (min. 0-1-8), from left end, supported at two points, 3-0-0 apart. 13=1918/0-5-8, (min. 0-2-1) 4) This truss has been designed for a 10.0 psf bottom Max Horiz 1=-92 (LC 13) chord live load nonconcurrent with any other live loads. ' Max Uplift 1=-94 (LC 12), 7=-144 (LC 9), 5) This truss has been designed for a live load of 20.Opsf 13=-38 (LC 8) on the bottom chord in all areas where a rectangle Max Grav 1 =442 (LC 25), 7=812 (LC 26), (L 3-06-00 tall by 2-00-00 wide will fit between the bottom 1442 (LC 1) chord and any other members. 6) A plate rating reduction of 20% has been applied for the FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 green lumber members. (lb) or less except when shown. 7) Provide mechanical connection (by others) of truss to TOP CHORD 1-26=-691/176, 2-26=-630/197, 2-27=0/488, bearing plate capable of withstanding 94 lb uplift at joint 3-27=0/524, 3-4=-167/2256, 4-28=-159/2111, 1, 144 lb uplift at joint 7 and 38 lb uplift at joint 13. 5-28=-171/2053, 5-6=-788/133, 8) This truss is designed in accordance with the 2018 6-29=-1890/275, 7-29=-1922/255 International Building Code section 2306.1 and BOT CHORD 1-30=-368/1101, 1-30=-368/1101, referenced standard ANSI/TPI 1. 1-17=-368/1101, 17-31=-188/611, 9) This truss has been designed for a moving concentrated 16-31=-188/611, 16-32=-217/415, load of 6.01b dead located at all mid panels and at all 15-32=-217/415, 14-15=-841/115, panel points along the Bottom Chord, nonconcurrent with 13-14=-841/115, 13-33=-13/672, any other live loads. 12-33=-13/672, 12-34=-11/712, 10) This truss is designed for a creep factor of 3.01, which is 34-35=-11/712, 35-36=-11/712, used to calculate the Vert(CT) deflection perANSI/TPI 1. 11-36=-11/712, 10-11=-204/1848, 10-37=-204/1848, 9-37=-204/1848, LOAD CASE(S) Standard 9-38=-207/1834, 7-38=-207/1834, 7-39=-77/676, 7-39=-77/676 Job Truss Truss Type Oty Ply P1-PL-1X BB03 Common 4 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:03:57 Page: 1 I D:XmXyuM9TC6vbEwFwAwRNNHyu3DN-kmYJaOlnO4pJfVCZAdi3uc513t3YS_njehMkOEytYuG Camber = 3/8 in Scale = 1:67.3 -1-3-0 35-9-0 7-9-4 13-8-4 16-0-14 J, 21-4-7 27-0-4 34-6-0 1-3- 7-9-4 5-11-1 2 4-9 5-3-9 5-7-13 7-5-12 1-3- 4x5= 21 ® 18 32 17 1.5x4 0 4x12n 1 5-0-0 7x8n 3x10. 3�2 8 4 3x10o 3x4 0 3 5x10> 7 6:WI : 2= W 33 16 15 34 13 35 36 37 12 11 38 10 14 14 3x4= 3x4= 6x8= 3x4n 3x4n 5x8= 1.5x4n 4x8= 39 13-9-4 4-11-12 10-6-5 13-8-4 16-0-14 21-4-7 27-0-4 34-6-0 4-11-12 5-6-9 3-2-0 5-3-9 5-7-13 7-5-12 0-0-15 2-3-10 8 3x6= Plate Offsets (X, Y): [2:0-3-9,Edge], [6:0-2-8,0-1-8], [7:0-5-0,0-3-0], [8:0-2-6,Edge], [12:0-2-12,0-2-0], [13:Edge,0-3-0], [19:0-4-4,0-2-8] Loading (psf) Spacing 2-2-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.18 10-12 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.57 10-12 >440 180 BCLL 0.0* Rep Stress Incr NO WB 0.88 Horz(CT) 0.05 8 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 173 lb FT = 20% LUMBER WEBS 13-19=0/348, 5-19=-1419/178, 6-12=0/451, TOP CHORD 2x4 DF No.2 G *Except* T1:2x4 DF 1800F 3-17=0/350, 3-16=-729/174, 7-12=-1294/219, 1.6E G or 2x4 DF No.1 &Btr G 7-10=0/299, 6-19=-2861/363, 4-14=-286/565, BOT CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G 4-16=-81/719, 4-19=-1550/265, WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 14-19=-2799/249 Stud G *Except* W9:2x6 DF No.2 G NOTES SLIDER Left 2x6 DF No.2 G-- 1-11-14 1) Unbalanced roof live loads have been considered for this BRACING design. TOP CHORD 2-0-0 oc purlins (3-8-3 max.) 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) (Switched from sheeted: Spacing > 2-0-0). Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc II; Exp C; Enclosed; MWFRS (envelope) exterior zone bracing. and C-C Exterior(2E) -1-3-7 to 2-1-15, Interior (1) 2-1-15 WEBS 1 Row at midpt 6-19 to 16-0-14, Exterior(2R) 16-0-14 to 19-6-4, Interior (1) JOINTS 1 Brace at Jt(s): 5, 19-6-4 to 35-9-7 zone; cantilever left and right exposed ; 19 end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber REACTIONS (lb/size) 2=426/0-5-8, (min. 0-1-8), DOL=1.60 plate grip DOL=1.60 8=856/0-5-8, (min. 0-1-8), 3) 80.01bAC unit load placed on the bottom chord, 18-8-10 14=2052/0-5-8, (min. 0-2-3) from left end, supported at two points, 3-0-0 apart. Max Horiz 2=-93 (LC 17) 4) This truss has been designed for a 10.0 psf bottom Max Uplift 2=-137 (LC 8), 8=-157 (LC 9), chord live load nonconcurrent with any other live loads. 14=-40 (LC 8) 5) * This truss has been designed for a live load of 20.Opsf Max Grav 2=514 (LC 25), 8=877 (LC 26), on the bottom chord in all areas where a rectangle 14=2052 (LC 1) 3-06-00 tall by 2-00-00 wide will fit between the bottom FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 chord and any other members. (lb) or less except when shown. 6) A plate rating reduction of 20% has been applied for the TOP CHORD 2-27=-532/235, 3-27=-469/174, 3-28=0/545, green lumber members. 4-28=0/584, 4-5=-188/2449, 5-29=-180/2296, 7) Provide mechanical connection (by others) of truss to 6-29=-192/2234, 6-7=-843/148, bearing plate capable of withstanding 137 lb uplift at joint 7-30=-2037/303, 8-30=-2072/280 2, 40 lb uplift at joint 14 and 157lb uplift atjoint 8. BOT CHORD 2-31=-256/667, 2-31=-256/667, 8) This truss is designed in accordance with the 2018 2-18=-256/667, 18-32=-163/455, International Building Code section 2306.1 and 17-32=-163/455, 17-33=-273/312, referenced standard ANSI/TPI 1. 16-33=-273/312, 15-16=-924/136, 9) This truss has been designed for a moving concentrated 14-15=-924/136, 14-34=-17/718, load of 6.01b dead located at all mid panels and at all 13-34=-17/718, 13-35=-16/761, panel points along the Bottom Chord, nonconcurrent with 35-36=-16/761, 36-37=-16/761, any other live loads. 12-37=-16/761, 11-12=-225/1992, 10) Graphical purlin representation does not depict the size 11-38=-225/1992, 10-38=-225/1992, or the orientation of the purlin along the top and/or 10-39=-228/1976, 8-39=-228/1976, bottom chord. 8-40=-85/729, 8-40=-85/729 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Cty Ply P1-PL-1X BB04 Common 2 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:03:58 Page: 1 ID:hW2fOYDn8cOAoM81ROp2Ooyu2OM-Cz6hnjlP9NxAHfnmkKDIQgdATGNvBXHttL5lYgytYuF -1-3-0 35-9-0 7-8-3 16-0-14 24-8-13 34-6-0 1-3- 7-8-3 8-4-10 8-7-15 9-9-3 1-34 19 5x8= 4 ox �= 4xb= 5x6= 3x10= 3x4= 3x10= 7-8-3 Camber= 1/8 in Scale = 1:67.3 8-4-10 8-7-15 9-9-3 Plate Offsets (X, Y): [21:0-3-0,0-3-0], [23:0-3-0,0-2-4], [28:0-1-11,0-0-12], [30:0-1-11,0-0-12], [33:0-1-11,0-0-12], [48:0-1-11,0-0-12], [50:0-1-11,0-0-12], [52:0-1-11,0-0-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.08 20-22 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.21 20-22 >897 180 BCLL 0.0' Rep Stress Incr YES WB 0.48 Horz(CT) 0.02 20 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 208 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-3-7 to 3-1-15, Interior (1) 3-1-15 to 17-0-14, Exterior(2R) 17-0-14 to 20-6-4, Interior (1) 20-64 to 36-9-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 TOP CHORD Structural wood sheathing directly applied or 3) Truss designed for wind loads in the plane of the truss 2-2-0 oc purlins, except end verticals. only. For studs exposed to wind (normal to the face), BOT CHORD Rigid ceiling directly applied or 6-0-0 oc see Standard Industry Gable End Details as applicable, bracing, Except: or consult qualified building designer as perANSI/TPI 1. 10-0-0 oc bracing: 22-23,20-22. 4) All plates are 1.5x4 MT20 unless otherwise indicated. WEBS 1 Row at mid t 3-20, 5-20 5) Gable studs spaced at 1-4-0 oc. MiTek recommends that Stabilizers and 6) This truss has been designed for a 10.0 psf bottom required cross bracing be installed during chord live load nonconcurrent with any other live loads. truss erection, in accordance with Stabilizer 7) ' This truss has been designed for a live load of 20.Opsf Installation guide. on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom REACTIONS All bearings 20-11-8. except 23=2-2-8 chord and any other members. (lb) - Max Horiz 23=-81 (LC 17) 8) A plate rating reduction of 20% has been applied for the Max Uplift All uplift 100 (lb) or less atjoint(s) green lumber members. 7, 9, 11, 59 except 10=-225 (LC 1), 9) Provide mechanical connection (by others) of truss to 14=-193 (LC 13), 20=-152 (LC 8), bearing plate capable of withstanding 100 lb uplift atjoint 23=-122 (LC 8) (s) 7, 11, 9, 7 except Qt=lb) 23=121, 20=151, 14=192, Max Grav All reactions 250 (lb) or less at joint 10=225. (s) 7, 10, 11, 12, 13, 15, 16, 18, 19, 10) This truss is designed in accordance with the 2018 59 except 9=437 (LC 1), 14=562 International Building Code section 2306.1 and (LC 26), 20=1303 (LC 1), 23=615 referenced standard ANSI/TPI 1. (LC 25) 11) This truss has been designed for a moving concentrated FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 load of 6.01b dead located at all mid panels and at all (lb) or less except when shown. panel points along the Bottom Chord, nonconcurrent with TOP CHORD 2-62=-864/125, 3-62=-752/147, any other live loads. 3-63=-55/444, 4-63=-35/505, 4-64=-19/496, 12) This truss is designed for a creep factor of 3.01, which is 5-64=-42/433, 2-23=-564/179 used to calculate the Vert(CT) deflection perANSI/TPI 1. BOT CHORD 23-66=-114/345, 22-66=-114/345, LOAD CASE(S) Standard 21-22=-129/784, 20-21=-129/784 WEBS 3-22=0/261, 3-20=-1269/243, 4-20=-734/165, 5-20=-348/101, 5-14=-560/196, 2-22=-32/450 NOTES 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Qty Ply P1-PL-1X BB05 Common 14 1 Job Reference (optional) Builder FirstSource, M.BRITT Camber = 5/8 in Scale = 1:65.1 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:03:58 Page: 1 ID:JGoLTXU WoFH?ahCki088n Wyu2K9-Cz6hnjlP9NxAHfnmkKDIQgdAyGNDBPlttL5lYgytYuF -1-3-0 34-0-0 7-3-4 14-3-14 20-0-0 26-6-14 32-9-0 1-3- 7-3-4 7-0-10 5-8-2 6-6-14 6-2-2 1-3-0 4x8= 11_2 4 3x4n 6x8= 4x6= 3x4= 5x8= 3x6= �V 7-3-4 13-2-4 20-0-0 26-6-14 32-9-0 7-3-4 5-11-0 6-9-12 6-6-14 6-2-2 4x8= = Plate Offsets (X, Y): [2:0-3-4,0-1-8], [11:0-3-12,0-3-0], [14:0-3-9,0-2-4] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.29 10-11 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.94 10-11 >418 180 BCLL 0.0* Rep Stress Incr YES WB 0.99 Horz(CT) 0.17 8 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 150 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G *Except* T1:2x4 DF 1800F 1.6E G or 2x4 DF No. 1&Btr G BOT CHORD 2x4 DF No.2 G *Except* B2:2x4 DF 1800F 1.6E G or 2x4 DF No.1 &Btr G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 1-5-9 to 4-8-14, Interior (1) 4-8-14 to 17-0-14, Exterior(2R) 17-0-14 to 20-4-2, Interior (1) 20-4-2 to 36-9-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 TOP CHORD Structural wood sheathing directly applied or 3) This truss has been designed for a 10.0 psf bottom 2-2-0 oc purlins, except end verticals. chord live load nonconcurrent with any other live loads. BOT CHORD Rigid ceiling directly applied or 9-2-0 oc 4) * This truss has been designed for a live load of 20.Opsf racing. on the bottom chord in all areas where a rectangle MiTek recommends that Stabilizers and 3-06-00 tall by 2-00-00 wide will fit between the bottom required cross bracing be installed during chord and any other members. truss erection, in accordance with Stabilizer 5) A plate rating reduction of 20% has been applied for the Installation guide. green lumber members. 6) Provide mechanical connection (by others) of truss to REACTIONS -1-8), (lb/size) 8=1424/0-5-8, (min. 0-1-8), ( bearing plate capable of withstanding 173 lb uplift at joint 1=1424/0-5-8, (min. 15 and 196 lb uplift at joint 8. Max Horiz 15=-82 (LC 17) 7) This truss is designed in accordance with the 2018 Max Uplift 8=-196 (LC 9), 15=-173 (LC 8) International Building Code section 2306.1 and FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 referenced standard ANSI/TPI 1. (lb) or less except when shown. 8) This truss has been designed for a moving concentrated TOP CHORD 2-19=-2816/397, 3-19=-2757/424, load of 6.01b dead located at all mid panels and at all 3-20=-2521/396, 4-20=-2457/409, panel points along the Bottom Chord, nonconcurrent with 4-21=-3394/566, 5-21=-3446/553, any other live loads. 5-6=-4477/662, 6-7=-4484/635, 9) This truss is designed for a creep factor of 3.01, which is 7-22=4433/606, 8-22=4460/589, used to calculate the Vert(CT) deflection perANSI/TPI 1. 2-15=-1376/290 LOAD CASE(S) Standard BOT CHORD 15-23=-71/260, 14-23=-71/260, 13-14=-312/2675, 12-13=-312/2675, 12-24=-237/2326, 11-24=-237/2326, 11-25=-392/3309, 10-25=-392/3309, 10-26=-538/4301, 8-26=-538/4301, 8-27=-172/1404, 8-27=-172/1404 WEBS 2-14=-315/2445, 3-14=-294/110, 3-12=457/152, 4-12=-17/316, 4-11=-220/1269, 5-11=-698/198, 5-10=-205/1117, 7-10=-408/138 NOTES 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Oty Ply P1-PL-1X BB06 Common 2 1 Job Reference (optional) Builder FirstSource, M.BRITT Camber = 5/8 in Scale = 1:63.3 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:03:59 Page: 1 ID:5A82ZSJgwdZTiyeCV19GIVyturY-g9f4?3mlwh31 upMyll kXzlANZgejw_CO5?rr46ytYuE 34-0-0 7-3-4 L 14-3-14 L 20-0-0 26-6-14 32-9-0 L L 7-3-4 7-0-10 5-8-2 6-6-14 6-2-2 1-3-0� 4x8= 11_2 3 3x4n =� 5x8= 4x6= 3x4= 7x8= 3x6= 71 -4 13-2-4 20-0-0 26-6-14 32-9-0 7-3-4 5-11-0 6-9-12 6-6-14 6-2-2 4x8= 'r 1— Plate Offsets (X, Y): [13:0-3-9,0-2-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.29 9-10 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.94 9-10 >414 180 BCLL 0.0* Rep Stress Incr YES WB 0.50 Horz(CT) 0.17 7 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 148 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G *Except* W2:2x4 DF 180OF 1.6E G or 2x4 DF No. 1&Btr G BRACING 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 2-10-13 to 6-2-1, Interior (1) 6-2-1 to 17-0-14, Exterior(2R) 17-0-14 to 20-4-2, Interior (1) 20-4-2 to 36-9-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber TOP CHORD Structural wood sheathing directly applied or DOL=1.60 plate grip DOL=1.60 2-2-0 oc purlins, except end verticals. 3) This truss has been designed for a 10.0 psf bottom BOT CHORD Rigid ceiling directly applied or 6-0-0 oc chord live load nonconcurrent with any other live loads. racing. 4) * This truss has been designed for a live load of 20.Opsf MiTek recommends that Stabilizers and on the bottom chord in all areas where a rectangle required cross bracing be installed during 3-06-00 tall by 2-00-00 wide will fit between the bottom truss erection, in accordance with Stabilizer chord and any other members. Installation guide. 5) A plate rating reduction of 20% has been applied for the REACTIONS (lb/size) 7=1426/0-5-8, (min. 0-1-8), green lumber members. 6) Provide mechanical connection (by others) of truss to 14=1335/0-5-8, (min. 0-1-8) bearing plate capable of withstanding 248 lb uplift at joint Max Horiz 14=-88 (LC 17) 14 and 318 lb uplift at joint 7. Max Uplift 7=-318 (LC 40), 14=-248 (LC 29) 7) This truss is designed in accordance with the 2018 FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 International Building Code section 2306.1 and (lb) or less except when shown. referenced standard ANSI/TPI 1. TOP CHORD 1-18=-2843/710, 2-18=-2789/534, 8) This truss has been designed for a moving concentrated 2-19=-2531/538, 3-19=-2466/476, load of 6.01b dead located at all mid panels and at all 3-20=-3346/677, 4-20=-3398/762, panel points along the Bottom Chord, nonconcurrent with 4-5=-4444/966, 5-6=-4494/1049, any other live loads. 6-21=-4444/1094, 7-21=4471/1160, 9) This truss has been designed for a total drag load of 1-14=-1277/327 1000 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) BOT CHORD 14-22=-139/260, 13-22=-257/373, Connect truss to resist drag loads along bottom chord 12-13=-401/2707, 12-23=-320/2707, from 0-0-0 to 32-9-0 for 30.5 plf. 11-23=410/2707, 11-24=-349/2333, 10) This truss is designed for a creep factor of 3.01, which is 10-24=-455/2333, 10-25=-615/3314, used to calculate the Vert(CT) deflection perANSI/TPI 1. 9-25=-802/3314, 9-26=-940/4311, LOAD CASE(S) Standard 7-26=-1019/4311, 7-27=-294/1404, 7-27=-321/1404 WEBS 2-13=-304/160, 1-13=-630/2530, 2-11=-481/228, 3-11=-52/314, 4-10=-690/197, 3-10=-208/1219, 6-9=-406/142, 4-9=-221/1123 NOTES 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Oty Ply P1-PL-1X BB07 Common 8 1 Job Reference (optional) Builder FirstSource, M.BRITT Camber = 5/8 in Scale = 1:63.3 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:03:59 Page: 1 ID:5A82ZSJgwdZTiyeCV19GIVyturY-g9f4?3mlwh31 upMyll kXzlANZgejw_CO5?rr46ytYuE 34-0-0 7-3-4 14-3-14 20-0-0 26-6-14 32-9-0 7-3-4 7-0-10 5-8-2 6-6-14 6-2-2 1-3-0� 4x8= 11_2 3 3x4n =� 5x8= 4x6= 3x4= 7x8= 3x6= 71 -4 13-2-4 20-0-0 26-6-14 32-9-0 7-3-4 5-11-0 6-9-12 6-6-14 6-2-2 4x8= 'r 1— Plate Offsets (X, Y): [13:0-3-9,0-2-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.29 9-10 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.94 9-10 >414 180 BCLL 0.0* Rep Stress Incr YES WB 0.50 Horz(CT) 0.17 7 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 148 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G *Except* W2:2x4 DF 180OF 1.6E G or 2x4 DF No. 1&Btr G BRACING 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 2-10-13 to 6-2-1, Interior (1) 6-2-1 to 17-0-14, Exterior(2R) 17-0-14 to 20-4-2, Interior (1) 20-4-2 to 36-9-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber TOP CHORD Structural wood sheathing directly applied or DOL=1.60 plate grip DOL=1.60 2-2-0 oc purlins, except end verticals. 3) This truss has been designed for a 10.0 psf bottom BOT CHORD Rigid ceiling directly applied or 8-6-6 oc chord live load nonconcurrent with any other live loads. racing. 4) * This truss has been designed for a live load of 20.Opsf MiTek recommends that Stabilizers and on the bottom chord in all areas where a rectangle required cross bracing be installed during 3-06-00 tall by 2-00-00 wide will fit between the bottom truss erection, in accordance with Stabilizer chord and any other members. Installation guide. 5) A plate rating reduction of 20% has been applied for the REACTIONS (lb/size) 7=1426/0-5-8, (min. 0-1-8), 6) green lumber members. Provide mechanical connection (by others) of truss to 14=1335/0-5-8, (min. 0-1-8) bearing plate capable of withstanding 125 lb uplift at joint Max Horiz 14=-88 (LC 17) 14 and 196 lb uplift at joint 7. Max Uplift 7=-196 (LC 9), 14=-125 (LC 8) 7) This truss is designed in accordance with the 2018 FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 International Building Code section 2306.1 and (lb) or less except when shown. referenced standard ANSI/TPI 1. TOP CHORD 1-18=-2843/410, 2-18=-2789/427, 8) This truss has been designed for a moving concentrated 2-19=-2531/397, 3-19=-2466/419, load of 6.01b dead located at all mid panels and at all 3-20=-3346/562, 4-20=-3398/548, panel points along the Bottom Chord, nonconcurrent with 4-5=-4444/668, 5-6=-4494/644, any other live loads. 6-21=-4444/612, 7-21=-4471/595, 9) This truss is designed for a creep factor of 3.01, which is 1-14=-1277/226 used to calculate the Vert(CT) deflection perANSI/TPI 1. BOT CHORD 12-13=-317/2707, 12-23=-317/2707, LOAD CASE(S) Standard 11 -23=-317/2707, 11-24=-244/2333, 10-24=-244/2333, 10-25=-401/3314, 9-25=-401/3314, 9-26=-543/4311, 7-26=-543/4311, 7-27=-174/1404, 7-27=-174/1404 WEBS 2-13=-304/114, 1-13=-341/2530, 2-11=-481/155, 3-11=-20/314, 4-10=-690/194, 3-10=-208/1219, 6-9=-406/138, 4-9=-201/1123 NOTES 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Oty Ply P1-PL-1X BB08 Common 2 1 Job Reference (optional) Builder FirstSource, M.BRITT Camber = 3/16 in Scale = 1:63.3 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:03:59 Page: 1 ID:xVj M01 uUFSJknVVpsiZWSytupK-g9f4?3mlwh31 upMyll kXzlAPggn_wz705?rr46ytYuE 34-0-0 7-3-4 14-3-14 20-0-0 26-6-14 32-9-0 7-3-4 7-0-10 5-8-2 6-6-14 6-2-2 1-3-0 F2 4x8= 3 3X911 4x8= 3x6= 3x4= 5x6= 3x6= 3x4= I 71 -4 13-2-4 20-0-0 26-6-14 J, 32-9-0 7-3-4 5-11-0 6-9-12 6-6-14 6-2-2 'r lm Plate Offsets (X, Y): [1:0-2-12,0-1-8], [10:0-3-0,0-3-0], [13:0-3-9,0-2-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.09 11-13 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.30 10-11 >999 180 BCLL 0.0* Rep Stress Incr NO WB 0.57 Horz(CT) 0.07 9 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 148 lb FT = 20% LUMBER TOP CHORD 2x4 DF N0.2 G *Except* T1:2x4 DF 1800F 1.6E G or 2x4 DF No.1 &Btr G BOT CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G *Except* W2:2x4 DF 1800F 1.6E G or 2x4 DF No. 1&Btr G BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at mid t 4-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 6-3-15. except 14=0-5-8 (lb) - Max Horiz 14=-88 (LC 17) Max Uplift All uplift 100 (lb) or less at joint(s) except 7=-140 (LC 32), 9=-262 (LC 32), 14=-260 (LC 29), 15=-140 (LC 32) Max Grav All reactions 250 (lb) or less at joint (s) 7, 15 except 9=1496 (LC 1), 14=1052 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-2123/665, 2-18=-2069/489, 2-19=-1658/483, 3-19=-1593/369, 3-20=-1576/379, 4-20=-1627/400, 4-5=-103/343, 5-6=-102/251, 6-21=-224/348, 7-21=-306/437, 1-14=-996/310 BOT CHORD 14-22=-138/254, 13-22=-255/368, 12-13=-358/2009, 12-23=-267/2009, 11-23=-268/2009, 11-24=-16711467, 10-24=-278/1467, 10-25=-250/1527, 9-25=-437/1527, 9-26=-313/202, 7-26=-452/342 WEBS 1-13=-587/1841, 2-11=-587/241, 3-11=-59/376, 6-9=463/144, 4-9=-2018/503 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 2-10-13 to 6-2-1, Interior (1) 6-2-1 to 17-0-14, Exterior(2R) 17-0-14 to 20-4-2, Interior (1) 20-4-2 to 36-9-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 259 lb uplift at joint 14, 139 lb uplift at joint 7, 262 lb uplift at joint 9 and 139 lb uplift at joint 7. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) This truss has been designed for a total drag load of 1000 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 32-9-0 for 30.5 plf. 10) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply P1-PL-1X BB09 Common 18 1 Job Reference (optional) Builder FirstSource, KBRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:04:00 Page: 1 I D: DOOD7cP99mbj69mmH?dXUytuVT-9LDSCPnfh?BuWyx8rlFmVFja144ufLSAKfaOcZytYuD 7-34 14-3-14 20-0-0 26-6-14 1, 29-5-0 0-8. 7-34 7-0-10 5-8-2 6-6-14 2-10-2 1-3-0 4x8= 312 3 17 18 4x5* 3x4 0 4 1.5x4 n 2 3x4* 6x8, 16 5 3x10; 1 3 7 6 19 7 8 1-1-1 5 9 5 9n 1A 1391 19 99 11 93 1n 9d 3x4n 4x8= 3x6= 3x4= 6x8= 4x12= 2x4n 7-3-4 13-2-4 20-0-0 26-6-14 29-5-0 7-34 5-11-0 6-9-12 6-6-14 2-10-2 Camber = 5/16 in Scale = 1:56.5 Plate Offsets (X, Y): [7:0-3-5,0-1-8], [10:0-3-12,0-2-0], [14:0-3-9,0-2-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.12 12-14 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.41 11-12 >854 180 BCLL 0.0* Rep Stress Incr YES WB 0.82 Horz(CT) 0.10 9 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 143 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G *Except* W2:2x4 DF 180OF 1.6E G or 2x4 DF No. 1&Btr G BRACING 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 2-10-13 to 5-10-13, Interior (1) 5-10-13 to 17-0-14, Exterior(2R) 17-0-14 to 20-0-14, Interior (1) 20-0-14 to 33-5-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; TOP CHORD Structural wood sheathing directly applied or Lumber DOL=1.60 plate grip DOL=1.60 3-1-7 oc purlins, except end verticals. 3) This truss has been designed for a 10.0 psf bottom BOT CHORD Rigid ceiling directly applied or 10-0-0 oc chord live load nonconcurrent with any other live loads. racing. 4) * This truss has been designed for a live load of 20.Opsf MiTek recommends that Stabilizers and on the bottom chord in all areas where a rectangle required cross bracing be installed during 3-06-00 tall by 2-00-00 wide will fit between the bottom truss erection, in accordance with Stabilizer chord and any other members. Installation guide. 5) A plate rating reduction of 20% has been applied for the green lumber members. REACTIONS (lb/size) 9=1294/0-5-8, (min. 0-1-8), 6) Provide mechanical connection (by others) of truss to 15=1192/0-5-8, (min. 0-1-8) bearing plate capable of withstanding 122 Ib uplift atjoint Max Horiz 15=44 (LC 13) 15 and 175 lb uplift at joint 9. Max Uplift 9=-175 (LC 9), 15=-122 (LC 8) 7) This truss is designed in accordance with the 2018 FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 International Building Code section 2306.1 and (lb) or less except when shown. referenced standard ANSI/TPI 1. TOP CHORD 1-16=-2479/357, 2-16=-2427/374, 8) This truss has been designed for a moving concentrated 2-17=-2089/334, 3-17=-2022/356, load of 6.01b dead located at all mid panels and at all 3-18=-2458/439, 4-18=-2510/427, panel points along the Bottom Chord, nonconcurrent with 4-5=-1982/336, 5-6=-2033/312, any other live loads. 6-19=-1956/285, 7-19=-1996/280, 9) This truss is designed for a creep factor of 3.01, which is 7-9=-1268/241, 1-15=-1135/205 used to calculate the Vert(CT) deflection perANSI/TPI 1. BOT CHORD 13-14=-307/2354, 13-21=-307/2354, LOAD CASE(S) Standard 12-21=-307/2354, 12-22=-214/1894, 11 -22=-214/1894, 11-23=-292/2418, 10-23=-292/2418 WEBS 1-14=-292/2182, 2-12=-534/154, 3-12=-20/343, 4-11=-372/157, 3-11=-150/723, 6-10=-335/118, 4-10=-551/70, 7-10=-264/2008 NOTES 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Qty Ply P1-PL-1X BB10 Common Supported Gable 1 1 Job Reference (optional) Builder FirstSource, KBRITT a 1 4 4 4-3-9 4-3-9 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:04:01 Page: 1 I D:sU4jvZmOzr1 L3Hkk2x_D 1 syttt_-dYngQloHSIJI86WLPSm?2SFnzU UjOnDJZJKy9?ytYuC 9-7-9 14-3-14 19-0-2 5-4-0 4-8-4 4-8-4 4x6= 5x6 0 12 24-4-2 29-5-0 5-4-0 5-0-14 .lO..SllllO..11lllll..11lllll..SllllO..11lll.Sl.011lllll..SllllO..SllllO..11lll.I.SSSSI.I.I.I.SI.SI.I.I.I.I..11llllO..11lllll..SllllO.I.SSSI.I.IO..SI.I.! 53 48 54 47 55 46 56 45 57 44 58 43 59 4211 40 60 39 61 38 62 37 63 36 64 35 65 3433 32 66 31 67 30 68 29 69 28 70 27 71 6x16n 1.5x4n 3x4= 1.5x4n 1.5x4n 1.5x4n 1.5x4 n 3x 10 a 1.5x4 n 7x8= 3x10n 7x8= 1.5x4n 1.5x4n 1.5x4 n 7x8= 3x4= 6x8= 7x8= 6x8= 3x10n 1.5x4u 3x10n 12x14= 1-7-9 5-7-9 10-11-9 17-8-2 23-0-2 27-0-2 29-5-0 1-7-9 4-0-0 54-0 6-8-9 54-0 4-0-0 2-4-14 Scale = 1:57.1 Plate Offsets (X, Y): [22:0-3-0,0-2-0], [26:0-3-8,0-10-12], [27:0-3-9,0-3-0], [30:0-3-9,0-3-8], [35:0-3-9,0-3-0], [40:0-3-9,0-3-8], [45:0-3-9,0-3-8], [48:0-3-9,0-3-8], [49:0-10-15,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.29 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.85 Horz(CT) 0.02 38 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 197 lb FT = 20% LUMBER TOP CHORD 1-49=-1757/1749, 1-2=-2015/1999, 1) Unbalanced roof live loads have been considered for this TOP CHORD 2x6 DF No.2 G *Except* T3:2x4 DF No.2 G 2-3=-1571/1575, 3-4=-1318/1336, design. BOT CHORD 2x4 DF No.2 G 4-5=-2063/2084, 5-6=-1772/1809, 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) WEBS 2x4 DF No.2 G *Except* W4,W5,W2:2x4 DF 6-7=-1371/1416, 7-8=-1128/1175, Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. No.2 G or 2x4 DF Std G or 2x4 DF Stud G 8-9=-1201/1258, 9-50=-921/982, II; Exp C; Enclosed; MWFRS (envelope) exterior zone OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 10-50=-828/893, 10-11=-576/640, and C-C Exterior(2E) 2-10-13 to 5-8-9, Interior (1) 5-8-9 Stud G *Except* ST3:2x4 DF No.2 G 11-12=-233/300, 13-14=-506/571, to 17-0-14, Exterior 2R 17-0-14 to 20-0-14, Interior 1 ( ) ( ) BRACING 4-51=-758/820, 15-51 =-852/91 0, 11 20-0-14 to 33-5-7 zone; cantilever left and right 16-17=-1049/1089, exposed ; end vertical left and right exposed;C-C for TOP CHORD Structural wood sheathing directly applied or 17-18=-1291/1325, 18-19=-1689/1715, members and forces & MWFRS for reactions shown; 4-4-6 oc purlins, except end verticals. 19-20=-1965/1986, 20-21=-1140/1156, Lumber DOL=1.60 plate grip DOL=1.60 BOT CHORD Rigid ceiling directly applied or 4-10-10 oc 21-22=-1091/1111, 22-23=-1392/1402, 3) Truss designed for wind loads in the plane of the truss racing. 23-52=-1608/1502, 24-52=-2031/2013, only. For studs exposed to wind (normal to the face), MiTek recommends that Stabilizers and 24-26=-1329/1356 see Standard Industry Gable End Details as applicable, required cross bracing be installed during BOT CHORD 48-53=-303/325, 48-54=-1549/1583, or consult qualified building designer as perANSI/TPI 1. truss erection, in accordance with Stabilizer 47-54=-1384/1418, 47-55=-1185/1252, 4) All plates are 2x4 MT20 unless otherwise indicated. Installation guide. 46-55=-1053/1087, 46-56=-887/921, 5) Gable requires continuous bottom chord bearing. 45-56=-590/756, 45-57=-1694/1738, 6) Gable studs spaced at 1-4-0 oc. REACTIONS All bearings 29-5-0. 44-57=-1529/1567, 44-58=-1364/1407, 7) This truss has been designed for a 10.0 psf bottom (lb) - Max Horiz 49=43 (LC 39) 43-58=-1197/1242, 43-59=-1033/1077, chord live load nonconcurrent with any other live loads. Max Uplift All uplift 100 (lb) or less atjoint(s) 42-59=-867/911, 41-42=-702/746, 8) * This truss has been designed for a live load of 20.Opsf 36, 38, 39 except 26=-1331 (LC 4041=-536/581, 40-60=-877/914, on the bottom chord in all areas where a rectangle 32), 27=-990 (LC 39), 28=-378 (LC 39-60=-711/748, 39-61=-546/583, 3-06-00 tall by 2-00-00 wide will fit between the bottom 32), 29=-1779 (LC 32), 30=-1662 38-61=-249/285, 38-62=-216/252, chord and any other members. (LC 39), 31=-135 (LC 39), 32=-265 36-63=-479/516, 36-64=-644/681, 9) A plate rating reduction of 20% has been applied for the (LC 32), 34=-1018 (LC 32), 35-64=-810/847, 35-65=461/498, green lumber members. 35=-1076 (LC 39), 40=-1055 (LC 34-65=-626/664, 33-34=-659/697, 10) Provide mechanical connection (by others) of truss to 38), 42=-999 (LC 29), 43=-260 (LC 32-33=-957/995, 32-66=-1121/1160, bearing plate capable of withstanding 100 lb uplift atjoint 29), 44=-129 (LC 38), 45=-1549 31-66=-1288/1325, 31-67=-1453/1486, (s) 38, 39, 36 except Qt=lb) 49=1779, 26=1331, (LC 38), 46=-1642 (LC 29), 30-67=-1619/1656, 30-68=-421/580, 40=1054, 42=998, 43=260, 44=129, 45=1548, 46=1641, 47=-283 (LC 29), 48=-1398 (LC 29-68=-718/746, 29-69=-884/911, 47=283, 48=1397, 35=1075, 34=1017, 32=264, 31=134, 38), 49=-1779 (LC 39) 28-69=-1016/1076, 28-70=-1215/1242, 30=1661, 29=1779, 28=378, 27=989. Max Grav All reactions 250 (lb) or less at joint 27-70=-1380/1407, 27-71=-478/494 11) This truss is designed in accordance with the 2018 (s) 31, 36, 37, 38, 39, 44 except WEBS 9-40=-291/267, 8-42=-1033/1009, International Building Code section 2306.1 and 26=1365 (LC 49), 27=1032 (LC 7-43=-297/271, 5-45=-296/269, referenced standard ANSI/TPI 1. 50), 28=409 (LC 49), 29=1835 (LC 4-46=-1687/1656, 3-47=-306/279, 12) This truss has been designed for a moving concentrated 49), 30=1679 (LC 50), 32=303 (LC 15-35=-295/269, 16-34=-1054/1030, load of 6.01b dead located at all mid panels and at all 49), 34=1062 (LC 49), 35=1102 17-32=-302/275, 19-30=-312/285, panel points along the Bottom Chord, nonconcurrent with (LC 50), 40=1083 (LC 49), 20-29=-1827/1798, 21-28=-393/373, any other live loads. 42=1042 (LC 50), 43=299 (LC 50), 23-27=-274/233, 20-30=-2266/2276, 13) This truss has been designed for a total drag load of 45=1569 (LC 49), 46=1695 (LC 4-45=-2117/2123, 16-35=-1400/1399, 7300 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) 50), 47=321 (LC 50), 48=1419 (LC 8-40=-1377/1373, 24-27=-1997/2013, Connect truss to resist drag loads along bottom chord 49), 49=1802 (LC 46) 1-48=-2219/2224 from 0-0-0 to 29-5-0 for 248.2 plf. FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 NOTES 14) This truss is designed for a creep factor of 3.01, which is (lb) or less except when shown. used to calculate the Vert(CT) deflection perANSI/TPI 1. Continued on page 2 Job Truss Truss Type Qty Ply P1-PL-1X BB10 Common Supported Gable 1 1 Job Reference (optional) Builder FirstSource, M.BRITT LOAD CASE(S) Standard Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:04:01 Page: 2 I D:sU4jvZmOzr1 L3Hkk2x_D 1 syttt_-dYngQloHSIJI86WLPSm?2SFnzU UjOnDJZJKy9?ytYuC Job Truss Truss Type Cty Ply P1-PL-1X BB11 Common 5 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:04:03 Page: 1 I D:xrJ4j924GwvTrQM iwU QgSlyu2pi-Zwvaq RpX_wZTNQFXtpT7tLOQ HO Usg ncOd p2DtytYuA -1-3-0 36-9-0 8-8-3 14-1%4 17-0-14 25-8-13 35-6-0 1-3- 8-8-3 6-2-0 2-2-10 8-7-15 9-9-3 1-3- 5x8= 12 1.5x4u 6 4x6n 1.5x4ii 3xb= 3x10= 3x6= 3x6= 1.5x4,. 3x10= 14-10-4 [ 7-61 14-9-4 21-3-12 27-10-4 35-6-0 7-6-6 7-2-13 6-5-9 6-6-8 7-7-12 0-1-0 Camber = 5/16 in Scale = 1:68.5 MIS Plate Offsets (X, Y): [2:0-4-5,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.15 11-23 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.46 11-23 >537 180 BCLL 0.0' Rep Stress Incr YES WB 0.91 Horz(CT) 0.05 2 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 150 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G SLIDER Left 2x4 DF Stud or No.2 or Std G-- 1-11-14 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc racing. 3) MiTek recommends that Stabilizers and required cross bracing be installed during 4) truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=470/0-5-8, (min. 0-1-8), 5) 9=771/0-5-8, (min. 0-1-8), 14=1844/0-5-8, (min. 0-1-15) 6) Max Horiz 2=-87 (LC 13) Max Uplift 2=-136 (LC 8), 9=-156 (LC 9), 14=-106 (LC 9) 7) Max Grav 2=560 (LC 25), 9=779 (LC 26), 14=1844 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 8) (lb) or less except when shown. TOP CHORD 3-24=-680/179, 4-24=-634/208, 4-25=-26/771, 5-25=-6/862, 5-6=0/846, 6-26=-356/155, 7-26=-440/140, 9) 7-8=-1514/282, 8-27=-1583/262, 9-27=-1642/252 L NOTES O Unbalanced roof live loads have been considered for this design. Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-3-7 to 2-3-3, Interior (1) 2-3-3 to 17-0-14, Exterior(2R) 17-0-14 to 20-7-7, Interior (1) 20-7-7 to 36-9-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. A plate rating reduction of 20% has been applied for the green lumber members. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 136 lb uplift at joint 2, 106 lb uplift at joint 14 and 156 lb uplift at joint 9. This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. This truss has been designed for a moving concentrated load of 6.Olb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. AD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PL-1X BB12 Common 3 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:04:04 Page: 1 ID:CgNAp_SrgAxgAX?ZOXaUndyu2t2-17Tz2ngAIDhJ?aEv4bKig5tGOhR6b9SlFHYclKytYu9 Camber = 3/8 in Scale = 1:68.5 -1-3-0 36-9-0 8-9-4 14-8-4 17-0-14 22-4-7 28-0 43 35-6-0 1-3- 8-9 4 5-11-1 2-4-9 5-3-9 5-7-13 7-5-12 1-3- 3x4= 27 01 11 5-0-0 6x8= 3x10o 5 3�2 4 i 3x10o 3x4 c /�� 296 3 5x10o 7 30 408 18 32 17 33 16 15 4 34 13 35 36 37 12 11 38 10 39 1.5x4o 3x4= 3x6= 6x8= 3x4n 3x4n 1.5x4n 4x6n 4x6= 3x6= 5x8= 4x6= 14-94 5-11-12 11-6-5 14-8-4 17-0-14 22-4-7 28-0 4 35-6-0 5-11-12 5-6-9 3-2-0 5-3-9 5-7 -13 7-5-12 0-0-15 2-3-10 Plate Offsets (X, Y): [2:0-1-15,0-1-2], [6:0-2-8,0-1-8], [7:0-5-0,0-3-0], [12:0-24,0-2-0], [13:Edge,0-3-0], [19:0-4-12,0-2-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.16 10-12 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.53 10-12 >475 180 BCLL 0.0' Rep Stress Incr YES WB 0.82 Horz(CT) 0.05 8 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 174 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G `Except' W8:2x6 DF No.2 G SLIDER Left 2x4 DF Stud or No.2 or Std G-- 1-11-14 BRACING WEBS 13-19=0/323, 5-19=-1330/167, 3-17=0/370, 3-16=-754/183, 7-10=0/276, 6-19=-2649/326, 4-14=-276/523, 4-16=-89/714, 4-19=-1433/240, 14-19=-2608/226, 6-12=0/420, 7-12=-1195/202 NOTES 1) Unbalanced roof live loads have been considered for this d TOP CHORD Structural wood sheathing directly applied or 2) eslgn. Wind: ASCE 7-16; VuIt=11Omph (3-second gust) BOT CHORD 3-11-2 oc purlins. Rigid ceiling directly applied or 6-0-0 oc Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. bracing. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone WEBS 1 Row at mid t 6-19 and C-C Exterior(2E) -1-3-7 to 2-3-3, Interior (1) 2-3-3 to 17-0-14, Exterior(2R) 17-0-14 to 20-7-7, Interior (1) MiTek recommends that Stabilizers and 20-7-7 to 36-9-7 zone; cantilever left and right exposed ; required cross bracing be installed during end vertical left and right exposed;C-C for members and truss erection, in accordance with Stabilizer forces & MWFRS for reactions shown; Lumber Installation guide. DOL=1.60 plate grip DOL=1.60 REACTIONS (lb/size) 2=448/1-5-8, (min. 0-1-8), 3) 80.01bAC unit load placed on the bottom chord, 19-8-10 8=789/0-5-8, (min. 0-1-8), from left end, supported at two points, 3-0-0 apart. 14=1929/0-5-8, (min. 0-2-1) 4) This truss has been designed for a 10.0 psf bottom Max Horiz 2=-87 (LC 13) chord live load nonconcurrent with any other live loads. ' Max Uplift 2=-131 (LC 8), 8=-144 (LC 9), 5) This truss has been designed for a live load of 20.Opsf 14=-42 (LC 8) on the bottom chord in all areas where a rectangle Max Grav 2 =523 (LC 25), 8=811 (LC 26), (L 3-06-00 tall by 2-00-00 wide will fit between the bottom 1523 (LC 1) chord and any other members. 6) A plate rating reduction of 20% has been applied for the FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 green lumber members. (lb) or less except when shown. 7) Provide mechanical connection (by others) of truss to TOP CHORD 2-27=-630/154, 3-27=-569/183, 3-28=0/497, bearing plate capable of withstanding 131 lb uplift at joint 4-28=0/533, 4-5=-169/2281, 5-29=-159/2135, 2, 144 lb uplift at joint 8 and 42 lb uplift at joint 14. 6-29=-171/2076, 6-7=-781/134, 8) This truss is designed in accordance with the 2018 7-30=-1884/276, 8-30=-1916/255 International Building Code section 2306.1 and BOT CHORD 2-31=-339/971, 2-31 =-339/97 1, referenced standard ANSI/TPI 1. 2-18=-339/971, 18-32=-174/552, 9) This truss has been designed for a moving concentrated 17-32=-174/552, 17-33=-229/370, load of 6.01b dead located at all mid panels and at all 16-33=-229/370, 15-16=-873/131, panel points along the Bottom Chord, nonconcurrent with 14-15=-873/131, 14-34=-13/666, any other live loads. 13-34=-13/666, 13-35=-11/706, 10) This truss is designed for a creep factor of 3.01, which is 35-36=-11/706, 36-37=-11/706, used to calculate the Vert(CT) deflection perANSI/TPI 1. 12-37=-11/706, 11-12=-204/1842, LOAD CASE(S) Standard 11-38=-204/1842, 10-38=-204/1842, 10-39=-207/1828, 8-39=-207/1828, 8-40=-77/674, 8-40=-77/674 Job Truss Truss Type Cty Ply P1-PL-1X BB13 Common Supported Gable 1 1 Job Reference (optional) Builder FirstSource, KBRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:04:04 Page: 1 ID:DXyt67gJ4b971H8JsQoU U Wyu7j-17Tz2ngAIDhJ?aEv4bKig5tF4hSgb9SIFHYclKytYu9 -1-3-0 36-9-0 [ [ 17-0-14 24-0-10 27-8-14 I, 35-6-0 [ 1-3- 17-0-14 6-11-13 3-8-3 7-9-2 1-3- 2x4n 2x4n 2x4u 2x4n 2A 5x8= 2x4n 2A 3F2 2A 2x411 15 16 17 2x4n 7x8c 2x4n 1�5 14 18 6f 9 2x4n 6x8o 2x4n 2x4n 12 20 11 21 2� 2x4n � 5x8� 8 9 8 10 S 1 S 1 S 1 S 1 S 1 S 22 2324 2x4n 3x6, N � 6 7 S 1 S S S 25 26 4x8a 08 3 45 S S S S S S 1 S S S S 297 0-8 or 1 52 11 S 9Q28 2� III 3 6951705071497248734774467545764437427841 5379 40803981388237838584348533863287318830 89 5x6= 3x6= 6x8= 3x6n 3x6n 7x8= 3x6= 3x6n 3x6= 3x10u 14-5-1 264-14 35-6-0 14-5-1 11-11-13 9-1-2 Scale = 1:68.5 Plate Offsets (X, Y): [2:0-2-1,0-2-9], [5:0-4-0,0-1-15], [21:0-0-1,0-2-8], [27:0-4-0,Edge], [33:0-3-9,0-3-8], [36:0-2-2,0-1-8], [43:0-2-7,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.52 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.82 Horz(CT) 0.03 40 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 216 lb FT = 20% LUMBER TOP CHORD 2-3=-1148/1109, 3-4=-2517/2486, WEBS 41-53=-154211568, 52-53=-1512/1538, TOP CHORD 2x6 DF No.2 G *Except* T1:2x4 DF No.2 G 4-5=-2216/2195, 5-6=-2185/2166, 52-54=-1478/1508, 54-55=-1510/1533, BOT CHORD 2x4 DF No.2 G 6-7=-1981/1972, 7-8=-1692/1700, 55-56=-1496/1523, 56-57=-1503/1529, WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 8-9=-1400/1423, 9-10=-1123/1148, 21-57=-1607/1635, 6-50=-253/227, Stud G 10-11 =-845/873,11-12=-568/599, 4-51=-708/680, 17-54=-349/270, OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 12-13=-288/318, 14-65=-364/438, 40-54=-481/380, 20-57=-307/273, Stud G 14-15=-638/692, 15-16=-918/989, 21-35=-702/664, 22-34=-255/226, SLIDER Left 2x4 DF Stud or No.2 or Std G-- 1-11-14 16-17=-1203/1254, 17-18=-1503/1560, 23-33=-271/243, 24-32=-1642/1614, 1 8-66=-1572/1597,19-66=-1801/1846, 25-31=-347/398, 26-30=-384/226, BRACING 19-20=-2091/2128,20-21=-2336/2366, 24-33=-2141/2142 TOP CHORD Structural wood sheathing directly applied or 21-22=-1226/1264, 22-23=-1456/1487, NOTES 3-8-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-11-6 oc 23-24=-1682/1706, 24-25=-820/832, 25-26=-1043/1026, 26-27=-1538/1152, 1) Unbalanced roof live loads have been considered for this bracing. 27-67=-1627/1556, 28-67=-1857/1865 design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) JOINTS 1 Brace at Jt(s): 52, BOT CHORD 2-68=-2624/2695, 2-68=-2465/2536, Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 55 2-69=-2445/2516, 51-69=-2179/2250, II; Exp C; Enclosed; MWFRS (envelope) exterior zone REACTIONS All bearings 35-6-0. 51-70=-2150/2221, 50-70=-2013/2084, and C-C Exterior(2E) -1-3-7 to 2-4-14, Interior (1) 2-4-14 (lb) - Max Horiz 2=-85 (LC 39), 58=-85 (LC 39) 50-71=-1876/1947, 49-71=-1739/1810, to 17-0-14, Exterior(2R) 17-0-14 to 20-7-7, Interior (1) Max Uplift All uplift 100 (lb) or less atjoint(s) 49-72=-1602/1645, 48-72=-1457/1535, 20-7-7 to 36-9-7 zone; cantilever left and right exposed ; 37, 38, 42, 44, 45, 46, 47, 48, 49 48-73=-1327/1398, 47-73=-1190/1152, end vertical left and right exposed;C-C for members and except 2=-1169 (LC 29), 28=-580 47-74=-1053/1124, 46-74=-806/987, forces & MWFRS for reactions shown; Lumber (LC 32), 30=-235 (LC 39), 31=-422 46-75=-779/850, 45-75=-639/708, DOL=1.60 plate grip DOL=1.60 (LC 50), 32=-1592 (LC 32), 45-76=-505/576, 44-76=-258/329, 3) Truss designed for wind loads in the plane of the truss 33=-1547 (LC 39), 34=-215 (LC 4344=-231/302, 42-78=-180/251, only. For studs exposed to wind (normal to the face), 32), 35=-652 (LC 32), 39=-134 (LC 41-78=-317/388, 41-79=-1124/1170, see Standard Industry Gable End Details as applicable, 40), 40=-338 (LC 29), 41=-596 (LC 40-79=-713/759, 40-80=-302/348, or consult qualified building designer as perANSI/TPI 1. 29), 50=-258 (LC 29), 51=-774 (LC 38-81=-234/280, 38-82=-261/307, 4) All plates are 1.5x4 MT20 unless otherwise indicated. 38), 58=-1169 (LC 29), 62=-580 37-82=-508/554, 37-83=-642/687, 5) Gable requires continuous bottom chord bearing. (LC 32) 36-83=-645/691, 35-36=-782/828, 6) Gable studs spaced at 1-4-0 oc. Max Grav All reactions 250 (lb) or less at joint 35-84=-837/994, 34-84=-1084/1131, 7) This truss has been designed fora 10.0 psf bottom (s) 37, 38, 39, 42, 44, 45, 46, 47, 34-85=-1221/1269, 33-85=-1358/1406, chord live load nonconcurrent with any other live loads. 48, 49 except 2=1224 (LC 50), 33-86=-268/304, 32-86=-409/450, 8) * This truss has been designed for a live load of 20.Opsf 28=632 (LC 49), 30=492 (LC 54), 32-87=-546/587, 31-87=-683/715, on the bottom chord in all areas where a rectangle 31=376 (LC 39), 32=1655 (LC 49), 31-88=-820/861, 30-88=-957/998,30-89=-1368/1403, 3-06-00 tall by 2-00-00 wide will fit between the bottom 33=1570 (LC 50), 34=256 (LC 49), 28-89=-1774/1819, 3, 28-8-644/7 4/ chord and any other members. 35=704 (LC 49), 40=506 (LC 50), 28-90=-463/536, 9) A plate rating reduction of 20 /o has been applied for the 41=712 (LC 50), 50=293 (LC 50), green lumber members. 51=807 (LC 49), 58=1224 (LC 50), 10) Provide mechanical connection (by others) of truss to 62=632 (LC 49) bearing plate capable of withstanding 100 lb uplift at joint FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (s) 42, 44, 45, 46, 47, 48, 49, 38, 37 except Qt=lb) (lb) or less except when shown. 2=1169, 28=580, 41=595, 50=257, 51=773, 40=337, 39=133, 35=651, 34=214, 33=1547, 32=1592, 31=422, 30=235, 2=1169, 28=580. Continued on page 2 Job Truss Truss Type Qty Ply P1-PL-1X BB13 Common Supported Gable 1 1 Job Reference (optional) Builder FirstSource, M.BRITT 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total drag load of 7300 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 35-6-0 for 205.6 plf. 14) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:04:04 Page: 2 ID:DXyt67gJ4b971H8JsQoU U Wyu7j-17Tz2ngAIDhJ?aEv4bKig5tF4hSgb9SIFHYclKytYu9 Job Truss Truss Type Cty Ply P1-PL-1X BB14 Common Supported Gable 1 1 Job Reference (optional) Builder FirstSource, M.BRITT 5x6 c 3x10n 7x8 e °1 4x5n 3 514 v 1 2 50 S S Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:04:06 Page: 1 ID:sU4jvZmOzr1 L3Hkk2x_D1syttt_-zVbjTSsQHrx1 EtOICOMAIVzZtV8033Z2ib1jgCytYu7 5x6= 2x4n 2x4n 2x4n 312 2x4 n 2x4 n 12 2x4 u 2x4n 0 2x4n 9 52 11 13 143 2x4n 2x4n 6 7 8 15 5 s� 3x6 n 3x4= 3x10n 3x10n 7x8= 6x8= 2x4 n 2x4u 16 2x4n 2x4n 4x6e 17 18 2x4n 19 20 7x8, S 212S23 4x6n S S S T I 24 25 61 26 �� 1-1-15I 3x4= 7x8= 4x5n 5x8n 21 -14 4-11-14 J, 24-11-14 29-5-0 L 2-3-14 2-8-0 20-0-0 4-5-2 Scale = 1:65.6 Plate Offsets (X, Y): [2:0-4-0,0-4-4], [4:0-3-0,0-1-12], [21:0-4-0,0-2-8], [22:0-3-0,Edge], [24:0-3-0,0-1-13], [26:Edge, 0-3-9], [29:0-2-8,0-3-4], [46:0-3-9,0-3-8], [48:0-3-9,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.45 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.78 Horz(CT) 0.03 38 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 186 lb FT = 20% LUMBER TOP CHORD TOP CHORD 2x6 DF No.2 G *Except* T3:2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G *Except* W5:2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G *Except* ST3,ST13:2x4 DF No.2 G BRACING TOP CHORD Structural wood sheathing directly applied or 4-4-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-10-12 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during BOT CHORD truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 29-5-0. (lb) - Max Horiz 50=43 (LC 13) Max Uplift All uplift 100 (lb) or less atjoint(s) 27, 31, 32, 33, 35, 36, 37, 38, 39, 40, 41, 43, 44, 45 except 26=-370 (LC 32), 28=-3814 (LC 32), 29=-3190 (LC 39), 30=-127 (LC 39), 46=-1888 (LC 38), 47=-1991 (LC 29), 48=-1300 (LC 38), 49=-1539 (LC 39), 50=-620 (LC 39) Max Grav All reactions 250 (lb) or less at joint (s) 27, 30, 31, 32, 33, 35, 36, 37, 38, 39, 40, 41, 43, 44, 45 except 26=383 (LC 49), 28=3889 (LC 49), 29=3186 (LC 50), 46=1908 (LC 49), 47=2044 (LC 50), 48=1320 (LC 49), 49=1585 (LC 50), 50=627 WEBS (LC 46) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 1-50=-501 /495, 1-2=-361 /358, 2-3=-2132/2128, 3-51=-1930/1941, 4-51=-1615/1639, 4-5=-3034/3050, 5-6=-2757/2789, 6-7=-2391/2439, 7-8=-2049/2083, 8-9=-1713/1770, 9-52=-1378/1437, 10-52=-1077/1185, 10-11=-1043/1100, 11-12=-671/766, 12-13=-350/431, 13-14=-373/435, 14-53=-395/478, 15-53=-710/764, 15-16=-1047/1094, 16-17=-1383/1423, 17-18=-1718/1740, 18-19=-2056/2073, 19-20=-2429/2445, 20-21=-2686/2686, 21-22=-357/391, 23-24=-400/407, 24-26=-255/296 50-54=-260/281, 48-55=-335/355, 48-56=-1749/1815, 47-56=-1617/1649, 47-57=-1451/1476,46-57=-1153/1318, 46-58=-2643/2680, 45-58=-2478/2492, 45-59=-2312/2349, 44-59=-2145/2183, 44-60=-1982/2018, 43-60=-1816/1852, 43-61=-1651/1687, 42-61=-1485/1522, 4142=-1353/1389, 41-62=-1320/1356, 40-62=-1154/1191, 40-63=-989/1025, 39-63=-824/860, 39-64=-658/694, 38-64=-493/529, 38-65=-327/364, 36-66=-342/378, 36-67=-507/544, 35-67=-673/709, 35-68=-838/875, 34-68=-838/875, 33-34=-1004/1040, 33-69=-1169/1204, 32-69=-1335/1371, 32-70=-1496/1536, 31-70=-1666/1702, 31-71=-1831/1735, 30-71=-1996/2033, 30-72=-2160/2198, 29-72=-2327/2331, 29-73=-712/725, 28-73=-415/427, 28-74=-382/394, 26-75=-367/379 5-46=-353/326, 4-47=-2038/2008, 3-48=-659/631, 2-49=-1711/1693, 20-29=-437/409, 21-28=-3819/3788, 21-29=-4648/4683, 4-46=-2660/2666, 2-48=-2842/2850 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 2-10-13 to 5-10-13, Interior (1) 5-10-13 to 17-0-14, Exterior(2R) 17-0-14 to 20-0-14, Interior (1) 20-0-14 to 33-5-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 10) A plate rating reduction of 20% has been applied for the green lumber members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 38, 39, 40, 41, 43, 44, 45, 37, 36, 35, 33, 32, 31, 27 except Qt=lb) 50=619, 26=370, 46=1888, 47=1991, 48=1300, 49=1539, 30=127, 29=3190, 28=3814. 12) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 14) This truss has been designed for a total drag load of 7300 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 29-5-0 for 248.2 plf. 15) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Cty Ply P1-PL-1X BC01 Common Girder 2 2 Job Reference (optional) Builder FirstSource, KBRITT m 4 4 15 Camber = 5/16 in Scale = 1:60.6 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:04:08 Page: 1 I D:HAyJgZoDdbdRZOcwe?a7gDytuUz-wuiTu8tgpSBIUBYhJQOegw2y511iXw4LAvWpv5ytYu5 6-7-12 6-4-3 1 2-2-12 "� 4-3-0 I 4-4-6 6x8= 3F2 4 1.5x4n 5-4-0 oxo= 3X4= 4Xb= 8x12= WWI vx ic= 6x16= 4x12= 7-91 15-2-12 19-5-12 23-1%2 30-0-0 7-9-2 7-5-9 4-3-0 4-4-6 6-1-14 $-3-� Plate Offsets (X, Y): [7:0-3-8,0-2-0], [12:04-12,0-4-8], [20:0-7-4,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.15 11-26 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.45 11-26 >390 180 BCLL 0.0* Rep Stress Incr NO WB 0.97 Horz(CT) -0.04 13 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 377 lb FT = 20% LUMBER TOP CHORD 2x4 DF N0.2 G *Except* T2:2x4 DF 180OF 1.6E G or 2x4 DF No.1 &Btr G BOT CHORD 2x6 DF 180OF 1.6E G or 2x6 DF SS G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G *Except* W14:2x4 DF No.2 G BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-12 JOINTS 1 Brace at Jt(s): 17, 22 REACTIONS (lb/size) 9=3077/0-5-8, (min. 0-1-10), FORCES TOP CHORD BOT CHORD 13=8438/0-5-8, (min. 0-4-8), 16=-659/0-5-8, (min. 0-1-8) Max Horiz 16=-75 (LC 32) Max Uplift 9=-793 (LC 24), 13=-1238 (LC 24), 16=-1041 (LC 37) Max Grav 9=3104 (LC 46), 13=8438 (LC 1), 16=810 (LC 36) (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 2-3=-684/775, 3-4=-1230/3161, 4-5=-1037/5559, 5-6=-870/5568, 6-7=-1190/980, 7-8=-6755/1821, 8-9=-6799/2145, 2-16=-281/160 16-27=-2929/2029, 15-27=-2929/1371, 14-15=-3907/1375, 14-28=-3907/1007, 13-28=-3907/918, 13-29=-521/289, 29-30=-521 /173, 30-31 =-521/213, 12-31=-654/467, 12-32=-1288/6374, 11 -32=-1 523/6374, 11-33=-1802/6595, 9-33=-2082/6595, 9-34=-1354/5544, 9-34=-1508/5544 WEBS 3-18=-885/432, 15-18=-900/417, 15-19=-479/1204, 4-19=-535/1332, 16-17=-1927/3030, 3-17=-1876/2914, 4-20=-3426/771, 13-20=-3535/791, 13-21=-325/97, 5-21=-325/97, 13-22=-6167/748, 6-22=-6795/824, 12-23=-546/5061, 6-23=-503/4644, 12-24=-5185/697, 7-24=-5959/752, 7-11=-319/3034, 20-21=-50/259, 21-22=-58/340, 22-23=-140/1075, 23-24=-840/124 NOTES 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; VuIt=11Omph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1041 lb uplift at joint 16, 1238 lb uplift at joint 13 and 793 lb uplift at joint 9. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 11) This truss has been designed for a total drag load of 3700 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 30-0-0 for 123.3 plf. 12) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 13) Use Simpson Strong -Tie LUS26 (4-SD9112 Girder, 4- SD9212 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 15-11-4 from the left end to 27-11-4 to connect truss(es) BB09 (1 ply 2x4 DF) to front face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. 15) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-2=-68, 2-4=-68, 4-10=-68, 9-16=-14 Concentrated Loads (lb) Vert: 12=-1178, 11=-1178, 26=-1178, 29=-1178, 31=-1178, 32=-1178, 33=-1178 Job Truss Truss Type Qty Ply P1-PL-1X BCO2 Common 12 1 Job Reference (optional) Builder FirstSource, KBRITT Camber = 5/16 in Scale = 1:61 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:04:08 Page: 1 I D: i26PckZ6eXcYk5vRLYgEZuytu 1 a-wuiTuBtgpSBIU BYhJQOegw2v7lmdXzRLAvWpv5ytYu5 31-3-0 �1-3-01, 6-7-12 13-0-0 15-2-12 20-11-6 30-0-0 i 1-3-0 6-7-12 6-4-3 2-2-12 5-8-10 9-0-10 1-34 32 4x6= 4 1.5x4n axo= 3x6= 3x4= 3x10= 3x4= 1.5x4p 3x10= 7-9-2 15-2-12 22-0-12 30-0-0 7-9-2 7-5-9 6-10-0 7-114 30-3_Mk-- Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.13 9-17 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.42 9-17 >426 180 BCLL 0.0* Rep Stress Incr YES WB 0.82 Horz(CT) 0.01 7 n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix-MSH Weight: 133 lb FT = 20% LUMBER 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) TOP CHORD 2x4 DF No.2 G Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. BOT CHORD 2x4 DF No.2 G II; Exp C; Enclosed; MWFRS (envelope) exterior zone WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 OF and C-C Exterior(2E) -1-3-7 to 1-8-9, Interior (1) 1-8-9 to Stud G 13-0-0, Exterior(2R) 13-0-0 to 16-0-0, Interior (1) 16-0-0 BRACING to 31-3-7 zone; cantilever left and right exposed ; end TOP CHORD Structural wood sheathing directly applied or vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber 6-0-0 oc purlins, except end verticals. DOL=1.60 plate grip DOL=1.60 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 3) This truss has been designed for a 10.0 psf bottom bracing, Except: chord live load nonconcurrent with any other live loads. 6-0-0 oc bracing: 11-13. 4) * This truss has been designed for a live load of 20.Opsf MiTek recommends that Stabilizers and on the bottom chord in all areas where a rectangle required cross bracing be installed during 3-06-00 tall by 2-00-00 wide will fit between the bottom truss erection, in accordance with Stabilizer chord and any other members. Installation guide. 5) A plate rating reduction of 20% has been applied for the green lumber members. REACTIONS (lb/size) 7=495/0-5-8, (min. 0-1-8), 6) Provide mechanical connection (by others) of truss to 11=1616/0-5-8, (min. 0-1-12), bearing plate capable of withstanding 128 lb uplift at joint 14=522/0-5-8, (min. 0-1-8) 11, 128 lb uplift atjoint 14 and 119lb uplift atjoint 7. Max Horiz 14=-76 (LC 17) 7) This truss is designed in accordance with the 2018 Max Uplift 7=-119 (LC 9), 11=-128 (LC 9), International Building Code section 2306.1 and 14=-128 (LC 8) referenced standard ANSI/TPI 1. Max Grav 7=523 (LC 26), 11=1616 (LC 1), 8) This truss has been designed for a moving concentrated 14=584 (LC 25) load of 6.01b dead located at all mid panels and at all FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 panel points along the Bottom Chord, nonconcurrent with (lb) or less except when shown. any other live loads. TOP CHORD 3-19=-528/152, 4-19=-468/164, 4-5=-12/815, 9) This truss is designed for a creep factor of 3.01, which is 5-20=-36/829, 6-20=-56/744, 6-21 =-594/14 1, used to calculate the Vert(CT) deflection perANSI/TPI 1. 7-21=-607/109, 2-14=-342/147 LOAD CASE(S) Standard BOT CHORD 14-22=-138/614, 13-22=-138/614, 12-13=-350/137, 12-23=-350/137, 11-23=-350/137, 11-24=-86/440, 10-24=-86/440, 9-10=-86/440, 9-25=-65/534, 7-25=-65/534, 7-26=-45/324, 7-26=45/324 WEBS 3-13=-419/146, 4-13=-101/784, 4-11=-1001/148, 6-11=-1186/241, 6-9=0/328, 3-14=-499/93 NOTES 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Cty Ply P1-PL-IX BC03 Common Supported Gable 1 1 Job Reference (optional) Builder FirstSource, KBRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:04:09 Page: 1 I D:oen LR?o94 Nv IQ W Y_gvecZvytu_h-04Gs5U u I a mJc5L7tt8wtN8a6Si E NG bFVOZG N RXytYu4 31-3-0 i1-3-01, 13-0-0 30-0-0 � t�, 1-3-0 13-0-0 17-0-0 1-3-0'� 4x6= 2x4u 2x4n 2x4n 2x4n 2x4n 2x4n 2x4n 2x4n 2x4n 2x4n 12 2x4u 14 1213 1516 2x4n 2x4n 2x4u 3F 10 591 1-6 18 2x4n 2x4n 4x6 - 9 8 19 20 2x4 n 4x511 6 7 5445 S S T ST S A 21 22 2x4n 23 v v 2 3 s s S S s s 24 4x6 , 1 S S S S S ST 25 57 1-3�15 ST 7926 2� 50 52 3 5849 59 48 60 47 6146 62 45 63 44 64 43 699166 4039 68 3697 70 36 7135 72 34 73 3374 3175 30 76 29 77 28 78 3x6 n 3x4= 3x4= 3x4= 30-0-0 I, Scale = 1:61 1 Plate Offsets (X, Y): [2:0-2-8,0-1-13], [5:0-2-1,Edge], [25:0-3-0,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.24 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.08 Horz(CT) 0.02 26 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 174 lb FT = 20% LUMBER TOP CHORD 2-50=-330/298, 2-3=-297/308, TOP CHORD 2x4 DF No.2 G *Except* T2,T3:2x6 DF No.2 11 -55=-1 90/258,11-12=-243/320, G 12-13=-273/354, 13-14=-289/370, BOT CHORD 2x4 DF No.2 G 14-15=-320/394, 15-16=-353/430, WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 16-17=-408/476, 17-56=-398/471, Stud G 18-56=-451/512, 18-19=-496/549, OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 19-20=-542/588, 20-21=-588/626, Stud G 21-22=-633/664, 22-23=-671/703, 23-24=-742/739, 24-25=-828/764, BRACING 25-57=-831 /839, 26-57=-894/873 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 50-58=-236/292, 49-58=-221/276, 6-0-0 oc purlins, except end verticals. 49-59=-205/260, 40-66=-211/266, BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 40-67=-213/268, 39-67=-235/290, racing. 39-68=-260/315, 38-68=-285/340, MiTek recommends that Stabilizers and 38-69=-287/343, 37-69=-309/364, required cross bracing be installed during 37-70=-331/386, 36-70=-358/413, truss erection, in accordance with Stabilizer 36-71=-362/418, 35-71=406/462, Installation guide. 35-72=-431/486, 34-72=-455/510, 34-73=-479/535, 33-73=-504/559, REACTIONS All bearings 30-0-0. 32-33=-509/564, 32-74=-529/583, (lb) - Max Horiz 50=-75 (LC 17) 31-74=-553/608, 31-75=-558/633, Max Uplift All uplift 100 (lb) or less atjoint(s) 30-75=-602/657, 30-76=-626/674, 30, 31, 33, 34, 35, 36, 37, 38, 39, 29-76=-651/706, 29-77=-675/730, 40, 41, 43, 44, 45, 46, 47, 48 28-77=-700/755, 28-78=-771/817, except 26=-282 (LC 32), 28=-112 26-78=-836/898, 26-79=-229/291, (LC 39), 29=-103 (LC 1), 49=-397 26-79=-262/323 (LC 38), 50=-445 (LC 29), 51=-282 WEBS 24-28=-365/115 (LC 32) NOTES Max Grav All reactions 250 (lb) or less at joint 1) Unbalanced roof live loads have been considered for this (s) 29, 30, 31, 33, 34, 35, 36, 37, design. 38, 39, 40, 41, 43, 44, 45, 46, 47, 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) 48 except 26=337 (LC 49), 28=480 Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. (LC 1), 49=418 (LC 47), 50=471 II; Exp C; Enclosed; MWFRS (envelope) exterior zone (LC 50), 51=337 (LC 49) and C-C Exterior(2E) -1-3-7 to 1-8-9, Interior (1) 1-8-9 to FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 13-0-0, Exterior(2R) 13-0-0 to 16-0-0, Interior (1) 16-0-0 (lb) or less except when shown. to 31-3-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 38, 37, 36, 35, 34, 33, 31, 30, 39, 40, 41, 43, 44, 45, 46, 47, 48 except Qt=lb) 50=444, 26=281, 29=103, 28=111, 49=396, 26=281. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total drag load of 1100 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 30-0-0 for 36.7 plf. 14) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Cty Ply P1-PL-1X BC04 Common Supported Gable 1 1 Job Reference (optional) Builder FirstSource, KBRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:04:10 Page: 1 ID:oenLR?o94NvIQWY_gvecZvytu_h-sGgEJgvxL3RTjVi3RrR6vL7HC6ac?2VedD?wzzytYu3 31-3-0 �1-3-013-0-0 30-0-0 1-3-0 13-0-0 17-0-0 1-3-0� 2x4 n 4x6 a n !�2 4x511 6 d 6 3 114 a i 1 2 15 47 3x6 n Scale = 1:61 2x4n 2x4n 2x4 n 2x4 n 12 2x4 n 3521 9 10 7 8 3x4= 2x4u 2x4n 5x6= 2x4n 13 2x4n 12 14 2x4 n 17 2x4 u 2x4n 2x4n 2x4n 18 19 20 2x4 n 21 22 4x6e S S ST ST 23 54 7524 2;3 3x4= 3x4= 30-0-0 L 1 Plate Offsets (X, Y): [2:0-2-8,0-1-13], [5:0-2-1,Edge], [23:0-3-0,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.24 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.08 Horz(CT) 0.02 24 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 169 lb FT = 20% LUMBER BOT CHORD 47-55=-236/291, 46-55=-221/275, TOP CHORD 2x4 DF No.2 G *Except* T2,T3:2x6 DF No.2 46-56=-205/260, 37-63=-211/266, G 37-64=-236/291, 36-64=-260/315, BOT CHORD 2x4 DF No.2 G 36-65=-285/340, 35-65=-309/364, WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 35-66=-334/388, 34-66=-358/413, Stud G 34-67=-383/437, 33-67=407/462, OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 33-68=-431/486, 32-68=-456/511, Stud G 32-69=-480/535, 31-69=-505/560, 30-31=-510/564, 30-70=-529/583, BRACING 29-70=-554/608, 29-71=-559/633, TOP CHORD Structural wood sheathing directly applied or 28-71=-603/657, 28-72=-627/674, 6-0-0 oc purlins, except end verticals. 27-72=-651/706, 27-73=-676/731, BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 26-73=-700/755, 26-74=-772/817, racing. 24-74=-836/898, 24-75=-230/291, MiTek recommends that Stabilizers and 24-75=-262/323 required cross bracing be installed during WEBS 22-26=-365/115 truss erection, in accordance with Stabilizer NOTES Installation guide. 1) Unbalanced roof live loads have been considered for this design REACTIONS All bearings 30-0-0. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) (lb) - Max Horiz 47=-75 (LC 17) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. Max Uplift All uplift 100 (lb) or less atjoint(s) II; Exp C; Enclosed; MWFRS (envelope) exterior zone 28, 29, 31, 32, 33, 34, 35, 36, 37, and C-C Exterior(2E) -1-3-7 to 1-8-9, Interior (1) 1-8-9 to 38, 40, 41, 42, 43, 44, 45 except 13-0-0, Exterior(2R) 13-0-0 to 16-0-0, Interior (1) 16-0-0 24=-282 (LC 32), 26=-112 (LC 39), to 31-3-7 zone; cantilever left and right exposed ; end 27=-103 (LC 1), 46=-396 (LC 38), vertical left and right exposed;C-C for members and 47=-444 (LC 29), 48=-282 (LC 32) forces & MWFRS for reactions shown; Lumber Max Grav All reactions 250 (lb) or less at joint DOL=1.60 plate grip DOL=1.60 (s) 27, 28, 29, 31, 32, 33, 34, 35, 3) Truss designed for wind loads in the plane of the truss 36, 37, 38, 40, 41, 42, 43, 44, 45 only. For studs exposed to wind (normal to the face), except 24=337 (LC 49), 26=480 see Standard Industry Gable End Details as applicable, (LC 1), 46=418 (LC 47), 47=470 or consult qualified building designer as perANSI/TPI 1. (LC 50), 48=337 (LC 49) 4) All plates are 1.5x4 MT20 unless otherwise indicated. FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 5) Gable requires continuous bottom chord bearing. (lb) or less except when shown. 6) Gable studs spaced at 1-4-0 oc. TOP CHORD 2-47=-330/297, 2-3=-296/308, 7) This truss has been designed for a 10.0 psf bottom 11 -52=-1 91/259, 11-12=-243/320, chord live load nonconcurrent with any other live loads. 12-13=-297/383, 13-14=-351/430, 8) * This truss has been designed for a live load of 20.Opsf 14-15=-408/476, 15-53=-398/479, on the bottom chord in all areas where a rectangle 16-53=-452/512, 16-17=497/550, 3-06-00 tall by 2-00-00 wide will fit between the bottom 17-18=-543/589, 18-19=-588/627, chord and any other members. 19-20=-633/665, 20-21=-671/704, 9) A plate rating reduction of 20% has been applied for the 21-22=-743/740, 22-23=-828/765, green lumber members. 23-54=-831 /840, 24-54=-895/874 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint (s) 36, 37, 38, 40, 41, 42, 43, 44, 45, 35, 34, 33, 32, 31, 29, 28 except Qt=lb) 47=444, 24=281, 46=395, 27=103, 26=111,24=281. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total drag load of 1100 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 30-0-0 for 36.7 plf. 14) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PL-1X BK00 Roof Special 1 1 Job Reference (optional) Builder FirstSource, M.BRITT a N Scale = 1:48.6 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:04:11 Page: 1 ID:EnPCMFoEgP2PUSvNDaNAEUyu3mi-KTOcWAvZSNZKLfHG?ZyLSZgPgWvCkVansslUVQytYu2 4-0-0 1.5x4 n 1.5x4 n 3x4 n 4x5 n 1 2 3 4 rn 0 A N 01 N 5 45n 1.5x4n 1.5x4 n 4x5 n �3 12 4-0-0 11 Plate Offsets (X, Y): [4:Edge,0-3-9] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.00 5-6 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.28 Vert(CT) 0.00 5-6 >999 180 BCLL 0.0' Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 5 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MR Weight: 34 lb FT = 20% LUMBER 6) ' This truss has been designed for a live load of 20.Opsf TOP CHORD 2x4 DF No.2 G on the bottom chord in all areas where a rectangle BOT CHORD 2x4 DF No.2 G 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF chord and any other members. Stud G 7) A plate rating reduction of 20% has been applied for the OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF green lumber members. Stud G 8) Provide mechanical connection (by others) of truss to BRACING bearing plate capable of withstanding 168 lb uplift atjoint TOP CHORD Structural wood sheathing directly applied or 8, 229 lb uplift at joint 5, 220 lb uplift at joint 7 and 272 lb 4-0-0 oc purlins, except end verticals. uplift 9) Beveled plate or shim required to provide full bearing BOT CHORD Rigid ceiling directly applied or 6-0-0 oc surface with truss chord atjoint(s) 8, 5, 7, 6. racing. 10) This truss is designed in accordance with the 2018 MiTek recommends that Stabilizers and International Building Code section 2306.1 and required cross bracing be installed during referenced standard ANSI/TPI 1. truss erection, in accordance with Stabilizer 11) This truss has been designed for a moving concentrated Installation guide. load of 6.0Ib dead located at all mid panels and at all REACTIONS All bearings 4-0-0. panel points along the Bottom Chord, nonconcurrent with (lb) - Max Horiz 8=-161 (LC 10) any other live loads. 12) This truss is designed for a creep factor of 3.01, which is Max Uplift All uplift 100 (lb) or less atjoint(s) used to calculate the Vert(CT) deflection perANSI/TPI 1. except 5=-229 (LC 9), 6=-272 (LC LOAD CASE(S) Standard 8), 7=-220 (LC 9), 8=-169 (LC 8) Max Grav All reactions 250 (lb) or less at joint (s) 5, 7, 8 except 6=267 (LC 11) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-216/269 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply P1-PL-1X BK01 Roof Special 1 1 Job Reference (optional) Builder FirstSource, M.BRITT U) Scale = 1:53 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:04:11 Page: 1 I D:EnPCMFoEgP2PUSvNDaNAEUyu3mi-KTOcWAvZSNZKLfHG?ZyLSZgZ7WyjkV HnssIUVQytYu2 0-5-10 3-10-4 11-0-0 14-9-0 3-4-10 7-1-12 3-9-0 0-5-10 4x8 n 17 3x6o V 5x6> 3x10n _J3 12 4-0-0 1, 9-1-5 10-10-4 1, 14-9-0 11 4-0-0 5-1-5 1-8-15 3-10-12 0-0- CP T M M 0 0 Plate Offsets (X, Y): [12:0-10-10,0-1-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.00 22 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 10-22 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 10 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 89 lb FT = 20% LUMBER 6) Gable studs spaced at 1-4-0 oc. TOP CHORD 2x4 DF No.2 G 7) This truss has been designed for a 10.0 psf bottom BOT CHORD 2x4 DF No.2 G chord live load nonconcurrent with any other live loads. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 8) * This truss has been designed for a live load of 20.Opsf Stud G *Except* W1,W4:2x6 DF No.2 G on the bottom chord in all areas where a rectangle OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 3-06-00 tall by 2-00-00 wide will fit between the bottom Stud G chord and any other members. BRACING 9) A plate rating reduction of 20% has been applied for the TOP CHORD Structural Structural wood sheathing directly applied or l woodpurlins green lumber members. 10) Provide mechanical connection (by others) of truss to 6tru0 except end verticals. bearing plate capable of withstanding 100 lb uplift at joint BOT CHORD Rigid ceiling directly applied or 6-0-0 oc (s) 10, 15, 11, 12, 14,13 except Qt=lb) 16=121. JOINTS bracing. 1 Brace at Jt s : 19 11) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) 16, 10, 15, 11, 12, 14, MiTek recommends that Stabilizers and 13. required cross bracing be installed during 12) This truss is designed in accordance with the 2018 truss erection, in accordance with Stabilizer International Building Code section 2306.1 and Installation guide. referenced standard ANSI/TPI 1. REACTIONS All bearings 14-9-0. 13) This truss has been designed for a moving concentrated (lb) - Max Horiz 16=-161 (LC 10) load of 6.01b dead located at all mid panels and at all Max Uplift All uplift 100 (lb) or less at joint(s) Panel points along the Bottom Chord, nonconcurrent with 10, 11, 12, 13, 14, 15 except any other live loads. 14) Gap between inside of top chord bearing and first 16=-121 (LC 8) diagonal or vertical web shall not exceed 0.500in. Max Grav All reactions 250 (lb) or less at joint a 15) This truss is designed for a creep factor of 3.01, which is 1io 13, 14, 15, 16 except (sl 1 (s) 10, 12, 1 used to calculate the Vert(CT) deflection perANSI/TPI 1. 11 (, LOAD CASE(S) Standard FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 1.5x4 MT20 unless otherwise indicated. Job Truss Truss Type Oty Ply P1-PL-1X BK02 Roof Special 6 1 Job Reference (optional) Builder FirstSource, KBRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:04:12 Page: 1 ID:cvRWyTVgTkoOv7BU_hPESDyu3kV-ofyJ WwBshhByorSYGTa_mChDwDOTytx5W U 12sytYu 1 m 12 1.5x4 n 14-9-0 14-3-6 2x4n 1.5x4 11 '.JAy" '.JAY" 12y 0-0-i4:*�­ \ c o Camber= 1/8 in Scale = 1:41.5 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.06 7-13 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.15 7-13 >545 180 BCLL 0.0* Rep Stress Incr YES WB 0.10 Horz(CT) 0.01 6 n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix-MSH Weight: 60 lb FT = 20% LUMBER 6) Truss to be fully sheathed from one face or securely TOP CHORD 2x4 DF No.2 G braced against lateral movement (i.e. diagonal web). BOT CHORD 2x4 DF No.2 G 7) Gable studs spaced at 2-0-0 oc. WEBS 2x6 DF No.2 G 8) This truss has been designed for a 10.0 psf bottom OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF chord live load nonconcurrent with any other live loads. Stud G 9) * This truss has been designed for a live load of 20.Opsf BRACING on the bottom chord in all areas where a rectangle TOP CHORD Structural wood sheathing directly applied or 3-06-00 tall by 2-00-00 wide will fit between the bottom 10-0-0 oc purlins, except end verticals. chord and any other members. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 10) A plate rating reduction of 20 /o has been applied for the bracing, Except: bracing, green lumber members. ocExcept: bracing: 7-8. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint MiTek recommends that Stabilizers and (s) 11, 6, 10, 9, 8 except Qt=lb) 7=103. required cross bracing be installed during 12) Beveled plate or shim required to provide full bearing truss erection, in accordance with Stabilizer surface with truss chord atjoint(s) 11, 6, 10, 9, 8, 7. Installation guide. 13) This truss is designed in accordance with the 2018 REACTIONS All bearings 14-9-0. International Building Code section 2306.1 and (lb) - Max Horiz 11=-159 (LC 10) referenced standard ANSI/TPI 1. Max Uplift All uplift 100 (lb) or less at joint(s) 14) This truss has been designed for a moving concentrated 6, 8, 9, 10, 11 except 7=-104 (LC 9) load of 6.01b dead located at all mid panels and at all Max Grav All reactions 250 (lb) or less at joint panel points along the Bottom Chord, nonconcurrent with (s) 6, 8, 9, 10, 11 except 7=602 (LC any other live loads. 15) Gap between inside of top chord bearing and first 1) diagonal or vertical web shall not exceed 0.500in. FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 16) This truss is designed for a creep factor of 3.01, which is (lb) or less except when shown. used to calculate the Vert(CT) deflection perANSI/TPI 1. BOT CHORD 6-20=-467/560, 6-20=-466/564 LOAD CASE(S) Standard WEBS 5-7=-398/305 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 1.5x4 MT20 unless otherwise indicated. Job Truss Truss Type Qty Ply P1-PL-1X BK03 Roof Special 1 1 Job Reference (optional) Builder FirstSource, M.BRITT 15-0-0 4x5n Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:04:12 Page: 1 ID:EnPCM FoEgP2PUSvN DaNAEUyu3mi-ofyJ WwBshhByorSYGTa_mCXDwE6Ty_x5W U 12sytYu 1 1 2 3 4 5 6 7 8 9 10 11 12 ST SP,3 ST1 W 1- -9 ST ST ST ST ST 0-0-ram W ST 34 14 35 13 32 1 31 17 19 30 18 29 21 28 20 4 25 23 26 22 27 J 3 12 5x6 n Scale = 1:39.3 15-0-0 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.00 23-24 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.30 Vert(CT) 0.00 23-24 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.08 Horz(CT) n/a - n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix-MSH Weight: 88 lb FT = 20% LUMBER 7) * This truss has been designed for a live load of 20.Opsf TOP CHORD 2x4 DF No.2 G on the bottom chord in all areas where a rectangle BOT CHORD 2x4 DF No.2 G 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF chord and any other members. Stud G 8) A plate rating reduction of 20% has been applied for the OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF green lumber members. Stud G 9) Provide mechanical connection (by others) of truss to BRACING bearing plate capable of withstanding 100 lb uplift atjoint TOP CHORD Structural wood sheathing directly applied or (s) 13, 22, 21, 20, 19, 18, 17, 16, 15, 14 except Qt=1b) 23=292. 10-0-0 oc purlins, except end verticals. Bev Beveled 10) Beveled plate or shim required to provide full bearing BOT CHORD Rigid ceiling directly applied or 6-0-0 oc surface with truss chord atjoint(s) 24, 13, 23, 22, 21, 20, racing. 19, 18, 17, 16, 15, 14. MiTek recommends that Stabilizers and 11) This truss is designed in accordance with the 2018 required cross bracing be installed during International Building Code section 2306.1 and truss erection, in accordance with Stabilizer referenced standard ANSI/TPI 1. Installation guide. 12) This truss has been designed for a moving concentrated REACTIONS All bearings 15-0-0. grinHori15- -0. load of 6.01b dead located at all mid panels and at all (lb) - Max (LC 10) panel points along the Bottom Chord, nonconcurrent with any other live loads. Max Uplift All uplift 100 (lb) or less atjoint(s) 13) This truss is designed for a creep factor of 3.01, which is 13, 14, 15, 16, 17, 18, 19, 20, 21, used to calculate the Vert(CT) deflection perANSI/TPI 1. 22 except 23=-292 (LC 9), 24=-303 LOAD CASE(S) Standard (LC 10) Max Grav All reactions 250 (lb) or less at joint (s) 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 24 except 23=386 (LC 10) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply P1-PL-1X J01 Jack -Open 4 1 Job Reference (optional) Builder FirstSource, KBRITT Scale = 1:39.7 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:04:12 Page: 1 I D:A94171 EOHoiUivdHOfdSrdytoch-ofy j WwBshhByorSYGTa_mCIRwl LTzDx5W U 12sytYu1 -1-1-1 1-10-15 1-1-1 1-10-15 812 3 T 2- -5 2 0-4-5 .I �� 1 8 4 2x4 = Plate Offsets (X, Y): [2:0-1-5,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.03 Vert(CT) 0.00 4-7 >999 180 BCLL 0.0' Rep Stress Incr YES WB 0.00 Horz(CT) n/a - n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 8 lb FT = 20% LUMBER 7) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 9 lb uplift at joint 3 BOT CHORD 2x4 DF No.2 G and 34 lb uplift at joint 2. BRACING 8) Non Standard bearing condition. Review required. TOP CHORD Structural wood sheathing directly applied or 9) This truss is designed in accordance with the 2018 2-0-0 oc purlins. International Building Code section 2306.1 and BOT CHORD Rigid ceiling directly applied or 10-0-0 oc referenced standard ANSI/TPI 1. racing. 10) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all MiTek recommends that Stabilizers and panel points along the Bottom Chord, nonconcurrent with required cross bracing be installed during any other live loads. truss erection, in accordance with Stabilizer 11) This truss is designed for a creep factor of 3.01, which is Installation guide. used to calculate the Vert(CT) deflection perANSI/TPI 1. REACTIONS (lb/size) 2=174/0-1-0, (min. 0-1-8), 3=43/ LOAD CASE(S) Standard Mechanical, (min. 0-1-8), 4=13/ Mechanical, (min. 0-1-8) Max Horiz 2=52 (LC 12), 3=20 (LC 12), 4=6 (LC 1) Max Uplift 2=-34 (LC 12), 3=-9 (LC 12) Max Grav 2=174 (LC 1), 3=43 (LC 1), 4=27 (LC 3) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-16; VuIt=11 Omph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. Job Truss Truss Type Qty Ply P1-PL-1 X PB01 Flat 1 1 Job Reference (optional) Builder FirstSource, KBRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:04:12 Page: 1 I D:zkQrJbLrfeWaOPGZr3xVoPytoE1-ofyJWwBshhByorSYGTa_mCeQwl VTvrx5W U 12sytYu 1 I � I 1.5x4 n 3x4= 1 2 Ll 0 1 VY 1 6 4 4 3 5 2x6 n 6x8= 0 Scale = 1:47.6 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 3-4 >999 180 BCLL 0.0* Rep Stress Incr NO WB 0.28 Horz(CT) 1 n/a - n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix -MP Weight: 20 lb FT = 20% LUMBER 8) Non Standard bearing condition. Review required. TOP CHORD 2x4 DF No.2 G 9) This truss is designed in accordance with the 2018 BOT CHORD 2x4 DF No.2 G International Building Code section 2306.1 and WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF referenced standard ANSI/TPI 1. Stud G 10) This truss has been designed for a moving concentrated BRACING load of 6.01b dead located at all mid panels and at all TOP CHORD Structural wood sheathing directly applied or Panel points along the Bottom Chord, nonconcurrent with 1-10-6 oc purlins, except end verticals. any other live loads. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 11) This truss has been designed for a total drag load of 200 racing. lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 MiTek recommends that Stabilizers and to 1-10-6 for 107.3 plf. required cross bracing be installed during 12) This truss is designed for a creep factor of 3.01, which is truss erection, in accordance with Stabilizer used to calculate the Vert(CT) deflection perANSI/TPI 1. Installation guide. LOAD CASE(S) Standard REACTIONS (lb/size) 3=64/ Mechanical, (min. 0-1-8), 4=64/ Mechanical, (min. 0-1-8) Max Horiz 3=197 (LC 36), 4=-132 (LC 34) Max Uplift 3=-560 (LC 32), 4=-560 (LC 29) Max Grav 3=562 (LC 33), 4=562 (LC 36) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-606/638 WEBS 1-3=-729/729 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 560 lb uplift at joint 4 and 560 lb uplift at joint 3. Job Truss Truss Type Oty Ply P1-PL-1X VT01 Valley 3 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:04:12 Page: 1 ID:Ww1 bk_?OBK4ltJmw8j8supytupN-ofyJWwBshhByorSYGTa_mChIwDOTzDx5WlJ12sytYu1 3-11-0 V 6-7-12 7-10-0 3-11-0 z1 2-8-12 1-2-4 3x4 = 3 �2 2 T1 1- -0 0 3 810 Ftl ���3 1 0-04 \ 11 3x6 0 Scale = 1:29.4 7-10-0 3x6 0 Plate Offsets (X, Y): [2:0-2-0,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.37 Vert(TL) n/a n/a 999 BCLL 0.0' Rep Stress Incr YES WB 0.00 Horiz(TL) 0.04 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 19 lb FT = 20% LUMBER 7) ' This truss has been designed for a live load of 20.Opsf TOP CHORD 2x4 DF No.2 G on the bottom chord in all areas where a rectangle BOT CHORD 2x4 DF No.2 G 3-06-00 tall by 2-00-00 wide will fit between the bottom BRACING chord and any other members. TOP CHORD Structural wood sheathing directly applied or Structurall woos. 8) A plate rating reduction of 20% has been applied for the 6tru0 green lumber members. BOT CHORD Rigid ceiling directly applied or 9-4-6 oc 9) Provide mechanical connection (by others) of truss to bracin bearing plate capable of withstanding 34 lb uplift at joint 1 and 34 lb uplift at joint 3. MiTek recommends that Stabilizers and 10) This truss is designed in accordance with the 2018 required cross bracing be installed during International Building Code section 2306.1 and truss erection, in accordance with Stabilizer referenced standard ANSI/TPI 1. Installation guide. 11) This truss has been designed for a moving concentrated REACTIONS (lb/size) 1=321/7-10-0, (min. 0-1-8), load of 6.01b dead located at all mid panels and at all 3=321/7-10-0, (min. 0-1-8) panel points along the Bottom Chord, nonconcurrent with Max Horiz 1=14 (LC 16) any other live loads. Max Uplift 1=-34 (LC 8), 3=-34 (LC 9) 12) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 LOAD CASE(S) Standard (Ib) or less except when shown. TOP CHORD 1-8=-1018/608, 1-8=-997/612, 1-2=-784/475, 2-3=-784/476, 3-9=-997/612, 3-9=-1018/608 BOT CHORD 1-10=-589/978, 1-10=-588/979, 1 - 11 =-434/781, 3-11 =-434/78 1, 3-12=-576/979, 3-12=-577/978 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-0 to 3-1-0, Interior (1) 3-1-0 to 4-0-0, Exterior(2R) 4-0-0 to 7-0-0, Interior (1) 7-0-0 to 7-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Oty Ply P1-PL-1X VT02 Valley 3 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:04:12 Page: 1 ID: Ww1 bk_?OBK4ltJmw8j8supytupN-ofy_ j WwBshhByorSYGTa_mCiUwE6Tytx5W U 12sytYu 1 1- -0 1- -3 0-0-4 \\ Scale = 1:30.9 17 5-11-0 4x6 = 12 4 13 4-8-12 -1 1-2-4 3x4 c 1.5x4 n 3x4 0 11-10-0 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.30 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.10 Horiz(TL) 1 0.00 4 n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix-MSH Weight: 31 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=108/11-10-0, (min. 0-1-8), 3=108/11-10-0, (min. 0-1-8), 4=755/11-10-0, (min. 0-1-8) Max Horiz 1=-22 (LC 13) Max Uplift 1=-27 (LC 12), 3=-29 (LC 13), 4=-53 (LC 8) Max Grav 1=141 (LC 25), 3=141 (LC 26), 4=755 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-266/479, 2-9=-154/527, 2-1 0=-1 51/527, 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 1, 29 lb uplift at joint 3 and 53 lb uplift at joint 4. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 12) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. 3-10=-156/478 LOAD CASE(S) Standard BOT CHORD 1 -11 =-73/250, 1-12=-474/189, 4-12=-474/189, 4-13=-474/189, 3-13=474/189, 3-14=-67/250 WEBS 2-4=-553/226 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-0 to 3-1-0, Interior (1) 3-1-0 to 6-0-0, Exterior(2R) 6-0-0 to 9-0-0, Interior (1) 9-0-0 to 11-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Job Truss Truss Type Qty Ply P1-PL-1X VT03 Valley 3 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:04:13 Page: 1 I D: Ww1 bk_?OBK4ltJmw8j8supytupN-GrWMxsxpd_g2ayQe6_pX_ItvJa_CQY4JAEaa IytYuO 2-11-0 1-1-3 0-0-.\ Scale = 1:36.9 7-11-0 1.5x4 n 4x5 = 1.5x4 n 6-8-12 3x4 c 1.5x4 a 1.5x4 n 1.5x4 n 3x4 0 1-2-4 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.26 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.06 Horiz(TL) 0.00 8 n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix-MSH Weight: 45 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10 0 psf bottom TOP CHORD Structural wood sheathing directly applied or chord live load nonconcurrent with any other live loads. 10-0-0 oc purlins. 7) * This truss has been designed for a live load of 20.Opsf BOT CHORD Rigid ceiling directly applied or 6-0-0 oc on the bottom chord in all areas where a rectangle racing. 3-06-00 tall by 2-00-00 wide will fit between the bottom MiTek recommends that Stabilizers and chord and any other members. required cross bracing be installed during 8) A plate rating reduction of 20% has been applied for the truss erection, in accordance with Stabilizer green lumber members. Installation guide. 9) Provide mechanical connection (by others) of truss to REACTIONS All bearings 15-10-0. bearing plate capable of withstanding 100 lb uplift atjoint (lb) - Max Horiz 1=30 (LC 16) 1, 6. u s This 10) This truss is designed in accordance with the 2018 Max Uplift All uplift 100 (lb) or less at joint(s) International Building Code section 2306.1 and 1, 5, 6, 8 referenced standard ANSI/TPI 1. Max Grav All reactions 250 (Ib) or less at joint e c at j 11) This truss has been designed for a moving concentrated (sl 7 except 6=494 (LC (s) 1, load of 6.01b dead located at all mid panels and at all (LC 25) panel points along the Bottom Chord, nonconcurrent with FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 any other live loads. (lb) or less except when shown. 12) This truss is designed for a creep factor of 3.01, which is TOP CHORD 1-13=-286/387, 13-14=-79/392, used to calculate the Vert(CT) deflection perANSI/TPI 1. 2-14=-72/435, 2-3=-39/390, 3-4=-36/390, LOAD CASE(S) Standard 4-15=-69/435, 15-16=-76/392, 5-16=-81/387 BOT CHORD 1-17=-63/265, 1-17=-62/266, 1-18=-381/104, 8-18=-381/104, 8-19=-381/104, 7-19=-381/104, 7-20=-381/104, 6-20=-381/104, 6-21=-381/104, 5-21=-381/104, 5-22=-62/266, 5-22=-63/265 WEBS 2-8=-324/129, 4-6=-324/129 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-0 to 3-1-0, Interior (1) 3-1-0 to 8-0-0, Exterior(2R) 8-0-0 to 11-0-0, Interior (1) 11-0-0 to 15-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Job Truss Truss Type Qty Ply P1-PL-1X VT04 Valley 3 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:04:13 Page: 1 ID: 6bzxKOeyaCcVTL6iRf5RlytupM-GrW Mxsxpd_g2ayQe6_pX_lt3Ja_CQY4JAEaa IytYuO 9-11-0 L 18-7-12 1,19-10-0 I, 9-11-0 8-8-12 1-2-4 4x5 = 18 3 5 19 0 2 -3 12 2 ST 6 N 3 r 17 ST ST ST 20 21 28 1 0-0.4 22 12 23 11 24 10 25 9 26 8 27 3x4 0 3x40 19-10-0 Scale = 1:41.2 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.26 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.06 Horiz(TL) 0.00 12 n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix-MSH Weight: 61 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 19-10-0. (lb) - Max Horiz 1=38 (LC 16) Max Uplift All uplift 100 (lb) or less at joint(s) 1, 7, 8, 9, 10, 11, 12 Max Grav All reactions 250 (Ib) or less at joint (s) 1, 7, 9, 11 except 8=488 (LC 26), 10=378 (LC 1), 12=488 (LC 25) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-329/313, 2-17=-55/361, 2-18=-28/288, 3-18=-20/318, 3-4=-6/337, 4-5=-4/337, 5-19=-18/318, 6-19=-26/288, 6-20=-53/361, 7-20=-58/313 BOTCHORD 1-21=-67/307, 1-21=-66/308, 1-22=-309/80, 12-22=-309/80, 12-23=-309/80, 11-23=-309/80, 11-24=-309/80, 10-24=-309/80, 10-25=-309/80, 9-25=-309/80, 9-26=-309/80, 8-26=-309/80, 8-27=-309/80, 7-27=-309/80, 7-28=-58/308, 7-28=-59/307 WEBS 4-10=-310/53, 2-12=-319/88, 6-8=-319/88 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-0 to 3-1-0, Interior (1) 3-1-0 to 10-0-0, Exterior(2R) 10-0-0 to 13-0-0, Interior (1) 13-0-0 to 19-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 1, 7, 10, 11, 12, 9, 8. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PL-1X VT05 Valley 3 1 Job Reference (optional) Builder FirstSource, M.BRITT 11-11-0 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Thu Jul 28 09:04:13 Page: 1 ID: 6bzxKOeyaCcVTL6iRf5RlytupM-GrW Mxsxpd_g2ayQe6_pX_lt3JapCQY4JAEaa IytYuO 4x5= 10-8-12 1-2-4 3 22 4 6 23 7 2 ST 8 1r 21 ST ST S N 3ST 24 S 25 34 1 0-0-" 26 16 27 15 28 14 29 13 30 12 31 11 32 10 33 3x4 a 3x4-- 23-10-0 Scale = 1:45.4 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.27 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.06 Horiz(TL) 0.01 16 n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix-MSH Weight: 79 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 23-10-0. (lb) - Max Horiz 1=-46 (LC 13) Max Uplift All uplift 100 (lb) or less at joint(s) 1, 9, 10, 11, 12, 14, 15, 16 Max Grav All reactions 250 (lb) or less at joint (s) 1, 9, 11, 12, 14, 15 except 10=495 (LC 26), 13=259 (LC 1), 16=495 (LC 25) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-21=-357/264, 2-21=-46/312, 2-3=-18/267, 3-22=-4/269, 4-22=0/290, 4-5=0/282, 5-6=0/282, 6-23=0/290, 7-23=-3/269, 7-8=-17/267, 8-24=-44/312, 9-24=-49/264 BOT CHORD 1-25=-69/334, 1-25=-68/335, 1-26=-261/72, 16-26=-261/72, 16-27=-261/72, 15-27=-261/72, 15-28=-261/72, 14-28=-261/72,14-29=-261/72, 13-29=-261/72, 13-30=-261/72, 12-30=-261 /72, 12-31 =-261/72, 11 -31 =-261/72, 11-32=-261/72, 10 32- 261/72 10 33- 261/72 9-33=-261/72, 9-34=-48/335, 9-34=-50/334 WEBS 2-16=-325/89, 8-10=-325/89 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-0 to 3-1-0, Interior (1) 3-1-0 to 12-0-0, Exterior(2R) 12-0-0 to 15-0-0, Interior (1) 15-0-0 to 23-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 1, 9, 14, 15, 16, 12, 11, 10. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PL-2 AA00 Common Supported Gable 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:44:41 Page: 1 I D:YtywM46BzogLk6QStOsl35ywSgu-o7ZDEgPSzjkQRgzkOl IDOth7J8WYspvyzl2eBvye?N6 -1-9-0 2-6-8 7-10-8 13-2-8 15-11-0 17-8-0 1-9-0 2-6-8 5-4-0 5-4-0 2-8-8 1-9-0 4x6= 7x8 -- 3 F2 7 8 9 10 11 3x6 n 6x8 c 336 144 6x8a 3x6n 4 5 13 14 4x6o 2 3 at S 5 1$6 17 C;) 1132 S SS4 S3W 2 18 S 1 S 1 1- -7 1- 15 19 2x6 n 3x10 n 1.5x4 n 1.5x4 n 1.5x4 n 1.5x411 1.5x4 n 1.5x4 n 7x81.5x4 n = 7x8 = 1.5x4 n 2x6 n 3x10 n 3-10-8 11-10-8 15-11-0 Scale=1:51.6 3-10-8 8-0-0 4-0-8 Plate Offsets (X, Y): [3:04-0,0-3-1], [16:0-1-9,Edge], [22:0-3-9,0-3-8], [29:0-3-9,0-3-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc)/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.13 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.85 Horz(CT) 0.00 22 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 104 lb FT = 20% LUMBER BOT CHORD TOP CHORD 2x4 DF No.2 G *Except* T2,T3:2x6 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING WEBS 30-36=-330/351, 30-37=-353/406, 29-37=-543/577, 29-38=-697/699, 28-38=-494/596, 28-39=471/483, 27-39=-355/356, 2740=-245/256, 2443=-345/345, 2343=460/472, 2344=-483/585, 22-44=-686/688, 22-45=-571 /573, 21-45=-368/404, 2146=-345/347 5-29=-314/309, 4-30=-1780/1764, 13-22=-344/340, 14-21=-1782/1785, TOP CHORD Structural wood sheathing directly applied or 14-22=-2183/2207, 4-29=-2206/2229 6-0-0 oc purlins, except end verticals. NOTES BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 1) Unbalanced roof live loads have been considered for this racing. design. MiTek recommends that Stabilizers and 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) required cross bracing be installed during Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. truss erection, in accordance with Stabilizer 11; Exp C; Enclosed; MWFRS (envelope) exterior zone Installation guide. and C-C Corner(3E) -1-9-7 to 1-1-10, Exterior(2N) REACTIONS All bearings 15-11-0. 1-1-10 to 7-10-8, Corner(3R) 7-10-8 to 10-10-8, Exterior (lb) -Max Horiz 32=-20 (LC 10) (2N) 10-10-8 to 17-8-7 zone; cantilever left and right Max Uplift All uplift 100 (lb) or less atjoint(s) (l ) o exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 20, 23, 24, 28, 31 except 20, 23,5 , 28, 3153 cep Lumber DOL=1.60 plate grip DOL=1.60 (LC 32), 753 (L (LC 19=-232), 3) Truss designed for wind loads in the plane of the truss 245 (), 39), 49 22 1560 (73 only. For studs exposed to wind (normal to the face), (LC (LC 29 (LC 38),0= 29) 32=or see Standard Industry Gable End Details as applicable, consult qualified building designer as per ANSI/TPI 1. Max Grav All reactions 250 (lb) or less at joint 4) All plates are 2x4 MT20 unless otherwise indicated. (s) 20, 23, 24, 25, 26, 27, 28, 31 5) Gable requires continuous bottom chord bearing. except 19=264 (LC 54), 21 =1 801 6) Truss to be fully sheathed from one face or securely (LC 49), 22=1580 (LC 50), braced against lateral movement (i.e. diagonal web). 29=1573 (LC 49), 30=1819 (LC 7) Gable studs spaced at 1-4-0 oc. 50), 32=293 (LC 50) 8) This truss has been designed for a 10.0 psf bottom FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 chord live load nonconcurrent with any other live loads. (lb) or less except when shown. 9) * This truss has been designed for a live load of 20.Opsf TOP CHORD 2-32=-272/244, 3-4=-288/334, 4-5=-890/918, on the bottom chord in all areas where a rectangle 5-33=-716/760, 6-33=-537/589, 3-06-00 tall by 2-00-00 wide will fit between the bottom 6-7=-471/533, 7-8=-239/303, chord and any other members. 10-11=-228/293, 11-12=460/526, 10) A plate rating reduction of 20% has been applied for the 12-34=-526/585, 13-34=-705/756, green lumber members. 13-14=-875/903, 14-15=-292/333, 11) Provide mechanical connection (by others) of truss to 17-19=-260/264 bearing plate capable of withstanding 100 lb uplift at joint (s) 25, 27, 28, 31, 24, 23, 20 except (jt=lb) 32=303, 19=245, 30=1772, 21=1753, 22=1560, 29=1549. 12) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) This truss has been designed for a moving concentrated load of 6.0Ib dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 14) This truss has been designed for a total drag load of 2700 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 15-11-0 for 169.6 pit. 15) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. LOAD CASE(S) Standard Truss Truss Type Qty PlyL-2 LP1_Pob AB00 Common Structural Gable 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:44:41 Page: 1 I D:Xpvl P W N HOJ WJw5Ga0fs6kNywRei-GJ 7bSOQ4k1 sH3gYxy?pSZSDAFXp9bKv5CyoBj Mye?N 5 1-9-0 7-10-8 7-812 5-712 1 9--0 4x8= 31r 3 3x10c 2x6 n 3x6= 5x10= 7-10-8 15-7-4 7-10-8 7-8-12 Camber = 1/8 in Scale = 1:49.4 80-3-15� 9 21 1.5x4 n 3x6= 21-3-0 5-7-12 Plate Offsets (X, Y): [2:0-3-0,0-2-0], [4:0-3-0,Edge], [6:0-3-0,Edge], [11:0-2-8,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.07 10-12 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.19 10-12 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.61 Horz(CT) 0.02 7 n/a n/a BCDL 7.0 Code IBC2018/TPI2014 Matrix-MSH Weight: 96 lb FT = 20 % LUMBER TOP CHORD 2x4 DF No.2 G *Except* T3:2x6 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 3-9-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-4-5 oc bracing. WEBS 1 Row at mid t 2-10 5-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 5-9-8. except 12=0-5-8, 9=0-3-8 (lb) - Max Horiz 12=-65 (LC 17) Max Uplift All uplift 100 (lb) or less atjoint(s) except 7=-500 (LC 32), 9=-500 (LC 40), 12=-678 (LC 29), 13=-500 (LC 32) Max Grav All reactions 250 (lb) or less at joint (s) except 7=563 (LC 49), 9=921 (LC 1), 12=917 (LC 50), 13=563 (LC 49) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-1852/1418, 16-17=-1328/1139, 3-17=-943/561, 3-18=-1242/865, 4-18=-1964/1546, 4-5=-2164/1633, 5-6=-1048/1334, 6-7=-1544/1514, 2-12=-986/702 BOT CHORD 12-19=-660/723, 11-19=-1299/1394, 10-11=-1411/1506, 10-20=-768/848, 9-20=-612/691, 9-21=-693/773, 7-21 =-1 347/1492, 7-22=-371/478, 7-22=-530/637 WEBS 5-9=-928/566, 2-1 0=-1 255/1590, 5-10=-980/1354 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-9-7 to 1-2-9, Interior (1) 1-2-9 to 7-10-8, Exterior(2R) 7-10-8 to 10-10-8, Interior (1) 10-10-8 to 23-0-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 678 lb uplift at joint 12, 500 lb uplift at joint 7, 500 lb uplift at joint 9 and 500 lb uplift at joint 7. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) This truss has been designed for a total drag load of 180 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 21-3-0 for 180.0 plf. 10) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PL-2 AB01 Common 9 Job Reference (optional) Builder FirstSource, M.BRITT 00 v A 1- -7 Camber = 5/16 in Scale = 1:49.4 Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:44:41 Page: 1 ID:TLKURCaNM7ZRuOZ1 fF2idrywRY?-GJ7bSOQ4k1 sH3gYxy?pSZSDAxXkTbHQSCyoBjMye?N5 -1-9-0 7-10-8 13-10-15 21-3-0 23-0-0 1-9-0 7-10-8 6-0-7 7-4-1 1-9-0 7 4x8= 31r 3x4 n 3x4= 1.5x4 n 3x6 = 4x8= 7-10-8 13-10-15 21-3-0 7-10-8 6-0-7 7-4-1 4 50-3-1—S'�: Plate Offsets (X, Y): [2:0-3-4,0-1-8], [5:0-1-14,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.12 7-13 >999 240 MT20 220/195 TCDL 14.0 Lumber IDOL 1.25 BC 0.66 Vert(CT) -0.40 7-13 >627 180 BCLL 0.0` Rep Stress Incr YES WB 0.77 Horz(CT) 0.06 5 n/a n/a BCDL 7.0 Code IBC2018/TPI2014 Matrix-MSH Weight: 91 lb FT = 20 % LUMBER 4) ' This truss has been designed for a live load of 20.Opsf TOP CHORD 2x4 DF No.2 G on the bottom chord in all areas where a rectangle BOT CHORD 2x4 DF No.2 G 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF chord and any other members. Stud G 5) A plate rating reduction of 20% has been applied for the BRACING green lumber members. TOP CHORD Structural wood sheathing directly applied or woodpurlins, 6) Provide mechanical connection (by others) of truss to 3truct oc except end verticals. bearing plate capable of withstanding 136 lb uplift at joint BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 10 and lb uplift 5. bracing. 7) djoint i This truss s designed in accordance with the 2018 truss International Building Code section 2306.1 and MiTek recommends that Stabilizers and referenced standard ANSI/TPI 1. required cross bracing be installed during 8) This truss has been designed for a moving concentrated truss erection, in accordance with Stabilizer load of 6.0Ib dead located at all mid panels and at all Installation guide. panel points along the Bottom Chord, nonconcurrent with REACTIONS (lb/size) 5=986/0-5-8, (min. 0-1-8), 9) any other live loads. This truss is designed for a creep factor of 3.01, which is 10=998/0-5-8, (min. 0-1-8) used to calculate the Vert(CT) deflection per ANSI/TPI 1. Max Horiz 10=-65 (LC 17) Max Uplift 5=-167 (LC 9), 10=-136 (LC 8) LOAD CASE(S) Standard FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-1402/213, 14-15=-1331/228, 3-15=-1324/241, 3-16=-1350/248, 4-16=-1404/236, 4-5=-2426/363, 2-10=-940/270 BOT CHORD 8-18=-291/2322, 7-18=-291/2322, 7-19=-291/2322, 5-19=-291/2322, 5-20=-83/763, 5-20=-83/763 WEBS 3-8=0/339, 4-8=-1093/217, 2-8=-157/1099 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-9-7 to 1-2-9, Interior (1) 1-2-9 to 7-10-8, Exterior(2R) 7-10-8 to 10-10-8, Interior (1) 10-10-8 to 23-0-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply P1-PL-2 AB02 Common 1 Job Reference (optional) Builder FirstSource, M.BRITT Camber = 3/16 in Scale = 1:49.4 Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:44:41 Page: 1 I D:kgLB_5AJAh69epLl6rObihywRTL-o7ZDEgPSzjkQRgzkOl IDOth?78T6sz3yzl2eBvye?N6 -1-9-0 7-10-8 12-3-12 16-0-3 1, 21-3-0 1, 23-0-0 1-9-0 7-10-8 4-5-4 3-8-7 5-2-13 1-9-0� 4x8= 12 3r 3x4 n 18 10 9 19 8 3x4= 3x4= 4x8= 7-10-8 12-3-12 21-3-0 7-10-8 4-5-4 8-11-4 3x6= 70-3-M� -- Plate Offsets (X, Y): [2:0-3-4,0-1-8], [6:0-1-2,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.10 8-14 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.26 8-14 >414 180 BCLL 0.0` Rep Stress Incr YES WB 0.20 Horz(CT) 0.01 6 n/a n/a BCDL 7.0 Code IBC2018/TPI2014 Matrix-MSH Weight: 95 lb FT = 20 % LUMBER 4) ' This truss has been designed for a live load of 20.Opsf TOP CHORD 2x4 DF No.2 G on the bottom chord in all areas where a rectangle BOT CHORD 2x4 DF No.2 G 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF chord and any other members. Stud G 5) A plate rating reduction of 20% has been applied for the BRACING green lumber members. TOP CHORD Structural Structural wood sheathing directly applied or l woodpurlins 6) Provide mechanical connection (by others) of truss to 6tru0 except end verticals. bearing plate capable of withstanding 100 lb uplift at joint BOT CHORD Rigid ceiling directly applied or 6-0-0 oc (s) 8, 9 except acc , racing.7) This truss is designed in accordance with the 2018 sign) in dance International Building Code section 2306.1 and MiTek recommends that Stabilizers and referenced standard ANSI/TPI 1. required cross bracing be installed during 8) This truss has been designed for a moving concentrated truss erection, in accordance with Stabilizer load of 6.0Ib dead located at all mid panels and at all Installation guide. panel points along the Bottom Chord, nonconcurrent with REACTIONS All bearings 12-5-8. except 6=0-5-8 any other live loads. 9) This truss is designed for a creep factor of 3.01, which is (lb) -Max Horiz 11=-65 (LC 17) used to calculate the Vert(CT) deflection per ANSI/TPI 1. Max Uplift All uplift 100 (lb) or less at joint(s) 8,9 except 6=-110 (LC 9), 11=-120 LOAD CASE(S) Standard (LC 8) Max Grav All reactions 250 (lb) or less at joint (s) except 6=428 (LC 1), 8=702 (LC 1), 9=413 (LC 1), 11=461 (LC 25) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-30/254, 5-6=-386/94, 2-11=-406/187 BOT CHORD 8-20=-35/362, 6-20=-35/362 WEBS 4-8=-423/103, 3-9=403/117, 5-8=-603/140 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-9-7 to 1-2-9, Interior (1) 1-2-9 to 7-10-8, Exterior(2R) 7-10-8 to 10-10-8, Interior (1) 10-10-8 to 23-0-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply P1-PL-2 AB03 Common 6 1 Job Reference (optional) Builder FirstSource, M.BRITT v c00� 1 1- -7 -1-9-0 1, 7-10-8 1-9-0 7-10-8 12 3r- Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:44:41 Page: 1 I D:3?3UiRX?U HYdwdAbTat4ZbywRQJ-o7ZDEgPSzjkQRgzk011 DOth?o8SJsvEyzl2eBvye?N6 12-1-12 17-6-4 4-3-5 5-4-8 4x6 n 3 3x4 a 3x4= 4x8= 8 4x5= 21-3-0 23-0-0 3-8-12 1-9-0 3x10= 70-3-1—!�:: 12-2-12 7-10-8 12-1-12 21-3-0 7-10-8 4-3-5 9-0-4 Camber = 3/16 in 0-0-15 Scale = 1:49.4 Plate Offsets (X, Y): [2:0-3-0,0-2-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.10 9-11 >999 240 MT20 220/195 TCDL 14.0 Lumber IDOL 1.25 BC 0.40 Vert(CT) -0.29 9-11 >493 180 BCLL 0.0' Rep Stress Incr YES WB 0.51 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code IBC2018/TPI2014 Matrix-MSH Weight: 98 lb FT = 20 % LUMBER 3) This truss has been designed for a 10.0 psf bottom TOP CHORD 2x4 DF No.2 G chord live load nonconcurrent with any other live loads. BOT CHORD 2x4 DF No.2 G 4) " This truss has been designed for a live load of 20.Opsf WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF on the bottom chord in all areas where a rectangle Stud G 3-06-00 tall by 2-00-00 wide will fit between the bottom BRACING chord and any other members. TOP CHORD Structural wood sheathing directly applied or 5) A plate rating reduction of 20% has been applied for the 6-0-0 oc purlins, except end verticals. green lumber members. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 6) Provide mechanical connection others) of truss to bracin bearing plate capable of withstanding 128 lb uplift at joint 11, 107 lb uplift at joint 6 and 108 lb uplift at joint 8. MiTek recommends that Stabilizers and 7) This truss is designed in accordance with the 2018 required cross bracing be installed during International Building Code section 2306.1 and truss erection, in accordance with Stabilizer referenced standard ANSI/TPI 1. Installation guide. 8) This truss has been designed for a moving concentrated REACTIONS (lb/size) 6=411/0-5-8, (min. 0-1-8), load of 6.01b dead located at all mid panels and at all 8=1121/0-5-8, (min. 0-1-8), panel points along the Bottom Chord, nonconcurrent with 11=577/0-5-8, (min. 0-1-8) any other live loads. Max Horiz 11=-65 (LC 17) 9) This truss is designed for a creep factor of 3.01, which is Max Uplift 6=-107 (LC 9), 8=-108 (LC 13), used to calculate the Vert(CT) deflection per ANSI/TPI 1. 11=-128 (LC 8) LOAD CASE(S) Standard Max Grav 6=415 (LC 26), 8=1121 (LC 1), 11=587 (LC 25) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-363/79, 15-16=-292/95, 3-16=-286/107, 3-17=-268/117, 4-17=-297/101, 4-5=-50/430, 5-6=-557/119, 2-11=-509/206 BOT CHORD 9-19=-369/107, 8-19=-369/107, 8-20=-73/545, 6-20=-73/545 WEBS 4-9=-73/710, 4-8=-862/175, 5-8=-918/182 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-9-7 to 1-2-9, Interior (1) 1-2-9 to 7-10-8, Exterior(2R) 7-10-8 to 10-10-8, Interior (1) 10-10-8 to 23-0-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Job Truss Truss Type Qty Ply P1-PL-2 AB04 Common Supported Gable 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Scale = 1:49.4 Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:44:41 Page: 1 ID:kETPnwjf2lrZegQidGW rVMywRFk-o7ZDEgPSzjkQRgzk0l I DOth6r8ULsrxyzl2eBvye?N6 -1-9-0 7-10-8 15-10-8 1, 21-3-0 1, 23-0-0 1-9-0 7-10-8 8-0-0 5-4-8 1-9-0 4 4x6= 4x6 312 7 8 9 10 11 38 31 39 30 40 29 41 281227 43 264425 45 24 46 23 47 22 48 21 49 20 50 2x6 n 1.5x4n 1.5x4n 3x4= 1.5x4 n 1.5x4 n 1.5x4 n 1.5x4 n 1.5x4 n 1.5x4 n 1.5x4 n 6x8= 5x6= 3x10 n 14-6-8 21-3-0 14-6-8 6-814-6-8 6-8-88 �-3-� Plate Offsets (X, Y): [3:0-3-0,Edge], [17:0-3-0,Edge], [18:0-2-6,Edge], [21:0-3-9,0-3-0], [27:0-3-0,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.27 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.72 Horz(CT) 0.02 18 n/a n/a BCDL 7.0 Code IBC2018/TPI2014 Matrix-MSH Weight: 117 lb FT = 20 % LUMBER BOT CHORD 31-38=-187/252, 31-39=-204/269, TOP CHORD 2x4 DF N0.2 G *Except* T3,T2:2x6 DF No.2 30-39=-357/421, 30-40=-374/438, G 2940=-526/591, 29-41=-603/608, BOT CHORD 2x4 DF No.2 G 28-41=-695/748, 28-42=-704/791, WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 2742=-786/851, 27-43=-846/914, Stud G 26-43=-921/987, 26-44=-931/997, OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 2544=-1024/1090, 25-45=-1101/1169, Stud G 2445=-1193/1259, 24-46=-1278/1276, 23-46=-1363/1429, 23-47=-1380/1510, BRACING 2247=-1532/1598, 22-48=-1617/1683, TOP CHORD Structural wood sheathing directly applied or 2148=-1702/1766, 21-49=-467/528, 5-7-12 oc purlins, except end verticals. 2049=-552/612, 20-50=-823/876, BOT CHORD Rigid ceiling directly applied or 4-10-5 oc 18-50=-1094/1147, 18-51=-283/358, racing. 18-51=-395/470 MiTek recommends that Stabilizers and WEBS 8-27=-325/304, 16-20=-1679/1566, required cross bracing be installed during 16-21=-1882/1875 truss erection, in accordance with Stabilizer NOTES Installation guide. 1) Unbalanced roof live loads have been considered for this REACTIONS All bearings 21-3-0. design. 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) (lb) - Max Horiz 32=-63 (LC 47) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. Max Uplift All uplift 100 (lb) or less atjoint(s) (l ) o II; Exp C; Enclosed; MWFRS (envelope) exterior zone 22, 23, 24, 29 except 22, 23,6 , 29 ex a and C-C Corner(3E) -1-9-7 to 1-2-9, Exterior(2N) 1-2-9 (LC (LC (LC 32), 490 (L 18=-4140), to 7-10-8, Corner(3R) 7-10-8 to 10-10-8, Exterior(2N) (), 31), 216 1 21 117627=-(0 31 , 2 -l5106 10-10-8 to 23-0-7 zone; cantilever left and right (LC 29), exposed ; end vertical left and right exposed;C-C for (LC 29), 31=-202 (LC 32=-240 members and forces & MWFRS for reactions shown; (LC 29), 33=-416 (LC 38) Lumber plate grip DOL=1.60 Max Grav All reactions 250 (lb) or less at joint designed 3) Truss designed for wind loads in the plane of the truss (s 24,18=25, 8, (s) 22, 23, 24, 25, 26, 28, 29, 30, only. For studs exposed to wind (normal to the face), except (LC 31 except(LC 49), see Standard Industry Gable End Details as applicable, 9 (LC 49), (LC 52), or consult qualified building designer as per ANSI/TPI 1. 50) 27=167 (LC 50), 321=11 (LC 53), 4) All plates are 2x4 MT20 unless otherwise indicated. 33=336 (LC 5) Gable requires continuous bottom chord bearing. FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 6) Gable studs spaced at 1-4-0 oc. (lb) or less except when shown. 7) This truss has been designed for a 10.0 psf bottom TOP CHORD 4-5=-366/415, 5-36=-465/518, chord live load nonconcurrent with any other live loads. 6-36=-553/614, 6-7=-719/793, 7-8=-855/939, 8) * This truss has been designed for a live load of 20.Opsf 8-9=-847/932, 9-10=-932/1012, on the bottom chord in all areas where a rectangle 10-11=-1071/1159, 11-12=-1261/1328, 3-06-00 tall by 2-00-00 wide will fit between the bottom 12-37=-1261/1331, 13-37=-1427/1484, chord and any other members. 13-14=-1596/1642, 14-15=-1774/1811, 9) A plate rating reduction of 20% has been applied for the 15-16=-1941/1950, 16-17=-955/826, green lumber members. 17-18=-1163/1181 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 28, 29, 25, 24, 23, 22 except Qt=lb) 32=240, 18=416, 27=290, 30=106, 31=201, 26=151, 21=1176, 20=1489, 18=416. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.0Ib dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total drag load of 2700 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 21-3-0 for 127.1 plf. 14) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 15) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply PI-PL-2 AC01 Roof Special Supported Gable 1 1Job Reference (optional) Builder FirstSource, M.BRITT Scale = 1:53.5 Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:44:41 Page: 1 D: m Rg Ew7zS RrmoSUZnaV Im8BywR54-kWh_fLQj V K_8h_77 Wj Kh51 m S ix7XKwvFRCXI Foye?N4 -0-1-8 1. 14-7-7 16-9-8 18-6-8 JI 14-7-7 2-2-1 1-9-0 0-1-8 2x6 n 12 1.5x4n 1.5x4n 1.5x4n 1.5x4n 1.5x4n 3x10= 1.5x4 n 1.5x4 n 1.5x4 n 1.5x4 n 14-8-15 16-9-8 14-8-15 2-0-9 Plate Offsets (X, Y): [12:0-3-0,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.01 15-27 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.48 Vert(CT) 0.01 15-27 >999 180 BCLL 0.0` Rep Stress Incr YES WB 0.05 Horz(CT) -0.04 24 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 92 lb FT = 20 % LUMBER TOP CHORD 2x4 DF No.2 G *Except* T1:2x6 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-8-8 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 16-9-8. except 12= Mechanical (lb) - Max Horiz 12=-170 (LC 33) Max Uplift All uplift 100 (lb) or less atjoint(s) 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 except 12=-103 (LC 29), 13=-866 (LC 32), 25=-866 (LC 32) Max Grav All reactions 250 (lb) or less at joint (s) 12, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 except 13=879 (LC 49), 25=879 (LC 49) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-348/346, 3-4=-597/575, 4-5=-848/803, 5-6=-1101/1033, 6-7=-1352/1266, 7-8=-1604/1513, 8-9=-1856/1761, 9-10=-2109/1984, 10-11=-2365/2253, 11 -1 2=-2773/2619, 12-13=-2918/2935 BOT CHORD 23-28=-322/343, 23-29=4201367, 22-29=-570/583, 22-30=-652/699, 21-30=-810/823, 21-31=-928/847, 20-31=-1050/1063, 20-32=-1161/1182, 19-32=-1290/1303, 19-33=-1410/1423, 18-33=-1530/1543, 18-34=-1642/1630, 17-34=-1770/1783, 17-35=-1890/1903, 16-35=-2002/1999, 16-36=-2130/2143, 15-36=-2250/2263, 15-37=-2547/2559, 13-37=-2843/2855, 13-38=-813/852, 13-38=-972/1011 NOTES 1) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -0-1-8 to 3-0-12, Exterior(2N) 3-0-12 to 18-6-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 24, 18, 19, 20, 21, 22, 23, 17, 16, 15 except Qt=lb) 13=866, 12=102, 13=866. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 12) This truss has been designed for a total drag load of 180 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 16-9-8 for 180.0 plf. 13) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply PI-PL-2 ACO2 Roof Special 16 1 Job Reference (optional) Builder FirstSource, M.BRITT Camber = 5/16 in Scale = 1:49.5 Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:44:41 Page: 1 ID:vLbh5KmPnivQjSoYJIJoF?ywQxO-kW h_fLQjVK_8h_77WjKh5i mNJx51 Ko5FRcXIFoye?N4 0-1-12 -0-1-8 IU, 8-0-10 111 7-10-14 0-1-8 0-1-12 3x10n 3x6= 1.5x4 n 8-0-10 8-0-10 16-9-8 18-6-8 8-8-14 t 1-9-0 16-9-8 8-8-14 3x6= 40-3-1E�:: Plate Offsets (X, Y): [1:0-3-13,Edge], [3:0-3-0,0-1-10] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.14 5-9 >999 240 MT20 220/195 TCDL 14.0 Lumber IDOL 1.25 BC 0.64 Vert(CT) -0.47 5-9 >428 180 BCLL 0.0` Rep Stress Incr YES WB 0.55 Horz(CT) -0.03 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 69 lb FT = 20 % LUMBER 6) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 76 lb uplift at joint BOT CHORD 2x4 DF No.2 G 1 and 188 lb uplift at joint 3. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 7) This truss is designed in accordance with the 2018 Stud G International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 8) This truss has been designed for a moving concentrated 3-11-6 oc purlins. load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 10-0-0 oc panel points along the Bottom Chord, nonconcurrent with bracing. any other live loads. WEBS 1 Row at mid t 2-6 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. MiTek recommends that Stabilizers and 10) This truss is designed for a creep factor of 3.01, which is required cross bracing be installed during used to calculate the Vert(CT) deflection per ANSI/TPI 1. truss erection, in accordance with Stabilizer LOAD CASE(S) Standard Installation guide. REACTIONS (lb/size) 1=676/ Mechanical, (min. 0-1-8), 3=810/0-5-8, (min. 0-1-8) Max Horiz 1=-178 (LC 9) Max Uplift 1=-76 (LC 13), 3=-188 (LC 9) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1621/351 BOTCHORD 6-11 =-268/1538, 5-11 =-268/1538, 5-12=-268/1538, 3-12=-268/1538, 3-13=-84/550, 3-13=-84/550 WEBS 1-6=-48/469, 2-5=0/338, 2-6=-1597/279 NOTES 1) Wind: ASCE 7-16; VuIt=11 Omph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-13 to 3-1-13, Interior (1) 3-1-13 to 18-6-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. Job Truss Truss Type Qty Ply PI-PL-2 AC03 Roof Special 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Camber = 3/8 in Scale = 1:50.1 Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:44:41 Page: 1 ID:vLbh5KmPnivQjSoYJIJoF?ywQxO-kW h_fLQjVK_8h_77WjKh5lmPLx45KICFRCXIFoye?N4 0-1-12 0-1-8 5-2-6 1, 8-0-10 11 5-0-10 2-10-4 0-1-8 0-1-12 2x4 n 4x8 n 1 2x4 n 3x4, 3x4= 1.5x4 n 8-0-10 8-8-14 1-9-0 30-3-U�-- 3x6= 16-9-8 8-8-14 Plate Offsets (X, Y): [1:04-0,0-1-13], [3:0-3-0,Edge], [5:0-3-0,0-1-10] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.15 7-16 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.50 7-16 >399 180 BCLL 0.0` Rep Stress Incr YES WB 0.71 Horz(CT) -0.03 5 n/a n/a BCDL 7.0 Code IBC2018/TPI2014 Matrix-MSH Weight: 85 lb FT = 20 % LUMBER 4) This truss has been designed for a 10.0 psf bottom TOP CHORD 2x6 DF No.2 G *Except* T2:2x4 DF No.2 G chord live load nonconcurrent with any other live loads. BOT CHORD 2x4 DF No.2 G 5) " This truss has been designed for a live load of 20.Opsf WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF on the bottom chord in all areas where a rectangle Stud G 3-06-00 tall by 2-00-00 wide will fit between the bottom OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF chord and any other members. Stud G 6) A plate rating reduction of 20% has been applied for the BRACING green lumber members. TOP CHORD Structural Structural wood sheathing directly applied or l woos. 7) Refer to girder(s) for truss to truss connections. 3tru2 8) Provide mechanical connection (by others) of truss to BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bearing plate capable of withstanding 77 lb uplift at joint bracing. 1 and 187 lb uplift at joint 5. WEBS 1 Row at mid t 4-8 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and MiTek recommends that Stabilizers and referenced standard ANSI/TPI 1. required cross bracing be installed during 10) This truss has been designed for a moving concentrated truss erection, in accordance with Stabilizer load of 6.01b dead located at all mid panels and at all Installation guide. panel points along the Bottom Chord, nonconcurrent with REACTIONS Mechanical, (lb/size) 1=676/ Mechanical, (min. 0-1-8), , (min. any other live loads. 11) Gap between inside of top chord bearing and first 5=810/ (min. diagonal or vertical web shall not exceed 0.500in. Max Horiz 1=- 174 (LC 9) 12) This truss is designed for a creep factor of 3.01, which is Max Uplift 1=-7 (LC 13), 5=-187 (LC 9) used to calculate the Vert(CT) deflection per ANSI/TPI 1. FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 LOAD CASE(S) Standard (lb) or less except when shown. TOP CHORD 4-5=-1581/333 BOT CHORD 8-18=-250/1495, 7-18=-250/1495, 7-19=-250/1495, 5-19=-250/1495, 5-20=-82/547, 5-20=-82/547 WEBS 8-9=-35/432, 1-9=-45/464, 4-7=0/341, 4-8=-1466/232 NOTES 1) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-13 to 3-1-13, Interior (1) 3-1-13 to 18-6-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 1-4-0 oc. Truss Truss Type Qty PlyL-2 LP1_Pob AD01 Flat Structural Gable 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:44:41 Page: 1 I D:zVXooG9U EYxuZMEiBTu IYkywOwW-GJ7bSOQ4k1 sH3gYxy?pSZSDICXgkbNj5CyoBjMye?N5 7-6-0 15-0-0 7-6-0 7-6-0 2x4n 3x6= 2An 1 2 3 4 5 6 7 8 9 10 11 6x8= 3x6 n 3x6 n 12 6x8= 7-6-4 1, 13-3-12 15-0-0 7-6-4 5-9-8 1-8-4 Scale = 1:56.2 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.02 15 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.04 15-16 >999 180 BCLL 0.0' Rep Stress Incr NO WB 0.43 Horz(CT) 0.00 19 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 151 lb FT = 20% LUMBER WEBS 24-26=-693/705, 26-27=-682/694, TOP CHORD 2x4 DF No.2 G 27-28=-683/694, 28-29=-678/691, BOT CHORD 2x4 DF No.2 G 25-29=-693/702, 6-25=-754/774, WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 6-30=-855/872, 30-31=-706/720, Stud G 31-32=-722/736, 32-33=-732/744, OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 33-34=-744/756, 12-34=-719/734, Stud G 13-34=-282/226 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 18-19. JOINTS 1 Brace at Jt(s): 27, 29 31 33 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 7-8-0. except 12=1-10-0, 18=0-3-8, 13=0-3-8 (lb) - Max Horiz 24=-196 (LC 8) Max Uplift All uplift 100 (lb) or less atjoint(s) 13, 20, 21, 22, 23 except 12=-416 (LC 36), 18=-277 (LC 32), 19=-285 (LC 49), 24=-450 (LC 29) Max Grav All reactions 250 (lb) or less at joint (s) 19, 20, 21, 22, 23 except 12=404 (LC 29), 13=431 (LC 1), 18=510 (LC 1), 24=442 (LC 36) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-252/260, 34=-341/349, 4-5=-430/438, 5-6=-574/583, 6-7=-562/554, 7-8=-439/422, 8-9=-350/337, 9-10=-262/254 BOT CHORD 24-35=-639/636, 23-35=-599/597, 23-36=-560/557, 22-36=-515/513, 22-37=-471/460, 21-37=-427/424, 21-38=-382/380,20-38=-332/300, 20-39=-282/291, 16-40=-282/279, 1641=-326/324, 1541=-371 /359, 1542=-380/377, 14-42=451/448, 1443=-504/502, 13-43=-549/546, 1344=-565/556, 12-44=-640/647 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 23, 22, 21, 20, 13 except (jt=lb) 24=449, 12=415, 19=284, 18=276. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total drag load of 1000 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 15-0-0 for 66.7 plf. 14) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PL-2 AE01 Monopitch Structural Gable 1 Job Reference (optional) Builder FirstSource, M.BRITT O L6 O M D) Lh co M V V Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:44:41 Page: 1 ID:xJOOKG1 ikATufBbUmWAeKQywQu5-GJ7bSOQ4k1sH3gYxy?pSZ5DHGXgZbPw5CyoBjMye?N5 0-5-10 1� 7-4-4 13-2-0 6-10-10 5-9-12 0-5-10 12 025 r 411 2x6 a 3x4= 3x4= 7-4-4 13-2-0 Camber =1/16 in 7-4-4 5-9-12 Scale = 1:45.9 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.05 5-6 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.12 5-6 >712 180 BCLL 0.0* Rep Stress Incr YES WB 0.29 Horz(CT) 0.00 4 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 78 lb FT = 20 % LUMBER 7) This truss is designed in accordance with the 2018 TOP CHORD 2x4 DF No.2 G International Building Code section 2306.1 and BOT CHORD 2x4 DF No.2 G referenced standard ANSI/TPI 1. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 8) This truss has been designed for a moving concentrated Stud G *Except* W1:2x6 DF No.2 G load of 6.0Ib dead located at all mid panels and at all BRACING panel points along the Bottom Chord, nonconcurrent with TOP CHORD Structural wood sheathing directly applied or any other live Toads. 6-0-0 oc purlins, except end verticals. 9) This truss is designed for a creep factor of 3.01, which is BOT CHORD Rigid ceiling directly applied or 10-0-0 oc used to calculate the Vert(CT) deflection per ANSI/TPI 1. racing. LOAD CASE(S) Standard MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=205/5-11-8, (min. 0-1-8), 5=574/5-11-8, (min. 0-1-8), 6=270/0-5-8, (min. 0-1-8) Max Horiz 6=232 (LC 9) Max Uplift 4=-38 (LC 12), 5=-81 (LC 12), 6=-105 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-224/322 BOT CHORD 6-8=-333/365, 5-8=-333/365 WEBS 1-5=-265/182, 2-5=475/490 NOTES 1) Wind: ASCE 7-16; VuIt=11 Omph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 6, 81 lb uplift at joint 5 and 38 lb uplift at joint 4. Job Truss Truss Type Qty Ply P1-PL-2 AE02 Monopitch 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Lrn m Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:44:41 Page: 1 ID:AS3CKgEhhyNhHSZtOsYiSeywDBA-GJ7bSOQ4k1sH3gYxy?pSZSDHkxg5bLY5CyoBjMye?N5 0-5-10 6-7-0 13-2-0 6-1-6 6-7-0 0-5-10 12 n 95r 611 2x6 n 3x4= 5x6= t 6-7-0 13-2-0 6-7-0 6-7-0 Scale = 1:44.6 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.04 4-5 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.09 4-5 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.57 Horz(CT) 0.01 4 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 78 lb FT = 20 % LUMBER 8) This truss is designed in accordance with the 2018 TOP CHORD 2x4 DF No.2 G International Building Code section 2306.1 and BOT CHORD 2x4 DF No.2 G referenced standard ANSI/TPI 1. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 9) This truss has been designed for a moving concentrated Stud G *Except* W1:2x6 DF No.2 G load of 6.01b dead located at all mid panels and at all BRACING panel points along the Bottom Chord, nonconcurrent with TOP CHORD Structural wood sheathing directly applied or any other live Toads. 6-0-0 oc purlins, except end verticals. 10) This truss is designed for a creep factor of 3.01, which is BOT CHORD Rigid ceiling directly applied or 8-11-7 oc used to calculate the Vert(CT) deflection per ANSI/TPI 1. racing. LOAD CASE(S) Standard MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=524/ Mechanical, (min. 0-1-8), 6=524/0-5-8, (min. 0-1-8) Max Horiz 6=232 (LC 9) Max Uplift 4=-83 (LC 12), 6=-129 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-483/452, 1-2=-512/391 BOT CHORD 6-8=-325/373, 5-8=-325/373, 5-9=-490/508, 4-9=-490/508 WEBS 1-5=-540/553, 2-5=-190/343, 2-4=-569/509 NOTES 1) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 lb uplift at joint 6 and 83 lb uplift at joint 4. Job Truss Truss Type Qty Ply P1-PL-2 AE03 Monopitch 1 1 Job Reference (optional) Builder FirstSource, M.BRITT 4x8= 1 O N VY 1 4 V 6 101 2x611 Scale = 1:47.2 Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:44:41 Page: 1 ID:76iNJAScDom?30WXdLO9jeywDAt-GJ7bSOQ4k1sH3gYxy?pSZ5DEcXgobKE5CyoBjMye?N5 6-5-7 12-10-14 6-5-7 6-5-7 0.2512 3x10 = 3x10= 6-5-7 12-10-14 6-5-7 6-5-7 2x6 n 6x8 = Plate Offsets (X, Y): [2:0-3-9,0-1-8], [5:0-3-9,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.03 4-5 >999 240 MT20 220/195 TCDL 14.0 Lumber IDOL 1.25 BC 0.32 Vert(CT) -0.09 4-5 >999 180 BCLL 0.0` Rep Stress Incr NO WB 0.59 Horz(CT) -0.01 4 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 70 lb FT = 20 % LUMBER 5) A plate rating reduction of 20% has been applied for the TOP CHORD 2x4 DF No.2 G green lumber members. BOT CHORD 2x4 DF No.2 G 6) Refer to girder(s) for truss to truss connections. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 7) Provide mechanical connection (by others) of truss to Stud G bearing plate atjoint(s) 6. BRACING 8) Provide mechanical connection (by others) of truss to TOP CHORD Structural wood sheathing directly applied or bearing plate capable of withstanding 733 lb uplift at joint 5-2-9 oc purlins, except end verticals. 6 and 657 lb uplift at joint 4. BOT CHORD Rigid ceiling directly applied or 5-6-9 oc 9) This truss is designed in accordance with the 2018 bracing. International Building Code section 2306.1 and WEBS 1 Row at mid t 1-5 2-4 referenced standard ANSI/TPI 1. 10) This truss has been designed for a moving concentrated MiTek recommends that Stabilizers and load of 6.0Ib dead located at all mid panels and at all required cross bracing be installed during panel points along the Bottom Chord, nonconcurrent with truss erection, in accordance with Stabilizer any other live loads. Installation guide. 11) This truss has been designed for a total drag load of REACTIONS (lb/size) 4=517/ Mechanical, (min. 0-1-8), 2000 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) 6=517/0-2-6, (min. 0-1-8) Connect truss to resist drag loads along bottom chord Max Horiz 6=144 (LC 9) from 0-0-0 to 12-10-14 for 155.0 plf. Max Uplift 4=-657 (LC 38), 6=-733 (LC 29) 12) This truss is designed for a creep factor of 3.01, which is Max Graft 4=862 (LC 49), 6 =-7 (LC 50) used to calculate the Vert(CT) deflection per ANSI/TPI 1. FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 LOAD CASE(S) Standard (lb) or less except when shown. TOP CHORD 1-6=-906/946, 1-2=-1341/1328, 2-3=-1040/1015 BOT CHORD 6-7=-589/568, 5-7=-1160/1150, 5-8=-877/711, 4-8=-1268/1375 WEBS 1-5=-1453/1476, 2-5=-670/826, 2-4=-1549/1546 NOTES 1) Wind: ASCE 7-16; VuIt=11 Omph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. Job Truss Truss Type Qty Ply P1-PL-2 AE04 Jack -Closed 7 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:44:41 Page: 1 ID:hgyQSWeFK18T18yynp1mxUywQpQ-GJ7bSOQ4k1sH3gYxy?pSZSDHkxgGbL?SCyoBjMye?N5 0 LO V N 7 3x6 = 1 6-5-7 12-10-14 6-5-7 6-5-7 0.25 2 3x4 = 2x6 n 0 7 1.5x4 n 3x4 = 3x4 = 6-5-7 12-10-14 6-5-7 6-5-7 Scale = 1:45.6 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.03 4-5 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.09 4-5 >999 180 BCLL 0.0' Rep Stress Incr YES WB 0.54 Horz(CT) 0.01 4 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 70 lb FT = 20 % LUMBER 8) This truss is designed in accordance with the 2018 TOP CHORD 2x4 DF No.2 G International Building Code section 2306.1 and BOT CHORD 2x4 DF No.2 G referenced standard ANSI/TPI 1. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 9) This truss has been designed for a moving concentrated Stud G load of 6.01b dead located at all mid panels and at all BRACING panel points along the Bottom Chord, nonconcurrent with TOP CHORD Structural wood sheathing directly applied or any other live Toads. 6-0-0 oc purlins, except end verticals. 10) This truss is designed for a creep factor of 3.01, which is BOT CHORD Rigid ceiling directly applied or 9-7-14 oc used to calculate the Vert(CT) deflection per ANSI/TPI 1. racing. LOAD CASE(S) Standard MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=517/ Mechanical, (min. 0-1-8), 6=517/ Mechanical, (min. 0-1-8) Max Horiz 6=144 (LC 9) Max Uplift 4=-60 (LC 12), 6=-96 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-477/375, 1-2=-500/328 BOT CHORD 5-8=-420/496, 4-8=-420/496 WEBS 1-5=-406/553, 2-5=-192/278, 2-4=-561/431 NOTES 1) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 96 lb uplift at joint 6 and 60 lb uplift at joint 4. Job Truss Truss Type Qty Ply P1-PL-2 AE05 Flat 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:44:41 Page: 1 ID:hgyQSWeFK18T18yynp1mxUywQpQ-GJ7bSOQ4k1sH3gYxy?pSZSDHbXr2bP35CyoBjMye?N5 0-3-9 12-10-14 6-5-7 12-7-5 6-1-14 6-1-14 0-3-9 0-3-9 3x10= 0 L6 3x10a 3x6-- 3x10= 30 5 31 2x6n 3x10= 2x6n 6-5-7 12-10-14 Scale=1:52.4 6-5-7 6-5-7 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.03 5-6 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.24 Vert(CT) -0.08 5-6 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.28 Horz(CT) 0.00 4 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 130 lb FT = 20 % LUMBER 6) Gable studs spaced at 1-4-0 oc. TOP CHORD 2x4 DF No.2 G 7) This truss has been designed for a 10.0 psf bottom BOT CHORD 2x4 DF No.2 G chord live load nonconcurrent with any other live loads. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 8) * This truss has been designed for a live load of 20.Opsf Stud G on the bottom chord in all areas where a rectangle OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 3-06-00 tall by 2-00-00 wide will fit between the bottom Stud G chord and any other members. BRACING 9) A plate rating reduction of 20% has been applied for the TOP CHORD Structural Structural wood sheathing directly applied or l wood green lumber members. 10) Refer to girder(s) for truss to truss connections. 6tru0 except end verticals. 11) Provide mechanical connection (by others) of truss to BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bearing plate capable of withstanding 120 lb uplift at joint bracing. 6 and 120 lb uplift at joint 4. JOINTS 1 Brace at Jt(s): 8, 12) This truss is designed in accordance with the 2018 9 10 International Building Code section 2306.1 and MiTek recommends that Stabilizers and referenced standard ANSI/TPI 1. required cross bracing be installed during 13) This truss has been designed for a moving concentrated truss erection, in accordance with Stabilizer load of 6.01b dead located at all mid panels and at all Installation guide. panel points along the Bottom Chord, nonconcurrent with REACTIONS (lb/size) 4=517/ Mechanical, (min. 0-1-8), any other live loads. 14) This truss is designed for a creep factor of 3.01, which is 6=517/ Mechanical, (min. 0-1-8) used to calculate the Vert(CT) deflection per ANSI/TPI 1. Max Horiz 6=-196 (LC 8) Max Uplift 4=-120 (LC 9), 6=-120 (LC 8) LOAD CASE(S) Standard FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-479/417, 1-7=-468/395, 1-2=-365/265, 2-3=-362/254, 4-11=-477/413, 3-11=-483/416 BOT CHORD 6-30=-251/266, 5-30=-251/266 WEBS 1-8=-344/430, 5-8=-375/438, 5-9=-498/453, 2-9=-499/448, 5-10=-397/458, 3-10=-392/460 NOTES 1) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). Job Truss Truss Type Qty Ply P1-PL-2 AF01 Common Supported Gable 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:44:41 Page: 1 ID:IgCwYkXMXYwxx_ARhXTIDlywQNA-GJ7bSOQ4k1sH3gYxy?pSZSDIgXgxbRFSCyoBjMye?N5 15-5-6 13-8-8 2x4 n 2x4n 4x6= 312 2x4u 2x4u 2x4n 2x4n 11 1213 2x4n 2x4u 2x4 n 2x4 n 2x4 n 9 10 14 15 2x4 n 2x4 n 3x4 it 2x4n 7 8 16 17 2x4n 2x4n 2x4n 5 6 S S Sig ST 18 19 2x4n 4x6, 4x6 , 3 4 S S S ST ST ST 20 2122 2 S S 4 ST ST 23 7224 153 ST ST 0-4-11 54 45 55 44 56 43 57 42 58 4439 39 60 38 61 37 62 366335 64 34 65 3332 31 66 30 67 29 68 28 69 27 70 26 71 3x4= 3x4= 3x4= 5x8 n 29-1-14 Scale = 1:55.7 1-9-0 25 7 0-9-15 Plate Offsets (X, Y): [1:0-3-1,0-04], [2:0-3-0,Edge], [22:0-3-0,Edge], [24:0-1-9,0-6-7] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.31 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.14 Horz(CT) 0.01 35 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 160 lb FT = 20 % LUMBER TOP CHORD 2x4 DF N0.2 G *Except* T2,T3:2x6 DF No.2 G BOT CHORD 2x4 DF No.2 G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G SLIDER Right 2x6 DF No.2 G-- 1-7-15 BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-5-3 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 29-1-14. (lb) - Max Horiz 1=-64 (LC 47), 46=-64 (LC 47) Max Uplift All uplift 100 (lb) or less atjoint(s) 28, 29, 30, 31, 33, 34, 35, 36, 37, 38, 39, 41, 42, 43 except 1=-364 (LC 29), 24=-642 (LC 32), 26=-536 (LC 39), 27=-266 (LC 32), 44=-121 (LC 49), 45=-184 (LC 38), 46=-364 (LC 29), 49=-642 (LC 32) Max Grav All reactions 250 (lb) or less at joint (s) 28, 29, 30, 31, 33, 34, 35, 36, 37, 38, 39, 41, 42, 43, 44 except 1=429 (LC 50), 24=675 (LC 49), 26=575 (LC 50), 27=293 (LC 49), 45=422 (LC 1), 46=429 (LC 50), 49=675 (LC 49) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1329/1331, 2-3=-1263/1166, 3-4=-1031/1033, 4-5=-920/942, 5-6=-805/835, 6-7=-697/729, 7-8=-589/623, 8-9=-481/517, 9-10=-373/412, 10-11=-264/302, 14-15=-260/296, 15-16=-368/397, 16-17=-476/498, 17-18=-584/599, 18-19=-693/701, 19-20=-804/805, 20-21=-875/865, 21-22=-901/901, 22-23=-1029/1025, 23-24=-1074/1065 BOT CHORD 1-53=403/438, 1-53=-347/382, 1-54=-1257/1305, 45-54=-1110/1111, 45-55=-966/1014,44-55=-911/960, 44-56=-856/905, 43-56=-801 /850, 43-57=-747/790, 42-57=-692/740, 42-58=-637/685,41-58=-582/625, 4041=-527/575, 40-59=472/521, 39-59=-470/521, 39-60=417/466, 38-60=-362/411, 38-61=-308/356, 37-61=-252/301, 32-33=-209/258, 31-32=-308/357, 31-66=-359/411, 30-66=-418/466, 30-67=473/477, 29-67=-525/576, 29-68=-583/631, 28-68=-637/675, 28-69=-692/741, 27-69=-747/796, 27-70=-802/850, 26-70=-857/905, 26-71=-869/918, 24-71=-979/1027, 24-72=-988/1036, 24-72=-1056/1104 WEBS 21-26=-427/378, 3-45=-318/151 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-3-2 to 3-3-2, Exterior(2N) 3-3-2 to 15-8-8, Corner(3R) 15-8-8 to 18-10-13, Exterior(2N) 18-10-13 to 31-2-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 35, 34, 33, 31, 30, 29, 28, 37, 36, 38, 39, 41, 42, 43 except Qt=lb) 1=364, 24=641, 27=265, 26=536, 44=121, 45=183,1=364,24=641. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total drag load of 2400 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 29-1-14 for 82.3 plf. 14) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PL-2 AF02 Common 6 1 Job Reference (optional) Builder FirstSource, M.BRITT Camber = 5/8 in Scale = 1:58.1 Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:44:41 Page: 1 I D: E65QagOxGXlr1 ULrC4ep 1_ywQJz-GJ7bSOQ4k1 sH3gYxy?pSZSDDMXi_bKSSCyoBjMye?N5 18-1-3 30-10-14 13-11-12 16-11-1 29-1-14 7-10-10 12-9-10 15-5-6 23-0-3 29-0-2 7-10-10 4-11-0 1-2- 1-5-1 1-5-1 1-2- 4-11-0 5-11-15 0-1-12 1-9-0 3x4= 3x6 c 1.5x4 n 12 1.5x4 n 5 3x6, 6xlu= 1.5x4n 3x4n 3x4n 5x8= 7-10-10 7-10-10 MT20HS 3x10 = 5x8= 5x8= 4x8= 12-9-10 18-1-3 23-0-3 4-11-0 5-3-94-11-0 8-9-1T 7x8o 29-1-14 I. 6-1-11 Plate Offsets (X, Y): [5:0-2-0,Edge], [11:0-3-0,0-2-0], [12:0-3-9,0-2-8], [14:0-1-12,0-2-0], [15:0-2-8,0-2-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.34 15-17 >999 240 MT20 220/195 TCDL 14.0 Lumber IDOL 1.25 BC 0.82 Vert(CT) -0.96 15-17 >363 180 MT20HS 165/146 BCLL 0.0* Rep Stress Incr YES WB 0.64 Horz(CT) 0.14 11 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 136 lb FT = 20% LUMBER 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) TOP CHORD 2x4 DF No.2 G Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. BOT CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G 11; Exp C; Enclosed; MWFRS (envelope) exterior zone *Except* B3:2x4 DF No.2 G and C-C Exterior(2E) 0-3-2 to 3-3-2, Interior (1) 3-3-2 to WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 15-8-8, Exterior(2R) 15-8-8 to 18-8-8, Interior (1) 18-8-8 Stud G *Except* W4:2x6 DF No.2 G, W6:2x4 to 31-2-7 zone; cantilever left and right exposed ; end DF No.2 G vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber BRACING DOL=1.60 plate grip DOL=1.60 TOP CHORD Structural wood sheathing directly applied or 3) 80.01b AC unit load placed on the bottom chord, 15-5-6 2-2-12 oc purlins. from left end, supported at two points, 3-0-0 apart. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 4) All plates are MT20 plates unless otherwise indicated. racing. 5) The Fabrication Tolerance at joint 16 = 12% MiTek recommends that Stabilizers and 6) This truss has been designed for a 10.0 psf bottom required cross bracing be installed during chord live load nonconcurrent with any other live loads. truss erection, in accordance with Stabilizer 7) * This truss has been designed for a live load of 20.Opsf Installation guide. on the bottom chord in all areas where a rectangle REACTIONS (lb/size) 1=1222/ Mechanical, (min. 0-1-8), 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 11 =1 368/0-5-8, (min. 0-1-8) 8) A plate rating reduction of 20% has been applied for the Max Horiz 1=-65 (LC 17) green lumber members. Max Uplift 1=-93 (LC 8), 11=-141 (LC 9) 9) Refer to girder(s) for truss to truss connections. FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 10) Provide mechanical connection (by others) of truss to (lb) or less except when shown. bearing plate capable of withstanding 93 lb uplift at joint TOP CHORD 1-21=-3761/358, 2-21=-3707/378, 1 and 141 lb uplift at joint 11. 2-22=-2766/270, 3-22=-2691/272, 11) This truss is designed in accordance with the 2018 3-4=-2581/280, 6-7=-2596/278, International Building Code section 2306.1 and 7-23=-2678/264, 8-23=-2753/263, referenced standard ANSI/TPI 1. 8-24=-2977/293, 9-24=-3025/273 12) This truss has been designed for a moving concentrated BOT CHORD 1-25=-126/1160, 1-25=-126/1160, load of 6.01b dead located at all mid panels and at all 1-26=-311/3596, 17-26=-311/3596, panel points along the Bottom Chord, nonconcurrent with 16-17=-311/3596, 16-27=-311/3596, any other live loads. 15-27=-311/3596, 15-28=-155/2623, 13) This truss is designed for a creep factor of 3.01, which is 28-29=-155/2623, 29-30=-155/2623, used to calculate the Vert(CT) deflection per ANSI/TPI 1. 14-30=-155/2623, 13-14=-233/2888, LOAD CASE(S) Standard 13-31=-233/2888, 12-31=-233/2888 WEBS 3-15=0/448, 7-14=0/357, 8-14=-519/194, 2-15=-1185/249, 4-6=-2658/217, 9-11=-1321/242, 9-12=-234/2901 NOTES 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Qty Ply P1-PL-2 AF02A Common 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:44:41 Page: 1 ID:E65QagOxGXlr1ULrC4ep1_ywQJz-GJ7bSOQ4k1sH3gYxy?pSZ5DDMXgPbHQ5CyoBjMye?N5 4x12= Camber = 9/16 in Scale = 1:57.1 18-1-3 13-11-12 16-11-1 30-10-14 7-10-10 1, 12-9-10 1, 1,15-5-61,23-0-3 29-1-14 7-10-10 4-11-0 1-2- 1-5-1 1-5-1 1-2- 4-11-0 6-1-11 1-9-0 3x4= 3x10= 1.5x4n 2x4 n 6x8= 48= 3x4 n 3x4 n 4x12= 2x4n 5x6= 7-10-10 12-9-10 18-1-3 23-0-3 29-1-14 7-10-10 4-11-0 5-3-9 4-11-0 6-1-11 6x8= 0-9-151 Plate Offsets (X, Y): [1:0-1-7,0-0-0], [5:0-2-0,Edge], [10:0-0-9,0-3-5], [14:0-3-8,0-2-0], [15:0-1-8,0-2-0] Loading (psf) Spacing 2-3-12 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.23 15-17 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.77 15-17 >453 180 BCLL 0.0* Rep Stress Incr NO WB 0.77 Horz(CT) 0.12 10 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 149 lb FT = 20% LUMBER 2) Wind: ASCE 7-16; VuIt=11Omph (3-second gust) TOP CHORD 2x4 DF No.1&Btr G Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. BOT CHORD 2x6 DF No.2 G *Except* B1:2x6 DF 180OF 11; Exp C; Enclosed; MWFRS (envelope) exterior zone 1.6E G or 2x6 DF SS G and C-C Exterior(2E) 0-3-2 to 3-3-2, Interior (1) 3-3-2 to WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 15-8-8, Exterior(2R) 15-8-8 to 18-8-8, Interior (1) 18-8-8 Stud G *Except* W4:2x4 DF No.2 G to 31-2-7 zone; cantilever left and right exposed ; end SLIDER Right 2x4 DF Stud or No.2 or Std G-- 2-6-0 vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber BRACING DOL=1.60 plate grip DOL=1.60 TOP CHORD 2-0-0 oc purlins (2-7-5 max.) 3) 80.0Ib AC unit load placed on the bottom chord, 15-5-6 (Switched from sheeted: Spacing > 2-0-0). from left end, supported at two points, 3-0-0 apart. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 4) This truss has been designed for a 10.0 psf bottom bracing. chord live load nonconcurrent with any other live loads. REACTIONS (lb/size) 1=1416/ Mechanical, (min. 0-1-8), 5) * This truss has been designed for a live load of 20.Opsf 1 0=1 569/0-5-8, (min. 0-1-11) on the bottom chord in all areas where a rectangle Max Horiz 1=-75 (LC 17) 3-06-00 tall by 2-00-00 wide will fit between the bottom Max Uplift 1=-113 (LC 8), 10=-165 (LC 9) chord and any other members. FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 6) A plate rating reduction of 20% has been applied for the (lb) or less except when shown. green lumber members. TOP CHORD 1-25=-4508/456, 2-25=-4454/479, 7) Refer to girder(s) for truss to truss connections. 2-26=-3297/341, 3-26=-3210/343, 8) Provide mechanical connection (by others) of truss to 3-4=-3085/351, 6-7=-3095/349, bearing plate capable of withstanding 113 lb uplift atjoint 7-27=-3194/333, 8-27=-3281/331, 1 and 165lb uplift atjoint 10. 8-9=-3475/369, 9-10=-1379/75 9) This truss is designed in accordance with the 2018 BOT CHORD 1-28=-212/2128, 1-28=-212/2128, International Building Code section 2306.1 and 1-29=-398/4321,17-29=-398/4321, referenced standard ANSI/TPI1. 16-17=-398/4321, 16-30=-398/4321, 10) This truss has been designed for a moving concentrated 15-30=-398/4321, 15-31=-208/3133, load of 6.01b dead located at all mid panels and at all 31-32=-208/3133, 32-33=-208/3133, panel points along the Bottom Chord, nonconcurrent with 14-33=-208/3133, 13-14=-293/3326, any other live loads. 13-34=-293/3326, 12-34=-293/3326, 11) Graphical purlin representation does not depict the size 12-35=-293/3326, 10-35=-293/3326, or the orientation of the purlin along the top and/or 10-36=-138/1421, 10-36=-138/1421 bottom chord. WEBS 3-15=0/510, 7-14=0/438, 8-14=-499/229, 12) This truss is designed for a creep factor of 3.01, which is 2-15=-1429/298, 2-17=-9/318, 4-6=-3203/294 used to calculate the Vert(CT) deflection per ANSI/TPI 1. NOTES LOAD CASE(S) Standard 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Qty Ply P1-PL-2 AG01 Half Hip Girder 2 Job Reference (optional) Builder FirstSource, M.BRITT o N N O cD cb co A A A LUS24 LUS24 Camber = 7/16 in Scale = 1:57.3 LUS24 6-7-6 6-7-6 Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:44:41 Page: 1 ID:1omJ8DiO8Zmm7vgwaNdxeXywOpL-GJ7bSOQ4k1sH3gYxy?pSZSDIgXn7bFm5CyoBjMye?N5 6-7-6 13-4-14 16-9-2 20-9-7 24-9-11 29-1-14 6-7-6 6-9-8 3-4-4 4-0-5 4-0-5 4-4-3 8x12= 2x4n 7x8= 4x6= 5x8= 2x4n 4 5 6 7 8 6x12= 8x12= 4x8= 6x8= 6x8= 4x6= 5x8= 3x10n 7x8= LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 13-7-11 16-9-2 20-9-7 24-9-11 29-1-14 7-0-5 3-1-7 4-4-3 Plate Offsets (X, Y): [1:0-2-12,0-1-12], [2:0-3-9,0-1-8], [3:0-84,0-4-0], [7:0-3-9,0-2-8], [9:0-4-0,04-12], [10:0-3-9,0-2-8], [13:0-3-9,0-3-0], [16:0-2-12,0-3-12] O L6 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.21 14-16 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.64 14-16 >540 180 BCLL 0.0* Rep Stress Incr NO WB 0.94 Horz(CT) 0.07 9 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 501 lb FT = 20% LUMBER TOP CHORD 2x6 DF 1800F 1.6E G or 2x6 DF SS G *Except* T1:2x6 DF No.2 G BOT CHORD 2x8 DF SS G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G *Except* W4:2x6 DF No.2 G, W7:2x4 DF No.2 G, W2:2x4 DF 1800F 1.6E G or 2x4 DF No.1 &Btr G BRACING TOP CHORD Structural wood sheathing directly applied or 4-7-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17. REACTIONS (lb/size) 9=4663/0-5-8, (min. 0-2-8), FORCES TOP CHORD BOT CHORD WEBS NOTES 17=4928/0-2-6, (req. 0-2-10) Max Horiz 17=8 (LC 21) Max Uplift 9=-1003 (LC 22), 17=-939 (LC 21) (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 4-5=-330/162, 5-6=-5484/1191, 6-7=-3305/772, 1-2=-8462/1676, 2-3=-11552/2424 16-21=-1485/8462, 21-22=-1407/8462, 15-22=-1407/8462, 15-23=-1476/8462, 14-23=-1519/8462, 14-24=-2120/11329, 24-25=-2093/11329, 13-25=-2078/11329, 13-26=-1259/6596, 12-26=-1204/6596, 11-12=-1241/6596, 11-27=-1053/5484, 10-27=-1080/5484, 10-28=-647/3305, 9-28=-707/3305 1-17=-4324/883, 3-14=-144/274, 3-13=-6499/1142, 5-13=-939/5341, 7-9=-5437/1186, 6-11=-596/2690, 5-11 =-1 854/498, 6-10=-3634/834, 7-10=-840/3968, 2-14=-1051/3419, 2-16=-1891/586, 1-16=-1890/9417, 3-5=-7508/1579 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) WARNING: Required bearing size atjoint(s) 17 greater than input bearing size. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 939 lb uplift at joint 17 and 1003 lb uplift at joint 9. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total drag load of 1000 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 29-1-14 for 34.3 plf. 14) Use Simpson Strong -Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-8-2 from the left end to 11-8-2 to connect truss(es) AK01 (1 ply 2x4 DF) to front face of bottom chord. 15) Use Simpson Strong -Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 13-5-10 from the left end to 26-9-2 to connect truss(es) AE05 (1 ply 2x4 DF), AE04 (1 ply 2x4 DF) to back face of bottom chord. 16) Fill all nail holes where hanger is in contact with lumber. 17) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 4-8=-68, 9-17=-14, 1-3=-68 Concentrated Loads (lb) Vert: 14=-503, 13=-503, 11=-503, 10=-503, 18=-537, 19=-537, 20=-537, 21=-537, 22=-537, 23=-537, 24=-503, 26=-503, 27=-503, 28=-503 Truss Truss Type Qty PlyL-2 LPJ_Pob AH01 Common Girder 1 2 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:44:41 Page: 1 ID:Bm 1 wOuV51JFOHOEUvOLfWwywQl2-kWh_fLQjV K_8h_77WjKh51mN?x1 aKj FFRCXIFoye?N4 4-10-15 10-0-5 15-0-0 20-10-13 28-2-0 4-10-15 5-1-6 4-11-11 5-10-13 7-3-3 MT20HS 8x12 = 0-9-71 4x12= 3x10n 8x12= 7x8= 8x12= 4x8n LUS26 LUS26 MUS26 LUS26 LUS26 LUS26 LUS26 14-10-0 4-10-15 7-10-13 14-9-5 18-8-9 28-2-0 4-10-15 2-11-15 6-10-8 3-10-9 9-5-7 0-0-11 Camber = 5/16 in Scale = 1:56.6 Plate Offsets (X, Y): [1:04-12,0-0-11], [7:0-4-5,0-5-2], [8:0-6-0,0-5-0], [9:04-0,0-5-0], [10:0-6-0,04-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.16 11-13 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.43 9-10 >409 180 MT20HS 165/146 BCLL 0.0* Rep Stress Incr NO WB 0.86 Horz(CT) 0.05 9 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 277 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x6 DF 1800F 1.6E G or 2x6 DF SS G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G *Except* W3,W6:2x4 DF 1800F 1.6E G or 2x4 DF No.1 &Btr G, W5:2x6 DF No.2 G SLIDER Right 2x4 DF Stud or No.2 or Std G-- 1-11-14 BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS All bearings 13-7-8. except 1=0-5-8 (lb) - Max Horiz 1=330 (LC 29) Max Uplift All uplift 100 (lb) or less atjoint(s) except 1=-1133 (LC 21), 7=-1142 (LC 40), 8=-5249 (LC 42), 9=-4520 (LC 21), 14=-1142 (LC 40) Max Grav All reactions 250 (lb) or less at joint (s) except 1=3433 (LC 1), 7=1111 (LC 33), 8=3545 (LC 29), 9=11647 (LC 1), 14=1111 (LC 33) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-8732/3276, 2-3=-4444/1879, 3-4=-2626/6336, 4-5=-1670/2344, 5-6=-2927/3355, 6-7=-1053/1078 BOT CHORD 1-18=-2958/6997, 1-18=-2958/6997, 1-19=-4172/8487, 19-20=-4172/8487, 20-21=-4172/8487, 11-21=-4172/8487, 11-22=-4172/8487, 22-23=-4172/8487, 10-23=4172/8487, 10-24=-3724/3640, 24-25=-3724/3640,25-26=-3724/3640, 9-26=-3724/3640, 9-27=-6749/4354, 8-27=-5731/1554, 8-28=-4759/4353, 7-28=-2944/2538, 7-29=-3038/2631, 7-29=-3785/3378 WEBS 3-10=-593/6929, 3-9=-6573/681, 4-8=-5299/7872, 5-8=-626/321, 4-9=-6816/4120, 2-10=-4522/656, 2-11=-254/2260 NOTES 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-8-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1132 lb uplift at joint 1, 1142 lb uplift at joint 7, 4519 lb uplift at joint 9, 5249 lb uplift at joint 8 and 1142 lb uplift at joint 7. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 12) This truss has been designed for a total drag load of 10400 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 15-0-0 to 28-2-0 for 789.9 plf. 13) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 14) Use Simpson Strong -Tie LUS26 (4-SD9112 Girder, 4- SD9212 Truss, Single Ply Girder) or equivalent spaced at 4-7-8 oc max. starting at 1-11-4 from the left end to 13-0-12 to connect truss(es) AF02 (1 ply 2x4 DF) to front face of bottom chord. 15) Use Simpson Strong -Tie MUS26 (6-10d Girder, 6-10d Truss) or equivalent at 7-0-12 from the left end to connect truss(es) AF02A (1 ply 2x6 DF) to front face of bottom chord. 16) Fill all nail holes where hanger is in contact with lumber. 17) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-4=-68, 4-7=-68, 1-14=-14 Concentrated Loads (lb) Vert: 13=-1208, 20=-1208, 21=-1208, 23=-1399, 24=-1208, 25=-1208, 26=-1208 Job Truss Truss Type Qty Ply P1-PL-2 AH02 Common 6 1 Job Reference (optional) Builder FirstSource, M.BRITT L Lh o v � Camber = 1/4 in Scale = 1:59.4 Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:44:41 Page: 1 ID:x7mDyDMXM Rkk3JrdTQLQ9sywDHS-kWh_fLQjVK_8h_77WjKh5lmOPx7hKgl FRcXIFoye?N4 -1-9-0 8-0-10 15-0-0 21-11-6 30-0-0 1,31-9-0 1-9-0 8-0-10 6-11-6 6-11-6 8-0-10 1-9-0 4x8= z12 1.5x4n 3x4= 3x4= 1.5x4n 3x6= 3x10= 3x6= 8-0-10 14-9-4 21-11-6 30-0-0 8-0-10 6-8-10 7-2-2 t 8-0-10 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(ILL) -0.09 8-18 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.33 8-18 >552 180 BCLL 0.0* Rep Stress Incr YES WB 0.41 Horz(CT) 1 0.02 6 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 118 lb FT = 20 % LUMBER 2) Wind: ASCE 7-16; Vult=11Omph (3-second gust) TOP CHORD 2x4 DF No.2 G Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. BOT CHORD 2x4 DF No.2 G 11; Exp C; Enclosed; MWFRS (envelope) exterior zone WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF and C-C Exterior(2E) -1-9-7 to 1-1-4, Interior (1) 1-1-4 to Stud G 15-0-0, Exterior(2R) 15-0-0 to 18-0-0, Interior (1) 18-0-0 BRACING to 31-9-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and TOP CHORD Structural wood sheathing directly applied or Structurall woos. forces & MWFRS for reactions shown; Lumber 6tru0 DOL=1.60 plate grip DOL=1.60 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 3) This truss has been designed for a 10.0 psf bottom bracing. chord live load nonconcurrent with any other live loads. WEBS 1 Row at mid t 5-10 3-10 4) * This truss has been designed for a live load of 20.Opsf MiTek recommends that Stabilizers and on the bottom chord in all areas where a rectangle required cross bracing be installed during 3-06-00 tall by 2-00-00 wide will fit between the bottom truss erection, in accordance with Stabilizer chord and any other members. Installation guide. 5) A plate rating reduction of 20% has been applied for the green lumber members. REACTIONS (lb/size) 2=495/0-5-8, (min. 0-1-8), 6) Provide mechanical connection (by others) of truss to 6=522/0-5-8, (min. 0-1-8), 6=522/0-5- , ( ), bearing plate capable of withstanding 134 lb uplift at joint (min. 0- 10=1686/02, 110 lb uplift at joint 10 and 143 lb uplift at joint 6. Max Horiz 2=-68 (LC 13) 7) This truss is designed in accordance with the 2018 Max Uplift 2=-134 (LC 8), 6=-143 (LC 9), International Building Code section 2306.1 and 10=-110 (LC 8) referenced standard ANSI/TPI 1. Max Grav 2=554 (LC 25), 6=576 (LC 26), 8) This truss has been designed for a moving concentrated 10=1686 (LC 1) load of 6.01b dead located at all mid panels and at all FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 panel points along the Bottom Chord, nonconcurrent with (lb) or less except when shown. any other live loads. TOP CHORD 2-3=-644/156, 3-19=-75/889, 4-19=-59/992, 9) This truss is designed for a creep factor of 3.01, which is 4-20=-53/937, 5-20=-70/833, 5-6=-732/193 used to calculate the Vert(CT) deflection per ANSI/TPI 1. BOT CHORD 2-21=-54/252, 2-21=-54/252, 2-22=-150/592, LOAD CASE(S) Standard 12-22=-150/592, 11-12=-1501592, 11-23=-150/592, 10-23=-150/592, 10-24=-119/677, 9-24=-119/677, 8-9=-119/677, 8-25=-119/677, 6-25=-119/677, 6-26=-36/278, 6-26=-36/278 WEBS 4-10=-850/164, 5-10=-1385/249, 5-8=0/287, 3-10=-1338/247, 3-12=0/276 NOTES 1) Unbalanced roof live loads have been considered for this design. Truss Truss Type Qty PlyL-2 LPJ_Pob AH03 Common Supported Gable Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:44:41 Page: 1 ID:UpvgjZOYaib_DRSI NCS5xlywDFc-kW h_fLQjVK_8h_77WjKh51 mW0xC?Kw4FRCXIFoye?N4 -1-9-0 15-0-0 30-0-0 1,31-9-0 15-0-0 15-0-0 1-9-04 12 3 2x4n 2x4 n 2x4 n 2x4n 2x4n 9 520 2x4n 8 4x6 - 2x4 n 6 7 n o 3x4= 4 5 S S v 3 S S S 254 55 45 56 44 57 43 58 42 59 41460 39 61 38 6 3x4= 3x4= Scale = 1:59.4 4x6= 2x4n 2x4o 2x4n 2x4 n 2x4 n 13 11 121314 15 1� 2x4n o�iFl� leh�c 17 2x4 n 2x4 n 2x4 n 2x4 n 18 19 2x4 3x4 201 4x6,22 S 23 3x4= 3x4= t, 30-0-0 L 1 25 Plate Offsets (X, Y): [2:0-1-14,Edge], [3:0-3-0,Edge], [23:0-3-0,Edge], [24:0-1-14,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.13 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.04 Horz(CT) 0.01 35 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 160 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G *Except* T2:2x6 DF No.2 G BOT CHORD 2x4 DF No.2 G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD BOT CHORD BOT CHORD 2-55=499/553, 45-55=-450/488, 45-56=-391/435,44-56=-367/404, 44-57=-337/386, 43-57=-318/361, 43-58=-293/337, 42-58=-249/312, 42-59=-244/288, 41-59=-220/263, 30-69=-220/263, 29-69=-244/288, 29-70=-249/312 28-70=-293/337 Structural wood sheathing directly applied or 28-71=-318/361, 27-71=-340/386, 6-0-0 oc purlins. 27-72=-367/410, 26-72=-391/435, Rigid ceiling directly applied or 6-0-0 oc 26-73=-446/488, 24-73=-509/553 racing. WEBS 22-26=-261/77, 4-45=-261/78 MiTek recommends that Stabilizers and NOTES required cross bracing be installed during 1) Unbalanced roof live loads have been considered for this truss erection, in accordance with Stabilizer design. Installation guide. 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) REACTIONS All bearings 30-0-0. Vasd=87mph, TC-=8.4psf, BC-=-psf, h-25ft, Cat. (lb) - Max Horiz 2=-66 (LC 39), 46=-66 (LC 39) II; Exp C; Enclosed; MWFRS (envelope) exterior zone joint(s) Max Uplift All uplift 100 (lb) or less atjoint(s) (l ) o and C-C Corner(3E) -1-9-7 to 1-1-4, Exterior(2N) 1-1-4 26, 27, 29, 30, 32, 37, 26, 27, 28, 32, 33, to 15-0-0, Corner(3R) 15-0-0 to 18-0-0, Exterior(2N) 38, 39, 41, 45 except 3, 4-233 ex pt 18-0-0 to 31-9-7 zone; cantilever left and right exposed ; (LC 29), 2), 2=-2224 end vertical left and right exposed;C-C for members and (LC 29), 4=-2333 (LC 46=-DOL=1.60 forces & MWFRS for reactions shown; Lumber Max Grav All reactions 250 (lb) or less at joint plate grip l60 (s) 27, 28, 29, 30, 32, 33, 34, 35, 3) loads Truss designed for wind nd loads in the plane of the truss 4 43, 44 36, 37, 38, 39, 41, 42, 43, 44 38, 39 only. For studs exposed to wind (normal to the face), (41 except (LC (L see Standard Industry Gable End Details as applicable, 1), 26=336 (LC 54), 454=2 6=33646=29((LC or consult qualified building designer as per ANSI/TPI 1. 53), 1), 49=299 (LC 1) 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 6) Gable studs spaced at 1-4-0 oc. (lb) or less except when shown. 7) This truss has been designed for a 10.0 psf bottom TOP CHORD 2-3=-576/565, 3-4=-532/531, 4-5=-440/456, chord live load nonconcurrent with any other live loads. 5-6=-379/416, 6-7=-330/373, 7-8=-285/331, 8) * This truss has been designed for a live load of 20.Opsf 8-9=-239/289, 17-18=-239/278, on the bottom chord in all areas where a rectangle 18-19=-285/316, 19-20=-330/355, 3-06-00 tall by 2-00-00 wide will fit between the bottom 20-21=-368/393, 21-22=-433/425, chord and any other members. 22-23=-493/493, 23-24=-537/531 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 34, 33, 32, 30, 29, 28, 27, 26, 37, 38, 39, 41, 42, 43, 44, 45 except (jt=lb) 2=223, 24=232, 2=223, 24=232. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total drag load of 1100 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 30-0-0 for 36.7 plf. 14) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PL-2 AJ01 Common 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:44:41 Page: 1 I D: Bhz5cw53R5YzmpP4?jQCH7yvn67-kWh_fLQjVK_8h_77WjKh5lmSrx67KICFRCXIFoye?N4 6-2-0 10-11-2 6-2-0 4-9-2 4x8n 1r 3 16-9-8 18-6-8 5-10-6 1-9-0 3x4 n 11 12 1.5x4o m 3 a) 1 W cn N 1- -5 W 131 15 4 7 13 6 14 3x6 = 3x4 = Camber = 1/4 in Scale = 1:40.2 7-11-14 7-11-14 16-9-8 8-9-9 3x6 = 5 0-3-1� Plate Offsets (X, Y): [4:0-1 -10, Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.09 6-10 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.31 6-10 >638 180 BCLL 0.0` Rep Stress Incr YES WB 0.71 Horz(CT) 0.05 4 n/a n/a BCDL 7.0 Code IBC2018/TPI2014 Matrix-MSH Weight: 68 lb FT = 20 % LUMBER 5) A plate rating reduction of 20% has been applied for the TOP CHORD 2x4 DF No.2 G green lumber members. BOT CHORD 2x4 DF No.2 G 6) Refer to girder(s) for truss to truss connections. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 7) Provide mechanical connection (by others) of truss to Stud G bearing plate capable of withstanding 146 lb uplift at joint BRACING 4 and 55 lb uplift at joint 7. TOP CHORD Structural wood sheathing directly applied or 8) This truss is designed in accordance with the 2018 4-3-8 oc purlins, except end verticals. International Building Code section 2306.1 and BOT CHORD Rigid ceiling directly applied or 10-0-0 oc referenced standard ANSI/TPI 1. racing. 9) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all MiTek recommends that Stabilizers and panel points along the Bottom Chord, nonconcurrent with required cross bracing be installed during any other live loads. truss erection, in accordance with Stabilizer 10) This truss is designed for a creep factor of 3.01, which is Installation guide. used to calculate the Vert(CT) deflection per ANSI/TPI 1. REACTIONS (lb/size) 4=810/0-5-8, (min. 0-1-8), 7=676/ LOAD CASE(S) Standard Mechanical, (min. 0-1-8) Max Horiz 7=-62 (LC 9) Max Uplift 4=-146 (LC 9), 7=-55 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-1291/255, 3-12=-1334/243, 3-4=-1857/381 BOT CHORD 7-13=-146/1001, 6-13=-146/1001, 6-14=-318/1782, 4-14=-318/1782, 4-15=-81/567, 4-15=-81/567 WEBS 2-6=-4/518, 3-6=-607/187, 2-7=-934/202 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-13 to 3-1-13, Interior (1) 3-1-13 to 6-2-0, Exterior(2R) 6-2-0 to 9-2-0, Interior (1) 9-2-0 to 18-6-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. Job Truss Truss Type Qty Ply P1-PL-2 AJ02 Common Supported Gable 1 Job Reference (optional) Builder FirstSource, M.BRITT Scale = 1:56.5 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:44:41 Page: 1 ID:835s1c7Jzioh07ZS78SgMYyvn65-kWh_fLQjVK_81h_77WjKh5lmTDx94KkyFRcXlFoye?N4 11-6-0 2-2-0 6-2-0 10-2-0 1, 1, 16-9-8 18-6-8 2-2-0 4-0-0 4-0-0 1-4-0 5-3-8 1-9-0 312 4x6= 2x4n 2x4n 2x4 n 2x4 n 7x85x6e 2x4n 2x4 n a 7 A 2x4 n 3x6u 3x10n 1.5x411 1.5x4n 3x6= 1.5x4n 6x8= 1.5x4n 7x8= 1.Sx4 n 4x8= 3x10n 10-2-0 3-6-0 8-10-0 1, 16-9-8 3-6-0 5-4-0 1-4-0 6-7-8 Plate Offsets (X, Y): [3:04-0,0-4-0], [13:0-3-0,Edge], [17:0-3-9,0-2-0], [18:0-3-9,0-3-0], [23:0-3-9,0-3-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.38 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.82 Horz(CT) 0.01 27 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 91 lb FT = 20% LUMBER BOT CHORD 26-32=-279/345, 24-33=-549/616, TOP CHORD 2x6 DF No.2 G *Except* T3:2x4 DF No.2 G 24-34=-604/692, 23-34=-1097/1163, BOT CHORD 2x4 DF No.2 G 23-35=-714/718, 22-35=-371/499, WEBS 2x4 DF No.2 G *Except* W3:2x4 DF No.2 G 21-37=-387/463, 20-37=-619/678, or 2x4 DF Std G or 2x4 DF Stud G 20-38=-653/711, 19-38=-944/1011, OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 19-39=-1101/1285, 18-39=-1500/1559, Stud G 1840=-610/609, 1740=-884/918, 17-41=-494/546, 16-42=-893/935, BRACING 1442=-1745/1795, 14-43=-389/460, TOP CHORD Structural wood sheathing directly applied or 1443=-752/823 4-7-13 oc purlins, except end verticals. WEBS 4-23=-367/372, 3-24=-2136/2136, BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 2-25=-258/252, 11-17=-1570/1590, bracing, Except: 12-16=-1818/1742, 3-23=-2832/2824, 5-2-3 oc bracing: 18-19 11-18=-1833/1866, 12-17=-1968/1941 4-7-14 oc bracing: 14-16. NOTES MiTek recommends that Stabilizers and 1) Unbalanced roof live loads have been considered for this required cross bracing be installed during design. truss erection, in accordance with Stabilizer 2) Wind: ASCE 7-16; VuIt=11 Omph (3-second gust) Installation guide. Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. REACTIONS All bearings 16-9-8. II; Exp C; Enclosed; MWFRS (envelope) exterior zone (lb) - Max Horiz 26=-60 (LC 31) and C-C Corner(3E) 0-1-13 to 3-1-13, Exterior(2N) Max Uplift All uplift 100 (lb) or less atjoint(s) 1 (except 3-1-13 to 6-2-0, Corner(3R) 6-2-0 to 9-2-0, Exterior(2N) 19, 21, 19, 14at657 (LC pt 1 -657 (=-315 27 except 9-2-0 to 18-6-15 zone; cantilever left and right exposed ; 1 , 22, (LC 1 end vertical left and right exposed;C-C for members and (LC 32), 1847 (LC 37 (LC 32418= (LC 381 forces & MWFRS for reactions shown; Lumber (LC 327 (LC 88126=(L 20=38), DOL=1.60 plate grip DOL=1.60 24 1 24=-2138 (LC 29), (L 29 3) Truss designed for wind loads in the plane of the truss (LC 2138 , 2) 3 only. For studs exposed to wind (normal to the face), Max Grav All reactions 250 (lb) reactionsless at joint see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. (sl 2Q 21, 22, 25 except (s) 19, , 25 ex 4) Gable requires continuous bottom chord bearing. 14=17=707 (LC 49), 2 (LC 49), 49), 5) Gable studs spaced at 1-4-0 oc. (LC 49), 18=1310 (LC 8=13179 6) This truss has been designed for a 10.0 psf bottom 23=1911 (LC 49), (LC 23= 911 (L , 24 179 ( chord live load nonconcurrent with any other live loads. 40) (LC 2 (LC 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 3-06-00 tall by 2-00-00 wide will fit between the bottom (lb) or less except when shown. chord and any other members. TOP CHORD 1-2=-321/329, 2-3=-519/548, 8) A plate rating reduction of 20% has been applied for the 3-30=-1246/1278, 4-30=-730/775, green lumber members. 4-5=-761/809, 6-7=-404/477, 7-8=-627/695, 9) Provide mechanical connection (by others) of truss to 8-9=-958/1023, 9-10=-1569/1620, bearing plate capable of withstanding 100 lb uplift at joint 10-31=-1568/1621, 11-31=-2084/2124, (s) 21, 22, 25, 19 except (jt=lb) 26=361, 14=657, 11-12=-1473/1509, 12-13=-1415/1427, 24=2138, 20=103, 16=1646, 23=1880, 18=1278, 13-14=-1855/1868 17=315, 14=657. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 14. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.0Ib dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total drag load of 6900 lip. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 16-9-8 for 410.9 plf. 14) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PL-2 AK01 Roof Special 6 1 Job Reference (optional) Builder FirstSource, M.BRITT Camber = 1/8 in Scale = 1:41 Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:44:41 Page: 1 ID:91 Wolsfu5LGKeIW8LXY?UhywOpP-GJ7bSOQ4k1sH3gYxy?pSZ5DBKXp9bHU5CyoBjMye?N5 -0-3-2 6-11-9 12-10-14 6-11-9 5-11-5 0-3-2 3x10 n 2 12 13 12 3x4, W 3 :::a& W 5 r0 11 0-9-� 3x10= 14 6 15 6-11-9 6-11-9 1.5x4 u 12-10-14 5-11-5 4x6n Plate Offsets (X, Y): [2:Edge,0-3-9], [5:0-4-4,0-0-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.06 6-7 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.19 6-7 >828 180 BCLL 0.0` Rep Stress Incr YES WB 0.83 Horz(CT) -0.01 5 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 56 lb FT = 20 % LUMBER 6) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 66 lb uplift at joint BOT CHORD 2x4 DF No.2 G 2 and 83 lb uplift at joint 5. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 7) This truss is designed in accordance with the 2018 Stud G International Building Code section 2306.1 and SLIDER Right 2x4 DF Stud or No.2 or Std G-- 1-11-14 referenced standard ANSI/TPI 1. BRACING 8) This truss has been designed for a moving concentrated TOP CHORD Structural wood sheathing directly applied or load of 6.01b dead located at all mid panels and at all 6-0-0 oc purlins, except end verticals. panel points along the Bottom Chord, nonconcurrent with BOT CHORD Rigid ceiling directly applied or 10-0-0 oc any other live loads. 9) Gap between inside of top chord bearing and first racing. diagonal or vertical web shall not exceed 0.500in. MiTek recommends that Stabilizers and 10) This truss is designed for a creep factor of 3.01, which is required cross bracing be installed during used to calculate the Vert(CT) deflection per ANSI/TPI 1. truss erection, in accordance with Stabilizer LOAD CASE(S) Standard Installation guide. REACTIONS (lb/size) 2=551/ Mechanical, (min. 0-1-8), 5=523/ Mechanical, (min. 0-1-8) Max Horiz 2=-138 (LC 10) Max Uplift 2=-66 (LC 9), 5=-83 (LC 13) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-41/313, 3-13=-949/307, 4-13=-1010/290 BOT CHORD 7-14=-255/954, 6-14=-255/954, 6-15=-255/954, 5-15=-255/954 WEBS 3-7=-938/241 NOTES 1) Wind: ASCE 7-16; VuIt=11 Omph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-3-2 to 2-8-14, Interior (1) 2-8-14 to 12-10-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. Truss Truss Type Qty PlyL-2 LPJ_Pob AL01 Monopitch 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:44:41 Page: 1 I D:TJ2xfQxflPRAYH I4?jawCQyvVkh-GJ7bSOQ4k1 sH3gYxy?pSZ5DM6XtNbTRSCyoBjMye?N5 -1-9-0 3-10-8 1-9-0 3-10-8 3 �2 1.5x4 n 2x6 = 3 2 98 T1 1 -9 1- -9 0-3-15, 1 4 �� 10 3x4 = Scale = 1:29.8 3-10-8 1.5x4 n Plate Offsets (X, Y): [2:0-2-2,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.01 4-7 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.02 4-7 >999 180 BCLL 0.0` Rep Stress Incr YES WB 0.00 Horz(CT) n/a - n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 14 lb FT = 20 % LUMBER 8) This truss has been designed for a moving concentrated TOP CHORD 2x4 DF No.2 G load of 6.01b dead located at all mid panels and at all BOT CHORD 2x4 DF No.2 G panel points along the Bottom Chord, nonconcurrent with WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF any other live loads. Stud G 9) This truss is designed for a creep factor of 3.01, which is BRACING used to calculate the Vert(CT) deflection per ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or LOAD CASE(S) Standard 3-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=303/0-5-8, (min. 0-1-8), 4=124/ Mechanical, (min. 0-1-8) Max Horiz 2=46 (LC 11) Max Uplift 2=-95 (LC 8), 4=-18 (LC 12) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-9-7 to 1-1-4, Interior (1) 1-1-4 to 3-8-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 18 lb uplift at joint 4 and 95 lb uplift at joint 2. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Truss Truss Type QtyPlyL-2 LPJ_Pob AL02 Monopitch Supported Gable 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:44:41 Page: 1 I D:64jc2vgsxeflvucd5BmJoyvVI1-GJ7bS0O4k1 sH3gYxy?pSZ5DD3Xl4bOv5CyoBjMye?N5 1, -1-9-8 I, 2-10-2 L3-10-81, 1-9-8 2-10-2 1-0-6 2x4 n 3 �2 2x4, 3x4 = 4 w 1- -9 031 1 T 5 6x12% 3x6= 3-10-8 Scale = 1:35.8 Plate Offsets (X, Y): [2:04-15,Edge], [2:0-7-0,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.62 Vert(CT) n/a n/a 999 BCLL 0.0` Rep Stress Incr NO WB 0.35 Horz(CT) 0.01 5 n/a n/a BCDL 7.0 Code IBC2018/TPI2014 Matrix -MP Weight: 18 lb FT = 20 % LUMBER 6) " This truss has been designed for a live load of 20.Opsf TOP CHORD 2x6 DF No.2 G *Except* T1:2x4 DF No.2 G on the bottom chord in all areas where a rectangle BOT CHORD 2x4 DF No.2 G 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF chord and any other members. Stud G 7) A plate rating reduction of 20% has been applied for the BRACING green lumber members. TOP CHORD Structurall wood Structural wood sheathing directly applied or 8) Provide mechanical connection (by others) of truss to 3tru9 except end verticals. bearing plate capable of withstanding 1678 lb uplift at BOT CHORD Rigid ceiling directly applied or 3-3-4 oc joint 2 and lb uplift act 5. bracing. s in 9) This truss is designed n accordance with the 2018 International Building Code section 2306.1 and MiTek recommends that Stabilizers and referenced standard ANSI/TPI 1. required cross bracing be installed during 10) This truss has been designed for a moving concentrated truss erection, in accordance with Stabilizer load of 6.0Ib dead located at all mid panels and at all Installation guide. panel points along the Bottom Chord, nonconcurrent with REACTIONS (lb/size) 2=415/3-10-8, (min. 0-1-14), any other live loads. 11) This truss has been designed for a total drag load of 5=0/3-10-8, (min. 0-1-14) 6900 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Max Horiz 2= 44 (LC 11) (L Connect truss to resist drag loads along bottom chord Max Uplift 2=44 (LC 29), 5=-34 (LC 43) from 00-0 to 30-8 for 1780.E plf. Max Grav 2=1692 (LC 50), 5=75 (LC 30) 12) This truss is designed for a creep factor of 3.01, which is FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 used to calculate the Vert(CT) deflection per ANSI/TPI 1. (lb) or less except when shown. LOAD CASE(S) Standard TOP CHORD 2-3=-4336/4134, 3-4=-2161/2149, 4-5=-350/366 BOT CHORD 2-6=-3635/3708, 5-6=-1743/1813 WEBS 3-5=-999/927 NOTES 1) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E)-1-9-15 to 1-0-15, Exterior(2N) 1-0-15 to 3-8-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply P1-PL-2 PB02 Blocking Supported Gable 2 Job Reference (optional) Builder FirstSource, M.BRITT Scale = 1:72.8 Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:44:41 Page: 1 ID:MUxCEudawxNorOO2N9nVgGyvUCz-GJ7bSOQ4k1sH3gYxy?pSZSDEIXslbF35CyoBjMye?N5 1-10-6 0-5-7 0-5-7 1-4-15 O U, Plate Offsets (X, Y): [6:0-3-9,0-2-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber IDOL 1.25 BC 0.16 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.92 Horiz(TL) 0.00 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 29 lb FT = 20 % LUMBER 5) * This truss has been designed for a live load of 20.Opsf TOP CHORD 2x4 DF No.2 G on the bottom chord in all areas where a rectangle BOT CHORD 2x4 DF No.2 G 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF chord and any other members. Stud G *Except* W1:2x4 DF No.2 G 6) A plate rating reduction of 20% has been applied for the BRACING green lumber members. TOP CHORD Structural Structural wood sheathing directly applied or woodpurlins, 7) Provide mechanical connection (by others) of truss to 1 oc except end verticals. bearing plate capable of withstanding 3264 lb uplift at BOT CHORD Rigid ceiling directly applied or 6-0-0 oc joint 4 and lb uplift at joint 3. bracing. signed in accordance with the 2018 8) This truss iss designed e WEBS 1 Row at midpt 1-4 International Building Code section 2306.1 and JOINTS 1 Brace at Jt s : 6 referenced standard ANSI/TPI 1. 9) This truss has been designed for a moving concentrated MiTek recommends that Stabilizers and load of 6.0Ib dead located at all mid panels and at all required cross bracing be installed during panel points along the Bottom Chord, nonconcurrent with truss erection, in accordance with Stabilizer any other live loads. Installation guide. 10) This truss has been designed for a total drag load of REACTIONS (lb/size) 3=64/1-10-6, (min. 0-1-8), 1000 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) 4=64/1-10-6, (min. 0-1-8) Connect truss to resist drag loads along bottom chord Max Horiz 4=-146 (LC 34) from 0-0-0 to 1-10-6 for 536.3 plf. 11) This truss is designed for a creep factor of 3.01, which is Max Uplift 3=-3222 (LC 32), 4=-3264 (LC 33) used to calculate the Vert(CT) deflection per ANSI/TPI 1. Max Grav 3=3288 (LC 33), 4=3203 (LC 32) LOAD CASE(S) Standard FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-3423/3336, 1-5=-1879/1878, 1-2=-752/749 BOT CHORD 4-7=-649/595, 3-7=-986/931 WEBS 3-6=-1952/2022, 5-6=-669/664, 1-6=-2092/2132, 3-5=-1672/1768 NOTES 1) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Truss Truss Type Qty PlyL-2 LP1_Pob PB03 Blocking Supported Gable 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:44:41 Page: 1 ID:Ulh5_DAYHTfutggD7?ViceZyvU4V-GJ7bSO04k1sH3gYxy?pSZ5DGKXtNbIM5CyoBjMye?N5 1-2-7 0-9-1 0-5-6 0-5-6 0-3-12 0-5-6 7x8= r• N 6� Scale = 1:77.3 r� Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.09 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.71 Horiz(TL) n/a n/a n/a BCDL 7.0 Code IBC2018/TPI2014 Matrix -MP Weight: 26 lb FT = 20 % LUMBER 7) This truss has been designed for a 10.0 psf bottom TOP CHORD 2x4 DF No.2 G chord live load nonconcurrent with any other live loads. BOT CHORD 2x4 DF No.2 G 8) * This truss has been designed for a live load of 20.Opsf WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF on the bottom chord in all areas where a rectangle Stud G *Except* W1:2x4 DF No.2 G 3-06-00 tall by 2-00-00 wide will fit between the bottom BRACING chord and any other members. TOP CHORD Structural wood sheathing directly applied or 9) A plate rating reduction of 20% has been applied for the 1-2-7 oc purlins, except end verticals. green lumber members. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 10) Provide mechanical connection others) truss to bracing. bearing plate capable of withstanding 2296 lb uplift at WEBS 1 Row at mid t 1-4 joint 4 and 2296 Ib uplift at joint 3. 11) This truss is designed in accordance with the 2018 MiTek recommends that Stabilizers and International Building Code section 2306.1 and required cross bracing be installed during referenced standard ANSI/TPI 1. truss erection, in accordance with Stabilizer 12) This truss has been designed for a moving concentrated Installation guide. load of 6.0Ib dead located at all mid panels and at all REACTIONS (lb/size) 3=37/1-2-7, (min. 0-1-8), panel points along the Bottom Chord, nonconcurrent with 4=37/1-2-7, (min. 0-1-8) any other live loads. Max Horiz 4=196 (LC 9) 13) This truss has been designed for a total drag load of 360 Max Uplift 3=-2296 (LC 32), 4=-2296 (LC 29) lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 Max Grav 3=2297 (LC 33), 4=2297 (LC 36) to 1-2-7 for 299.2 pit. FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 14) This truss is designed for a creep factor of 3.01, which is (lb) or less except when shown. used to calculate the Vert(CT) deflection per ANSI/TPI 1. TOP CHORD 4-5=-2736/2755, 1-5=-979/998, LOAD CASE(S) Standard 1-2=-266/269, 3-6=-1036/1055 BOT CHORD 4-7=-453/456, 3-7=-561/564 WEBS 5-6=-423/433, 1-6=-1068/1068, 3-5=-1847/1847 NOTES 1) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 0-0-0 oc. Truss Truss Type Qty Ply LP1_Pob L-2 PB04 Blocking Supported Gable 16 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:44:41 Page: 1 ID:5M1 Mh8d5aDVgg5ev7520?FyvRf?-o7ZDEgPSzjkQRgzkOlIDOthBg8Yes_Nyz12eBvye?N6 1.5x4 n 3x4 = 1 2 w 2 W 1- -7 4 3 5 1.5x4 n 3x4 = 0 Scale = 1:38.3 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.06 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.18 Horiz(TL) n/a n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 11 lb FT = 20 % LUMBER 8) This truss is designed in accordance with the 2018 TOP CHORD 2x4 DF No.2 G International Building Code section 2306.1 and BOT CHORD 2x4 DF No.2 G referenced standard ANSI/TPI 1. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 9) This truss has been designed for a moving concentrated Stud G load of 6.0Ib dead located at all mid panels and at all BRACING panel points along the Bottom Chord, nonconcurrent with TOP CHORD Structural wood sheathing directly applied or any other live loads. 1-10-6 oc purlins, except end verticals. 10) This truss has been designed for a total drag load of 360 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc Plate grip Connect lb. Lumber DOLag ch bracin loads tom truss to resist drag loads along bottom chord from 0-0-0 chord to 1-10-6 for 193.1 plf. MiTek recommends that Stabilizers and 11) This truss is designed for a creep factor of 3.01, which is required cross bracing be installed during used to calculate the Vert(CT) deflection per ANSI/TPI 1. truss erection, in accordance with Stabilizer LOAD CASE(S) Standard Installation guide. REACTIONS (lb/size) 3=64/1-10-6, (min. 0-1-8), 4=64/1-10-6, (min. 0-1-8) Max Horiz 4=49 (LC 8) Max Uplift 3=-303 (LC 32), 4=-303 (LC 29) Max Grav 3=306 (LC 33), 4=306 (LC 36) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-295/310, 1-2=-291/292 BOT CHORD 3-5=-334/336 WEBS 1-3=-466/466 NOTES 1) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. ll; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 303 lb uplift at joint 4 and 303 lb uplift at joint 3. Truss Truss Type Qty PlyL-2 LP1_Pob VT07 Valley 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:44:41 Page: 1 I D:F?nPYWSbE5lzonxigaHjM4ywQl6-GJ7bSOQ4k1 sH3gYxy?pSZSDNWXsmbTRSCyoBjMye?N5 3-11-0 1.5x4 n 12 3 r 2 6 T1 1 1- 0 7 1 3 0-0 8 2x6 0 1.5x4 n 3-11-0 Scale = 1:21.5 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.13 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.00 Horiz(TL) 1 0.00 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 10 lb FT = 20 % LUMBER 8) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 25 lb uplift at joint BOT CHORD 2x4 DF No.2 G 3 and 21 lb uplift at joint 1. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 9) This truss is designed in accordance with the 2018 Stud G International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 10) This truss has been designed for a moving concentrated 4-0-0 oc purlins, except end verticals. load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 10-0-0 oc panel points along the Bottom Chord, nonconcurrent with racing. any other live loads. 11) This truss is designed for a creep factor of 3.01, which is MiTek recommends that Stabilizers and used to calculate the Vert(CT) deflection per ANSI/TPI 1. required cross bracing be installed during LOAD CASE(S) Standard truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=154/3-11-0, (min. 0-1-8), 3=154/3-11-0,(min. 0-1-8) Max Horiz 1=30 (LC 9) Max Uplift 1=-21 (LC 8), 3=-25 (LC 12) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-334/175 BOT CHORD 1-7=-230/316, 1-7=-229/317 NOTES 1) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-0 to 3-1-0, Interior (1) 3-1-0 to 3-10-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. Truss Truss Type Qty PlyL-2 LP1_Pob VT08 Valley 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:44:41 Page: 1 ID:F?nPYWSbE5lzonxigaHjM4ywQl6-GJ7bSOQ4k1 sH3gYxy?pSZ5DK4XoibTRSCyoBjMye?N5 0-0- 5-11-0 1.5x4 n 12 3� 7 T1 8 6 1- -0 B1 3 9 3x6 - 1.5x4 n Scale = 1:23.4 5-11-0 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.39 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.00 Horiz(TL) 0.01 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 16 lb FT = 20 % LUMBER 8) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 38 lb uplift at joint BOT CHORD 2x4 DF No.2 G 3 and 32 lb uplift at joint 1. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 9) This truss is designed in accordance with the 2018 Stud G International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 10) This truss has been designed for a moving concentrated 6-0-0 oc purlins, except end verticals. load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 10-0-0 oc panel points along the Bottom Chord, nonconcurrent with racing. any other live loads. 11) This truss is designed for a creep factor of 3.01, which is MiTek recommends that Stabilizers and used to calculate the Vert(CT) deflection per ANSI/TPI 1. required cross bracing be installed during LOAD CASE(S) Standard truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=236/5-11-0, (min. 0-1-8), 3=236/5-11-0,(min. 0-1-8) Max Horiz 1=49 (LC 9) Max Uplift 1=-32 (LC 8), 3=-38 (LC 12) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-655/289, 1-6=-639/291 BOT CHORD 1-8=-388/627, 1-8=-387/628 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-0 to 3-1-0, Interior (1) 3-1-0 to 5-10-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. Truss Truss Type Qty PlyL-2 LP1_Pob VT09 Valley 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:44:41 Page: 1 ID:F?nPYWSbE5lzonxigaHjM4ywQl6-GJ7bSOQ4k1 sH3gYxy?pSZ5DM6XsgbTWSCyoBjMye?N5 2- -0 0-0 7-11-0 1.5x4 n 1.5x4 n 2 31? 13 T1 W1 8 9 2-0-0 10 14 4 11 5 12 3x4 -- 1.5x4 n 1.5x4 n Scale = 1:29 7-11-0 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.19 Vert(TL) n/a n/a 999 BCLL 0.0' Rep Stress Incr YES WB 0.06 Horiz(TL) 0.00 4 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 24 lb FT = 20 % LUMBER 6) " This truss has been designed for a live load of 20.Opsf TOP CHORD 2x4 DF No.2 G on the bottom chord in all areas where a rectangle BOT CHORD 2x4 DF No.2 G 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF chord and any other members. Stud G 7) A plate rating reduction of 20% has been applied for the OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF green lumber members. Stud G 8) Provide mechanical connection (by others) of truss to BRACING bearing plate capable of withstanding 19 lb uplift at joint TOP CHORD Structurall wood Structural wood sheathing directly applied or 4, 17 lb uplift at joint 1 and 71 lb uplift at joint 5. 6tru0 except end verticals. 9) This truss is designed in accordance with the 2018 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc International Building Code section 2306.1 and bracin referenced standard ANSIITPI 1. 10) This truss has been designed for a moving concentrated MiTek recommends that Stabilizers and load of 6.01b dead located at all mid panels and at all required cross bracing be installed during panel points along the Bottom Chord, nonconcurrent with truss erection, in accordance with Stabilizer any other live loads. Installation guide. 11) This truss is designed for a creep factor of 3.01, which is REACTIONS (lb/size) 1=160/7-11-0, (min. 0-1-8), used to calculate the Vert(CT) deflection per ANSI/TPI 1. 4=-19/7-11-0 (min 0-1-8) LOAD CASE(S) Standard 5=404/7-11-0, (min. 0-1-8) Max Horiz 1=65 (LC 9) Max Uplift 1=-17 (LC 12), 4=-19 (LC 1), 5=-71 (LC 8) Max Grav 1=160 (LC 1), 4=16 (LC 12), 5=404 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-252/85 WEBS 2-5=-284/204 NOTES 1) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 1-2-8 to 4-2-8, Interior (1) 4-2-8 to 7-10-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply P1-PL-2 VT10 Valley 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Scale = 1:30.9 Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:44:41 Page: 1 ID:kBLnisSD?OtgQxWvEHoyuHywQI5-GJ7bSOQ4k1 sH3gYxy?pSZSDLOXgGbTWSCyoBjMye?N5 1.5x4 n 3x4 - 1.5x4 n 1.5x4 n 1.5x4 n 1.5x4 n Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.29 Vert(TL) n/a n/a 999 BCLL 0.0' Rep Stress Incr YES WB 0.06 Horiz(TL) 1 0.01 5 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 32 lb FT = 20 % LUMBER 6) " This truss has been designed for a live load of 20.Opsf TOP CHORD 2x4 DF No.2 G on the bottom chord in all areas where a rectangle BOT CHORD 2x4 DF No.2 G 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF chord and any other members. Stud G 7) A plate rating reduction of 20% has been applied for the OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF green lumber members. Stud G 8) Provide mechanical connection (by others) of truss to BRACING bearing plate capable of withstanding 100 lb uplift at joint (s) 7. TOP CHORD Structural wood sheathing directly applied or 9) Thiss truusss is designed in accordance with the 2018 6-0-0 oc purlins, except end verticals. International Building Code section 2306.1 and BOT CHORD Rigid ceiling directly applied or 6-0-0 oc referenced standard ANSIITPI 1. bracin 10) This truss has been designed for a moving concentrated MiTek recommends that Stabilizers and load of 6.01b dead located at all mid panels and at all required cross bracing be installed during panel points along the Bottom Chord, nonconcurrent with truss erection, in accordance with Stabilizer any other live loads. Installation guide. 11) This truss is designed for a creep factor of 3.01, which is REACTIONS All bearings 9-11-0. used to calculate the Vert(CT) deflection per ANSI/TPI 1. (lb) - Max Horiz 1=89 (LC 9) LOAD CASE(S) Standard Max Uplift All uplift 100 (lb) or less atjoint(s) 1,5,6,7 Max Grav All reactions 250 (lb) or less at joint (s) 1, 5, 6 except 7=515 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-502/149 BOT CHORD 1-12=-175/478, 1-12=-174/479 WEBS 2-7=-334/154 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-0 to 3-1-0, Interior (1) 3-1-0 to 9-10-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply P1-PL-2 VT11 Valley 1 1 Job Reference (optional) Builder FirstSource, M.BRITT 3x4 -- Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:44:41 Page: 1 I D:kBLnisSD?OtgQxWvEHoyuHywQI5-GJ7bSOQ4k1 sH3gYxy?pSZSDLBXgGbTWSCyoBjMye?N5 11-11-0 1.5x4 n 1.5x4 n 15 9 16 8 17 7 18 1.5x4 n 1.5x4 n 1.5x4 n 1.5x4 n Scale = 1:33 Ilk 11-11-0 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.29 Vert(TL) n/a n/a 999 BCLL 0.0' Rep Stress Incr YES WB 0.06 Horiz(TL) 0.01 6 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 41 lb FT = 20 % LUMBER 7) " This truss has been designed for a live load of 20.Opsf TOP CHORD 2x4 DF No.2 G on the bottom chord in all areas where a rectangle BOT CHORD 2x4 DF No.2 G 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF chord and any other members. Stud G 8) A plate rating reduction of 20% has been applied for the OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF green lumber members. Stud G 9) Provide mechanical connection (by others) of truss to BRACING bearing plate capable of withstanding 100 lb uplift at joint (s) 8, 9. TOP CHORD Structural wood sheathing directly applied or 10) Thiss truss sss is designed in accordance with the 2018 6-0-0 oc purlins, except end verticals. International Building Code section 2306.1 and BOT CHORD Rigid ceiling directly applied or 6-0-0 oc referenced standard ANSIITPI 1. bracin 11) This truss has been designed for a moving concentrated MiTek recommends that Stabilizers and load of 6.01b dead located at all mid panels and at all required cross bracing be installed during panel points along the Bottom Chord, nonconcurrent with truss erection, in accordance with Stabilizer any other live loads. Installation guide. 12) This truss is designed for a creep factor of 3.01, which is REACTIONS All bearings 11-11-0. used to calculate the Vert(CT) deflection per ANSI/TPI 1. (lb) - Max Horiz 1=108 (LC 91 LOAD CASE(S) Standard Max Uplift All uplift 100 (lb) or less atjoint(s) 1,6,7,8,9 Max Grav All reactions 250 (lb) or less at joint (s) 1, 6, 7, 8 except 9=520 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-500/123 BOT CHORD 1-14=-161/476, 1-14=-160/477 WEBS 2-9=-337/124 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-0 to 3-1-0, Interior (1) 3-1-0 to 11-10-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply P1-PL-2 VT12 Valley 1 Job Reference (optional) Builder FirstSource, M.BRITT 3x4 - Scale = 1:31.7 Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:44:41 Page: 1 ID:E65QagOxGXlr1ULrC4ep1_ywQJz-GJ7bSOQ4k1sH3gYxy?pSZ5DLOXrMbTW5CyoBjMye?N5 17 11 18 10 19 9 20 8 21 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.22 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.06 Horiz(TL) 0.01 7 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 51 lb FT = 20 % LUMBER 6) This truss has been designed for a 10.0 psf bottom TOP CHORD 2x4 DF No.2 G chord live load nonconcurrent with any other live loads. BOT CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1 &Btr G 7) * This truss has been designed for a live load of 20.Opsf WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF on the bottom chord in all areas where a rectangle Stud G 3-06-00 tall by 2-00-00 wide will fit between the bottom OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF chord and any other members. Stud G 8) A plate rating reduction of 20% has been applied for the BRACING green lumber members. TOP CHORD Structural wood sheathing directly applied or 9) Provide mechanical connection (by others) of truss to 6-0-0 oc purlins, except end verticals. bearing plate capable of withstanding 100 lb uplift at joint BOT CHORD Rigid ceiling directly applied or 6-0-0 oc (s) 9, 10, 11. 10) Thiss truss sss is designed in accordance with the 2018 racing. International Building Code section 2306.1 and MiTek recommends that Stabilizers and referenced standard ANSI/TPI 1. required cross bracing be installed during 11) This truss has been designed for a moving concentrated truss erection, in accordance with Stabilizer load of 6.01b dead located at all mid panels and at all Installation guide. panel points along the Bottom Chord, nonconcurrent with REACTIONS All bearings 13-11-0. any other live loads. (lb) -Max Horiz 1=128 (LC 9) 12) This truss is designed for a creep factor of 3.01, which is Max Uplift All uplift 100 (lb) or less at joint(s) used to calculate the Vert(CT) deflection per ANSI/TPI 1. 1 7 8 9 10 11 LOAD CASE(S) Standard Max Grav All reactions 250 (lb) or less at joint (s) 1, 7, 8, 9, 10 except 11=519 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-503/103 BOT CHORD 1-16=-147/478, 1-16=-146/479 WEBS 2-11 =-337/1 10 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-0 to 3-1-0, Interior (1) 3-1-0 to 13-10-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. Job Truss Truss Type Qty Ply P1-PL-2 AE02 Monopitch 1 1 Job Reference (optional) Builder FirstSource, M.BRITT 0 Lo M M I Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:29:10 Page: 1 ID:AS3CKgEhhyNhH5ZtOsYiSeywDBA-1CNe2g95 ZNtlt?v_c7Km9BgF4lyH337cmQXpye?be 0-5-10 6-7-0 13-2-0 6-1-6 6-7-0 0-5-10 12 n 9S r 6u 2x6 n 3x4= 5x6= 0 L9 7 t 6-7-0 13-2-0 6-7-0 6-7-0 Scale = 1:44.6 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.04 4-5 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.09 4-5 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.57 Horz(CT) 0.01 4 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 78 lb FT = 20% LUMBER 7) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 129 lb uplift at joint BOT CHORD 2x4 DF No.2 G 6 and 83 lb uplift at joint 4. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 8) This truss is designed in accordance with the 2018 Stud G *Except* W1:2x6 DF No.2 G International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 9) This truss has been designed for a moving concentrated 6-0-0 oc purlins, except end verticals. load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 8-11-7 oc panel points along the Bottom Chord, nonconcurrent with bracin any other live loads. . 10) This truss is designed for a creep factor of 3.01, which is MiTek recommends that Stabilizers and used to calculate the Vert(CT) deflection per ANSI/TPI 1. required cross bracing be installed during LOAD CASE(S) Standard truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=524/ Mechanical, (min. 0-1-8), 6=524/0-5-8, (min. 0-1-8) Max Horiz 6=232 (LC 9) Max Uplift 4=-83 (LC 12), 6=-129 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-483/452, 1-2=-512/391 BOT CHORD 6-8=-325/373, 5-8=-325/373, 5-9=-490/508, 4-9=-490/508 WEBS 1-5=-540/553, 2-5=-190/343, 2-4=-569/509 NOTES 1) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. Job Truss Truss Type Qty Ply P1-PL-2 AE03 Monopitch 1 1 Job Reference (optional) Builder FirstSource, M.BRITT 4x8= 1 O N VY 1 4 V 6 101 2x611 Scale = 1:47.2 Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:29:10 Page: 1 ID:76iNJAScDom?30WXdLO9jeywDAt-1CNe2g95 ZNtlt?v_c7Km98YF4?yG137cmQXpye?be 6-5-7 12-10-14 6-5-7 6-5-7 0.2512 3x10 = 3x10= 6-5-7 12-10-14 6-5-7 6-5-7 2x6 n 6x8 = Plate Offsets (X, Y): [2:0-3-9,0-1-8], [5:0-3-9,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.03 4-5 >999 240 MT20 220/195 TCDL 14.0 Lumber IDOL 1.25 BC 0.32 Vert(CT) -0.09 4-5 >999 180 BCLL 0.0` Rep Stress Incr NO WB 0.59 Horz(CT) -0.01 4 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 70 lb FT = 20 % LUMBER 5) A plate rating reduction of 20% has been applied for the TOP CHORD 2x4 DF No.2 G green lumber members. BOT CHORD 2x4 DF No.2 G 6) Refer to girder(s) for truss to truss connections. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 7) Provide mechanical connection (by others) of truss to Stud G bearing plate atjoint(s) 6. BRACING 8) Provide mechanical connection (by others) of truss to TOP CHORD Structural wood sheathing directly applied or bearing plate capable of withstanding 733 lb uplift at joint 5-2-9 oc purlins, except end verticals. 6 and 657 lb uplift at joint 4. BOT CHORD Rigid ceiling directly applied or 5-6-9 oc 9) This truss is designed in accordance with the 2018 bracing. International Building Code section 2306.1 and WEBS 1 Row at mid t 1-5 2-4 referenced standard ANSI/TPI 1. 10) This truss has been designed for a moving concentrated MiTek recommends that Stabilizers and load of 6.0Ib dead located at all mid panels and at all required cross bracing be installed during panel points along the Bottom Chord, nonconcurrent with truss erection, in accordance with Stabilizer any other live loads. Installation guide. 11) This truss has been designed for a total drag load of REACTIONS (lb/size) 4=517/ Mechanical, (min. 0-1-8), 2000 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) 6=517/0-2-6, (min. 0-1-8) Connect truss to resist drag loads along bottom chord Max Horiz 6=144 (LC 9) from 0-0-0 to 12-10-14 for 155.0 plf. Max Uplift 4=-657 (LC 38), 6=-733 (LC 29) 12) This truss is designed for a creep factor of 3.01, which is Max Graft 4=862 (LC 49), 6 =-7 (LC 50) used to calculate the Vert(CT) deflection per ANSI/TPI 1. FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 LOAD CASE(S) Standard (lb) or less except when shown. TOP CHORD 1-6=-906/946, 1-2=-1341/1328, 2-3=-1040/1015 BOT CHORD 6-7=-589/568, 5-7=-1160/1150, 5-8=-877/711, 4-8=-1268/1375 WEBS 1-5=-1453/1476, 2-5=-670/826, 2-4=-1549/1546 NOTES 1) Wind: ASCE 7-16; VuIt=11 Omph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. Job Truss Truss Type Qty Ply P1-PL-2 AE04 Jack -Closed 7 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:29:10 Page: 1 ID:hgyQ5WeFK18T18yynp1 mxUywQpQ-1 CNe2g95ZNtlt?v_c7Km9BgF4TyH W37cmQXpye?be 0 LO V N 7 3x6 = 1 6-5-7 12-10-14 6-5-7 6-5-7 0.25 2 3x4 = 2x6 n 0 7 1.5x4 n 3x4 = 3x4 = 6-5-7 12-10-14 6-5-7 6-5-7 Scale = 1:45.6 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.03 4-5 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.09 4-5 >999 180 BCLL 0.0' Rep Stress Incr YES WB 0.54 Horz(CT) 0.01 4 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 70 lb FT = 20 % LUMBER 8) This truss is designed in accordance with the 2018 TOP CHORD 2x4 DF No.2 G International Building Code section 2306.1 and BOT CHORD 2x4 DF No.2 G referenced standard ANSI/TPI 1. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 9) This truss has been designed for a moving concentrated Stud G load of 6.01b dead located at all mid panels and at all BRACING panel points along the Bottom Chord, nonconcurrent with TOP CHORD Structural wood sheathing directly applied or any other live Toads. 6-0-0 oc purlins, except end verticals. 10) This truss is designed for a creep factor of 3.01, which is BOT CHORD Rigid ceiling directly applied or 9-7-14 oc used to calculate the Vert(CT) deflection per ANSI/TPI 1. racing. LOAD CASE(S) Standard MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=517/ Mechanical, (min. 0-1-8), 6=517/ Mechanical, (min. 0-1-8) Max Horiz 6=144 (LC 9) Max Uplift 4=-60 (LC 12), 6=-96 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-477/375, 1-2=-500/328 BOT CHORD 5-8=-420/496, 4-8=-420/496 WEBS 1-5=-406/553, 2-5=-192/278, 2-4=-561/431 NOTES 1) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 96 lb uplift at joint 6 and 60 lb uplift at joint 4. Job Truss Truss Type Qty Ply P1-PL-2 AE05 Flat 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:29:10 Page: 1 I D: hgyQSWeFK18T18yynp1 mxUywQpQ-1 CNe2g95ZNtlt?v_c7Km9BXF5FyLa37cmQXpye?be 0-3-9 12-10-14 6-5-7 12-7-5 6-1-14 6-1-14 0-3-9 0-3-9 3x10= 0 L6 3x10a 3x6-- 3x10= 30 5 31 2x6n 3x10= 2x6n 6-5-7 12-10-14 Scale=1:52.4 6-5-7 6-5-7 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.03 5-6 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.24 Vert(CT) -0.08 5-6 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.28 Horz(CT) 0.00 4 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 130 lb FT = 20 % LUMBER 6) Gable studs spaced at 1-4-0 oc. TOP CHORD 2x4 DF No.2 G 7) This truss has been designed for a 10.0 psf bottom BOT CHORD 2x4 DF No.2 G chord live load nonconcurrent with any other live loads. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 8) * This truss has been designed for a live load of 20.Opsf Stud G on the bottom chord in all areas where a rectangle OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 3-06-00 tall by 2-00-00 wide will fit between the bottom Stud G chord and any other members. BRACING 9) A plate rating reduction of 20% has been applied for the TOP CHORD Structural Structural wood sheathing directly applied or l wood green lumber members. 10) Refer to girder(s) for truss to truss connections. 6tru0 except end verticals. 11) Provide mechanical connection (by others) of truss to BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bearing plate capable of withstanding 120 lb uplift at joint bracing. 6 and 120 lb uplift at joint 4. JOINTS 1 Brace at Jt(s): 8, 12) This truss is designed in accordance with the 2018 9 10 International Building Code section 2306.1 and MiTek recommends that Stabilizers and referenced standard ANSI/TPI 1. required cross bracing be installed during 13) This truss has been designed for a moving concentrated truss erection, in accordance with Stabilizer load of 6.01b dead located at all mid panels and at all Installation guide. panel points along the Bottom Chord, nonconcurrent with REACTIONS (lb/size) 4=517/ Mechanical, (min. 0-1-8), any other live loads. 14) This truss is designed for a creep factor of 3.01, which is 6=517/ Mechanical, (min. 0-1-8) used to calculate the Vert(CT) deflection per ANSI/TPI 1. Max Horiz 6=-196 (LC 8) Max Uplift 4=-120 (LC 9), 6=-120 (LC 8) LOAD CASE(S) Standard FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-479/417, 1-7=-468/395, 1-2=-365/265, 2-3=-362/254, 4-11=-477/413, 3-11=-483/416 BOT CHORD 6-30=-251/266, 5-30=-251/266 WEBS 1-8=-344/430, 5-8=-375/438, 5-9=-498/453, 2-9=-499/448, 5-10=-397/458, 3-10=-392/460 NOTES 1) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). Truss Truss Type Qty PlyL-2 LP1_Pob AE06 Flat Supported Gable 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:29:10 Page: 1 ID:tbgLy3Lx5NCBIXmb8iKlDMyw7Yo-1CNe2g95 ZNtlt?v_c7Km97SF7QyIm37cnnQXpye?be 3-10-0 7-8-0 4 3-10-0 3-10-0 4x5= O LO 10 6x8= 3x10 n 3x1011 6x8= 7-8-0 Scale = 1:50.4 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.00 15 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.10 Vert(CT) 0.00 15 >999 180 BCLL 0.0' Rep Stress Incr NO WB 0.46 Horz(CT) 0.00 13 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 97 lb FT = 20 % LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 19, 23 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 7-8-0. (lb) - Max Horiz 17=196 (LC 31) Max Uplift All uplift 100 (lb) or less atjoint(s) 11, 12, 13, 14, 15, 16 except 10=-758 (LC 32), 17=-780 (LC 29) Max Grav All reactions 250 (lb) or less at joint (s) 11, 12, 13, 14, 15, 16 except 10=753 (LC 33), 17=776 (LC 36) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-24=-293/301, 3-24=-384/393, 3-4=-485/494, 4-5=-575/580, 5-6=-545/545, 6-7=-464/459, 7-25=-358/358, 8-25=-271/259 BOT CHORD 17-26=-623/624, 16-26=-515/516, 16-27=-502/503, 15-27=417/418, 15-28=-347/348, 14-28=-256/257, 13-30=-257/258, 12-30=-352/353, 12-31=435/436,11-31=-526/527, 11 -32=-537/538, 10-32=-626/627 WEBS 17-22=-974/986, 22-23=-1003/1016, 21-23=-1020/1032, 5-21=-1096/1110, 5-18=-1115/1129, 18-19=-1032/1044, 19-20=-1018/1032, 10-20=-982/994 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 13, 12, 11, 14, 16, 15 except at=lb) 17=779, 10=757. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total drag load of 1000 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 7-8-0 for 130.4 plf. 14) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PL-2 AE07 Monopitch Structural Gable 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Camber = 1/16 in Scale = 1:48.7 Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:29:10 Page: 1 ID:eoRDjDu5lJgO8_dtaQk_Jmyw7eY-1CNe2g95 ZNtlt?v_c7Km96rF3CyFe37cmQXpye?be 0-5-10 1, 1, 7-2-8 13-2-0 6-8-14 5-11-8 0-5-10 W 2x6 u 4x6= 9 19 8 20 7 21 6 22 4x6= 3x4 n 5x6= 1, 7-4-4 13-2-0 1, 7-4-4 5-9-12 Plate Offsets (X, Y): [5:0-2-12,0-1-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.05 9-10 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.12 9-10 >706 180 BCLL 0.0* Rep Stress Incr NO WB 0.66 Horz(CT) -0.01 5 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 105 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G *Except* W1:2x6 DF No.2 G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-10-8 oc bracing. WEBS 1 Row at mid t 1-9 3-5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 5-11-8. except 10=0-5-8 (lb) - Max Horiz 10=270 (LC 35) Max Uplift All uplift 100 (lb) or less atjoint(s) 6 except 5=-1138 (LC 32), 8=-115 (LC 3), 9=-395 (LC 37), 10=-841 (LC 29) Max Grav All reactions 250 (lb) or less at joint (s) 6, 7, 8 except 5=1115 (LC 49), 9=614 (LC 50), 10=893 (LC 36) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-894/865, 1-2=-1287/1281, 3-4=-1042/972 BOT CHORD 10-18=-969/758, 9-18=-1651/1506, 8-19=-419/404, 8-20=-443/428, 7-20=-659/644, 7-21=-779/668, 6-21=-899/884, 6-22=-1032/1017, 5-22=-1166/1151 WEBS 1-9=-1631/1735, 2-9=-1191/1313, 2-3=-1119/1128, 3-5=-1515/1532 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 6 except Qt=lb) 10=840, 5=1137, 9=394, 8=114. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.0Ib dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total drag load of 180 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 13-2-0 for 180.0 plf. 14) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PL-2 AG01 Half Hip Girder 2 Job Reference (optional) Builder FirstSource, M.BRITT o N N O 06 C6 co A A A LUS24 LUS24 Camber = 7/16 in Scale = 1:57.3 LUS24 6-7-6 6-7-6 Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:29:10 Page: 1 ID:1 omJ8DiO8Zmm7vgwaNdxeXywQpL-1 CNe2g95ZNtlt?v_c7Km9CcF1 KyBH37cmQXpye?be 6-7-6 13-4-14 16-9-2 20-9-7 24-9-11 29-1-14 6-7-6 6-9-8 3-4-4 4-0-5 4-0-5 4-4-3 8x12= 2x4n 7x8= 4x6= 5x8= 2x4n 4 5 6 7 8 6x12= 8x12= 4x8= 6x8= 6x8= 4x6= 5x8= 3x10n 7x8= LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 13-7-11 16-9-2 20-9-7 24-9-11 29-1-14 7-0-5 3-1-7 4-4-3 Plate Offsets (X, Y): [1:0-2-12,0-1-12], [2:0-3-9,0-1-8], [3:0-84,0-4-0], [7:0-3-9,0-2-8], [9:0-4-0,04-12], [10:0-3-9,0-2-8], [13:0-3-9,0-3-0], [16:0-2-12,0-3-12] O L6 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.21 14-16 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.64 14-16 >540 180 BCLL 0.0* Rep Stress Incr NO WB 0.94 Horz(CT) 0.07 9 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 501 lb FT = 20% LUMBER TOP CHORD 2x6 DF 1800F 1.6E G or 2x6 DF SS G *Except* T1:2x6 DF No.2 G BOT CHORD 2x8 DF SS G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G *Except* W4:2x6 DF No.2 G, W7:2x4 DF No.2 G, W2:2x4 DF 1800F 1.6E G or 2x4 DF No.1 &Btr G BRACING TOP CHORD Structural wood sheathing directly applied or 4-7-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17. REACTIONS (lb/size) 9=4663/0-5-8, (min. 0-2-8), FORCES TOP CHORD BOT CHORD WEBS NOTES 17=4928/0-2-6, (req. 0-2-10) Max Horiz 17=8 (LC 21) Max Uplift 9=-1003 (LC 22), 17=-939 (LC 21) (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 4-5=-330/162, 5-6=-5484/1191, 6-7=-3305/772, 1-2=-8462/1676, 2-3=-11552/2424 16-21=-1485/8462, 21-22=-1407/8462, 15-22=-1407/8462, 15-23=-1476/8462, 14-23=-1519/8462, 14-24=-2120/11329, 24-25=-2093/11329, 13-25=-2078/11329, 13-26=-1259/6596, 12-26=-1204/6596, 11-12=-1241/6596, 11-27=-1053/5484, 10-27=-1080/5484, 10-28=-647/3305, 9-28=-707/3305 1-17=-4324/883, 3-14=-144/274, 3-13=-6499/1142, 5-13=-939/5341, 7-9=-5437/1186, 6-11=-596/2690, 5-11 =-1 854/498, 6-10=-3634/834, 7-10=-840/3968, 2-14=-1051/3419, 2-16=-1891/586, 1-16=-1890/9417, 3-5=-7508/1579 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) WARNING: Required bearing size atjoint(s) 17 greater than input bearing size. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 939 lb uplift at joint 17 and 1003 lb uplift at joint 9. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total drag load of 1000 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 29-1-14 for 34.3 plf. 14) Use Simpson Strong -Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-8-2 from the left end to 11-8-2 to connect truss(es) AK01 (1 ply 2x4 DF) to front face of bottom chord. 15) Use Simpson Strong -Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 13-5-10 from the left end to 26-9-2 to connect truss(es) AE05 (1 ply 2x4 DF), AE04 (1 ply 2x4 DF) to back face of bottom chord. 16) Fill all nail holes where hanger is in contact with lumber. 17) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 4-8=-68, 9-17=-14, 1-3=-68 Concentrated Loads (lb) Vert: 14=-503, 13=-503, 11=-503, 10=-503, 18=-537, 19=-537, 20=-537, 21=-537, 22=-537, 23=-537, 24=-503, 26=-503, 27=-503, 28=-503 Truss Truss Type Qty PlyL-2 LPJ_Pob AH01 Common Girder 1 2 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:29:10 Page: 1 I D:Sm 1 wOu V51J FOHOEUvQLfWwywQl2-V PxOG09klHhEUvSBTh7MsziHyeHnhfmCLG W_4Gye?bd 4-10-15 10-0-5 15-0-0 20-10-13 28-2-0 4-10-15 5-1-6 4-11-11 5-10-13 7-3-3 MT20HS 8x12 = 0-9-71 4x12= 3x10n 8x12= 7x8= 8x12= 4x8n LUS26 LUS26 MUS26 LUS26 LUS26 LUS26 LUS26 14-10-0 4-10-15 7-10-13 14-9-5 18-8-9 28-2-0 4-10-15 2-11-15 6-10-8 3-10-9 9-5-7 0-0-11 Camber = 5/16 in Scale = 1:56.6 Plate Offsets (X, Y): [1:04-12,0-0-11], [7:0-4-5,0-5-2], [8:0-6-0,0-5-0], [9:04-0,0-5-0], [10:0-6-0,04-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.16 11-13 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.43 9-10 >409 180 MT20HS 165/146 BCLL 0.0* Rep Stress Incr NO WB 0.86 Horz(CT) 0.05 9 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 277 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x6 DF 1800F 1.6E G or 2x6 DF SS G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G *Except* W3,W6:2x4 DF 1800F 1.6E G or 2x4 DF No.1 &Btr G, W5:2x6 DF No.2 G SLIDER Right 2x4 DF Stud or No.2 or Std G-- 1-11-14 BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS All bearings 13-7-8. except 1=0-5-8 (lb) - Max Horiz 1=330 (LC 29) Max Uplift All uplift 100 (lb) or less atjoint(s) except 1=-1133 (LC 21), 7=-1142 (LC 40), 8=-5249 (LC 42), 9=-4520 (LC 21), 14=-1142 (LC 40) Max Grav All reactions 250 (lb) or less at joint (s) except 1=3433 (LC 1), 7=1111 (LC 33), 8=3545 (LC 29), 9=11647 (LC 1), 14=1111 (LC 33) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-8732/3276, 2-3=-4444/1879, 3-4=-2626/6336, 4-5=-1670/2344, 5-6=-2927/3355, 6-7=-1053/1078 BOT CHORD 1-18=-2958/6997, 1-18=-2958/6997, 1-19=-4172/8487, 19-20=-4172/8487, 20-21=-4172/8487, 11-21=-4172/8487, 11-22=-4172/8487, 22-23=-4172/8487, 10-23=4172/8487, 10-24=-3724/3640, 24-25=-3724/3640,25-26=-3724/3640, 9-26=-3724/3640, 9-27=-6749/4354, 8-27=-5731/1554, 8-28=-4759/4353, 7-28=-2944/2538, 7-29=-3038/2631, 7-29=-3785/3378 WEBS 3-10=-593/6929, 3-9=-6573/681, 4-8=-5299/7872, 5-8=-626/321, 4-9=-6816/4120, 2-10=-4522/656, 2-11=-254/2260 NOTES 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-8-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1132 lb uplift at joint 1, 1142 lb uplift at joint 7, 4519 lb uplift at joint 9, 5249 lb uplift at joint 8 and 1142 lb uplift at joint 7. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 12) This truss has been designed for a total drag load of 10400 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 15-0-0 to 28-2-0 for 789.9 plf. 13) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 14) Use Simpson Strong -Tie LUS26 (4-SD9112 Girder, 4- SD9212 Truss, Single Ply Girder) or equivalent spaced at 4-7-8 oc max. starting at 1-11-4 from the left end to 13-0-12 to connect truss(es) AF02 (1 ply 2x4 DF) to front face of bottom chord. 15) Use Simpson Strong -Tie MUS26 (6-10d Girder, 6-10d Truss) or equivalent at 7-0-12 from the left end to connect truss(es) AF02A (1 ply 2x6 DF) to front face of bottom chord. 16) Fill all nail holes where hanger is in contact with lumber. 17) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-4=-68, 4-7=-68, 1-14=-14 Concentrated Loads (lb) Vert: 13=-1208, 20=-1208, 21=-1208, 23=-1399, 24=-1208, 25=-1208, 26=-1208 Job Truss Truss Type Qty Ply P1-PL-2 AK01 Roof Special 6 1 Job Reference (optional) Builder FirstSource, M.BRITT Camber = 1/8 in Scale = 1:41 Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:29:10 Page: 1 ID:91 Wolsfu5LGKel W8LXY?UhywQpP-1 CNe2g95ZNtlt?v_c7Km95GF3MyD?37cmQXpye?be -0-3-2 6-11-9 12-10-14 6-11-9 5-11-5 0-3-2 3x10 n 2 12 13 12 3x4, w 3 :::a& W 5 r0 11 0-9-� 3x10= 14 6 15 6-11-9 6-11-9 1.5x4 u 12-10-14 5-11-5 4x6n Plate Offsets (X, Y): [2:Edge,0-3-9], [5:0-4-4,0-0-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.06 6-7 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.19 6-7 >828 180 BCLL 0.0` Rep Stress Incr YES WB 0.83 Horz(CT) -0.01 5 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 56 lb FT = 20 % LUMBER 6) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 66 lb uplift at joint BOT CHORD 2x4 DF No.2 G 2 and 83 lb uplift at joint 5. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 7) This truss is designed in accordance with the 2018 Stud G International Building Code section 2306.1 and SLIDER Right 2x4 DF Stud or No.2 or Std G-- 1-11-14 referenced standard ANSI/TPI 1. BRACING 8) This truss has been designed for a moving concentrated TOP CHORD Structural wood sheathing directly applied or load of 6.01b dead located at all mid panels and at all 6-0-0 oc purlins, except end verticals. panel points along the Bottom Chord, nonconcurrent with BOT CHORD Rigid ceiling directly applied or 10-0-0 oc any other live loads. 9) Gap between inside of top chord bearing and first racing. diagonal or vertical web shall not exceed 0.500in. MiTek recommends that Stabilizers and 10) This truss is designed for a creep factor of 3.01, which is required cross bracing be installed during used to calculate the Vert(CT) deflection per ANSI/TPI 1. truss erection, in accordance with Stabilizer LOAD CASE(S) Standard Installation guide. REACTIONS (lb/size) 2=551/ Mechanical, (min. 0-1-8), 5=523/ Mechanical, (min. 0-1-8) Max Horiz 2=-138 (LC 10) Max Uplift 2=-66 (LC 9), 5=-83 (LC 13) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-41/313, 3-13=-949/307, 4-13=-1010/290 BOT CHORD 7-14=-255/954, 6-14=-255/954, 6-15=-255/954, 5-15=-255/954 WEBS 3-7=-938/241 NOTES 1) Wind: ASCE 7-16; VuIt=11 Omph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-3-2 to 2-8-14, Interior (1) 2-8-14 to 12-10-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. Job Truss Truss Type Qty Ply P1-PL-2 BA01 Common Supported Gable 1 1 Job Reference (optional) Builder FirstSource, M.BRITT (2 A 0-4-1t: Scale = 1:47.7 5-1-12 5-1-12 12 3r- Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:29:10 Page: 1 I D:ItX4UhrNvbx30?gaQBcgTjyw5ul-YOpGrKBTDgRW FbipMG5unYd 1 trkvDOOwuy1 t?Nye?bf 11-2-( 6-0-4 4x6= 35 27 36 26 37 25 38 24 39 23 40 22 41 21 42 20 43 19 44 18 45 17 3x4= 3x10n 1.5x4n 1.5x4n 1.5x4 n 1.5x4 n 6x8= 6-5-12 6-5-12 9-1-11 6 0-9-1T � 1.5x4 n 1.5x4 n 3x6 n 1.5x4 n 1.5x4 n 20-5-8 13-11-12 Plate Offsets (X, Y): [2:0-3-0,Edge], [14:0-3-0,Edge], [17:Edge,0-3-9], [26:0-3-9,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.31 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.66 Horz(CT) 0.02 17 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 98 lb FT = 20% LUMBER TOP CHORD 2x4 DF N0.2 G *Except* T2,T3:2x6 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G *Except* W1:2x4 DF No.2 G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING BOT CHORD 1-34=440/496, 1-34=-328/385, 1-35=-1151/1171, 27-35=-852/876, 27-36=-557/600, 26-36=462/505, 26-37=-1777/1777, 25-37=-1682/1682, 25-38=-1587/1587, 24-38=-1492/1492, 24-39=-1397/1397, 23-39=-1303/1303, 2340=-1208/1208, 22-40=-1109/1109, 22-41=-1011/1011, 21-41=-914/914, 2142=-821/821, 2042=-650/650, 2043=-631 /631, 1943=-508/508, TOP CHORD Structural wood sheathing directly applied or 1944=-441/441, 1844=-270/270, 5-5-12 oc purlins. 1845=-251/251 BOT CHORD Rigid ceiling directly applied or 4-8-15 oc WEBS 7-23=-387/362, 3-27=-1772/1720, racing. 9-22=-390/352, 3-26=-2073/2015 MiTek recommends that Stabilizers and NOTES required cross bracing be installed during 1) Unbalanced roof live loads have been considered for this truss erection, in accordance with Stabilizer design. Installation guide. 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) REACTIONS All bearings 20-5-8. Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. (lb) -Max Horiz 1=68 (LC 37), 28=68 (LC 37) II; Exp C; Enclosed; MWFRS (envelope) exterior zone Max Uplift All uplift 100 (lb) or less atjoint(s) and C-C Corner(3E) 0-1-8 to 3-1-8, Exterior(2N) 3-1-8 to 17, 18, 19, 20, 21, 24,25 except 11-3-8, Corner(3R) 11-3-8 to 14-3-8, Exterior(2N) 14-3-8 1=-348 (LC 29), 22=-329 (LC 40), to 21-10-7 zone; cantilever left and right exposed ; end 23=-338 (LC 38), 26=-1220 (LC vertical left and right exposed;C-C for members and 46), 27=-1639 (LC 29), 28=-348 forces & MWFRS for reactions shown; Lumber (LC 29) DOL=1.60 plate grip DOL=1.60 Max Grav All reactions 250 (lb) or less at joint 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), (s) 17, 18, 19, 20, 21, 24, 25 except see Standard Industry Gable End Details as applicable, 1=420 (LC 50), 22=397 (LC 49), or consult qualified building designer as per ANSI/TPI 1. 23=396 (LC 47), 26=1204 (LC 31), 4) All plates are 2x4 MT20 unless otherwise indicated. 27=1787 (LC 50), 28=420 (LC 50) 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 7) This truss has been designed for a 10.0 psf bottom (lb) or less except when shown. chord live load nonconcurrent with any other live loads. TOP CHORD 1-2=-1183/1189, 2-3=-952/844, 8) * This truss has been designed for a live load of 20.Opsf 3-4=-2077/2107, 4-5=-1908/1967, on the bottom chord in all areas where a rectangle 5-32=-1726/1786, 6-32=-1606/1670, 3-06-00 tall by 2-00-00 wide will fit between the bottom 6-7=-1537/1614, 7-8=-1297/1380, chord and any other members. 8-9=-1198/1289, 9-10=-1178/1272, 9) A plate rating reduction of 20% has been applied for the 10-33=-968/1049, 11-33=-830/900, green lumber members. 11 -1 2=-796/867, 12-13=-615/671, 10) Provide mechanical connection (by others) of truss to 13-14=-416/468 bearing plate capable of withstanding 100 lb uplift at joint (s) 17, 24, 25, 21, 20, 19, 18 except (jt=lb) 1=348, 23=338, 27=1638, 22=329, 26=1219, 1=348. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.0Ib dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total drag load of 2700 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 18-11-8 for 142.4 plf. 14) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 15) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PL-2 BA02 Common 7 Job Reference (optional) Builder FirstSource, M.BRITT Camber = 3/16 in Scale = 1:42 Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:29:10 Page: 1 ID:M_I?Vjw77Kt7TTrKgzsexayw5Rn-YOpGrKBTDgRWFbipMG5unYd2grgsDpOwuy1t?Nye?bf 6-1-2 11-2-0 16-3-0 20-5-8 �21-8-8 6-1-2 5-0-15 5-0-15 4-2-8 1-3-0 12 4x6= 3F 3x4 16 17 3x4a 2 w 34 15 18 W I 5 19 6 7 0-9-1� 20 11 21 10 9 22 8 23 3x6 = 1.5x4 n 3x6 = 3x10= 5x6 = 6-1-2 11-2-0 16-3-0 20-5-8 6-1-2 5-0-15 5-0-15 4-2-8 7x8 -- Plate Offsets (X, Y): [7:0-3-0,0-2-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.10 11 >999 240 MT20 220/195 TCDL 14.0 Lumber IDOL 1.25 BC 0.57 Vert(CT) -0.31 11-14 >776 180 BCLL 0.0` Rep Stress Incr YES WB 0.62 Horz(CT) 0.07 7 n/a n/a BCDL 7.0 Code IBC2018/TPI2014 Matrix-MSH Weight: 86 lb FT = 20 % LUMBER 3) This truss has been designed for a 10.0 psf bottom TOP CHORD 2x4 DF No.2 G chord live load nonconcurrent with any other live loads. BOT CHORD 2x4 DF No.2 G 4) " This truss has been designed for a live load of 20.Opsf WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF on the bottom chord in all areas where a rectangle Stud G 3-06-00 tall by 2-00-00 wide will fit between the bottom BRACING chord and any other members. TOP CHORD Structural wood sheathing directly applied or 5) A plate rating reduction of 20% has been applied for the 3-7-8 oc purlins, except end verticals. green lumber members. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 6) Provide mechanical connection others) of truss to bracin bearing plate capable of withstanding 93 lb uplift at joint 1 and 129 lb uplift at joint 7. MiTek recommends that Stabilizers and 7) This truss is designed in accordance with the 2018 required cross bracing be installed during International Building Code section 2306.1 and truss erection, in accordance with Stabilizer referenced standard ANSI/TPI 1. Installation guide. 8) This truss has been designed for a moving concentrated REACTIONS (lb/size) 1=829/04-0, (min. 0-1-8), load of 6.01b dead located at all mid panels and at all 7=934/0-5-8, (min. 0-1-8) panel points along the Bottom Chord, nonconcurrent with Max Horiz 1=40 (LC 16) any other live loads. Max Uplift 1=-93 (LC 8), 7=-129 (LC 9) 9) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 LOAD CASE(S) Standard (lb) or less except when shown. TOP CHORD 1-15=-2438/391, 2-15=-2410/404, 2-16=-1592/281, 3-16=-1547/300, 3-17=-1547/293, 4-17=-1589/280, 4-18=-1752/312, 5-18=-1812/297, 5-7=-887/223 BOT CHORD 1-19=-134/837, 1-19=-134/837, 1-20=-349/2338,11-20=-349/2338, 11 -21 =-349/2338, 10-21=-349/2338, 9-10=-349/2338, 9-22=-249/1723, 8-22=-249/1723 WEBS 3-9=-25/431, 2-9=-909/178, 4-9=-338/109, 5-8=-239/1529 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-8 to 3-1-8, Interior (1) 3-1-8 to 11-3-8, Exterior(2R) 11-3-8 to 14-3-8, Interior (1) 14-3-8 to 21-10-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Job Truss Truss Type Qty Ply P1-PL-2 BA03 Common 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Camber = 3/16 in Scale = 1:42 Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:29:10 Page: 1 I D:unkdl NvVMOIGrJG8HGLPOMyw5Ro-YOpGrKBTDgRW FbipMG5unYd2grgsDpOwuy1 t?Nye?bf 6-1-2 11-2-0 16-3-0 20-5-8 �21-8-8 6-1-2 5-0-15 5-0-15 4-2-8 1-3-0 12 4x6= 3F 3x4 16 17 3x4a 2 w 34 15 18 W I 5 19 6 7 0-9-1� 20 11 21 10 9 22 8 3x6 = 1.5x4 n 3x6 = 3x10= 23 5x6 = 7x8 0 6-1-2 11-2-0 16-3-0 20-5-8 6-1-2 5-0-15 5-0-15 4-2-8 Plate Offsets (X, Y): [1:0-0-6,Edge], [7:0-3-0,0-2-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.10 11 >999 240 MT20 220/195 TCDL 14.0 Lumber IDOL 1.25 BC 0.57 Vert(CT) -0.31 11-14 >776 180 BCLL 0.0` Rep Stress Incr YES WB 0.62 Horz(CT) 0.07 7 n/a n/a BCDL 7.0 Code IBC2018/TPI2014 Matrix-MSH Weight: 86 lb FT = 20 % LUMBER 3) This truss has been designed for a 10.0 psf bottom TOP CHORD 2x4 DF No.2 G chord live load nonconcurrent with any other live loads. BOT CHORD 2x4 DF No.2 G 4) " This truss has been designed for a live load of 20.Opsf WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF on the bottom chord in all areas where a rectangle Stud G 3-06-00 tall by 2-00-00 wide will fit between the bottom BRACING chord and any other members. TOP CHORD Structural wood sheathing directly applied or 5) A plate rating reduction of 20% has been applied for the 3-7-8 oc purlins, except end verticals. green lumber members. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 6) Refer toa girder(s) for truss truss connections. bracin 7) Provide mechanical connection (by others) of truss to ct bearing plate capable of withstanding 93 lb uplift at joint MiTek recommends that Stabilizers and 1 and 129 lb uplift at joint 7. required cross bracing be installed during 8) This truss is designed in accordance with the 2018 truss erection, in accordance with Stabilizer International Building Code section 2306.1 and Installation guide. referenced standard ANSI/TPI 1. REACTIONS (lb/size) 1=829/ Mechanical, (min. 0-1-8), 9) This truss has been designed for a moving concentrated 7=934/1-11-8, (min. 0-1-8) load of 6.01b dead located at all mid panels and at all Max Horiz 1=40 (LC 16) panel points along the Bottom Chord, nonconcurrent with Max Uplift 1=-93 (LC 8), 7=-129 (LC 9) any other live loads. 10) This truss is designed for a creep factor of 3.01, which is FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 used to calculate the Vert(CT) deflection per ANSI/TPI 1. (lb) or less except when shown. LOAD CASE(S) Standard TOP CHORD 1-15=-2438/391, 2-15=-2410/404, 2-16=-1592/281, 3-16=-1547/300, 3-17=-1547/293, 4-17=-1589/280, 4-18=-1752/312, 5-18=-1812/297, 5-7=-887/223 BOT CHORD 1-19=-134/837, 1-19=-134/837, 1-20=-349/2338,11-20=-349/2338, 11 -21 =-349/2338, 10-21=-349/2338, 9-10=-349/2338, 9-22=-249/1723, 8-22=-249/1723 WEBS 3-9=-25/431, 2-9=-909/178, 4-9=-338/109, 5-8=-239/1529 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-8 to 3-1-8, Interior (1) 3-1-8 to 11-3-8, Exterior(2R) 11-3-8 to 14-3-8, Interior (1) 14-3-8 to 21-10-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Job Truss Truss Type Qty Ply P1-PL-2 BA04 Common 2 Job Reference (optional) Builder FirstSource, M.BRITT M A 0-4-� Camber = 3/16 in Scale = 1:42 Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:29:10 Page: 1 I D:unkdl NvVM01GrJG8HGLPOMyw5Ro-YOpGrKBTDgRWFbipMG5unYd2zrgJDrDwuy1 t?Nye?bf 6-1-2 11-2-0 16-3-0 18-11-8 *-3-0 6-1-2 5-0-15 5-0-15 2-8-8 1-3-8 12 4x6 = 3F z 3x4- 16 17 3x40 2 W 4 18 3x6, 15 5 W I 6 19 1- -7 7 20 11 21 10 9 22 8 23 3x6 = 1.5x4 n 3x6 = 3x10= 3x6 = 6-1-2 11-2-0 16-3-0 18-11-8 6-1-2 5-0-15 5-0-15 2-8-8 1.5x4 n Plate Offsets (X, Y): [1:0-0-14,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.08 11-14 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.26 11-14 >855 180 BCLL 0.0* Rep Stress Incr YES WB 0.48 Horz(CT) 0.06 7 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 80 lb FT = 20 % LUMBER 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) TOP CHORD 2x4 DF No.2 G Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. BOT CHORD 2x4 DF No.2 G 11; Exp C; Enclosed; MWFRS (envelope) exterior zone WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF and C-C Exterior(2E) 0-1-8 to 3-1-8, Interior (1) 3-1-8 to Stud G 11-3-8, Exterior(2R) 11-3-8 to 14-3-8, Interior (1) 14-3-8 BRACING to 20-4-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and TOP CHORD Structural wood sheathing directly applied or woods, forces & MWFRS for reactions shown; Lumber 3truct oc except end verticals. DOL=1.60 plate grip DOL=1.60 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 3) This truss has been designed for a 10.0 psf bottom bracing, Except: chord live load nonconcurrent with any other live loads. 6-0-0 oc bracing: 7-8. 4) * This truss has been designed for a live load of 20.Opsf MiTek recommends that Stabilizers and on the bottom chord in all areas where a rectangle required cross bracing be installed during 3-06-00 tall by 2-00-00 wide will fit between the bottom truss erection, in accordance with Stabilizer chord and any other members. Installation guide. 5) A plate rating reduction of 20% has been applied for the green lumber members. REACTIONS (lb/size) 1=767/ Mechanical, (min. 0-1-8), 6) Refer to girder(s) for truss to truss connections. 7= 876/0-5-8, (min. 0-1-8) /0- 7) Provide mechanical connection (by others) of truss to Max Horiz 1=16) bearing plate capable of withstanding 91 lb uplift at joint Max Uplift 1=-91 (LC 8), 7=-118 (LC 9) 1 and 118 lb uplift at joint 7. FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 8) This truss is designed in accordance with the 2018 (lb) or less except when shown. International Building Code section 2306.1 and TOP CHORD 1-15=-2200/366, 2-15=-2173/378, referenced standard ANSI/TPI 1. 2-16=-1338/251, 3-16=-1293/269, 9) This truss has been designed for a moving concentrated 3-17=-1293/261, 4-17=-1336/249, load of 6.01b dead located at all mid panels and at all 4-18=-1119/225, 5-18=-1157/221, panel points along the Bottom Chord, nonconcurrent with 5-7=-850/218 any other live loads. BOT CHORD 1-19=-129/769, 1-19=-129/769, 10) This truss is designed fora creep factor of 3.01, which is 1-20=-342/2108, 11-20=-342/2108, used to calculate the Vert(CT) deflection per ANSI/TPI 1. 11 -21 =-342/2108, 10-21=-342/2108, LOAD CASE(S) Standard 9-10=-342/2108, 9-22=-165/1107, 8-22=-165/1107 WEBS 3-9=-7/344, 2-9=-921/179, 4-8=-367/109, 5-8=-201/1181 NOTES 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Qty Ply P1-PL-2 BA05 Common Supported Gable 1 Job Reference (optional) Builder FirstSource, M.BRITT M M 0-4-at: 5-1-12 5-1-12 3 1 r 2 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:29:10 Page: 1 I D:AMCHktb3Hd_KDSMpiez_EHyw5Zy-YOpGrKBTDgRWFbipMG5unYd4DrIKDruwuy1 t?Nye?bf 11-2-0 17-2-5 18-11-8 I 6-0-4 6-0-4 1-9-3 1 4x6= 7 8 9 4x6c 35 27 36 26 37 25 38 24 39 23 40 22 41 21 42 20 43 19 44 18 45 3x4= 2x6 n 1.5x4 n 1.5x4 n 1.5x4 n 2x6 n 3x6 = 1.5x4 n 1.5x4 n 1.5x4 n 3x10= 6 1- -7 Scale=1:49.3 6-5-12 6-5-12 15-10-5 9-4-9 18-11-8 3-1-3 Plate Offsets (X, Y): [2:0-3-0,Edge], [14:0-3-0,Edge], [19:0-3-9,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.22 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.50 Horz(CT) 0.01 23 n/a n/a BCDL 7.0 Code IBC2018/TPI2014 Matrix-MSH Weight: 95 lb FT = 20% LUMBER BOT CHORD 1-34=-344/397, 1-34=-232/285, 12) This truss is designed in accordance with the 2018 TOP CHORD 2x6 DF No.2 G *Except* T1:2x4 DF No.2 G, 1-35=-795/808, 27-35=-486/517, International Building Code section 2306.1 and T4:2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr 26-37=-721/742, 25-37=-626/647, referenced standard ANSI/TPI 1. G 25-38=-531/552, 24-38=-407/457, 13) This truss has been designed for a moving concentrated BOT CHORD 2x4 DF No.2 G 24-39=-341/362, 23-39=-246/265, load of 6.0Ib dead located at all mid panels and at all WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 21-41=-239/260, 21-42=-258/355, panel points along the Bottom Chord, nonconcurrent with Stud G *Except* W2:2x4 DF No.2 G 2042=-429/450, 20-43=-524/545, any other live loads. OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 1943=-600/640, 19-44=-324/331 14) This truss has been designed for a total drag load of Stud G WEBS 3-27=-979/916, 13-18=-974/937, 2700 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) 3-26=-1 1 13/1086,13-19=-1283/1301 Connect truss to resist drag loads along bottom chord BRACING NOTES from 0-0-0 to 18-11-8 for 142.4 plf. TOP CHORD Structural wood sheathing directly applied or 1) Unbalanced roof live loads have been considered for this 15) This truss is designed for a creep factor of 3.01, which is 6-0-0 oc purlins, except end verticals. design. used to calculate the Vert(CT) deflection per ANSI/TPI 1. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) LOAD CASE(S) Standard racing. Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. MiTek recommends that Stabilizers and II; Exp C; Enclosed; MWFRS (envelope) exterior zone required cross bracing be installed during and C-C Corner(3E) 0-1-8 to 3-1-8, Exterior(2N) 3-1-8 to truss erection, in accordance with Stabilizer 11-3-8, Corner(3R) 11-3-8 to 14-3-8, Exterior(2N) 14-3-8 Installation guide. to 204-15 zone; cantilever left and right exposed ; end REACTIONS All bearings 18-11-8. vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber (lb) - Max Horiz 1=40 (LC 45), 28=40 (LC 45) DOL=1.60 plate grip 60 Max Uplift All uplift 100 (lb) or less atjoint(s) wind loa 3) Truss designed for wind loads in the plane of the truss 20, 21, 22, 23, 24, 25 except 20,21, , 25 ex ept(LC only. For studs exposed to wind (normal to the face), (LC 29), 32), 2), 7=-21519=-779 ((LC see Standard Industry Gable End Details as applicable, 1=-260 40), (LC 40), or consult qualified building designer as per ANSI/TPI 1. 26=-627 (LC 34) 27=-841 (LC 39), 4) All plates are 2x4 MT20 unless otherwise indicated. 28=-260 (LC 5) Gable requires continuous bottom chord bearing. Max Grav All reactions 250 (lb) or less at joint 6) Gable studs spaced at 1-4-0 oc. (s) 17, 20, 21, 22, 23, 24, 25 except 7) This truss has been designed for a 10.0 psf bottom 1=331 (LC 50), 18=939 (LC 49), chord live load nonconcurrent with any other live loads. 19=796 (LC 50), 26=596 (LC 51), 8) * This truss has been designed for a live load of 20.Opsf 27=1000 (LC 50), 28=331 (LC 50) on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 chord and any other members. (lb) or less except when shown. 9) A plate rating reduction of 20% has been applied for the TOP CHORD 1-2=-823/799, 2-3=-593/493, 3-4=-943/942, green lumber members. 4-5=-752/772, 5-32=-548/578, 10) Provide mechanical connection (by others) of truss to 6-32=-487/483, 6-7=-354/401, bearing plate capable of withstanding 100 lb uplift atjoint 9-10=-248/298, 10-33=-379/410, (s) 23, 24, 25, 22, 21, 20 except at=lb) 1=259, 17=215, 11-33=-443/477, 11-12=-646/667, 27=841, 18=878, 26=627, 19=778, 1=259. 12-13=-822/825 11) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) 1, 28. Job Truss Truss Type Qty Ply P1-PL-2 BB01 Common Girder 1 Job Reference (optional) Builder FirstSource, M.BRITT 0-3-15r— Camber = 1/8 in Scale = 1:47.9 Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:29:10 Page: 1 ID:M_I?Vjw77Kt7TTrKgzsexayw5Rn-YOpGrK8TDgRW FbipMGSunYd_RramDn_wuy1 t?Nye?bf � 1-3-01, 5-10-6 1, 10-7-8 1,12-3-11 1, 16-0-6 1, 21-3-0 122-6-01 1 1-3-0 5-10-6 4-9-2 1-8-3 3-8-10 5-2-10 1-3-0] 12 5x6= 3 r . 1.5x4 n 18 12 19 11 10 3x10n 4x12= 3x6= 5x6= 4x6= 7x10= LUS26 LUS24 LUS26 7-5-7 12-3-12 16-0-6 21-3-0 7-5-7 4-10-5 3-8-10 5-2-10 LUS24 Plate Offsets (X, Y): [7:04-12,0-0-11], [7:0-04,Edge], [10:0-5-0,0-4-8], [12:0-2-4,0-3-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.08 9-14 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.22 9-14 >465 180 BCLL 0.0* Rep Stress Incr NO WB 0.75 Horz(CT) 0.01 7 n/a n/a BCDL 7.0 Code IBC2018/TPI2014 Matrix-MSH Weight: 102 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x6 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G WEDGE Right: 2x4 DF Stud or No.2 or Std G BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 9-10. WEBS 1 Row at mid t 6-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 12-5-8. except 7=0-5-8 (lb) - Max Horiz 2=-48 (LC 40) Max Uplift All uplift 100 (lb) or less atjoint(s) except 2=-403 (LC 21), 7=-608 (LC 24), 10=-1155 (LC 32), 12=-933 (LC 37) Max Grav All reactions 250 (lb) or less at joint (s) except 2=445 (LC 42), 7=1527 (LC 46), 10=3456 (LC 1), 12=893 (LC 36) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1136/1269, 3-4=-787/1074, 4-5=-824/2216, 5-6=-754/2246, 6-7=-1725/1072 BOT CHORD 2-17=-910/955, 2-17=-622/669, 2-18=-1252/1146, 12-18=-670/407, 12-19=-1356/1025, 11-19=-1274/266, 10-11=-1274/391, 10-20=-447/1654, 9-20=-519/1654, 9-21=-817/1654, 21-22=-975/1654, 7-22=-997/1654, 7-23=-1012/2517, 7-23=-1486/2516 WEBS 4-10=-1604/993, 4-12=-1252/1528, 3-12=-479/150, 5-10=-261/94, 6-9=-226/1841, 6-10=-3988/611 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 608 lb uplift at joint 7, 932 lb uplift at joint 12, 403 lb uplift at joint 2 and 1154 lb uplift at joint 10. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a moving concentrated load of 6.0Ib dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) This truss has been designed for a total drag load of 200 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 21-3-0 for 200.0 plf. 10) Use Simpson Strong -Tie LUS26 (4-10d Girder, 3-10d Truss, Single Ply Girder) or equivalent spaced at 1-11-0 oc max. starting at 13-11-4 from the left end to 15-10-4 to connect truss(es) BA02 (1 ply 2x4 DF), BA03 (1 ply 2x4 DF) to front face of bottom chord. 11) Use Simpson Strong -Tie LUS24 (4-SD9112 Girder, 2- SD9212 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 17-11-4 from the left end to 19-11-4 to connect truss(es) BA04 (1 ply 2x4 DF) to front face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 13) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-4=-68, 4-8=-68, 2-7=-14 Concentrated Loads (lb) Vert: 9=-815, 20=-815, 22=-753, 23=-753 Job Truss Truss Type Qty Ply P1-PL-2 BB02 Common 6 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:29:10 Page: 1 ID:Ob5ncglOtCVaJZ5c2opfgzyw2SD-YOpGrK8TDgRWFbipMG5unYdO6dVDtOwuy1t?Nye?bf Camber = 1/4 in Scale = 1:50.5 22-6-0 1-3-0 5-10-6 1, 10-7-8 12-1-12 15-4-10 1, 21-3-0 1-3-0 5-10-6 4-9-2 1-6-4 3-2-14 5-10-6 1-3-0 31r 4x5= 4 1.5x4 n 3x6= 3x6= 3x10= 3x4= 12-2-12 6-8-0 12-1-12 21-3-( 6-8-0 5-5-12 9-0-4 0-1-0 3x6= Plate Offsets (X, Y): [7:0-0-10,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.10 9-17 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.35 9-17 >311 180 BCLL 0.0' Rep Stress Incr YES WB 0.34 Horz(CT) 0.01 9 n/a n/a BCDL 10.0 Code IBC2018/TPI2014 Matrix-MSH Weight: 83 lb FT = 20 % LUMBER 3) This truss has been designed for a 10.0 psf bottom TOP CHORD 2x4 DF No.2 G chord live load nonconcurrent with any other live loads. BOT CHORD 2x4 DF No.2 G 4) " This truss has been designed for a live load of 20.Opsf WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF on the bottom chord in all areas where a rectangle Stud G 3-06-00 tall by 2-00-00 wide will fit between the bottom BRACING chord and any other members. TOP CHORD Structural wood sheathing directly applied or Structurall woos. 5) A plate rating reduction of 20% has been applied for the 6tru0 green lumber members. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 6) Provide mechanical connection (by others) of truss to bracin bearing plate capable of withstanding 102 lb uplift at joint 2, 76 lb uplift at joint 9 and 92 lb uplift at joint 7. MiTek recommends that Stabilizers and 7) This truss is designed in accordance with the 2018 required cross bracing be installed during International Building Code section 2306.1 and truss erection, in accordance with Stabilizer referenced standard ANSI/TPI 1. Installation guide. 8) This truss has been designed for a moving concentrated REACTIONS (lb/size) 2=493/0-5-8, (min. 0-1-8), load of 6.01b dead located at all mid panels and at all 7=316/0-5-8, (min. 0-1-8), panel points along the Bottom Chord, nonconcurrent with 9=1237/0-5-8, (min. 0-1-8) any other live loads. Max Horiz 2=-48 (LC 17) 9) This truss is designed for a creep factor of 3.01, which is Max Uplift 2=-102 (LC 8), 7=-92 (LC 9), 9=-76 used to calculate the Vert(CT) deflection per ANSI/TPI 1. (LC 8) LOAD CASE(S) Standard Max Grav 2=515 (LC 25), 7=364 (LC 26), 9=1237 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-808/121, 3-18=-790/138, 3-19=-618/108, 4-19=-571/120, 4-5=-57/673, 5-20=-73/673, 6-20=-81/621, 6-21 =-1 51/256 BOT CHORD 2-22=-52/330, 2-22=-52/330, 2-23=-131/766, 11-23=-131 /766 WEBS 3-11=-412/126, 4-11=-122/846, 4-9=-824/159, 6-9=-644/154 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=11Omph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-3-7 to 1-8-9, Interior (1) 1-8-9 to 10-7-8, Exterior(2R) 10-7-8 to 13-7-8, Interior (1) 13-7-8 to 22-6-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Truss Truss Type Qty PlyL-2 LPJ_Pob BB03 Common Supported Gable Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:29:10 Page: 1 I D:yJBN IgCtc2i73_NMPyC4J Uyw2Uw-YOpGrK8TDgRW FbipMGSunYd4?dODynwuy1 t?Nye?bf 1-3-0 10-7-8 21-3-0 2-6-0 11 1-3-0 10-7-8 10-7-8 1-3-0 4x6= 12 co LO A A N 0-3-� 10 44 36 27 37 26 38 25 39 24 (23 41 29221 43 20 44 19 45 18 46 3x6= 1.5x4 n 6x8 0 1.5x4 n 5x6= Scale = 1:45.2 1.5x4 n 1.5x4 n 1.5x4 n 1.5x4 n 7 6x8-- 1.5x4 n 1.5x4 n 1.5x4 n 3x6= Plate Offsets (X, Y): [3:0-2-8,0-2-5], [15:0-2-8,0-2-5], [25:0-3-0,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.24 Vert(CT) n/a n/a 999 BCLL 0.0` Rep Stress Incr NO WB 0.06 Horz(CT) 0.01 22 n/a n/a BCDL 7.0 Code IBC2018/TPI2014 Matrix-MSH Weight: 99 lb FT = 20 % LUMBER TOP CHORD 2x4 DF No.2 G *Except* T2:2x6 DF No.2 G BOT CHORD 2x4 DF No.2 G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-8-9 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 21-3-0. (lb) - Max Horiz 2=-479 (LC 47), 28=-479 (LC 47) Max Uplift All uplift 100 (lb) or less atjoint(s) 19, 20, 21, 22, 23, 24, 25, 26 except 2=-134 (LC 29), 3=-390 (LC 37), 15=-362 (LC 40), 16=-104 (LC 32), 18=-117 (LC 31), 27=-103 (LC 30), 28=-134 (LC 29), 31=-104 (LC 32) Max Grav All reactions 250 (lb) or less at joint (s) 2, 16, 19, 20, 21, 22, 23, 24, 25, 26, 28, 31 except 3=449 (LC 50), 15=418 (LC 49), 18=278 (LC 54), 27=278 (LC 53) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-276/299, 3-4=-1369/1353, 4-5=-854/880, 5-34=-675/710, 6-34=-537/578, 6-7=-484/530, 7-8=-331/391, 8-9=-234/305, 11-12=-250/302, 12-35=-282/334, 13-35=420/444, 13-14=-598/626, 14-15=-1090/1077 BOT CHORD 3-36=-1043/1072, 27-36=-814/844, 27-37=-587/616, 26-37=-502/531, 26-38=406/429, 25-38=-330/359, 25-39=-244/272, 21-42=-267/295, 2143=-335/371, 20-43=437/465, 2044=-521/549, 19-44=-589/634, 1945=-691/712, 18-45=-776/804, 18-46=-1004/998, 15-46=-1225/1260 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-3-7 to 1-8-7, Exterior(2N) 1-8-7 to 10-7-8, Corner(3R) 10-7-8 to 13-7-8, Exterior(2N) 13-7-8 to 22-6-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 22, 21, 20, 19, 23, 24, 25, 26 except at=lb) 2=133, 15=362, 3=389, 18=116, 27=102, 16=103, 2=133, 16=103. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total drag load of 2700 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 21-3-0 for 127.1 plf. 14) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PL-2 BC01 Roof Special Supported Gable 1 1Job Reference (optional) Builder FirstSource, M.BRITT Scale = 1:46.5 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:29:10 Page: 1 ID:Rj WwpMYmag08aG?P2onDVgyw7A0-1 CNe2g95ZNtlt?v_c7Km9F9F5FyOk37cmQXpye?be 2x4 n 2x4 n 2x4 n 1 2x4 n 2x4 n 16-11-0 1,18-2-01, 16-11-0 1-3-0 16-11-0 30-3-15r- 5x8 0 3x6 = Plate Offsets (X, Y): [11:0-4-0,0-2-13) Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.24 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.08 Horz(CT) 0.02 24 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 94 lb FT = 20 % LUMBER TOP CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G *Except* T1:2x6 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 16-11-0. (lb) - Max Horiz 23=-272 (LC 33) Max Uplift All uplift 100 (lb) or less atjoint(s) 12, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 except 11=-327 (LC 40), 14=-137 (LC 31) Max Grav All reactions 250 (lb) or less at joint (s) 12, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 except 11=424 (LC 45), 14=255 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-324/288, 4-5=418/359, 5-6=-512/430, 6-7=-606/518, 7-8=-700/608, 8-9=-795/697, 9-10=-893/785, 10-11=-1172/1015 BOT CHORD 23-27=-117/272, 22-27=-176/338, 22-28=-209/351, 21-28=-263/424, 21-29=-296/433, 20-29=-350/511, 20-30=-392/552, 19-30=-436/598, 19-31=480/615, 18-31=-523/684, 18-32=-566/728, 17-32=-610/771, 17-33=-618/814, 16-33=-696/858, 16-34=-740/901, 15-34=-774/945, 15-35=-826/962,14-35=-870/1031, 14-36=-978/1098, 11-36=-1085/1247 NOTES 1) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-1-13 to 3-1-13, Exterior(2N) 3-1-13 to 18-2-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 23, 12, 22, 21, 20, 19, 18, 17, 16, 15, 12 except (jt=lb) 14=136, 11=326. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 12) This truss has been designed for a total drag load of 1100 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 16-11-0 for 65.0 plf. 13) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PL-2 BCO2 Roof Special 7 Job Reference (optional) Builder FirstSource, M.BRITT M O_ V Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:29:10 Page: 1 ID:vEgYsQVae7XM9ZcgcXQlnGyw6g7-1 CNe2g95ZNtlt?v_c7Km96rFzkyHW37cmQXpye?be 8-0-11 16-11-0 18-2-0 8-0-11 8-10-5 1-3-0 3x6 n 3x6 = 1.5x4 n 3x10= 4 0-3-]Tz, Camber = 3/8 in Scale = 1:42.1 8-0-11 1 8-10-5 1 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.16 5-9 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.54 5-9 >375 180 BCLL 0.0' Rep Stress Incr YES WB 0.54 Horz(CT) 0.05 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 68 lb FT = 20 % LUMBER 6) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 136 lb uplift atjoint BOT CHORD 2x4 DF No.2 G 3 and 111 lb uplift at joint 6. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 7) This truss is designed in accordance with the 2018 Stud G International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 8) This truss has been designed for a moving concentrated 3-8-11 oc purlins, except end verticals. load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 10-0-0 oc panel points along the Bottom Chord, nonconcurrent with bracing. any other live loads. WEBS 1 Row at mid t 2-6 9) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. MiTek recommends that Stabilizers and LOAD CASE(S) Standard required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=778/0-5-8, (min. 0-1-8), 6=684/ Mechanical, (min. 0-1-8) Max Horiz 6=-171 (LC 10) Max Uplift 3=-136 (LC 9), 6=-111 (LC 13) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-1628/221, 3-11=-1630/189 BOT CHORD 6-12=-145/1543, 5-12=-145/1543, 5-13=-145/1543, 3-13=-145/1543, 3-14=-65/626, 3-14=-65/626 WEBS 2-6=-1569/278, 2-5=0/333 NOTES 1) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-13 to 3-1-13, Interior (1) 3-1-13 to 18-2-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. Job Truss Truss Type Qty Ply PI-PL-2 BC03 Roof Special 9 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:29:10 Page: 1 ID:oHRUGblliaANAojjLRlg8hyw6po-1CNe2g95 ZNtlt?v_c7Km97?Fzvyl?37cmQXpye?be 7-11-0 L 16-7-12 7-11-0 3x10u 8-8-11 7-10- M W 11 1-1 3 3x4 0 3 o v v W 12 7 13 ou 6 14 15 4 5 3x6 = 1.5x4 n 3x6 = 7-11-0 16-7-12 Camber = 3/8 in 7-11-0 8-8-11 Scale = 1:44.4 Plate Offsets (X, Y): [2:Edge,0-3-9], [4:0-3-0,0-1-11] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.15 6-10 >999 240 MT20 220/195 TCDL 14.0 Lumber IDOL 1.25 BC 0.71 Vert(CT) -0.51 6-10 >386 180 BCLL 0.0` Rep Stress Incr YES WB 0.51 Horz(CT) -0.08 7 n/a n/a BCDL 7.0 Code IBC2018/TPI2014 Matrix-MSH Weight: 68 lb FT = 20 % LUMBER 4) A plate rating reduction of 20% has been applied for the TOP CHORD 2x4 DF No.2 G green lumber members. BOT CHORD 2x4 DF No.2 G 5) Refer to girder(s) for truss to truss connections. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 6) Provide mechanical connection (by others) of truss to Stud G bearing plate capable of withstanding 37 lb uplift at joint BRACING 2, 157 lb uplift at joint 4 and 43 lb uplift at joint 7. TOP CHORD Structural wood sheathing directly applied or 7) This truss is designed in accordance with the 2018 3-9-14 oc purlins, except end verticals. International Building Code section 2306.1 and BOT CHORD Rigid ceiling directly applied or 10-0-0 oc referenced standard ANSI/TPI 1. bracing. 8) This truss has been designed for a moving concentrated WEBS 1 Row at mid t 3-7 load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with MiTek recommends that Stabilizers and any other live loads. required cross bracing be installed during 9) Gap between inside of top chord bearing and first truss erection, in accordance with Stabilizer diagonal or vertical web shall not exceed 0.500in. Installation guide. 10) This truss is designed for a creep factor of 3.01, which is REACTIONS (lb/size) 2=244/ Mechanical, (min. 0-1-8), used to calculate the Vert(CT) deflection per ANSI/TPI 1. 4=767/0-5-8, (min. 0-1-8), 7=457/ LOAD CASE(S) Standard Mechanical, (min. 0-1-8) Max Horiz 2=-170 (LC 8) Max Uplift 2=-37 (LC 13), 4=-157 (LC 9), 7=43 (LC 13) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-12=-1592/369, 4-12=-1594/338 BOT CHORD 7-13=-292/1508, 6-13=-292/1508, 6-14=-292/1508, 4-14=-292/1508, 4-15=-106/613, 4-15=-106/613 WEBS 3-7=-1522/264, 3-6=0/327 NOTES 1) Wind: ASCE 7-16; VuIt=11 Omph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-3-4 to 2-8-12, Interior (1) 2-8-12 to 17-11-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. Job Truss Truss Type Qty Ply PI-PL-2 BC04 Roof Special 1 1 Job Reference (optional) Builder FirstSource, M.BRITT 0-3-9 Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:29:10 Page: 1 ID:Z5RxW83QpGKgge7WJBFXf7yw6pP-1CNe2g95 ZNtlt?v_c7Km98OFzQyIT37cmQXpye?be 7-11 3x10 n 12 u) O �6 L6 v 4 v c 4-9-11 11-8-8 8-8-11 1-1-14 2x4 n 4x6a 2x4 n 3x6 = 1.5x4 n 3x10= 1.5x4 Camber = 3/8 in 7-11-0 16-7-12 Scale=1:51.7 7-11-0 8-8-11 70-3-1T� Plate Offsets (X, Y): [4:0-3-0,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.16 8-17 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.54 8-17 >370 180 BCLL 0.0` Rep Stress Incr YES WB 0.48 Horz(CT) -0.08 9 n/a n/a BCDL 7.0 Code IBC2018/TPI2014 Matrix-MSH Weight: 84 lb FT = 20 % LUMBER 4) This truss has been designed for a 10.0 psf bottom TOP CHORD 2x6 DF No.2 G *Except* T2:2x4 DF No.2 G chord live load nonconcurrent with any other live loads. BOT CHORD 2x4 DF No.2 G 5) " This truss has been designed for a live load of 20.Opsf WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF on the bottom chord in all areas where a rectangle Stud G 3-06-00 tall by 2-00-00 wide will fit between the bottom OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF chord and any other members. Stud G 6) A plate rating reduction of 20% has been applied for the BRACING green lumber members. TOP CHORD Structural wood sheathing directly applied or woodpurlins, 7) Refer to girder(s) for truss to truss connections. 3truct oc except end verticals. 8) Provide mechanical connection (by others) of truss to BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bearing plate capable of withstanding 40 lb uplift at joint bracing. 2, 158 lb uplift at joint 6 and 41 lb uplift at joint 9. WEBS 1 Row at mid t 5-9 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and MiTek recommends that Stabilizers and referenced standard ANSI/TPI 1. required cross bracing be installed during 10) This truss has been designed for a moving concentrated truss erection, in accordance with Stabilizer load of 6.01b dead located at all mid panels and at all Installation guide. panel points along the Bottom Chord, nonconcurrent with Mechanical, REACTIONS (lb/size) 2=247/ Mechanical, (min. 0-1-8), , (min., -1-8), any other live loads. 11) Gap between inside of top chord bearing and first 6=770/ (min. diagonal or vertical web shall not exceed 0.500in. Mechanical, (min. 0-11-8 Mechanical, 12) This truss is designed for a creep factor of 3.01, which is Max Horiz 2=-167 (LC 8) used to calculate the Vert(CT) deflection per ANSI/TPI 1. Max Uplift 2=40 (LC 13), 6=-158 (LC 9), 9=41 (LC 13) LOAD CASE(S) Standard FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-19=-1565/356, 6-19=-1568/325 BOT CHORD 9-20=-279/1480, 8-20=-279/1480, 8-21=-279/1480, 6-21=-279/1480, 6-22=-103/606, 6-22=-103/606 WEBS 5-9=-1446/253, 5-8=0/326 NOTES 1) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-3-4 to 2-8-12, Interior (1) 2-8-12 to 17-11-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 1-4-0 oc. Job Truss Truss Type Qty Ply P1-PL-2 BF01 Common Supported Gable 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:29:10 Page: 1 I D:IgCwYkXMXYwxx_ARhXTIDlywQNA-VPxOG09klHhEUvSBTh7MsziN McQEhgsCLG W_4Gye?bd v 4x6 -- 2 151 0-4-1� 52 30-4-14 15-5-6 29-1-14 15-5-6 13-8-8 1-34 2x4 n 2x4 n 2x4 n 2x4 n 312 2x4n 4x6= 2x4 n 10 11 12 2x4 n 2x4 n 2x4n 2x4 11 8 9 13 14 2x4n 2x4n 3x4a 2x4n 6 7 T 3- 16 2x4n 2x4n 2x4 11 4 5 17 18 2x4n S 8 S 8 3 S6 S7 S7 S6 S5 S19 021 S2 S3 S4 SS 4 T 2�1S2 S 22 6�3 S 24 JJ - 0 9-1 43 53 42 54 41 55 4039 38 56 37 57 36 58 355934 60 33 61 3231 30 62 29 63 28 64 27 65 26 66 25 67 TT 3x4 c 3x4= 3x4= 5x8 n 29-1-14 I. Scale = 1:54.9 Plate Offsets (X, Y): [1:0-3-3,0-1-8], [2:0-3-0,Edge], [21:0-3-0,Edge], [23:0-1-13,0-7-3] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.32 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.15 Horz(CT) 0.01 34 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 158 lb FT = 20 % LUMBER TOP CHORD BOT CHORD OTHERS SLIDER BRACING TOP CHORD BOT CHORD 2x4 DF No.2 G *Except* T2,T3:2x6 DF No.2 G 2x4 DF No.2 G 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G Right 2x6 DF No.2 G-- 1-7-15 BOT CHORD 1-51=405/456, 1-51=-350/400, 1-52=-1247/1300, 43-52=-1060/1085, 43-53=-864/910, 42-53=-809/855, 42-54=-754/795, 41-54=-700/745, 41-55=-645/690, 40-55=-586/630, 39-40=-535/580, 38-39=-485/527, 38-56=-425/470, 37-56=-369/415, 37-57=-315/361, 36-57=-217/262, 36-58=-206/251, 31-32=-214/259, Structural wood sheathing directly applied or 30-31=-312/358, 30-62=-358/413, 5-4-2 oc purlins. 29-62=-422/468, 29-63=477/479, Rigid ceiling directly applied or 5-4-13 oc 28-63=-524/577, 28-64=-587/632, racing. 27-64=-642/676, 27-65=-697/742, MiTek recommends that Stabilizers and 26-65=-751/797, 26-66=-806/852, required cross bracing be installed during 25-66=-861/907, 25-67=-873/919, truss erection, in accordance with Stabilizer 23-67=-983/1029, 23-68=-992/1037, Installation guide. 23-68=-1060/1105 WEBS 20-25=-432/385, 3-43=432/176 REACTIONS All bearings 29-1-14. NOTES (lb) - Max Horiz 1=65 (LC 38), 44=65 (LC 38) 1) Unbalanced roof live loads have been considered for this Max Uplift All uplift 100 (lb) or less atjoint(s) design. 27, 28, 29, 30, 32, 33, 34, 35, 36, 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) 37, 38, 40, 41 except 1=-365 (LC Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 29), 23=-614 (LC 32), 25=-548 (LC 11; Exp C; Enclosed; MWFRS (envelope) exterior zone 39), 26=-258 (LC 32), 42=-165 (LC and C-C Corner(3E) 0-3-2 to 3-3-2, Exterior(2N) 3-3-2 to 49), 43=-193 (LC 38), 44=-365 (LC 15-8-8, Corner(3R) 15-8-8 to 18-10-13, Exterior(2N) 29), 47=-614 (LC 32) 18-10-13 to 30-8-7 zone; cantilever left and right Max Grav All reactions 250 (lb) or less at joint exposed ; end vertical left and right exposed;C-C for (s) 27, 28, 29, 30, 32, 33, 34, 35, members and forces & MWFRS for reactions shown; 36, 37, 38, 40, 41, 42 except 1=446 Lumber DOL=1.60 plate grip DOL=1.60 (LC 50), 23=657 (LC 49), 25=589 3) Truss designed for wind loads in the plane of the truss (LC 50), 26=289 (LC 49), 43=569 only. For studs exposed to wind (normal to the face), (LC 53), 44=446 (LC 50), 47=657 see Standard Industry Gable End Details as applicable, (LC 49) or consult qualified building designer as per ANSI/TPI 1. FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 4) All plates are 1.5x4 MT20 unless otherwise indicated. (lb) or less except when shown. 5) Gable requires continuous bottom chord bearing. TOP CHORD 1-2=-1329/1327, 2-3=-1266/1241, 6) Gable studs spaced at 1-4-0 oc. 3-4=-950/934, 4-5=-812/840, 5-6=-717/734, 7) This truss has been designed for a 10.0 psf bottom 6-7=-609/628, 7-8=-501/522, 8-9=-393/418, chord live load nonconcurrent with any other live loads. 9-10=-285/310, 13-14=-277/302, 8) * This truss has been designed for a live load of 20.Opsf 14-15=-385/403, 15-16=493/504, on the bottom chord in all areas where a rectangle 16-17=-601/605, 17-18=-710/706, 3-06-00 tall by 2-00-00 wide will fit between the bottom 18-19=-821/811, 19-20=-892/871, chord and any other members. 20-21=-916/904, 21-22=-1041/1029, 9) A plate rating reduction of 20% has been applied for the 22-23=-1086/1069 green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 34, 33, 32, 30, 29, 28, 27, 35, 36, 37, 38, 40, 41 except Qt=lb) 1=364, 23=614, 26=257, 25=547, 42=164, 43=193,1=364,23=614. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total drag load of 2400 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 29-1-14 for 82.3 plf. 14) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PL-2 BF02 Common 6 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:29:10 Page: 1 ID:E65QagOxGXlr1 ULrC4ep1wmQJz-VPxOG09klHhEUvSBTh7MsziGKelZheNCLGW_4Gye?bd 18-1-3 13-11-12 16-11-1 30-4-14 7-10-10 12-9-10 15-5-6 23-0-3 29-1-14 7-10-10 4-11-0 1-2- 1-5-1 1-5-1 1-2- 4-11-0 6-1-11 1-3-0 3x4= 3x10= 1.5x4n „12 1.5x4n 5 3x10= M v 1 0 0-9-15I 3x10= -- 1.5x4n _ - --3x4n 3x4n - - 5x6= -- 8x12= MT20HS 3x10 = 5x8= 5x8= 4x8= Camber = 5/8 in 7-10-10 12-9-10 18-1-3 23-0-3 29-1-14 Scale=1:57.9 7-10-10 4-11-0 5-3-9 4-11-0 6-1-11 Plate Offsets (X, Y): [5:0-2-0,Edge], [11:Edge,0-5-3], [12:0-3-0,0-1-8], [14:0-1-12,0-2-0], [15:0-2-8,0-2-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.34 15-17 >999 240 MT20 220/195 TCDL 14.0 Lumber IDOL 1.25 BC 0.81 Vert(CT) -0.95 15-17 >368 180 MT20HS 165/146 BCLL 0.0* Rep Stress Incr YES WB 0.95 Horz(CT) 0.15 11 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 135 lb FT = 20% LUMBER 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) TOP CHORD 2x4 DF No.2 G Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. BOT CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G 11; Exp C; Enclosed; MWFRS (envelope) exterior zone *Except* B3:2x4 DF No.2 G and C-C Exterior(2E) 0-3-2 to 3-3-2, Interior (1) 3-3-2 to WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 15-8-8, Exterior(2R) 15-8-8 to 18-8-8, Interior (1) 18-8-8 Stud G *Except* W4:2x6 DF No.2 G to 30-8-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and BRACING forces & MWFRS for reactions shown; Lumber TOP CHORD Structural wood sheathing directly applied or DOL=1.60 plate grip DOL=1.60 2-2-10 oc purlins, except end verticals. 3) 80.01b AC unit load placed on the bottom chord, 15-5-6 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc from left end, supported at two points, 3-0-0 apart. racing. 4) All plates are MT20 plates unless otherwise indicated. MiTek recommends that Stabilizers and 5) The Fabrication Tolerance at joint 16 = 12% required cross bracing be installed during 6) This truss has been designed for a 10.0 psf bottom truss erection, in accordance with Stabilizer chord live load nonconcurrent with any other live loads. Installation guide. 7) * This truss has been designed for a live load of 20.Opsf REACTIONS Mechanical, (lb/size) 1=1224/ Mechanical, (min. 0-1-8), (min.0-1 on the bottom chord in all areas where a rectangle 1=1224/ (min. 3-06-00 tall by 2-00-00 wide will fit between the bottom Max Horiz 11=1=57 (LC 16) chord and any other members. 8) A plate rating reduction of 20 /o has been applied for the Max Uplift 1=-93 (LC 8), 11=-124 (LC 9) green lumber members. FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 9) Refer to girder(s) for truss to truss connections. (lb) or less except when shown. 10) Provide mechanical connection (by others) of truss to TOP CHORD 1-21=-3767/360, 2-21=-3713/380, bearing plate capable of withstanding 93 lb uplift at joint 2-22=-2779/273, 3-22=-2704/275, 1 and 124 lb uplift at joint 11. 3-4=-2593/282, 6-7=-2608/280, 11) This truss is designed in accordance with the 2018 7-23=-2688/266, 8-23=-2763/265, International Building Code section 2306.1 and 8-24=-2966/297, 9-24=-3022/275, referenced standard ANSI/TPI 1. 9-11 =-1 265/220 12) This truss has been designed for a moving concentrated BOT CHORD 1-25=-119/1163, 1-25=-119/1163, load of 6.01b dead located at all mid panels and at all 1-26=-311/3602, 17-26=-311/3602, panel points along the Bottom Chord, nonconcurrent with 16-17=-311/3602, 16-27=-311/3602, any other live loads. 15-27=-311/3602, 15-28=-154/2636, 13) This truss is designed for a creep factor of 3.01, which is 28-29=-154/2636, 29-30=-154/2636, used to calculate the Vert(CT) deflection per ANSI/TPI 1. 14-30=-154/2636, 13-14=-222/2878, LOAD CASE(S) Standard 13-31=-222/2878, 12-31=-222/2878, 12-32=-59/544, 11-32=-59/544 WEBS 3-15=0/448, 7-14=0/353, 8-14=-502/195, 2-15=-1180/250, 4-6=-2685/222, 9-12=-179/2345 NOTES 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Qty Ply P1-PL-2 BF02A Common 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:29:10 Page: 1 I D: E65QagOxGXlr1 ULrC4ep1_ywQJz-V PxOG09klHhEUvSBTh7MsziHGeGYhg 1 CLGW_4Gye?bd M v 0-4-U Camber = 9/16 in Scale = 1:57.1 18-1-3 13-11-12 16-11-1 30-4-14 7-10-10 1, 12-9-10 1, 1,15-5-61,23-0-3 1, 29-1-14 7-10-10 4-11-0 1-2- 1-5-1 1-5-1 1-2- 4-11-0 6-1-11 1-3- 3x4= 3x10= 1.5x4n 3�2 3x4 1.5x4n r 3x10= 263 727 3x4, 25 129 1 5-0-0 3 1 3x6; 28 -710 11 0-9-15 30 17 lei 15 32 33 34 14 13 35 12 36 4x12= 2x4n 6x8= 4x8= 3x4n 3x4n 2x4n 6x8= 4x12= 5x6= 7-10-10 12-9-10 18-1-3 23-0-3 29-1-14 7-10-10 4-11-0 5-3-9 4-11-0 6-1-11 Plate Offsets (X, Y): [1:0-1-7,0-0-0], [5:0-2-0,Edge], [10:0-1-1,0-3-5], [14:0-3-8,0-2-0], [15:0-1-8,0-2-0] Loading (psf) Spacing 2-3-12 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.25 15-17 >999 240 MT20 220/195 TCDL 14.0 Lumber IDOL 1.25 BC 0.94 Vert(CT) -0.82 15-17 >428 180 BCLL 0.0* Rep Stress Incr NO WB 0.78 Horz(CT) 0.12 10 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 149 lb FT = 20% LUMBER 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) TOP CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. *Except* T2:2x4 DF No.2 G 11; Exp C; Enclosed; MWFRS (envelope) exterior zone BOT CHORD 2x6 DF No.2 G *Except* B1:2x6 DF 1800F and C-C Exterior(2E) 0-3-2 to 3-3-2, Interior (1) 3-3-2 to 1.6E G or 2x6 DF SS G 15-8-8, Exterior(2R) 15-8-8 to 18-8-8, Interior (1) 18-8-8 WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF to 30-8-7 zone; cantilever left and right exposed ; end Stud G *Except* W4:2x4 DF No.2 G vertical left and right exposed;C-C for members and SLIDER Right 2x4 DF No.2 G-- 2-6-0 forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 BRACING 3) 80.01b AC unit load placed on the bottom chord, 15-5-6 TOP CHORD 2-0-0 oc purlins (2-7-6 max.) from left end, supported at two points, 3-0-0 apart. (Switched from sheeted: Spacing > 2-0-0). 4) This truss has been designed for a 10.0 psf bottom BOT CHORD Rigid ceiling directly applied or 10-0-0 oc chord live load nonconcurrent with any other live loads. bracing. 5) * This truss has been designed for a live load of 20.Opsf REACTIONS (lb/size) 1=1418/ Mechanical, (min. 0-1-8), on the bottom chord in all areas where a rectangle 10=1528/0-5-8, (min. 0-1-10) 3-06-00 tall by 2-00-00 wide will fit between the bottom Max Horiz 1=77 (LC 12) chord and any other members. Max Uplift 1=-114 (LC 8), 10=-145 (LC 9) 6) A plate rating reduction of 20% has been applied for the FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 green lumber members. (lb) or less except when shown. 7) Refer to girder(s) for truss to truss connections. TOP CHORD 1-25=-4513/458, 2-25=-4459/481, 8) Provide mechanical connection (by others) of truss to 2-26=-3305/343, 3-26=-3218/345, bearing plate capable of withstanding 114 lb uplift at joint 3-4=-3094/353, 6-7=-3103/350, 1 and 145 lb uplift at joint 10. 7-27=-3203/335, 8-27=-3290/333, 9) This truss is designed in accordance with the 2018 8-9=-3505/375, 9-28=-1376/77, International Building Code section 2306.1 and 10-28=-1399/75 referenced standard ANSI/TPI 1. BOT CHORD 1-29=-212/2116, 1-29=-212/2116, 10) This truss has been designed for a moving concentrated 1-30=-404/4326, 17-30=-404/4326, load of 6.01b dead located at all mid panels and at all 16-17=404/4326, 16-31=-404/4326, panel points along the Bottom Chord, nonconcurrent with 15-31=-404/4326, 15-32=-214/3142, any other live loads. 32-33=-214/3142, 33-34=-214/3142, 11) Graphical purlin representation does not depict the size 14-34=-214/3142, 13-14=-303/3356, or the orientation of the purlin along the top and/or 13-35=-303/3356, 12-35=-303/3356, bottom chord. 12-36=-303/3356, 10-36=-303/3356, 12) This truss is designed for a creep factor of 3.01, which is 10-37=-154/1481, 10-37=-154/1481 used to calculate the Vert(CT) deflection per ANSI/TPI 1. WEBS 3-15=0/508, 7-14=0/441, 8-14=-523/234, LOAD CASE(S) Standard 2-15=-1426/298, 2-17=-11/320, 4-6=-3241/298 NOTES 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Qty Ply P1-PL-2 BH02 Common 6 Job Reference (optional) Builder FirstSource, M.BRITT T:,4 Camber = 1/4 in Scale = 1:58.3 Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:29:10 Page: 1 ID:x7mDyDMXMRkk3JrdTQLQ9sywDHS-V PXOG09klHhEUVSBTh7MszilCeNGhmfCLG W_4Gye?bd -1-3-0 31-3-0 8-0-10 15-0-0 21-11-6 30-0-0 1 -3- 8-0-10 6-11-6 6-11-6 8-0-10 1-3-0 3x6= 4x8= z �2 1.5x4n 3x4= 3x4= 1.5x4n 3x10= 8-0-10 14-9-4 21-11-6 30-0-0 8-0-10 6-8-10 7-2-2 8-0-10 3x6= Plate Offsets (X, Y): [2:0-2-14,Edge], [6:0-2-14,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.10 8-18 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.35 8-18 >517 180 BCLL 0.0* Rep Stress Incr YES WB 0.42 Horz(CT) 0.02 6 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 116 lb FT = 20% LUMBER 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) TOP CHORD 2x4 DF No.2 G Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. BOT CHORD 2x4 DF No.2 G II; Exp C; Enclosed; MWFRS (envelope) exterior zone WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF and C-C Exterior(2E) -1-3-7 to 1-8-9, Interior (1) 1-8-9 to Stud G 15-0-0, Exterior(2R) 15-0-0 to 18-0-0, Interior (1) 18-0-0 BRACING to 31-3-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and TOP CHORD Structural wood sheathing directly applied or Structurall woos. forces & MWFRS for reactions shown; Lumber 6tru0 DOL=1.60 plate grip DOL=1.60 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 3) This truss has been designed for a 10.0 psf bottom bracing. chord live load nonconcurrent with any other live loads. WEBS 1 Row at mid t 5-10 3-10 4) * This truss has been designed for a live load of 20.Opsf MiTek recommends that Stabilizers and on the bottom chord in all areas where a rectangle required cross bracing be installed during 3-06-00 tall by 2-00-00 wide will fit between the bottom truss erection, in accordance with Stabilizer chord and any other members. Installation guide. 5) A plate rating reduction of 20% has been applied for the green lumber members. REACTIONS (lb/size) 2=454/0-5-8, (min. 0-1-8), 6) Provide mechanical connection (by others) of truss to 6=481/0-5-8, (min. 0-1-8), 6=481/0-5- , ( ), bearing plate capable of withstanding 114 lb uplift atjoint (min. 0- 10=1700/02, 115 lb uplift at joint 10 and 123 lb uplift at joint 6. Max Horiz 2=-66 (LC 13) 7) This truss is designed in accordance with the 2018 Max Uplift 2=-114 (LC 8), 6=-123 (LC 9), International Building Code section 2306.1 and 10=-115 (LC 8) referenced standard ANSI/TPI 1. Max Grav 2=514 (LC 25), 6=536 (LC 26), 8) This truss has been designed for a moving concentrated 10=1700 (LC 1) load of 6.01b dead located at all mid panels and at all FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 panel points along the Bottom Chord, nonconcurrent with (lb) or less except when shown. any other live loads. TOP CHORD 2-19=-654/129, 3-19=-652/157, 9) This truss is designed for a creep factor of 3.01, which is 3-20=-86/903, 4-20=-69/1006, 4-21=-62/951, used to calculate the Vert(CT) deflection per ANSI/TPI 1. 5-21=-79/848, 5-22=-741/195, 6-22=-742/166 LOAD CASE(S) Standard BOT CHORD 2-23=-73/321, 2-23=-73/321, 2-24=-154/601, 12-24=-154/601, 11-12=-154/601, 11-25=-154/601, 10-25=-154/601, 10-26=-125/687, 9-26=-125/687, 8-9=-125/687, 8-27=-125/687, 6-27=-125/687, 6-28=-55/347, 6-28=-55/347 WEBS 4-10=-855/167, 5-10=-1405/254, 5-8=0/289, 3-10=-1358/252, 3-12=0/279 NOTES 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Qty Ply P1-PL-2 BH03 Common Supported Gable 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:29:10 Page: 1 ID:UpvgjZOYaib_DRSINCSSxlywDFc-VPxOG09klHhEUvSBTh7MsziR7eS1 hsQCLGW_4Gye?bd T-6-, r v 0-3-U'�-- 1 Scale = 1:58.3 -1-3-0 31-3-0 15-0-0 30-0-0 1-3- 15-0-0 15-0-0 1-3-0 3 �2 2x4 n 2x4n 2x4n 2x4n 2x4 11 9 520 2x4 n 7 8 7 4x6 a 2x4 116 5 4 S S 7 3x4= 3x4= 4x6= 2x4n 2x4n 2x4n 2x4 n 2x4 n 2x4 n 11 121314 15 1�3 2x4n 17 2x4n �� 18 19 30-0-0 3x4= 2x4 n 2x4n 20 2x4 n 21 22 4x6a Ala_ 23 7424 25 3x4= Plate Offsets (X, Y): [3:0-3-0,Edge], [23:0-3-0,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.14 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.05 Horz(CT) 0.01 35 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 158 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G *Except* T2:2x6 DF No.2 G BOT CHORD 2x4 DF No.2 G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD BOT CHORD BOT CHORD 2-55=-508/550, 45-55=-445/487, 45-56=-389/431,44-56=-365/403, 44-57=-338/383, 43-57=-316/358, 43-58=-292/334, 42-58=-248/309, 42-59=-243/285, 41-59=-218/260, 30-69=-218/260, 29-69=-243/285, 29-70=-248/309 28-70=-292/334 Structural wood sheathing directly applied or 28-71=-316/354, 27-71=-340/383, 6-0-0 oc purlins. 27-72=-365/407, 26-72=-389/428, Rigid ceiling directly applied or 6-0-0 oc 26-73=-445/487, 24-73=-508/550 racing. WEBS 22-26=-300/94,4-45=-300/95 MiTek recommends that Stabilizers and NOTES required cross bracing be installed during 1) Unbalanced roof live loads have been considered for this truss erection, in accordance with Stabilizer design. Installation guide. 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) REACTIONS All bearings 30-0-0. Vasd=87mph, TC-=8.4psf, BC-=-psf, h-25ft, Cat. (lb) - Max Horiz 2=-64 (LC 39), 46=-64 (LC 39) II; Exp C; Enclosed; MWFRS (envelope) exterior zone joint(s) Max Uplift All uplift 100 (lb) or less atjoint(s) (l ) o and C-C Corner(3E) -1-3-7 to 1-8-9, Exterior(2N) 1-8-9 26, 27, 26, 27, 28, 29, 30, 32, 37, 32, 33, to 15-0-0, Corner(3R) 15-0-0 to 18-0-0, Exterior(2N) 41, 3, 44,45 except 47 ex pt 18-0-0 to 31-3-7 zone; cantilever left and right exposed ; 2=-19 , (LC 29), ((LC 2), end vertical left and right exposed;C-C for members and 46=-199 (LC 29), 4=-207 forces & MWFRS for reactions shown; Lumber Max Grav All reactions 250 (lb) or less at joint DOL=1.60 plate grip l60 (s) 27, 28, 29, 30, 32, 33, 34, 35, 3) Truss designed for wind nd loads in the plane of the truss loads 38 36, 37,38, 39, 41, 42, 43, 44 only. For studs exposed to wind (normal to the face), except 251 (LC 50), 24=251 (LC see Standard Industry Gable End Details as applicable, 49), 26=393 (LC 54), 45=393 (LC or consult qualified building designer as per ANSI/TPI 1. 53), 46=251 (LC 50), 49=251 (LC 4) All plates are 1.5x4 MT20 unless otherwise indicated. 49) 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 7) This truss has been designed for a 10.0 psf bottom (lb) or less except when shown. chord live load nonconcurrent with any other live loads. TOP CHORD 2-3=-578/563, 3-4=-512/466, 4-5=-440/452, 8) * This truss has been designed for a live load of 20.Opsf 5-6=-381/414, 6-7=-333/371, 7-8=-287/328, on the bottom chord in all areas where a rectangle 8-9=-242/286, 17-18=-242/276, 3-06-00 tall by 2-00-00 wide will fit between the bottom 18-19=-287/314, 19-20=-333/352, chord and any other members. 20-21=-371/391, 21-22=438/428, 9) A plate rating reduction of 20% has been applied for the 22-23=475/447, 23-24=-541/528 green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 34, 33, 32, 30, 29, 28, 27, 26, 37, 38, 39, 41, 42, 43, 44, 45 except Qt=lb) 2=198, 24=206, 2=198, 24=206. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total drag load of 1100 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 30-0-0 for 36.7 plf. 14) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PL-2 BJ01 Common 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:29:10 Page: 1 ID:cGfEEy7xkOwYdH8fgrcvumyvn64-1 CNe2g95ZNtlt?v_c7Km9BN F05yFK37cmQXpye?be 6-0-4 4-9-2 4x8 n 12 3F 7-10-1 5-10-6 "1 1-3-0 3x4 n 11 12 1.5x4. M 1 W 3 3 A h c� W W 13 1-5-12 16 q 7 14 6 131 15 3x6 = 3x4 = 3x6 = 7-11-1 16-7-12 Camber =1/4 in 7-11-1 8-8-11 Scale = 1:39.2 Plate Offsets (X, Y): [4:0-1-14,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.09 6-10 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.31 6-10 >628 180 BCLL 0.0` Rep Stress Incr YES WB 0.68 Horz(CT) 0.05 4 n/a n/a BCDL 7.0 Code IBC2018/TPI2014 Matrix-MSH Weight: 67 lb FT = 20 % LUMBER 5) A plate rating reduction of 20% has been applied for the TOP CHORD 2x4 DF No.2 G green lumber members. BOT CHORD 2x4 DF No.2 G 6) Refer to girder(s) for truss to truss connections. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 7) Provide mechanical connection (by others) of truss to Stud G bearing plate capable of withstanding 127 lb uplift at joint BRACING 4 and 54 lb uplift at joint 7. TOP CHORD Structural wood sheathing directly applied or 8) This truss is designed in accordance with the 2018 4-3-0 oc purlins, except end verticals. International Building Code section 2306.1 and BOT CHORD Rigid ceiling directly applied or 10-0-0 oc referenced standard ANSI/TPI 1. racing. 9) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all MiTek recommends that Stabilizers and panel points along the Bottom Chord, nonconcurrent with required cross bracing be installed during any other live loads. truss erection, in accordance with Stabilizer 10) This truss is designed for a creep factor of 3.01, which is Installation guide. used to calculate the Vert(CT) deflection per ANSI/TPI 1. REACTIONS (lb/size) 4=767/0-5-8, (min. 0-1-8), 7=673/ LOAD CASE(S) Standard Mechanical, (min. 0-1-8) Max Horiz 7=-56 (LC 17) Max Uplift 4=-127 (LC 9), 7=-54 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-1290/259, 3-12=-1334/247, 3-13=-1842/387, 4-13=-1861/370 BOT CHORD 7-14=-149/983, 6-14=-149/983, 6-15=-327/1787, 4-15=-327/1787, 4-16=-100/633, 4-16=-100/633 WEBS 2-6=-9/527, 3-6=-614/190, 2-7=-931/208 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-13 to 3-1-13, Interior (1) 3-1-13 to 6-0-4, Exterior(2R) 6-04 to 9-0-4, Interior (1) 9-0-4 to 17-11-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. Job Truss Truss Type Qty Ply P1-PL-2 BJ02 Common Supported Gable 1 Job Reference (optional) Builder FirstSource, M.BRITT Scale = 1:65.7 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:29:10 Page: 1 ID:4SDcSl8ZVK2PFQjrEZV8Rzyvn63-1CNe2g95 ZNtlt?v_c7Km9DOF3CyFz37cmQXpye?be 2-0-4 0-8-4 11-4-4 17-10-12 6-0-4 10-0-4 16-7-12 1-4- 4-0-0 4-0-0 1-4 5-3-8 0-8-4 1-3-0 4x6= 312 2x4u 2x4n 4x6c 2x4u 2x4u 46o 5x6c 2x4 11 5 6 7 8 9 2x4n M 3x611 3 3 101 11 4x8* 1 2 S 12 4x6a Cl) S �' 1-5-1 13 32 4314 268 B11�3-Y' 2x6u 4x8= 1.5x411 1.5x4n 3x10n 3x4-- 1.5x4 n 1.5x4 n 3x10n 6x8= 6x8= 4x8= 10-0-4 2-0-4-4-4� 8-8-4 L 16-7-12 2 0 4 1 4- 5-4-0 1-4- 6-7-g Plate Offsets (X, Y): [13:0-3-0,Edge], [17:0-3-9,0-2-0], [18:0-3-9,0-3-0], [23:0-3-9,0-3-0], [24:0-3-9,0-2-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.37 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.70 Horz(CT) 0.01 27 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 91 lb FT = 20% LUMBER BOT CHORD 24-33=-614/677, 24-34=-666/771, TOP CHORD 2x6 DF No.2 G *Except* T3:2x4 DF No.2 G 23-34=-445/495, 23-35=-1129/1167, BOT CHORD 2x4 DF No.2 G 22-35=-807/891, 22-36=-577/615, WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 21-36=-337/375, 21-37=-310/348, Stud G *Except* W1:2x4 DF No.2 G 20-37=-285/322, 20-38=-311/349, OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 19-38=-528/589, 19-39=-690/865, Stud G 18-39=-1104/1142, 18-40=-423/436, 17-40=-700/713, 17-41=-600/655, BRACING 1642=-811/854, 1442=-1661/1721, TOP CHORD Structural wood sheathing directly applied or 1443=-378/458, 14-43=-744/824 4-9-7 oc purlins, except end verticals. WEBS 3-24=-1355/1332, 2-25=-1249/1237, BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 11-17=-1324/1355, 12-16=-1692/1570, bracing, Except: 12-17=-1863/1805, 3-23=-1497/1494, 5-11-13 oc bracing: 22-23 11-18=-1512/1546, 2-24=-1857/1843 4-9-3 oc bracing: 14-16. NOTES MiTek recommends that Stabilizers and 1) Unbalanced roof live loads have been considered for this required cross bracing be installed during design. truss erection, in accordance with Stabilizer 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Installation guide. Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. REACTIONS All bearings 16-7-12. II; Exp C; Enclosed; MWFRS (envelope) exterior zone (lb) - Max Horiz 26=-55 (LC 17) and C-C Exterior(2E) 0-1-13 to 3-4-4, Interior (1) 344 to Max Uplift All uplift 100 (lb) or less atjoint(s) 1 (except 6-0-4, Exterior(2R) 6-0-4 to 9-0-4, Interior (1) 9-0-4 to 19, 2 except14at620 (LC 19, 21, pt 1 -620 ( 17-11-3 zone; cantilever left and right exposed ; end 1 , 22, 7 (LC 1 vertical left and right exposed;C-C for members and (LC 32), 1827 (LC 31),7forces 072 (LC25= (LC 3242 & MWFRS for reactions shown; Lumber (=- -1059 23=29), 104226=-(8 38 (LC DOL=1.60 plate grip DOL=1.60 29) 31), 0 (LC 3) Truss designed for wind loads in the plane of the truss 32) only. For studs exposed to wind (normal to the face), reactions do Max Grav All reactions 250 (lb) or less at joint see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 20, 21, 22, 24 except (sl t , 22, 249 except (s) 1 4) Gable requires continuous bottom chord bearing. 6=16994 74 (LC 49), (LC 14=18=174 ((LC 5) Gable studs spaced at 1-4-0 oc. 18= 106 (L 50), (LC 0), 23= 074 (L 6) This truss has been designed for a 10.0 psf bottom 3 (LC 49), chord live load nonconcurrent with any other live loads. 27=674 (LC 49) 7) * This truss has been designed for a live load of 20.Opsf FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 on the bottom chord in all areas where a rectangle (lb) or less except when shown. 3-06-00 tall by 2-00-00 wide will fit between the bottom TOP CHORD 1-2=-275/276, 2-3=-1321/1340, chord and any other members. 3-30=-1718/1743, 4-30=-1197/1235, 8) A plate rating reduction of 20% has been applied for the 4-5=-1184/1213, 5-6=-607/646, green lumber members. 6-7=-334/375, 7-8=-309/352, 8-9=-580/624, 9) Provide mechanical connection (by others) of truss to 9-1 0=-1 157/1192, 10-31 =-1 167/1210, bearing plate capable of withstanding 100 lb uplift at joint 11-31=-1688/1718, 11-12=-1285/1279, (s) 21, 22, 24, 19 except (jt=lb) 26=568, 14=619, 12-13=-1118/1112, 13-32=-1442/1512, 23=1042, 25=1059, 18=1071, 17=137, 16=1527, 14-32=-1761/1771, 1-26=-415/413 14=619. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) This truss has been designed for a moving concentrated load of 6.0Ib dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 12) This truss has been designed for a total drag load of 6900 lip. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 16-7-12 for 414.5 plf. 13) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. LOAD CASE(S) Standard Truss Truss Type Qty PlyL-2 LPJ_Pob BK01 Monopitch Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:29:10 Page: 1 ID:nMEWSR1 QbOX7jHtQTOySutyvUrl-YOpGrKBTDgRWFbipMG5unYd6Grn2Dyiwuy1 t?Nye?bf 1-3-0 3-10-8 1-3-0 3-10-8 � 2 1.5x4u 3 3 1- -1 2 108 1- -9 0-3-15 ��` 1 4 �— 11 1.5x4 u 2x6 = 3-10-8 Scale = 1:34.7 Plate Offsets (X, Y): [2:0-0-10,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.01 4-7 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.02 4-7 >999 180 BCLL 0.0` Rep Stress Incr YES WB 0.00 Horz(CT) n/a - n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 14 lb FT = 20 % LUMBER 8) This truss has been designed for a moving concentrated TOP CHORD 2x4 DF No.2 G load of 6.01b dead located at all mid panels and at all BOT CHORD 2x4 DF No.2 G panel points along the Bottom Chord, nonconcurrent with WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF any other live loads. Stud G 9) This truss is designed for a creep factor of 3.01, which is BRACING used to calculate the Vert(CT) deflection per ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or LOAD CASE(S) Standard 3-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=255/0-5-8, (min. 0-1-8), 4=138/ Mechanical, (min. 0-1-8) Max Horiz 2=43 (LC 11) Max Uplift 2=-71 (LC 8), 4=-21 (LC 12) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-3-7 to 1-8-9, Interior (1) 1-8-9 to 3-8-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 4 and 71 lb uplift at joint 2. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Truss Truss Type QtyPlyL-2 LPJ_Pob BK02 Monopitch Supported Gable Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:29:10 Page: 1 ID:oOUgtORhxl1 gRncZN5bd RmyvVTF-YOpGrKBTDgRW FbipMG5unYdzmrioDtcwuy1 t?Nye?bf '-1-3-0 1, 2-10-2 L3-10-81� 1-3-0 zJ 2-10-2 1 1-0-6 2x4 u 3 12 3x10e 3x4 = 4 W 1- -9 1" -1 0-3-15� 1 T 5 6x12c 3x6= 3-10-8 Scale = 1:35.8 Plate Offsets (X, Y): [2:0-4-13,Edge], [2:0-6-14,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.45 Vert(CT) n/a n/a 999 BCLL 0.0` Rep Stress Incr NO WB 0.33 Horz(CT) 0.01 5 n/a n/a BCDL 7.0 Code IBC2018/TPI2014 Matrix -MP Weight: 17 lb FT = 20 % LUMBER 6) " This truss has been designed for a live load of 20.Opsf TOP CHORD 2x6 DF No.2 G *Except* T1:2x4 DF 1800F on the bottom chord in all areas where a rectangle 1.6E G or 2x4 DF No.1 &Btr G 3-06-00 tall by 2-00-00 wide will fit between the bottom BOT CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G chord and any other members. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 7) A plate rating reduction of 20% has been applied for the Stud G green lumber members. BRACING 8) Provide mechanical connection (by others) of truss to TOP CHORD Structural wood sheathing directly applied or bearing plate capable t withstanding 1640 lb uplift at joint 2 and lb uplift joint 5. 3-6-13 oc purlins, except end verticals. ccordance with the 2018 9) This truss iss designed in n accordance BOT CHORD Rigid ceiling directly applied or 3-6-7 oc International Building Code section 2306.1 and racing. referenced standard ANSI/TPI 1. MiTek recommends that Stabilizers and 10) This truss has been designed for a moving concentrated required cross bracing be installed during load of 6.0Ib dead located at all mid panels and at all truss erection, in accordance with Stabilizer panel points along the Bottom Chord, nonconcurrent with Installation guide. any other live loads. REACTIONS (lb/size) 2=340/3-10-8, (min. 0-1-13), 11) This truss has been designed for a total drag load of 5=38/3-10-8, (min. 0-1-13) 6900 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Max Horiz 2=41 (LC 35) Connect truss to resist drag loads along bottom chord from 0to 3 for plf. 0-8 Max Uplift 2=-1640 (LC 29), 5=-36 (LC 37) ss is designed forr a a creep factor of 3.01, which is re 12) This truss Max Grav 2=1662 (LC 50), 5=64 (LC 48) used to calculate the Vert(CT) deflection per ANSI/TPI 1. FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 LOAD CASE(S) Standard (lb) or less except when shown. TOP CHORD 2-3=-4185/4146, 3-4=-2161/2149, 4-5=-354/372 BOT CHORD 2-6=-3584/3620, 5-6=-1685/1718 WEBS 3-5=-886/855 NOTES 1) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-3-7 to 1-8-9, Exterior(2N) 1-8-9 to 3-8-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply P1-PL-2 PB02 Blocking Supported Gable 3 Job Reference (optional) Builder FirstSource, M.BRITT Scale = 1:72.8 Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:29:10 Page: 1 ID:MUxCEudawxNor002N9nVgGyvUCz-1 CNe2g95ZNtlt?v_c7Km98EF6VyBa37cmQXpye?be 1-10-6 0-5-7 0-5-7 1-4-15 O U, Plate Offsets (X, Y): [6:0-3-9,0-2-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber IDOL 1.25 BC 0.16 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.92 Horiz(TL) 0.00 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 29 lb FT = 20 % LUMBER 5) * This truss has been designed for a live load of 20.Opsf TOP CHORD 2x4 DF No.2 G on the bottom chord in all areas where a rectangle BOT CHORD 2x4 DF No.2 G 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF chord and any other members. Stud G *Except* W1:2x4 DF No.2 G 6) A plate rating reduction of 20% has been applied for the BRACING green lumber members. TOP CHORD Structural Structural wood sheathing directly applied or woodpurlins, 7) Provide mechanical connection (by others) of truss to 1 oc except end verticals. bearing plate capable of withstanding 3264 lb uplift at BOT CHORD Rigid ceiling directly applied or 6-0-0 oc joint 4 and lb uplift at joint 3. bracing. signed in accordance with the 2018 8) This truss iss designed e WEBS 1 Row at midpt 1-4 International Building Code section 2306.1 and JOINTS 1 Brace at Jt s : 6 referenced standard ANSI/TPI 1. 9) This truss has been designed for a moving concentrated MiTek recommends that Stabilizers and load of 6.0Ib dead located at all mid panels and at all required cross bracing be installed during panel points along the Bottom Chord, nonconcurrent with truss erection, in accordance with Stabilizer any other live loads. Installation guide. 10) This truss has been designed for a total drag load of REACTIONS (lb/size) 3=64/1-10-6, (min. 0-1-8), 1000 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) 4=64/1-10-6, (min. 0-1-8) Connect truss to resist drag loads along bottom chord Max Horiz 4=-146 (LC 34) from 0-0-0 to 1-10-6 for 536.3 plf. 11) This truss is designed for a creep factor of 3.01, which is Max Uplift 3=-3222 (LC 32), 4=-3264 (LC 33) used to calculate the Vert(CT) deflection per ANSI/TPI 1. Max Grav 3=3288 (LC 33), 4=3203 (LC 32) LOAD CASE(S) Standard FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-3423/3336, 1-5=-1879/1878, 1-2=-752/749 BOT CHORD 4-7=-649/595, 3-7=-986/931 WEBS 3-6=-1952/2022, 5-6=-669/664, 1-6=-2092/2132, 3-5=-1672/1768 NOTES 1) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Truss Truss Type Qty PlyL-2 LP1_Pob PB03 Blocking Supported Gable 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:29:10 Page: 1 ID:Ulh5_DAYHTfutggD7?ViceZyvU4V-1 CNe2g95ZNtlt?v_c7Km9AGF7ayEt37cmQXpye?be 1-2-7 0-9-1 0-5-6 0-5-6 0-3-12 0-5-6 7x8= r• N 6� Scale = 1:77.3 1 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.09 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.71 Horiz(TL) n/a n/a n/a BCDL 7.0 Code IBC2018/TPI2014 Matrix -MP Weight: 26 lb FT = 20 % LUMBER 7) This truss has been designed for a 10.0 psf bottom TOP CHORD 2x4 DF No.2 G chord live load nonconcurrent with any other live loads. BOT CHORD 2x4 DF No.2 G 8) * This truss has been designed for a live load of 20.Opsf WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF on the bottom chord in all areas where a rectangle Stud G *Except* W1:2x4 DF No.2 G 3-06-00 tall by 2-00-00 wide will fit between the bottom BRACING chord and any other members. TOP CHORD Structural wood sheathing directly applied or 9) A plate rating reduction of 20% has been applied for the 1-2-7 oc purlins, except end verticals. green lumber members. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 10) Provide mechanical connection others) truss to bracing. bearing plate capable of withstanding 2296 lb uplift at WEBS 1 Row at mid t 1-4 joint 4 and 2296 Ib uplift at joint 3. 11) This truss is designed in accordance with the 2018 MiTek recommends that Stabilizers and International Building Code section 2306.1 and required cross bracing be installed during referenced standard ANSI/TPI 1. truss erection, in accordance with Stabilizer 12) This truss has been designed for a moving concentrated Installation guide. load of 6.0Ib dead located at all mid panels and at all REACTIONS (lb/size) 3=37/1-2-7, (min. 0-1-8), panel points along the Bottom Chord, nonconcurrent with 4=37/1-2-7, (min. 0-1-8) any other live loads. Max Horiz 4=196 (LC 9) 13) This truss has been designed for a total drag load of 360 Max Uplift 3=-2296 (LC 32), 4=-2296 (LC 29) lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 Max Grav 3=2297 (LC 33), 4=2297 (LC 36) to 1-2-7 for 299.2 pit. FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 14) This truss is designed for a creep factor of 3.01, which is (lb) or less except when shown. used to calculate the Vert(CT) deflection per ANSI/TPI 1. TOP CHORD 4-5=-2736/2755, 1-5=-979/998, LOAD CASE(S) Standard 1-2=-266/269, 3-6=-1036/1055 BOT CHORD 4-7=-453/456, 3-7=-561/564 WEBS 5-6=-423/433, 1-6=-1068/1068, 3-5=-1847/1847 NOTES 1) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 0-0-0 oc. Truss Truss Type Oty PlyL-2 LP1_Pob VT02 Valley 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:29:10 Page: 1 I D:yPdsthuFgPVYc?619rlxJxyw5Rq-YOpGrKBTDgRW FbipMGSunYd2VrjzDyiwuy1 t?Nye?bf 3-11-0 I, 6-7-11 7-9-15 I, 3-11-0 2-8-12 1-2-4 3x4 = 1r? 32 0- -T1 1- -0 3 810 129 1 3 0-0.4—,� ROM K 11 3x6 0 Scale = 1:29.4 7-9-15 3x6 -- Plate Offsets (X, Y): [2:0-2-0,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.37 Vert(TL) n/a n/a 999 BCLL 0.0` Rep Stress Incr YES WB 0.00 Horiz(TL) 0.04 3 n/a n/a BCDL 7.0 Code IBC2018/TPI2014 Matrix -MP Weight: 19 lb FT = 20 % LUMBER 7) ' This truss has been designed for a live load of 20.Opsf TOP CHORD 2x4 DF No.2 G on the bottom chord in all areas where a rectangle BOT CHORD 2x4 DF No.2 G 3-06-00 tall by 2-00-00 wide will fit between the bottom BRACING chord and any other members. TOP CHORD Structural wood sheathing directly applied or Structurall woos. 8) A plate rating reduction of 20% has been applied for the 6tru0 green lumber members. BOT CHORD Rigid ceiling directly applied or 9-4-6 oc 9) Provide mechanical connection (by others) of truss to bracin bearing plate capable of withstanding 34 lb uplift at joint 1 and 34 lb uplift at joint 3. MiTek recommends that Stabilizers and 10) This truss is designed in accordance with the 2018 required cross bracing be installed during International Building Code section 2306.1 and truss erection, in accordance with Stabilizer referenced standard ANSI/TPI 1. Installation guide. 11) This truss has been designed for a moving concentrated REACTIONS (lb/size) 1=321/7-9-15, (min. 0-1-8), load of 6.0Ib dead located at all mid panels and at all 3=321/7-9-15, (min. 0-1-8) panel points along the Bottom Chord, nonconcurrent with Max Horiz 1=-14 (LC 17) any other live loads. Max Uplift 1=-34 (LC 8), 3=-34 (LC 9) 12) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 LOAD CASE(S) Standard (Ib) or less except when shown. TOP CHORD 1-8=-1017/608, 1-8=-996/612, 1-2=-784/475, 2-3=-784/477, 3-9=-996/612, 3-9=-1017/608 BOT CHORD 1-10=-589/977, 1-10=-588/978, 1-11=-435/781, 3-11=-435/781, 3-12=-576/978, 3-12=-577/977 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-0 to 3-1-0, Interior (1) 3-1-0 to 4-0-0, Exterior(2R) 4-0-0 to 7-0-0, Interior (1) 7-0-0 to 7-10-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply P1-PL-2 VT03 Valley 1 Job Reference (optional) Builder FirstSource, M.BRITT 1- -0 1- -3 0-0--4 " Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:29:10 Page: 1 I D:yPdsthuFgPVYc?619rlxJxyw5Rq-YOpGrK8TDg RW FbipMG5unYd34rk3Dx8wuy1 t?Nye?bf 5-11-0 5-11-0 4x6 = 12 4 13 10-7-11 11-9-15 4-8-12 1-2-4 3x4 1.5x4 n 3x4 e 11-9-15 Scale = 1:30.9 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.30 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.10 Horiz(TL) 0.00 4 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 31 lb FT = 20% LUMBER 3) Truss designed for wind loads in the plane of the truss TOP CHORD 2x4 DF No.2 G only. For studs exposed to wind (normal to the face), BOT CHORD 2x4 DF No.2 G see Standard Industry Gable End Details as applicable, OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF or consult qualified building designer as per ANSI/TPI 1. Stud G 4) Gable requires continuous bottom chord bearing. BRACING 5) Gable studs spaced at 2-0-0 oc. TOP CHORD Structural wood sheathing directly applied or woodpurlins. 6) This truss has been designed for a 10.0 psf bottom 1 0-0 oc chord live load nonconcurrent with any other live loads. * BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 7) This truss has been designed for a live load of 20.Opsf bracin on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom MiTek recommends that Stabilizers and chord and any other members. required cross bracing be installed during 8) A plate rating reduction of 20% has been applied for the truss erection, in accordance with Stabilizer green lumber members. Installation guide. 9) Provide mechanical connection (by others) of truss to REACTIONS (lb/size) 1=108/11-9-15, (min. 0-1-8), 3=108/11-9-15, (min. 0-1-8), 4=755/11-9-15, (min. 0-1-8) Max Horiz 1=22 (LC 12) Max Uplift 1=-27 (LC 12), 3=-29 (LC 13), 4=-53 (LC 8) Max Grav 1=141 (LC 25), 3=140 (LC 26), 4=755 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-266/479, 2-9=-153/527, 2-10=-151/527, 3-10=-156/477 BOT CHORD 1-11=-73/250, 1-12=-474/189, 4-12=-474/189, 4-13=-474/189, 3-13=-474/189, 3-14=-67/250 WEBS 2-4=-553/226 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-0 to 3-1-0, Interior (1) 3-1-0 to 6-0-0, Exterior(2R) 6-0-0 to 9-0-0, Interior (1) 9-0-0 to 11-10-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 bearing plate capable of withstanding 27 lb uplift at joint 1, 29 lb uplift at joint 3 and 53 lb uplift at joint 4. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 12) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PL-2 VT04 Valley 1 1 Job Reference (optional) Builder FirstSource, M.BRITT 2-0-0 1- -3 0-0-4\ Scale = 1:36.9 Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:29:10 Page: 1 I D:QbBE51 vtbidPE9hxjYgAs9yw5Rp-YOpGrKBTDg RW FbipMGSunYd3lrkiDynwuy1 t?Nye?bf 7-11-0 7-11-0 1.5x4 n 4x5 = 1.5x4 n 14-7-12 6-8-12 3x4 % 1.5x4 n 1.5x4 n 1.5x4 n 3x4 -- 15-9-15 5-9-15 1-2-4 " Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.26 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.06 Horiz(TL) 1 0.00 8 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 45 lb FT = 20 % LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 15-9-15. (Ib) - Max Horiz 1=-30 (LC 17) Max Uplift All uplift 100 (lb) or less atjoint(s) 1,5,6,8 Max Grav All reactions 250 (lb) or less at joint (s) 1, 5, 7 except 6=494 (LC 26), 8=494 (LC 25) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-285/387, 13-14=-79/392, 2-14=-72/435, 2-3=-39/390, 3-4=-36/390, 4-15=-69/435, 15-16=-76/392, 5-16=-81/387 BOT CHORD 1-17=-63/265, 1-17=-62/266, 1-18=-380/104, 8-18=-380/104, 8-19=-380/104, 7-19=-380/104, 7-20=-380/104, 6-20=-380/104, 6-21=-380/104, 5-21=-380/104, 5-22=-62/266, 5-22=-63/265 WEBS 2-8=-324/129, 4-6=-324/129 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-0 to 3-1-0, Interior (1) 3-1-0 to 8-0-0, Exterior(2R) 8-0-0 to 11-0-0, Interior (1) 11-0-0 to 15-10-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s)1,5,8,6. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 12) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PL-2 VT05 Valley 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:29:10 Page: 1 I D:QbBE51 vtbidPE9hxjYgAs9yw5Rp-YOpGrKBTDg RW FbipMG5unYd3vrkiDynwuy1 t?Nye?bf 9-11-0 9-11-0 4x5 = 18-7-11 8-8-12 19-9-1 1-2-4 18 3 5 19 2 3 12 2 ST 6 9 3 r 17 ST ST ST 20 N 21 28 1 0-04 ri 22 12 23 11 24 10 25 9 26 8 27 3x4 - 3x4-- 19-9-15 Scale = 1:41.2 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.26 Vert(TL) n/a n/a 999 BCLL 0.0' Rep Stress Incr YES WB 0.06 Horiz(TL) 1 0.00 12 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 61 lb FT = 20 % LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 19-9-15. (Ib) - Max Horiz 1=-38 (LC 17) Max Uplift All uplift 100 (lb) or less atjoint(s) 1,7,8,9,10,11,12 Max Grav All reactions 250 (lb) or less at joint (s) 1, 7, 9, 11 except 8=487 (LC 26), 10=378 (LC 1), 12=487 (LC 25) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-329/313, 2-17=-55/361, 2-18=-28/288, 3-18=-20/318, 3-4=-6/337, 4-5=-4/337, 5-19=-18/318, 6-19=-26/288, 6-20=-53/361, 7-20=-58/313 BOT CHORD 1-21=-67/307, 1-21=-66/308, 1-22=-308/80, 12-22=-308/80, 12-23=-308/80, 11-23=-308/80, 11-24=-308/80, 10-24=-308/80, 10-25=-308/80, 9-25=-308/80, 9-26=-308/80, 8-26=-308/80, 8-27=-308/80, 7-27=-308/80, 7-28=-58/308, 7-28=-59/307 WEBS 4-10=-310/53, 2-12=-319/88, 6-8=-319/88 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-0 to 3-1-0, Interior (1) 3-1-0 to 10-0-0, Exterior(2R) 10-0-0 to 13-0-0, Interior (1) 13-0-0 to 19-10-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 1, 7, 10, 11, 12, 9, 8. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. LOAD CASE(S) Standard Truss Truss Type Qty PlyL-2 LP1_Pob VT07 Valley 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:29:10 Page: 1 I D: F?nPYWSbE5lzonxigaHjM4ywQ16-1 CNe2g95ZNtlt?v_c7Km9HSF6zyPy37cmQXpye?be 3-11-0 1.5x4 n 12 3 r 2 6 T1 1 1- 0 7 1 3 0-0 8 2x6 0 1.5x4 n 3-11-0 Scale = 1:21.5 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.13 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.00 Horiz(TL) 1 0.00 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 10 lb FT = 20 % LUMBER 8) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 25 lb uplift at joint BOT CHORD 2x4 DF No.2 G 3 and 21 lb uplift at joint 1. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 9) This truss is designed in accordance with the 2018 Stud G International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 10) This truss has been designed for a moving concentrated 4-0-0 oc purlins, except end verticals. load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 10-0-0 oc panel points along the Bottom Chord, nonconcurrent with racing. any other live loads. 11) This truss is designed for a creep factor of 3.01, which is MiTek recommends that Stabilizers and used to calculate the Vert(CT) deflection per ANSI/TPI 1. required cross bracing be installed during LOAD CASE(S) Standard truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=154/3-11-0, (min. 0-1-8), 3=154/3-11-0,(min. 0-1-8) Max Horiz 1=30 (LC 9) Max Uplift 1=-21 (LC 8), 3=-25 (LC 12) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-334/175 BOT CHORD 1-7=-230/316, 1-7=-229/317 NOTES 1) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-0 to 3-1-0, Interior (1) 3-1-0 to 3-10-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. Truss Truss Type Qty PlyL-2 LP1_Pob VT08 Valley 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:29:10 Page: 1 ID:F?nPYWSbE51zonxigaHjM4ywQ16-1CNe2g95 ZNtlt?v_c7Km9EOF2vyPy37cmQXpye?be 0-0- 5-11-0 1.5x4 n 12 3� 7 T1 8 6 1- -0 B1 3 9 3x6 - 1.5x4 n Scale = 1:23.4 5-11-0 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.39 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.00 Horiz(TL) 0.01 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 16 lb FT = 20 % LUMBER 8) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 38 lb uplift at joint BOT CHORD 2x4 DF No.2 G 3 and 32 lb uplift at joint 1. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 9) This truss is designed in accordance with the 2018 Stud G International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 10) This truss has been designed for a moving concentrated 6-0-0 oc purlins, except end verticals. load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 10-0-0 oc panel points along the Bottom Chord, nonconcurrent with racing. any other live loads. 11) This truss is designed for a creep factor of 3.01, which is MiTek recommends that Stabilizers and used to calculate the Vert(CT) deflection per ANSI/TPI 1. required cross bracing be installed during LOAD CASE(S) Standard truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=236/5-11-0, (min. 0-1-8), 3=236/5-11-0,(min. 0-1-8) Max Horiz 1=49 (LC 9) Max Uplift 1=-32 (LC 8), 3=-38 (LC 12) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-655/289, 1-6=-639/291 BOT CHORD 1-8=-388/627, 1-8=-387/628 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-0 to 3-1-0, Interior (1) 3-1-0 to 5-10-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. Truss Truss Type Qty PlyL-2 LP1_Pob VT09 Valley 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:29:10 Page: 1 I D: F?nPYWSbE5lzonxigaHjM4ywQl6-1 CNe2g95ZNtlt?v_c7Km9G2F61 yP137cmQXpye?be 2- -0 0-0 7-11-0 1.5x4 n 1.5x4 n 2 31? 13 T1 W1 8 9 2-0-0 10 14 4 11 5 12 3x4 -- 1.5x4 n 1.5x4 n Scale = 1:29 7-11-0 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.19 Vert(TL) n/a n/a 999 BCLL 0.0' Rep Stress Incr YES WB 0.06 Horiz(TL) 0.00 4 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 24 lb FT = 20 % LUMBER 6) " This truss has been designed for a live load of 20.Opsf TOP CHORD 2x4 DF No.2 G on the bottom chord in all areas where a rectangle BOT CHORD 2x4 DF No.2 G 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF chord and any other members. Stud G 7) A plate rating reduction of 20% has been applied for the OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF green lumber members. Stud G 8) Provide mechanical connection (by others) of truss to BRACING bearing plate capable of withstanding 19 lb uplift at joint TOP CHORD Structurall wood Structural wood sheathing directly applied or 4, 17 lb uplift at joint 1 and 71 lb uplift at joint 5. 6tru0 except end verticals. 9) This truss is designed in accordance with the 2018 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc International Building Code section 2306.1 and bracin referenced standard ANSIITPI 1. 10) This truss has been designed for a moving concentrated MiTek recommends that Stabilizers and load of 6.01b dead located at all mid panels and at all required cross bracing be installed during panel points along the Bottom Chord, nonconcurrent with truss erection, in accordance with Stabilizer any other live loads. Installation guide. 11) This truss is designed for a creep factor of 3.01, which is REACTIONS (lb/size) 1=160/7-11-0, (min. 0-1-8), used to calculate the Vert(CT) deflection per ANSI/TPI 1. 4=-19/7-11-0 (min 0-1-8) LOAD CASE(S) Standard 5=404/7-11-0, (min. 0-1-8) Max Horiz 1=65 (LC 9) Max Uplift 1=-17 (LC 12), 4=-19 (LC 1), 5=-71 (LC 8) Max Grav 1=160 (LC 1), 4=16 (LC 12), 5=404 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-252/85 WEBS 2-5=-284/204 NOTES 1) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 1-2-8 to 4-2-8, Interior (1) 4-2-8 to 7-10-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply P1-PL-2 VT10 Valley 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Scale = 1:30.9 Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:29:10 Page: 1 ID:kBLnisSD?OtgQxWvEHoyuHywQl5-1CNe2g95 ZNtlt?v_c7Km9FyF4TyP137cmQXpye?be 1.5x4 n 3x4 - 1.5x4 n 1.5x4 n 1.5x4 n 1.5x4 n 0 N Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.29 Vert(TL) n/a n/a 999 BCLL 0.0' Rep Stress Incr YES WB 0.06 Horiz(TL) 1 0.01 5 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 32 lb FT = 20 % LUMBER 6) " This truss has been designed for a live load of 20.Opsf TOP CHORD 2x4 DF No.2 G on the bottom chord in all areas where a rectangle BOT CHORD 2x4 DF No.2 G 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF chord and any other members. Stud G 7) A plate rating reduction of 20% has been applied for the OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF green lumber members. Stud G 8) Provide mechanical connection (by others) of truss to BRACING bearing plate capable of withstanding 100 lb uplift at joint (s) 7. TOP CHORD Structural wood sheathing directly applied or 9) Thiss truusss is designed in accordance with the 2018 6-0-0 oc purlins, except end verticals. International Building Code section 2306.1 and BOT CHORD Rigid ceiling directly applied or 6-0-0 oc referenced standard ANSIITPI 1. bracin 10) This truss has been designed for a moving concentrated MiTek recommends that Stabilizers and load of 6.01b dead located at all mid panels and at all required cross bracing be installed during panel points along the Bottom Chord, nonconcurrent with truss erection, in accordance with Stabilizer any other live loads. Installation guide. 11) This truss is designed for a creep factor of 3.01, which is REACTIONS All bearings 9-11-0. used to calculate the Vert(CT) deflection per ANSI/TPI 1. (lb) - Max Horiz 1=89 (LC 9) LOAD CASE(S) Standard Max Uplift All uplift 100 (lb) or less atjoint(s) 1,5,6,7 Max Grav All reactions 250 (lb) or less at joint (s) 1, 5, 6 except 7=515 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-502/149 BOT CHORD 1-12=-175/478, 1-12=-174/479 WEBS 2-7=-334/154 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-0 to 3-1-0, Interior (1) 3-1-0 to 9-10-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply P1-PL-2 VT11 Valley 1 1 Job Reference (optional) Builder FirstSource, M.BRITT 3x4 -- Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:29:10 Page: 1 ID:kBLnisSD?OtgQxWvEHoyuHywQl5-1CNe2g95 ZNtlt?v_c7Km9F7F4TyP137cmQXpye?be 11-11-0 1.5x4 n 1.5x4 n 15 9 16 8 17 7 18 1.5x4 n 1.5x4 n 1.5x4 n 1.5x4 n Scale = 1:33 Ilk 11-11-0 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.29 Vert(TL) n/a n/a 999 BCLL 0.0' Rep Stress Incr YES WB 0.06 Horiz(TL) 0.01 6 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 41 lb FT = 20 % LUMBER 7) " This truss has been designed for a live load of 20.Opsf TOP CHORD 2x4 DF No.2 G on the bottom chord in all areas where a rectangle BOT CHORD 2x4 DF No.2 G 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF chord and any other members. Stud G 8) A plate rating reduction of 20% has been applied for the OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF green lumber members. Stud G 9) Provide mechanical connection (by others) of truss to BRACING bearing plate capable of withstanding 100 lb uplift at joint (s) 8, 9. TOP CHORD Structural wood sheathing directly applied or 10) Thiss truss sss is designed in accordance with the 2018 6-0-0 oc purlins, except end verticals. International Building Code section 2306.1 and BOT CHORD Rigid ceiling directly applied or 6-0-0 oc referenced standard ANSIITPI 1. bracin 11) This truss has been designed for a moving concentrated MiTek recommends that Stabilizers and load of 6.01b dead located at all mid panels and at all required cross bracing be installed during panel points along the Bottom Chord, nonconcurrent with truss erection, in accordance with Stabilizer any other live loads. Installation guide. 12) This truss is designed for a creep factor of 3.01, which is REACTIONS All bearings 11-11-0. used to calculate the Vert(CT) deflection per ANSI/TPI 1. (lb) - Max Horiz 1=108 (LC 91 LOAD CASE(S) Standard Max Uplift All uplift 100 (lb) or less atjoint(s) 1,6,7,8,9 Max Grav All reactions 250 (lb) or less at joint (s) 1, 6, 7, 8 except 9=520 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-500/123 BOT CHORD 1-14=-161/476, 1-14=-160/477 WEBS 2-9=-337/124 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-0 to 3-1-0, Interior (1) 3-1-0 to 11-10-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply P1-PL-2 VT12 Valley 1 Job Reference (optional) Builder FirstSource, M.BRITT 3x4 - Scale = 1:31.7 Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 13:29:10 Page: 1 I D: E65QagOxGXlr1 ULrC4ep1_ywQJz-1 CNe2g95ZNtlt?v_c7Km9FyF5ZyP137cmQXpye?be 17 11 18 10 19 9 20 8 21 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.22 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.06 Horiz(TL) 0.01 7 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 51 lb FT = 20 % LUMBER 6) This truss has been designed for a 10.0 psf bottom TOP CHORD 2x4 DF No.2 G chord live load nonconcurrent with any other live loads. BOT CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1 &Btr G 7) * This truss has been designed for a live load of 20.Opsf WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF on the bottom chord in all areas where a rectangle Stud G 3-06-00 tall by 2-00-00 wide will fit between the bottom OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF chord and any other members. Stud G 8) A plate rating reduction of 20% has been applied for the BRACING green lumber members. TOP CHORD Structural wood sheathing directly applied or 9) Provide mechanical connection (by others) of truss to 6-0-0 oc purlins, except end verticals. bearing plate capable of withstanding 100 lb uplift at joint BOT CHORD Rigid ceiling directly applied or 6-0-0 oc (s) 9, 10, 11. 10) Thiss truss sss is designed in accordance with the 2018 racing. International Building Code section 2306.1 and MiTek recommends that Stabilizers and referenced standard ANSI/TPI 1. required cross bracing be installed during 11) This truss has been designed for a moving concentrated truss erection, in accordance with Stabilizer load of 6.01b dead located at all mid panels and at all Installation guide. panel points along the Bottom Chord, nonconcurrent with REACTIONS All bearings 13-11-0. any other live loads. (lb) -Max Horiz 1=128 (LC 9) 12) This truss is designed for a creep factor of 3.01, which is Max Uplift All uplift 100 (lb) or less at joint(s) used to calculate the Vert(CT) deflection per ANSI/TPI 1. 1 7 8 9 10 11 LOAD CASE(S) Standard Max Grav All reactions 250 (lb) or less at joint (s) 1, 7, 8, 9, 10 except 11=519 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-503/103 BOT CHORD 1-16=-147/478, 1-16=-146/479 WEBS 2-11 =-337/1 10 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-0 to 3-1-0, Interior (1) 3-1-0 to 13-10-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. Job Truss Truss Type Qty Ply P1-PL-2 CA01 Monopitch Supported Gable 1 1Job Reference (optional) Builder FirstSource, M.BRITT 0-3-Ea-- Scale = 1:40.9 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 14:12:07 Page: 1 ID:?pmxxvYT?MFBgW5Z?cp4gyyvrNF-bo1UiUKxLS6twdp5p_gCk_sHJe66WSIETOnkyVye_z0 1-2-0 15-1-0 1-2-0 15-1-0 2x6 u 11 4x12 = 2x6 n 15-1-0 Plate Offsets (X, Y): [2:0-1-5,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.93 Vert(CT) n/a n/a 999 BCLL 0.0' Rep Stress Incr NO WB 0.06 Horz(CT) -0.05 12 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 71 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 6-0-0 oc bracing: 2-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 15-0-0. (lb) - Max Horiz 2=453 (LC 36), 21=453 (LC 36) Max Uplift All uplift 100 (lb) or less atjoint(s) 14, 15, 16, 17, 18, 19, 20 except 2=-1505 (LC 29), 12=-123 (LC 32), 13=-162 (LC 29), 21=-1505 (LC 29) Max Grav All reactions 250 (lb) or less at joint (s) 12, 13, 14, 15, 16, 17, 18, 19 except 2=1572 (LC 50), 20=372 (LC 1), 21=1572 (LC 50) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5605/5478, 3-4=-4387/4285, 4-5=-3784/3702,5-6=-3279/3209, 6-7=-2722/2667, 7-8=-2165/2124, 8-9=-1608/1581, 9-10=-1049/1036, 10-11=-512/504 BOT CHORD 2-24=-1838/1860, 2-24=-1467/1488, 2-25=-5083/5097, 20-25=-4463/4450, 20-26=-3831/3834,19-26=-3570/3573, 19-27=-3299/3312,18-27=-3049/3051, 18-28=-2788/2791, 17-28=-2517/2440, 17-29=-2266/2269, 16-29=-1797/2008, 16-30=-1745/1747, 15-30=-1461/1278, 15-31=-1223/1226,14-31=-754/891, 14-32=-702/704 WEBS 3-20=-254/154 NOTES 1) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -0-3-7 to 2-8-9, Exterior(2N) 2-8-9 to 15-10-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 14, 15, 16, 17, 18, 19, 20 except Qt=lb) 12=122, 2=1504,13=161,2=1504. 9) Non Standard bearing condition. Review required. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 12) This truss has been designed for a total drag load of 5900 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 15-1-0 for 391.2 plf. 13) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply PI-PL-2 CA02 Jack -Closed 7 Job Reference (optional) Builder FirstSource, M.BRITT Camber = 1/4 in Scale = 1:46 Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 14:12:07 Page: 1 ID:3zi1frxXTBHeWRYitKOa7iyvrMl-bo1 UiUKxLS6twdp5p_gCk_sNPeAjWMQETOnkyVye_zO 7-11-14 7-11-14 3x6= 0-1-0 IL 7-11-14 11 7-10-14 0-1-0 15-1-0 7-1-2 12 2x6 n 4 1.5x4 n 3x6= 15-1-0 7-1-2 5 0 v Plate Offsets (X, Y): [2:0-3-10,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.12 6-9 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.40 6-9 >454 180 BCLL 0.0` Rep Stress Incr YES WB 0.40 Horz(CT) 0.04 5 n/a n/a BCDL 7.0 Code IBC2018/TPI2014 Matrix-MSH Weight: 61 lb FT = 20 % LUMBER 4) A plate rating reduction of 20% has been applied for the TOP CHORD 2x4 DF No.2 G green lumber members. BOT CHORD 2x4 DF No.2 G 5) Refer to girder(s) for truss to truss connections. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 6) Provide mechanical connection (by others) of truss to Stud G bearing plate capable of withstanding 97 lb uplift at joint BRACING 5 and 124 lb uplift at joint 2. TOP CHORD Structural wood sheathing directly applied or 7) This truss is designed in accordance with the 2018 4-4-15 oc purlins, except end verticals. International Building Code section 2306.1 and BOT CHORD Rigid ceiling directly applied or 10-0-0 oc referenced standard ANSI/TPI 1. bracing. 8) This truss has been designed for a moving concentrated WEBS 1 Row at midpt 3-5 load of 6.01b dead located at all mid panels and at all JOINTS 1 Brace at As): : 6 panel points along the Bottom Chord, nonconcurrent with any other live loads. MiTek recommends that Stabilizers and 9) This truss is designed for a creep factor of 3.01, which is required cross bracing be installed during used to calculate the Vert(CT) deflection per ANSI/TPI 1. truss erection, in accordance with Stabilizer LOAD CASE(S) Standard Installation guide. REACTIONS (lb/size) 2=697/0-5-8, (min. 0-1-8), 5=609/ Mechanical, (min. 0-1-8) Max Horiz 2=153 (LC 11) Max Uplift 2=-124 (LC 8), 5=-97 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-1 0=-1 439/202, 10-11=-1438/214, 3-11 =-1 349/230 BOT CHORD 2-13=-174/695, 2-13=-174/695, 2-14=-341/1365, 6-14=-341/1365, 6-15=-341/1365, 5-15=-341/1365 WEBS 3-6=0/297, 3-5=-1390/303 NOTES 1) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-3-7 to 2-8-9, Interior (1) 2-8-9 to 15-10-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. Job Truss Truss Type Qty Ply P1-PL-2 CB01 Common Girder 1 2 Job Reference (optional) Builder FirstSource, M.BRITT _�_ -JD-3-M Camber = 5/8 in Scale = 1:75.3 Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 14:12:07 Page: 1 ID:RDp7mV 1 rBPDb1 GJ8C18fE1 yvgKn-3_asvgLZ5mEkXnOH N hLRGCOaK2S2FobNi2W H Uyye_zN -1-2-0 25-1-11 iL 5-0-5 1, 7-2-0 J 9-8-11 t 12-7-2 115-1-0 �17-6-14L 20-5-5 L 23-0-0 28-3-0 L 05 5 2 2-10 77 4 2� 2-10 77 � 2��1 1-2-0 iR 5x8= 3x4c 7 3x10o ® 31 23 32 22 33 220 34 19 35 18 363717 38 1® 53910 14 41 1342 5x10= 4x5= 4x5= 10x16= 4x5= 8x12= 4x5= 4x5= 6x16= MT20HS 10x12 = HUS28 7x8= LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 0-1-0 25-1-11 5-0-5 i, 7-2-0 9-8-11 12-7-2 15-1-0 17-6-14 20-5-5 23-0-0 28-3-0 4-11-5 2-1-11 2-6-11 2-10-7 2-5-14 2-5-14 2-10-7 2-6-11 2-1-11 3-1-5 0-1-0 Plate Offsets (X, Y): [2:0-6-4,0-0-3], [12:Edge,0-4-1], [14:0-3-9,0-5-8], [18:0-6-0,0-6-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.45 19 >748 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.97 18-19 >344 180 MT20HS 165/146 BCLL 0.0* Rep Stress Incr NO WB 0.47 Horz(CT) 0.16 12 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 367 lb FT = 20% LUMBER TOP CHORD BOT CHORD WEBS SLIDER BRACING TOP CHORD BOT CHORD WEBS 7-18=-2429/5923, 6-18=-504/155, 2x4 DF 2400F 2.0E G 8-18=-2651/336, 4-23=-1084/788, 2x8 DF SS G 4-22=-276/340, 5-22=-237/367, 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 5-21 =-1 09/331, 5-19=-839/211, Stud G *Except* W9:2x6 DF 1800F 1.6E G or 6-19=-71/314, 8-17=-275/2326, 2x6 DF SS G 9-17=-2405/300, 9-15=-206/1526, Right 2x4 DF Stud or No.2 or Std G-- 2-5-6 9-14=454/628, 10-14=-807/1452, 10-13=-4051/2116, 11-13=-577/1288 Structural wood sheathing directly applied or 4-0-3 oc purlins. Rigid ceiling directly applied or 7-10-10 oc bracing. REACTIONS (lb/size) 2=3546/0-5-8, (min. 0-1-15), FORCES TOP CHORD BOT CHORD 12=6144/ Mechanical, (min. 0-1-8) Max Horiz 2=289 (LC 30) Max Uplift 2=-2070 (LC 21), 12=-2397 (LC 24) Max Grav 2=3636 (LC 2), 12=6144 (LC 1) (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 2-3=-12900/7258, 3-4=-12846/6730, 4-5=-13701/6876, 5-6=-12966/6240, 6-7=-12697/5640, 7-8=-12697/5337, 8-9=-14175/5938, 9-10=-15924/6028, 10-11=-12688/4756, 11-12=-7451/2772 2-30=-5309/9210, 2-30=4958/9211, 2-31=-6797/12470, 23-31=-6394/12470, 23-32=-6932/13285, 22-32=-6717/13285, 22-33=-6538/13154, 21-33=-6283/13154, 20-21=-5972/13154,20-34=-5969/13154, 19-34=-5510/13154,19-35=-5289/12553, 18-35=-5040/12553, 18-36=-5120/13733, 36-37=-5284/13733,17-37=-5319/13733, 17-38=-5702/15285, 16-38=-5702/15285, 15-16=-5904/15285, 15-39=-6102/15285, 3940=-6217/15285, 14-40=-6473/15285, 1441=-6268/15440, 13-41=-6483/15440, 1342=4825/12318, 12-42=-5033/12318, 1243=-5094/12318,12-43=-5200/12318 NOTES 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 2 rows staggered at 0-6-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-3-0 oc. Web connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2397 lb uplift at joint 12 and 2070 lb uplift at joint 2. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total drag load of 200 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 28-3-0 for 200.0 plf. 14) Use Simpson Strong -Tie HUS28 (22-SD10212 Girder, 8- SD10212 Truss) or equivalent at 16-0-12 from the left end to connect truss(es) CC01 (1 ply 2x6 DF) to front face of bottom chord. 15) Use Simpson Strong -Tie LUS24 (4-SD9112 Girder, 2- SD9212 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 18-0-12 from the left end to 22-0-12 to connect truss(es) CCO2 (1 ply 2x4 DF) to front face of bottom chord. 16) Use Simpson Strong -Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 24-0-12 from the left end to 28-0-12 to connect truss(es) CC03 (1 ply 2x4 DF) to front face of bottom chord. 17) Fill all nail holes where hanger is in contact with lumber. 18) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-7=-68, 7-12=-68, 2-24=-14 Concentrated Loads (lb) Vert: 18=-2652, 14=-715, 13=-715, 37=-835, 38=-835, 39=-835, 43=-715 Job Truss Truss Type Qty Ply P1-PL-2 CB02 Common 7 Job Reference (optional) Builder FirstSource, M.BRITT o v 4 —�--0-3-UZ:: Camber = 5/8 in Scale = 1:55.7 Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 14:12:07 Page: 1 I D:8TEjYOJ2jxuOthTb9ROM8ZyvrsY-3_asvgLZ5mEkXnOHNhLRGCOXu2VdFozNi2W HUyye_zN -1-2-0 1, 1, 4-11-6 8-8-8 12-5-4 15-1-0 17-8-13 23-4-1 28-3-0 1-2- 4-11-6 3-9-2 3-8-11 2-7-12 2-7-12 5-7-4 4-10-15 3x4= 3x6. 6 3x6-- 255 726 3 r2 3x4 c 4 3x4, 1.5x4l, 8 3x6; 3x10n 3 Vi 4 4 27 9 2824 5-0-0 8 10 2 1 0 9T 29 16 3015 14 3132 13 1233 11 34 3x4= MT20HS 3x10 = 3x4= 3x4= 4x8= 1.5x4n 6x8n 3x10= 4x8= 4x12= 0-1-0 6-9-15 12-5-4 17-8-13 23-4-1 28-3-0 6-8-15 5-7-4 5-3-9 5-7-4 4-10-15 Plate Offsets (X, Y): [2:0-2-2,0-0-5], [6:0-2-0,Edge], [13:0-3-8,0-2-0], [14:0-1-12,0-1-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.34 14-16 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.95 14-16 >356 180 MT20HS 165/146 BCLL 0.0* Rep Stress Incr YES WB 0.51 Horz(CT) 0.17 10 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 130 lb FT = 20% LUMBER 2) Wind: ASCE 7-16; VuIt=11Omph (3-second gust) TOP CHORD 2x4 DF No.2 G Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. BOT CHORD 2x4 DF 180OF 1.6E G or 2x4 DF No.1&Btr G 11; Exp C; Enclosed; MWFRS (envelope) exterior zone WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF and C-C Exterior(2E) -0-3-7 to 2-8-9, Interior (1) 2-8-9 to Stud G *Except* W6:2x4 DF No.2 G 16-0-0, Exterior(2R) 16-0-0 to 19-0-0, Interior (1) 19-0-0 WEDGE Left: 2x4 DF Stud or No.2 or Std G to 29-2-0 zone; cantilever left and right exposed ; end SLIDER Right 2x4 DF Stud or No.2 or Std G-- 2-6-0 vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber BRACING DOL=1.60 plate grip DOL=1.60 TOP CHORD Structural wood sheathing directly applied or 3) 80.01b AC unit load placed on the bottom chord, 15-1-0 2-7-9 oc purlins. from left end, supported at two points, 3-0-0 apart. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 4) All plates are MT20 plates unless otherwise indicated. bracing. 5) The Fabrication Tolerance at joint 15 = 12% WEBS 1 Row at mid t 5-7 6) This truss has been designed for a 10.0 psf bottom MiTek recommends that Stabilizers and chord live load nonconcurrent with any other live loads. required cross bracing be installed during 7) * This truss has been designed for a live load of 20.Opsf truss erection, in accordance with Stabilizer on the bottom chord in all areas where a rectangle Installation guide. 3-06-00 tall by 2-00-00 wide will fit between the bottom REACTIONS (lb/size) 2=1282/0-5-8, (min. 0-1-8), chord and any other members. 8) A plate rating reduction of 20 /o has been applied for the 10=1196/ Mechanical, (min. 0-1-8) 102=81 green lumber members. Max Horiz (LC 12) 9) Refer to girder(s) for truss to truss connections. Max Uplift 2=-128 (LC 8), 10=-75 (LC 9) 10) Provide mechanical connection (by others) of truss to FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 bearing plate capable of withstanding 75 lb uplift at joint (lb) or less except when shown. 10 and 128 lb uplift at joint 2. TOP CHORD 2-24=-2073/189, 2-24=-2040/192, 11) This truss is designed in accordance with the 2018 2-3=-4054/398, 3-4=-3757/342, International Building Code section 2306.1 and 4-25=-2830/265, 5-25=-2774/266, referenced standard ANSI/TPI 1. 5-6=-335/88, 6-7=-364/92, 7-26=-2731/269, 12) This truss has been designed for a moving concentrated 8-26=-2814/267, 8-27=-2855/311, load of 6.01b dead located at all mid panels and at all 9-27=-2868/300, 9-10=-416/51 panel points along the Bottom Chord, nonconcurrent with BOT CHORD 2-28=-186/1984, 2-28=-186/1984, any other live loads. 2-29=-370/3931, 16-29=-370/3931, 13) This truss is designed for a creep factor of 3.01, which is 16-30=-279/3363, 15-30=-279/3363, used to calculate the Vert(CT) deflection per ANSI/TPI 1. 14-15=-279/3363, 14-31 =-1 77/2706, LOAD CASE(S) Standard 31-32=-177/2706, 13-32=-177/2706, 12-13=-262/2731, 12-33=-262/2731, 11-33=-262/2731,11-34=-262/2731, 10-34=-262/2731 WEBS 5-14=0/465, 7-13=0/293, 5-7=-2389/205, 3-16=-362/99, 4-16=-37/443, 4-14=-893/190, 8-13=-313/301 NOTES 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Qty Ply P1-PL-2 CB03 Common 6 Job Reference (optional) Builder FirstSource, M.BRITT 4 0 4 4 Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 14:12:07 Page: 1 I D: UfKkMxjK2seymDalikkS9?yvpGm-3_asvgLZ5mEkXnOH NhLRGCOW62WZFpgN i2W HUyye_zN -1-2-0 7-11-7 15-1-0 21-10- 7-11-7 7-1-9 6-9-7 1-2-0 4x8= �12 4 8-3-9 l.bX4/1 :ix4= 3X4= 1.bX4p 3x6= 3x10= 3x6= 0-1-0 11 7-0-7 1 7-8-13 1 7-5-14 1 7-8-14 11 0-1-0 0-1-0 Camber = 1/4 in Scale = 1:58.3 Plate Offsets (X, Y): [2:0-3-0,Edge], [6:0-3-0,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.12 8-18 >999 240 MT20 220/195 TCDL 14.0 Lumber IDOL 1.25 BC 0.66 Vert(CT) -0.36 8-18 >505 180 BCLL 0.0* Rep Stress Incr YES WB 0.40 Horz(CT) 0.02 6 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 117 lb FT = 20% LUMBER 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) TOP CHORD 2x4 DF No.2 G Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. BOT CHORD 2x4 DF No.2 G II; Exp C; Enclosed; MWFRS (envelope) exterior zone WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF and C-C Exterior(2E) -0-3-7 to 2-8-12, Interior (1) 2-8-12 Stud G to 16-0-0, Exterior(2R) 16-0-0 to 19-0-3, Interior (1) BRACING 19-0-3 to 32-3-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and TOP CHORD Structural wood sheathing directly applied or Structurall woos. forces & MWFRS for reactions shown; Lumber 6tru0 DOL=1.60 plate grip DOL=1.60 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 3) This truss has been designed for a 10.0 psf bottom bracing. Except: chord live load nonconcurrent with any other live loads. 6-0-0 oc bracing: 6-8 4) * This truss has been designed for a live load of 20.Opsf WEBS 1 Row at mid t 3-10 5-10 on the bottom chord in all areas where a rectangle MiTek recommends that Stabilizers and 3-06-00 tall by 2-00-00 wide will fit between the bottom required cross bracing be installed during chord and any other members. truss erection, in accordance with Stabilizer 5) A plate rating reduction of 20% has been applied for the Installation guide. green lumber members. 6) Provide mechanical connection (by others) of truss to REACTIONS (lb/size) 2=4 35/0-5-8, (min. 0-1-8), bearing plate capable of withstanding 117 lb uplift atjoint 6=435/0-5-8, (min. 0-1-8), 10, 111 lb uplift atjoint 2 and 121 lb uplift atjoint 6. 10=1740/0-5-8, (min. 0-1-14) 7) This truss is designed in accordance with the 2018 Max Horiz 2=66 (LC 12) International Building Code section 2306.1 and Max Uplift 2=-111 (LC 8), 6=-121 (LC 9), referenced standard ANSI/TPI 1. 10=-117 (LC 8) 8) This truss has been designed for a moving concentrated Max Grav 2=498 (LC 25), 6=522 (LC 26), load of 6.01b dead located at all mid panels and at all 10=1740 (LC 1) panel points along the Bottom Chord, nonconcurrent with FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 any other live loads. (lb) or less except when shown. 9) This truss is designed for a creep factor of 3.01, which is TOP CHORD 2-19=-680/124, 3-19=-679/151, used to calculate the Vert(CT) deflection per ANSI/TPI 1. 3-20=-98/972, 4-20=-80/1077, LOAD CASE(S) Standard 4-21 =-71/1016, 5-21=-88/916, 5-22=-698/189, 6-22=-700/159 BOT CHORD 2-23=-97/432, 2-23=-97/432, 2-24=-150/629, 12-24=-150/629, 11-12=-172/557, 11-25=-172/557, 10-25=-172/557, 10-26=-130/600, 9-26=-130/600, 8-9=-130/600, 8-27=-117/644, 6-27=-1171644, 6-28=-83/480, 6-28=-83/480 WEBS 3-12=0/312, 3-10=-1362/276, 4-10=-888/171, 5-10=-1370/265, 5-8=0/300 NOTES 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Qty Ply P1-PL-2 CB04 Common Supported Gable 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 14:12:07 Page: 1 ID:6BpWM 1 dXvZMEMKUBuaclUGyvgQT-3_asvgLZ5mEkXnOHNhLRGCOfs2e3FvJ Nit W H Uyye_zN -1-2-0 1-2-0 4 0 4 4 0-3-n 1 0-1-0 I- 0-1-0 Scale = 1:58.3 15-1-0 4x5= ,f) 11 90 15-1-0 3x4= 3x4= 3x4= 3x4= 30-2-0 30-1-0 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.18 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.04 Horz(CT) 0.01 31 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 137 lb FT = 20 % LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 30-0-0. (Ib) - Max Horiz 2=109 (LC 38), 41=109 (LC 38) Max Uplift All uplift 100 (lb) or less atjoint(s) 22, 23, 24, 25, 26, 28, 29, 30, 32, 33, 34, 36, 37, 38, 39, 40 except 2=-200 (LC 29), 20=-197 (LC 32), 41=-200 (LC 29), 44=-197 (LC 32) Max Grav All reactions 250 (lb) or less at joint (s) 20, 23, 24, 25, 26, 28, 29, 30, 31, 32, 33, 34, 36, 37, 38, 39, 44 except 2=258 (LC 50), 22=372 (LC 1), 40=372 (LC 1), 41=258 (LC 50) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-600/571, 34=457/466, 4-5=-395/422, 5-6=-336/380, 6-7=-291/337, 7-8=-245/295, 8-47=-200/253, 15-16=-249/282, 16-17=-295/321, 17-18=-331/353, 18-19=-396/400, 19-20=-526/497 BOT CHORD 2-49=499/537, 40-49=-425/477, 40-50=-382/419, 39-50=-357/395, 39-51=-333/366, 38-51=-309/346, 38-52=-284/322, 37-52=-241/284, 37-53=-236/273, 26-27=-233/271, 26-61=-258/295, 25-61=-282/320, 25-62=-287/344, 24-62=-330/368, 24-63=-355/393, 23-63=-379/417, 23-64=-403/440, 22-64=-428/466, 22-65=-471/503, 20-65=-545/583 WEBS 3-40=-254/73, 19-22=-254/73 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -0-3-7 to 2-8-12, Exterior(2N) 2-8-12 to 16-0-0, Corner(3R) 16-0-0 to 19-0-3, Exterior (2N) 19-0-3 to 32-3-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 32, 33, 34, 36, 37, 38, 39, 40, 30, 29, 28, 26, 25, 24, 23, 22 except Qt=lb) 2=200, 20=196, 2=200, 20=196. 10) Non Standard bearing condition. Review required. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total drag load of 1100 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 30-2-0 for 36.5 plf. 14) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PL-2 CB05 Common Structural Gable 1 1 Job Reference (optional) Builder FirstSource, M.BRITT 0-3-Eir: Camber = 3/16 in Scale = 1:55.7 Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 14:12:07 Page: 1 ID:CzFdgaYupj_asigLEgtQfryvZ2x-bo1UiUKuLS6twdp5p_gCk_sJVe71WF4ETOnkyVye_zO -1-3-0 1, 7-10-7 15-0-0 21-9-7 28-2-0 1-3-0 7-10-7 7-1-9 6-9-7 6-4-9 12 r 5x8= 4 3 3x4 c 21 22 7x10o 3 3 5 23 3x6e 6 2 24 20 7 0-9 Ed 25 12 11 26 10 27 9 8 28 1.5x4ii 3x4= 4x8= 6x12= 3x4= 4x6u 5x8n 14-9-4 7-0-7 14-8-4 22-3-2 28-2-0 7-0-7 7-7-13 7-5-14 5-10-14 0-1-0 Plate Offsets (X, Y): [7:0-5-12,Edge], [10:0-3-3,0-3-4] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.16 12-19 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.26 12-19 >689 180 BCLL 0.0* Rep Stress Incr NO WB 0.87 Horz(CT) 0.06 8 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 113 lb FT = 20% LUMBER TOP CHORD 2x4 DF N0.2 G *Except* T2:2x4 DF 1800F 1.6E G or 2x4 DF No.1 &Btr G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G *Except* W4:2x4 DF No.2 G SLIDER Right 2x4 DF Stud or No.2 or Std G-- 1-11-14 BRACING TOP CHORD Structural wood sheathing directly applied or 2-6-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-10-1 oc bracing. WEBS 1 Row at midpt 3-10 WEBS 2 Rows at 1/3 pts 5-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 13-7-8. except 2=0-5-8 (lb) - Max Horiz 2=80 (LC 12) Max Uplift All uplift 100 (lb) or less atjoint(s) except 2=-1223 (LC 29), 7=-620 (LC 40), 8=-2080 (LC 40), 10=-1793 (LC 29), 13=-620 (LC 40) Max Grav All reactions 250 (lb) or less at joint (s) except 2=1382 (LC 50), 7=701 (LC 49), 8=2148 (LC 45), 10=2353 (LC 50), 13=701 (LC 49) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-20=4634/4169, 3-20=4371/3939, 3-21=-1685/1951, 4-21 =-1 209/1552, 4-22=-2305/2497, 5-22=-3745/4004, 5-23=-891/858, 6-23=-1234/1150, 6-7=-522/436 BOT CHORD 2-24=-1473/1663, 2-24=-1147/1337, 2-25=-4065/4253, 12-25=-2118/3387, 11-12=-1934/2255, 11-26=-697/951, 10-26=-1215/1536, 10-27=-2854/2923, 9-27=-1127/1019, 8-9=-950/418, 8-28=-603/693, 7-28=-1517/1607 WEBS 3-12=0/304, 4-10=-980/684, 5-8=-2195/2281, 5-10=-4481/4107, 3-1 0=-1 339/346 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-3-7 to 1-8-9, Interior (1) 1-8-9 to 15-0-0, Exterior(2R) 15-0-0 to 18-0-0, Interior (1) 18-0-0 to 28-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 620 lb uplift at joint 7, 1223 lb uplift at joint 2, 1792 lb uplift at joint 10, 2079 lb uplift at joint 8 and 620 lb uplift at joint 7. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) This truss has been designed for a total drag load of 10400 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 28-2-0 for 369.2 plf. 10) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. LOAD CASE(S) Standard NOTES Truss Truss Type Oty PlyL-2 LPJ_Pob CC01 Common Girder 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 14:12:07 Page: 1 I D:wRSF_YDmJe_c7EgtiOTBBdyvgzs-3_asvgLZSmEkXnOHNhLRGCOYg2T8FiBNi2W HUyye_zN 221-0 5-0-1 9-9-8 15-5-4 21-1-0 5-0-1 4-9-7 5-7-12 5-7-12 -3- 3i2 4x6= 3 r- LO pj N M MT20HS 8x12 = 3x10n 8x12= 4x8= 3x10n 2x4n 2x4n 2x4n 2x4n 2x6n LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 Camber= 1/8 in 5-0-1 9-9-8 1, 15-5-4 21-1-0 Scale=1:58.8 5-0-1 4-9-7 5-7-12 5-7-12 Plate Offsets (X, Y): [2:04-7,0-1-8], [14:0-6-0,0-4-8], [16:0-3-8,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.05 15-16 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.16 15-16 >999 180 MT20HS 165/146 BCLL 0.0* Rep Stress Incr NO WB 0.88 Horz(CT) 0.04 7 n/a n/a BCDL 7.0 Code IBC2018/TPI2014 Matrix-MSH Weight: 165 lb FT = 20% LUMBER TOP CHORD BOT CHORD WEBS OTHERS BRACING TOP CHORD BOT CHORD WEBS 2x4 DF No.2 G 2x6 DF No.2 G 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G *Except* W2,W3,W8:2x4 DF No.2 G 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G Structural wood sheathing directly applied or 3-9-15 oc purlins, except end verticals. Rigid ceiling directly applied or 5-0-9 oc bracing. 1 Row at midot 2-16. 2-14. 4-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 5-9-8. except 16= Mechanical (lb) - Max Horiz 16=-91 (LC 22) Max Uplift All uplift 100 (lb) or less atjoint(s) 9, 10 except 7=-272 (LC 24), 8=-162 (LC 21), 11=-1238 (LC 1), 12=-2197 (LC 24), 16=-1959 (LC 21) Max Grav All reactions 250 (lb) or less at joint (s) 8, 9, 11 except 7=263 (LC 46), 10=267 (LC 1), 12=4023 (LC 1), 16=2850 (LC 42) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1019/1054, 2-3=-2572/1963, 3-4=-1885/996, 4-5=-1088/1162, 5-7=-267/121 BOT CHORD 16-32=-1948/2746, 32-33=-1640/2438, 33-34=-1462/2260, 15-34=-1240/2228, 15-35=-977/2228, 35-36=-440/2228, 14-36=-628/2228, 14-37=-2236/2224, 37-38=-1857/1845, 13-38=-1672/1659, 13-39=-1578/1566, 12-39=-1220/1208, 12-40=-1107/1095, 11-40=-1005/993, 1141=-903/891, 10-41=-770/757, 1042=-636/624, 9-42=-503/491, 9-43=-355/357 WEBS 2-16=-3682/2696, 4-12=-2658/1947, 2-15=-248/1587, 2-17=-1570/1410, 14-17=-1548/1403, 14-18=-431/642, 3-18=-431/642, 14-19=-2287/3115, 4-19=-2288/3100 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 10) A plate rating reduction of 20% has been applied for the green lumber members. 11) Refer to girder(s) for truss to truss connections. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 10, 9 except Qt=lb) 7=271, 16=1959, 12=2196, 11=1237, 8=161. 13) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 14) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 15) This truss has been designed for a total drag load of 200 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 21-1-0 for 200.0 plf. 16) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 17) Use Simpson Strong -Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-8-4 from the left end to 13-84 to connect truss(es) CA02 (1 ply 2x4 DF) to front face of bottom chord. 18) Fill all nail holes where hanger is in contact with lumber. 19) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-3=-68, 3-5=-68, 5-6=-68, 7-16=-14 Concentrated Loads (lb) Vert: 14=-595, 32=-595, 34=-595, 35=-595, 36=-595, 37=-595. 39=-595 Truss Truss Type Qty PlyL-2 LP1_Pob CCO2 Common 3 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 14:12:07 Page: 1 ID:wQPN_B7ddgf10KscE3ZW_xyvgfJ-3_asvgLZ5mEkxnOHNhLRGCOWR2UDFi1 Ni2WHUyye_zN 5-0-1 9-9-8 15-3-7 21-1-0 1,22-4-0� 5-0-1 4-9-7 5-6-0 5-9-9 1-3-O'l 1r2 4x5= 3 r LO r 7 CO N co 3x6= 3x10= 3x6= 3x10= Camber = 7/16 in 9-9-8 21-1-0 Scale=1:48.7 9-9-8 11-3-8 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.31 7-9 >802 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.76 7-9 >327 180 BCLL 0.0' Rep Stress Incr YES WB 0.89 Horz(CT) 0.03 7 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 113 lb FT = 20 % LUMBER 6) Refer to girder(s) for truss to truss connections. TOP CHORD 2x4 DF No.2 G 7) Provide mechanical connection (by others) of truss to BOT CHORD 2x4 DF No.2 G bearing plate capable of withstanding 90 lb uplift at joint WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 10 and 142 lb uplift at joint 7. Stud G 8) This truss is designed in accordance with the 2018 BRACING International Building Code section 2306.1 and TOP CHORD Structural wood sheathing directly applied or referenced standard ANSI/TPI 1. 6-0-0 oc purlins, except end verticals. 9) This truss has been designed for a moving concentrated BOT CHORD Rigid ceiling directly applied or 10-0-0 oc load of 6.0Ib dead located at all mid panels and at all racing. panel points along the Bottom Chord, nonconcurrent with any other live loads. MiTek recommends that Stabilizers and 10) This truss is designed for a creep factor of 3.01, which is required cross bracing be installed during used to calculate the Vert(CT) deflection per ANSI/TPI 1. truss erection, in accordance with Stabilizer LOAD CASE(S) Standard Installation guide. REACTIONS (lb/size) 7=953/0-5-8, (min. 0-1-8), 10=849/ Mechanical, (min. 0-1-8) Max Horiz 10=-94 (LC 8) Max Uplift 7=-142 (LC 9), 10=-90 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-869/174, 3-12=-825/189, 3-13=-825/191, 4-13=-875/171, 5-7=-288/138 BOT CHORD 10-15=-173/703, 9-15=-173/703, 8-9=-168/809, 8-16=-168/809, 7-16=-168/809 WEBS 2-10=-941/208, 4-7=-969/195 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-13 to 3-1-13, Interior (1) 3-1-13 to 9-9-8, Exterior(2R) 9-9-8 to 12-9-8, Interior (1) 12-9-8 to 224-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. Job Truss Truss Type Qty Ply P1-PL-2 CC03 Common 3 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 14:12:07 Page: 1 I D:?AOIQSXW VjmBpNeD4bY1 n?yvgVI-3_asvgLZ5mEkXnOHNhLRGCOaZ2XgFmYNi2W H Uyye_zN 22-4-0 5-0-1 L 9-9-8 , 15-3-7 18-9-4 1 21-1-0 L L 5-0-1 4-9-7 5-6-05-13�� 1-3-0 3�2 4x5= 3 T Ln I I 0.lv' 4x8= 3x4= 3x10= '-ux 11 21-1-0 18-10-4 9-9-8 L 18-9-4 IL 9-9-8 8-11-12 1 Camber = 1/4 in 0-1-0 2-2-12 Scale = 1:64.2 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.18 11-12 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.44 11-12 >503 180 BCLL 0.0' Rep Stress Incr YES WB 0.60 Horz(CT) 0.02 8 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 120 lb FT = 20 % LUMBER 4) " This truss has been designed for a live load of 20.Opsf TOP CHORD 2x4 DF No.2 G on the bottom chord in all areas where a rectangle BOT CHORD 2x4 DF No.2 G 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF chord and any other members. Stud G 5) A plate rating reduction of 20% has been applied for the BRACING green lumber members. TOP CHORD Structural wood sheathing directly applied or Structurall wood 6) Refer to girder(s) for truss to truss connections. 6tru0 except end verticals. 7) Provide mechanical connection (by others) of truss to BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bearing plate capable of withstanding 128 lb uplift at joint racing. 8, 87 lb uplift at joint 12 and 124 lb uplift at joint 9. 8) This truss is designed in accordance with the 2018 MiTek recommends that Stabilizers and International Building Code section 2306.1 and required cross bracing be installed during referenced standard ANSI/TPI 1. truss erection, in accordance with Stabilizer 9) This truss has been designed for a moving concentrated Installation guide. load of 6.01b dead located at all mid panels and at all REACTIONS (lb/size) 8=-82/0-5-8, (min. 0-1-8), panel points along the Bottom Chord, nonconcurrent with 9=1156/0-5-8, (min. 0-1-8), any other live loads. 12=729/ Mechanical, (min. 0-1-8) 10) This truss is designed for a creep factor of 3.01, which is Max Horiz 12=-94 (LC 8) used to calculate the Vert(CT) deflection per ANSI/TPI 1. Max Uplift 8=-128 (LC 3), 9=-124 (LC 9), LOAD CASE(S) Standard 12=-87 (LC 8) Max Grav 8=10 (LC 12), 9=1156 (LC 1), 12=729 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-654/149, 3-14=-611/167, 3-15=-611/161, 4-15=-659/148 BOT CHORD 12-17=-154/580, 11-17=-1541580, 10-11=-87/399, 10-18=-87/399, 9-18=-87/399 WEBS 4-9=-892/189, 4-11 =-1 3/272, 2-12=-758/189, 6-9=-250/91 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-13 to 3-1-13, Interior (1) 3-1-13 to 9-9-8, Exterior(2R) 9-9-8 to 12-9-8, Interior (1) 12-9-8 to 22-4-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Truss Truss Type QtyPlyL-2 LPJ_Pob CD01 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 14:12:07 Page: 1 ID:p9J2HdICXSLnXfKn6?GUIOyvog_-bo1UiUKuLS6twdp5p_gCk_sUnneJ4WSgET0nkyVye_zO -1-3-0 2-9-0 1-3-0 2-9-0 3 �2 1.5x4 n 10 3 1 2 9 T E-3 0-3-15 �` 1 4 1.5x4 n 2x6 = 2-9-0 Scale = 1:33.7 11 Plate Offsets (X, Y): [2:0-0-14,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.10 Vert(CT) n/a n/a 999 BCLL 0.0` Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 10 lb FT = 20 % LUMBER 6) " This truss has been designed for a live load of 20.Opsf TOP CHORD 2x4 DF No.2 G on the bottom chord in all areas where a rectangle BOT CHORD 2x4 DF No.2 G 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF chord and any other members. Stud G 7) A plate rating reduction of 20% has been applied for the BRACING green lumber members. TOP CHORD Structurall wood Structural wood sheathing directly applied or 8) Provide mechanical connection (by others) of truss to 2tru0 except end verticals. bearing plate capable of withstanding 190 lb uplift at joint BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 2, lb uplift joint 4 and lb uplift at joint 2. bracing. is a cor 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and MiTek recommends that Stabilizers and referenced standard ANSI/TPI 1. required cross bracing be installed during 10) This truss has been designed for a moving concentrated truss erection, in accordance with Stabilizer load of 6.0Ib dead located at all mid panels and at all Installation guide. panel points along the Bottom Chord, nonconcurrent with REACTIONS (lb/size) 2=216/2-9-0, (min. 0-1-8), any other live loads. 11) This truss has been designed for a total drag load of 180 4=87/2-9-0, (min. 0-1-8), plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect 5=216/2-9-0, (min. 0-1-8) truss to resist drag loads along bottom chord from 0-0-0 Max Horiz 2=59 (LC 35), 5=59 (LC 35) to 2-9-0 for Max Uplift 2=-190 (LC 29), 4=-15 (LC 38), deli 12) This truss is designed for a creep factor of 3.01, which is 5 =-190 (LC 29) used to calculate the Vert(CT) deflection per ANSI/TPI 1. Max Grav 2=221 (LC 50), 4=87 (LC 1), 5=221 LOAD CASE(S) Standard (LC 50) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-285/276 BOT CHORD 2-10=-305/309 NOTES 1) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-3-7 to 1-8-9, Exterior(2N) 1-8-9 to 2-7-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply P1-PL-2 CD02 2 1 Job Reference (optional) Builder FirstSource, M.BRITT Scale = 1:33.7 Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 14:12:07 Page: 1 ID:t2jiQlxc?3EfryzfUe1?sZyvofl-bo1UiUKxLS6twdp5p_gCk_sVNeK1WSgETOnkyVye_zO -1-3-0 2-9-0 1-3-0 2-9-0 3 �2 1.5x4 n 3 9 8 2 10 T 1 4 � 11 1.5x4 n 2x6 = 2-9-0 E-3 Plate Offsets (X, Y): [2:0-0-14,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 7 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 4-7 >999 180 BCLL 0.0` Rep Stress Incr YES WB 0.00 Horz(CT) n/a - n/a n/a BCDL 7.0 Code IBC2018/TPI2014 Matrix -MP Weight: 10 lb FT = 20 % LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 2-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=216/0-5-8, (min. 0-1-8), 4=85/ Mechanical, (min. 0-1-8) Max Horiz 2=32 (LC 11) Max Uplift 2=-68 (LC 8), 4=-12 (LC 12) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-3-7 to 1-8-9, Interior (1) 1-8-9 to 2-7-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 4 and 68 lb uplift at joint 2. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PL-2 CD03 $ 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 14:12:07 Page: 1 ID:vl 6t_FzlfXE4zKSL4tlPyvod5-bo1 UiUKxLS6twdp5p_gCk_sJVe7MWESETOnkyVye_zO -1-3-0 36-9-0 I 9-5-10 17-9-0 20-7-13 I 26-4-15 I 35-6-0 9-5-10 8-3-6 225-9-2 9-1-1 1-3-0 1-3-0 19 5x8= 4 1.5x4n 3x10= 1.5x4ee 3x6= 3x10= 1.5x4p 3x6= 7-6-14 7-6-14 Camber = 5/16 in Scale = 1:66.5 3x4= 3x6= 20-8-12 15-0-10 20-7-13 IL 28-4-11 7-5-11 5-7-3 7-7-15 0-0-15 35-6-0 7-1-5 Plate Offsets (X, Y): [7:04-6,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.14 14-17 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.43 14-17 >583 180 BCLL 0.0* Rep Stress Incr YES WB 0.91 Horz(CT) 0.04 11 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 146 lb FT = 20% LUMBER 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) TOP CHORD 2x4 DF No.2 G Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. BOT CHORD 2x4 DF No.2 G II; Exp C; Enclosed; MWFRS (envelope) exterior zone WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF and C-C Exterior(2E) -1-3-7 to 2-3-3, Interior (1) 2-3-3 to Stud G 17-9-0, Exterior(2R) 17-9-0 to 21-3-10, Interior (1) BRACING 21-3-10 to 36-9-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for TOP CHORD Structural wood sheathing directly applied or members and forces & MWFRS for reactions shown; 3-9-5 oc purlins. Lumber DOL=1.60 plate grip DOL=1.60 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 3) This truss has been designed for a 10.0 psf bottom racing. chord live load nonconcurrent with any other live loads. MiTek recommends that Stabilizers and 4) * This truss has been designed for a live load of 20.Opsf required cross bracing be installed during on the bottom chord in all areas where a rectangle truss erection, in accordance with Stabilizer 3-06-00 tall by 2-00-00 wide will fit between the bottom Installation guide. chord and any other members. 5) A plate rating reduction of 20% has been applied for the REACTIONS (lb/size) 2=711/0-5-8, (min. 0-1-8), green lumber members. 7=711/0-5-8, (min. 0-1-8), , ( ), 6) Provide mechanical connection (by others) of truss to 1=386/0-5- (min. 0- 11=12=77 bearing plate capable of withstanding 145 lb uplift at joint Max Horiz (LC 12) 2, 125 lb uplift atjoint 11 and 123 lb uplift atjoint 7. Max Uplift 2=-145 (LC 8), 7=-123 (LC 9), 7) This truss is designed in accordance with the 2018 11=-125 (LC 9) International Building Code section 2306.1 and Max Grav 2=748 (LC 25), 7=473 (LC 26), referenced standard ANSI/TPI 1. 11=1990 (LC 1) 8) This truss has been designed for a moving concentrated FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 load of 6.01b dead located at all mid panels and at all (lb) or less except when shown. panel points along the Bottom Chord, nonconcurrent with TOP CHORD 2-21 =-1 542/216, 3-21 =- 14851245, any other live loads. 4-5=-70/1282, 5-23=-88/1287, 9) This truss is designed for a creep factor of 3.01, which is 6-23=-109/1201, 6-24=-402/339, used to calculate the Vert(CT) deflection per ANSI/TPI 1. 7-24=-460/292 LOAD CASE(S) Standard BOT CHORD 2-25=-110/591, 2-25=-110/591, 2-26=-242/1441,14-26=-242/1441, 14-27=-279/1286, 13-27=-279/1286, 12-13=-279/1286, 12-28=-401/126, 11 -28=-401/126, 10-11=-4351211, 10-29=435/211, 9-29=-435/211, 9-30=-298/390, 7-30=-298/390, 7-31=-55/268, 7-31=-55/268 WEBS 3-14=0/398, 3-12=-1292/295, 4-12=-67/681, 4-11=-1494/213, 6-1 1=-1 171/250, 6-9=0/419, 5-11=-254/88 NOTES 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Qty Ply P1-PL-2 CD04 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 14:12:07 Page: 1 ID:NUbCSrPCj23ZxT83?CC4goyvocY-bo1UiUKuLS6twdp5p_gCk_sTMeHNWS3ETOnkyVye_zO -1-3-0 36-9-0 17-9-0 35-6-0 17-9-0 17-9-0 1-3-0 1-3-0 5x6= 13 �x 3x6= 3x6= 3x6= 3x6= 35-6-0 Scale = 1:66.5 Plate Offsets (X, Y): [34:0-2-4,0-1-8], [40:0-2-4,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.21 Vert(CT) n/a n/a 999 BCLL 0.0` Rep Stress Incr NO WB 0.04 Horz(CT) 0.01 37 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 174 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 35-6-0. (lb) - Max Horiz 2=77 (LC 46), 49=77 (LC 46) Max Uplift All uplift 100 (lb) or less atjoint(s) 26, 27, 28, 29, 30, 31, 32, 33, 35, 36, 38, 39, 41, 42, 43, 44, 45, 46, 47, 48 except 2=-276 (LC 29), 24=-284 (LC 32), 49=-276 (LC 29), 52=-284 (LC 32) Max Grav All reactions 250 (lb) or less at joint (s) 27, 28, 29, 30, 31, 32, 33, 35, 36, 37, 38, 39, 41, 42, 43, 44, 45, 46, 47 except 2=337 (LC 50), 24=337 (LC 49), 26=368 (LC 54), 48=368 (LC 53), 49=337 (LC 50), 52=337 (LC 49) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-889/853, 3-4=-706/705, 4-5=-629/647, 5-6=-554/588, 6-7=482/530, 7-8=-421/471, 8-9=-360/413, 9-10=-299/355, 10-55=-238/298, 16-56=-238/294, 16-17=-299/348, 17-18=-360/401, 18-19=-421/455, 19-20=-482/509, 20-21=-543/563, 21-22=-594/610, 22-23=-676/673, 23-24=-852/816 BOT CHORD 2-57=-275/323, 2-57=-232/281, 2-58=-811/859, 48-58=-716/765, 48-59=-652/700, 47-59=-620/667, 47-60=-588/636, 46-60=-556/604, 46-61=-524/572, 45-61=467/540, 45-62=-461/509, 44-62=-429/477, 44-63=-397/445, 43-63=-364/413, 43-64=-333/381, 42-64=-301 /349, 42-65=-269/317, 41-65=-237/285, 4041=-205/253, 33-34=-205/253, 33-72=-237/285, 32-72=-269/317, 32-73=-301 /349, 31-73=-333/381, 31-74=-364/413, 30-74=-397/445, 30-75=-429/476, 29-75=461/509, 29-76=-467/540, 28-76=-524/572, 28-77=-556/591, 27-77=-588/636, 27-78=-620/668, 26-78=-652/694, 26-79=-716/766, 24-79=-811 /859, 24-80=-217/278, 24-80=-259/320 WEBS 3-48=-255/78, 23-26=-255/78 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-3-7 to 2-3-3, Exterior(2N) 2-3-3 to 17-9-0, Corner(3R) 17-9-0 to 21-3-10, Exterior(2N) 21-3-10 to 36-9-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 38, 39, 41, 42, 43, 44, 45, 46, 47, 48, 36, 35, 33, 32, 31, 30, 29, 28, 27, 26 except Qt=lb) 2=276, 24=284, 2=276,24=284. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.0Ib dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total drag load of 1700 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 35-6-0 for 47.9 plf. 14) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PL-2 CE01 Common Supported Gable 1 1 Job Reference (optional) Builder FirstSource, M.BRITT 2-3-13 N 0-3-1� Scale = 1:39 Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 14:12:07 Page: 1 ID:p141KpjOzR?cjfga76deNsyvoZa-bo1UiUKxLS6twdp5p_gCk_sTteGQWSuETOnkyVye_z0 -1-3-0 I 7-11-8 15-11-0 117-2-0 1-3-0 7-11-8 7-11-8 4x5 = 31r 3x4 = 3x4 = Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.27 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.05 Horz(CT) 0.01 15 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 60 lb FT = 20 % LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 5-8-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-8-13 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 15-11-0. (Ib) - Max Horiz 2=37 (LC 12), 19=37 (LC 12) Max Uplift All uplift 100 (lb) or less atjoint(s) 12, 13, 14, 16, 17, 18 except 2=-415 (LC 29), 10=-420 (LC 32), 19=-415 (LC 29), 23=-420 (LC 32) Max Grav All reactions 250 (lb) or less at joint (s) 13, 14, 15, 16, 17 except 2=460 (LC 50), 10=460 (LC 49), 12=313 (LC 54), 18=313 (LC 53), 19=460 (LC 50), 23=460 (LC 49) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1223/1220, 3-26=-722/745, 4-26=-540/574, 4-5=-463/526, 5-6=-259/317, 6-7=-259/318, 7-8=-460/530, 8-27=-541/579, 9-27=-722/750, 9-10=-1205/1211 BOT CHORD 2-28=453/489, 2-28=-303/340, 2-29=-1168/1202, 18-29=-926/933, 18-30=-683/718, 17-30=-570/605, 17-31=446/492, 16-31=-344/379, 16-32=-231/266, 14-33=-231/266, 14-34=-344/379, 13-34=455/492, 13-35=-570/605, 12-35=-683/718, 12-36=-919/953, 10-36=-1168/1202, 10-37=-296/349, 10-37=446/499 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-3-7 to 1-8-9, Exterior(2N) 1-8-9 to 7-11-8, Corner(3R) 7-11-8 to 10-11-8, Exterior(2N) 10-11-8 to 17-2-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 16, 17, 18, 14, 13, 12 except (jt=lb) 2=415, 10=419, 2=415, 10=419. 10) Non Standard bearing condition. Review required. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total drag load of 2700 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 15-11-0 for 169.6 plf. 14) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. LOAD CASE(S) Standard Truss Truss Type Qty PlyL-2 LP1_Pob CE02 Common Structural Gable 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 14:12:07 Page: 1 ID:pjRJ4SIYP45CXWQAeQOkY4yvoSN-bo1UiUKxLS6twdp5p_gCk_sMse9wWMHETOnkyVye_zO 1,-1-3-01, 8-6-14 10-7-8 15-7-5 21-3-0 �2-6-0L 1-3-0 8-6-14 2-0-10 4-11-12 5-7-12 1-3-0 4x5= 12 3x10% M Lr) M M N 1514 35 13 36 3x6 = 3x10= 4x5= 3x4= 8-3-3 15-7-4 21-3-0 8-3-3 7-4-1 5-7-12 Camber = 5/16 in Scale = 1:45.2 2 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.16 17-24 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.46 17-24 >407 180 BCLL 0.0' Rep Stress Incr NO WB 0.41 Horz(CT) 0.05 25 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 85 lb FT = 20 % LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 3-1-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-6-2 oc bracing. JOINTS 1 Brace at Jt(s): 18, 20 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 5-9-8. except 2=0-5-8 (lb) - Max Horiz 2=48 (LC 37) Max Uplift All uplift 100 (lb) or less atjoint(s) 13, 15 except 2=-615 (LC 29), 11=-542 (LC 32), 14=-543 (LC 3), 25=-542(LC 32) Max Grav All reactions 250 (lb) or less at joint (s) 14 except 2=851 (LC 50), 11=572 (LC 49), 13=320 (LC 1), 15=1031 (LC 1), 25=572 (LC 49) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-28=-2631/1997, 28-29=-2610/1886, 3-29=-1371/698, 3-4=-599/668, 5-6=-388/464, 6-30=-450/522, 7-30=-667/701, 7-8=-846/896, 8-9=-899/917, 9-1 0=-1 166/1178, 10-31=-1593/1583, 11-31=-1685/1692 BOT CHORD 2-32=-695/1019, 2-32=-536/860, 2-33=-1893/2504, 17-33=-733/1989, 16-17=-604/1369, 16-34=-285/1369, 15-34=-1077/1818, 14-15=-867/916, 14-35=-891/1019, 13-35=-1107/1156, 13-36=-1364/1413, 11-36=-1614/1670, 11-37=433/473, 11-37=-592/632 WEBS 8-15=-346/194, 3-18=-1376/343, 18-19=-1373/344, 19-20=-1383/348, 20-21=-1388/351, 15-21 =-1 461/367, 3-17=0/288 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=11Omph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-3-7 to 1-8-9, Interior (1) 1-8-9 to 10-7-8, Exterior(2R) 10-7-8 to 13-7-8, Interior (1) 13-7-8 to 22-6-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 15, 13 except Qt=lb) 2=615, 11=541, 14=542, 11=541. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 12) This truss has been designed for a total drag load of 180 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 21-3-0 for 180.0 plf. 13) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PL-2 CE03 Common 9 1 Job Reference (optional) Builder FirstSource, M.BRITT M LC) M M N Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 14:12:07 Page: 1 ID:KIN4rsoyYG_pC8w27nzgtcyvoG6-bo1 UiUKxLS6twdp5p_gCk_sOXeAKWOdETOnkyVye_zO 1-3-0 1, 5-10-6 10-7-8 15-4-10 21-3-0 �2-6-0L 11 1-3-0 5-10-6 4-9-2 4-9-2 5-10-6 1-3-0 12 3F 4x6= 3x4= 3x6= 3x4= 3x10= 3x10= 7-5-7 13-9-9 21-3-0 7-5-7 6-4-3 7-5-7 Camber = 5/16 in Scale = 1:45.2 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.13 8-10 >999 240 MT20 220/195 TCDL 14.0 Lumber IDOL 1.25 BC 0.66 Vert(CT) -0.43 8-10 >599 180 BCLL 0.0* Rep Stress Incr NO WB 0.26 Horz(CT) 0.09 6 n/a n/a BCDL 7.0 Code IBC2018/TPI2014 Matrix-MSH Weight: 80 lb FT = 20 % LUMBER 3) This truss has been designed for a 10.0 psf bottom TOP CHORD 2x4 DF No.2 G chord live load nonconcurrent with any other live loads. BOT CHORD 2x4 DF No.2 G 4) * This truss has been designed for a live load of 20.Opsf WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF on the bottom chord in all areas where a rectangle Stud G 3-06-00 tall by 2-00-00 wide will fit between the bottom BRACING chord and any other members. TOP CHORD Structural wood sheathing directly applied or Structural l woopurlins. 5) A plate rating reduction of 20% has been applied for the 3tru5 green lumber members. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 6) Provide mechanical connection (by others) of truss to bracin bearing plate capable of withstanding 135 lb uplift at joint 2 and 135 lb uplift at joint 6. MiTek recommends that Stabilizers and 7) This truss is designed in accordance with the 2018 required cross bracing be installed during International Building Code section 2306.1 and truss erection, in accordance with Stabilizer referenced standard ANSI/TPI 1. Installation guide. 8) This truss has been designed for a moving concentrated REACTIONS (lb/size) 2=959/0-5-8, (min. 0-1-8), load of 6.0Ib dead located at all mid panels and at all 6=959/0-5-8, (min. 0-1-8) panel points along the Bottom Chord, nonconcurrent with Max Horiz 2=48 (LC 12) any other live loads. Max Uplift 2=-135 (LC 8), 6=-135 (LC 9) 9) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 LOAD CASE(S) Standard (lb) or less except when shown. TOP CHORD 2-17=-2631/416, 3-17=-2610/433, 3-18=-2299/357, 4-18=-2255/369, 4-19=-2255/369, 5-19=-2299/357, 5-20=-2610/433, 6-20=-2631/416 BOT CHORD 2-21=-111/857, 2-21=-111/857, 2-22=-365/2532,10-22=-365/2532, 9-10=-219/1722, 9-23=-219/1722, 8-23=-219/1722, 8-24=-372/2532, 6-24=-372/2532, 6-25=-114/857, 6-25=-114/857 WEBS 4-8=-65/628, 5-8=-463/146, 4-10=-65/628, 3-10=-463/146 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-3-7 to 1-8-9, Interior (1) 1-8-9 to 10-7-8, Exterior(2R) 10-7-8 to 13-7-8, Interior (1) 13-7-8 to 22-6-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Job Truss Truss Type Qty Ply P1-PL-2 CE05 Common 7 Job Reference (optional) Builder FirstSource, M.BRITT Camber = 1/4 in Scale = 1:51.7 Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 14:12:07 Page: 1 ID:VLYogCeYrMYJsE9UpkajsGyvo30-bo1UiUKuLS6twdp5p_gCk_sPbeEZW01ETOnkyVye_z0 22-6-0 1-3-0 5-10-6 1, 10-7-8 2-1-12 15-4-10 21-3-0 1-345-10-6 4-9-2 1-6-4 3-2-14 5-10-6 1-3-0 3 F2 4x5= 4 1.5x4 n 3x4= 3x4= 3x6= 3x10= 12-2-12 7-5-9 12-1-12 7-5-9 4-8-4 0-1-0 9-0-4 3x6= Plate Offsets (X, Y): [7:0-0-10,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.10 9-17 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.36 9-17 >303 180 BCLL 0.0' Rep Stress Incr YES WB 0.28 Horz(CT) 0.01 9 n/a n/a BCDL 10.0 Code IBC2018/TPI2014 Matrix-MSH Weight: 83 lb FT = 20 % LUMBER 3) This truss has been designed for a 10.0 psf bottom TOP CHORD 2x4 DF No.2 G chord live load nonconcurrent with any other live loads. BOT CHORD 2x4 DF No.2 G 4) " This truss has been designed for a live load of 20.Opsf WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF on the bottom chord in all areas where a rectangle Stud G 3-06-00 tall by 2-00-00 wide will fit between the bottom BRACING chord and any other members. TOP CHORD Structural wood sheathing directly applied or Structurall woos. 5) A plate rating reduction of 20% has been applied for the 6tru0 green lumber members. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 6) Provide mechanical connection (by others) of truss to bracin bearing plate capable of withstanding 102 lb uplift at joint 2, 77 lb uplift at joint 9 and 92 lb uplift at joint 7. MiTek recommends that Stabilizers and 7) This truss is designed in accordance with the 2018 required cross bracing be installed during International Building Code section 2306.1 and truss erection, in accordance with Stabilizer referenced standard ANSI/TPI 1. Installation guide. 8) This truss has been designed for a moving concentrated REACTIONS (lb/size) 2=495/0-5-8, (min. 0-1-8), load of 6.01b dead located at all mid panels and at all 7=318/0-5-8, (min. 0-1-8), panel points along the Bottom Chord, nonconcurrent with 9=1232/0-5-8, (min. 0-1-8) any other live loads. Max Horiz 2=48 (LC 17) 9) This truss is designed for a creep factor of 3.01, which is Max Uplift 2=-102 (LC 8), 7=-92 (LC 9), 9=-77 used to calculate the Vert(CT) deflection per ANSI/TPI 1. (LC 8) LOAD CASE(S) Standard Max Grav 2=517 (LC 25), 7=367 (LC 26), 9=1232 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-806/129, 3-18=-790/146, 3-19=-441/67, 4-19=-393/79, 4-5=-58/663, 5-20=-74/664, 6-20=-82/612 BOT CHORD 2-22=-52/332, 2-22=-52/332, 2-23=-138/766, 11-23=-138/766 WEBS 3-11=-502/147, 4-11=-84/678, 4-9=-828/156, 6-9=-645/154 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-3-7 to 1-8-9, Interior (1) 1-8-9 to 10-7-8, Exterior(2R) 10-7-8 to 13-7-8, Interior (1) 13-7-8 to 22-6-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Job Truss Truss Type Qty Ply P1-PL-2 CE06 Common 1 Job Reference (optional) Builder FirstSource, M.BRITT •1-3-0 1-3-0 10-7-8 10-7-8 Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 14:12:07 Page: 1 ID:mKwKN1D9hpN5wzxQnzuf_Byvo03-7bT5U9JJa8_OITEuGHJzBnJH_FwMn?p4Ek1AQ3ye_zP 4x5= 21-3-0 10-7-8 1-3-0 31� 5 356 7 V 9 1 Q;6 11 CO to 7 A 4 3 ST ST STo ST ST ST ST 12 13 M N 37 T ST ST 49 0-3 1 2 14 15 38 27 39 26 40 25 41 24 42 23 22 21 43 20 44 19 45 18 46 17 47 16 48 3x4= 3x4= 3x4= 21-3-0 I, Scale = 1:45.2 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.26 Vert(CT) n/a n/a 999 BCLL 0.0' Rep Stress Incr NO WB 0.04 Horz(CT) 0.01 21 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 86 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD BOT CHORD BOT CHORD 2-37=443/482, 2-37=-331/370, 2-38=-1217/1250, 27-38=-1036/1069, 27-39=-854/887, 26-39=-770/803, 26-40=-674/718, 25-40=-600/633, 2541=-515/548, 24-41=409/464, 24-42=-346/379, 23-42=-261/294, Structural wood sheathing directly applied or 20-44=-261/294, 19-44=-346/379, Structural ur l woos. 19-45=-383/464, 18-45=-516/548, 1846=-600/624, 1746=-681 /718, Rigid ceiling directly applied or 5-7-7 oc 1747=-770/803, 16-47=-854/879, racing. 16-48=-1027/1069, 14-48=-1217/1250, MiTek recommends that Stabilizers and 1449=-322/373, 14-49=-434/486 required cross bracing be installed during NOTES truss erection, in accordance with Stabilizer 1) Unbalanced roof live loads have been considered for this Installation guide. design. 2 W'nd ASCE 7 16 V It-110m h 13 nd t) REACTIONS All bearings 21-3-0. ) u - p -seco gus Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. (Ib) -Max Horiz 2=48 (LC 12), 28=48 (LC 12) II; Exp C; Enclosed; MWFRS (envelope) exterior zone joint(s) Max Uplift All uplift 112 (lb) or less atjoint(s) (l ) o and C-C Corner(3E) -1-3-7 to 1-8-9, Exterior(2N) 1-8-9 16, 17, 18, 23, 24, 26, 9, 20 5, 26, to 10-7-8, Corner(3R) 10-7-8 to 13-7-8, Exterior(2N) 27 except 2 (LC 24, 7 13-7-8 to 22-6-7 zone; cantilever left and right exposed ; (LC 32), 28=-412 (LC 29), 32=-417 end vertical left and right exposed;C-C for members and (LC 32) forces & MWFRS for reactions shown; Lumber Max Grav All reactions 250 (lb) or less at joint DOL=1.60 plate grip DOL=1.60 (s) 17, 18, 19, 20, 21, 23, 24, 25, 3) Truss designed for wind loads in the plane of the truss 26 except 2=460 (LC 50), 14=460 only. For studs exposed to wind (normal to the face), (LC 49), 16=313 (LC 54), 27=313 see Standard Industry Gable End Details as applicable, (LC 53), 28=460 (LC 50), 32=460 or consult qualified building designer as per ANSI/TPI 1. (LC 49) 4) All plates are 1.5x4 MT20 unless otherwise indicated. FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 5) Gable requires continuous bottom chord bearing. (lb) or less except when shown. 6) Gable studs spaced at 1-4-0 oc. TOP CHORD 2-3=-1284/1271, 3-4=-892/910, 7) This truss has been designed for a 10.0 psf bottom 4-5=-707/744, 5-35=-545/578, chord live load nonconcurrent with any other live loads. 6-35=-386/425, 6-7=-375/417, 7-8=-206/263, 8) - This truss has been designed for a live load of 20.Opsf 8-9=-206/265, 9-10=-375/424, on the bottom chord in all areas where a rectangle 10-36=-380/431, 11-36=-545/584, 3-06-00 tall by 2-00-00 wide will fit between the bottom 11-12=-694/742, 12-13=-893/905, chord and any other members. 13-14=-1260/1249 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 23, 24, 25, 26, 27, 20, 19, 18, 17, 16 except Qt=lb) 2=411, 14=417, 2=411, 14=417. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total drag load of 2700 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 21-3-0 for 127.1 plf. 14) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. LOAD CASE(S) Standard Truss Truss Type Qty PlyL-2 LP1_Pob PB01 Blocking Supported Gable 6 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 14:12:07 Page: 1 ID:oPmw72nAtBnxDzFRL?ZumXyvmeq-bo1 UiUKxLS6twdp5p_gCk_sK7elSWHpETOnkyVye_zO 6x8 = 1.5x4 n 1 2 1 W 1 N M 4 3 7x8 = 3x10 n 0 Scale = 1:47.6 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber IDOL 1.25 BC 0.14 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.76 Horiz(TL) 0.00 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 17 lb FT = 20 % LUMBER 8) This truss is designed in accordance with the 2018 TOP CHORD 2x4 DF No.2 G International Building Code section 2306.1 and BOT CHORD 2x4 DF No.2 G referenced standard ANSI/TPI 1. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 9) This truss has been designed for a moving concentrated Stud G load of 6.0Ib dead located at all mid panels and at all BRACING panel points along the Bottom Chord, nonconcurrent with TOP CHORD Structural wood sheathing directly applied or any other live loads. 1-10-6 oc purlins, except end verticals. 10) This truss has been designed fora total drag load of BOT CHORD Rigid ceiling directly applied or 6-0-0 oc Lumber D Plate grip racing. Con cb. resistdrag l Connect truss to resist drag loads along bottom chord bottom from 0-0-0 to 1-10-6 for 536.3 plf. MiTek recommends that Stabilizers and 11) This truss is designed for a creep factor of 3.01, which is required cross bracing be installed during used to calculate the Vert(CT) deflection per ANSI/TPI 1. truss erection, in accordance with Stabilizer LOAD CASE(S) Standard Installation guide. REACTIONS (lb/size) 3=64/1-10-6, (min. 0-1-8), 4=64/1-10-6, (min. 0-1-8) Max Horiz 4=-103 (LC 30) Max Uplift 3=-1687 (LC 32), 4=-1687 (LC 29) Max Grav 3=1690 (LC 33), 4=1690 (LC 36) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-809/813, 2-3=-1788/1821 BOT CHORD 4-5=-795/797, 3-5=459/461 WEBS 2-4=-1988/1988 NOTES 1) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. ll; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1687 lb uplift at joint 3 and 1687 lb uplift at joint 4. Truss Truss Type Qty PlyL-2 LP1_Pob VT13 Valley 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 14:12:07 Page: 1 ID:m3Wg4N2NnwipAkTMix001 nyvSb7-bo1 UiUKuLS6twdp5p_gCk_sV4eIIWSgETOnkyVye_zO 4-1-1 --4 1.5x4 n 12 3 r 2 7 T1 1 1- -8 6 8 61 1- -8 1 3 0-0- 9 2x6 c 1.5x4 n Scale = 1:21.7 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.15 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.00 Horiz(TL) 1 0.00 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 10 lb FT = 20 % LUMBER 7) This truss is designed in accordance with the 2018 TOP CHORD 2x4 DF No.2 G International Building Code section 2306.1 and BOT CHORD 2x4 DF No.2 G referenced standard ANSI/TPI 1. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 8) This truss has been designed for a moving concentrated Stud G load of 6.0Ib dead located at all mid panels and at all BRACING panel points along the Bottom Chord, nonconcurrent with TOP CHORD Structural wood sheathing directly applied or any other live Toads. 4-1-1 oc purlins, except end verticals. 9) This truss is designed for a creep factor of 3.01, which is BOT CHORD Rigid ceiling directly applied or 10-0-0 oc used to calculate the Vert(CT) deflection per ANSI/TPI 1. racing. LOAD CASE(S) Standard MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=162/4-1-1, (min. 0-1-8), 3=162/4-1-1, (min. 0-1-8) Max Horiz 1=31 (LC 9) Max Uplift 1=-22 (LC 8), 3=-26 (LC 12) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-362/176, 1-6=-349/180 BOT CHORD 1-8=-211/343, 1-8=-210/344 NOTES 1) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-0 to 3-1-0, Interior (1) 3-1-0 to 4-0-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 26 lb uplift at joint 3 and 22 lb uplift at joint 1. Truss Truss Type Qty PlyL-2 LP1_Pob VT14 Valley 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 14:12:07 Page: 1 ID:EgvuUYRW_fmg37_tGvVNadyvSUA-bo1 UiUKuLS6twdp5p_gCk_sRTeE5WSgETOnkyVye_zO 0-0-1—� 6-1-1 1.5x4 n 12 3r 6 T1 1-6-8 7 B1 3 3x6 -- 1.5x4 n Scale = 1:23.6 6-1-1 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.42 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.00 Horiz(TL) 0.01 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 17 lb FT = 20 % LUMBER 7) This truss is designed in accordance with the 2018 TOP CHORD 2x4 DF No.2 G International Building Code section 2306.1 and BOT CHORD 2x4 DF No.2 G referenced standard ANSI/TPI 1. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 8) This truss has been designed for a moving concentrated Stud G load of 6.0Ib dead located at all mid panels and at all BRACING panel points along the Bottom Chord, nonconcurrent with TOP CHORD Structural wood sheathing directly applied or any other live Toads. 6-0-0 oc purlins, except end verticals. 9) This truss is designed for a creep factor of 3.01, which is BOT CHORD Rigid ceiling directly applied or 10-0-0 oc used to calculate the Vert(CT) deflection per ANSI/TPI 1. racing. LOAD CASE(S) Standard MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=244/6-1-1, (min. 0-1-8), 3=244/6-1-1,(min. 0-1-8) Max Horiz 1=51 (LC 9) Max Uplift 1=-33 (LC 8), 3=-39 (LC 12) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-683/324 BOT CHORD 1-7=-376/654, 1-7=-375/655 NOTES 1) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-0 to 3-1-0, Interior (1) 3-1-0 to 6-0-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 lb uplift at joint 3 and 33 lb uplift at joint 1. Job Truss Truss Type Qty Ply P1-PL-2 VT15 Valley 1 Job Reference (optional) Builder FirstSource, M.BRITT 2-0-8 0-0- Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 14:12:07 Page: 1 ID:YSaN3FNtJpwzFiDdeVMu3MyvSRg-bo1UiUKuLS6twdp5p_gCk_sOueDgWSgETOnkyVye_zO 8-1-1 1.5x4 n 3x10 � 1.5x4 n 2-0-8 8-1-1 Scale = 1:25.5 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.50 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.00 Horiz(TL) 0.00 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 23 lb FT = 20 % LUMBER 7) This truss is designed in accordance with the 2018 TOP CHORD 2x4 DF No.2 G International Building Code section 2306.1 and BOT CHORD 2x4 DF No.2 G referenced standard ANSI/TPI 1. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 8) This truss has been designed for a moving concentrated Stud G load of 6.0Ib dead located at all mid panels and at all BRACING panel points along the Bottom Chord, nonconcurrent with TOP CHORD Structural wood sheathing directly applied or any other live Toads. 8-2-1 oc purlins, except end verticals. 9) This truss is designed for a creep factor of 3.01, which is BOT CHORD Rigid ceiling directly applied or 10-0-0 oc used to calculate the Vert(CT) deflection per ANSI/TPI 1. racing. LOAD CASE(S) Standard MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=280/8-1-1, (min. 0-1-8), 3=280/8-1-1, (min. 0-1-8) Max Horiz 1=67 (LC 11) Max Uplift 1=-38 (LC 8), 3=-45 (LC 12) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-490/197 BOT CHORD 1-6=-276/461, 6-8=-276/461, 1-8=-276/461 NOTES 1) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 1-2-8 to 4-2-8, Interior (1) 4-2-8 to 8-0-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 lb uplift at joint 3 and 38 lb uplift at joint 1. Truss Truss Type Qty PlyL-2 LP1_Pob VT16 Valley 1 1 Job Reference (optional) Builder FirstSource, M.BRITT Run: 8.53 S Jan 6 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Tue Sep 13 14:12:07 Page: 1 ID:Om93sp5ytRpplX4wyKvBpJyvSPS-bo1UiUKxLS6twdp5p_gCk_sKceBfWSgETOnkyVye_zO N 0-0,4 10-1-1 4x5 n 1.5x4 n 1.5x4 n 1.5x4 n 13 W 3 r 19 gT 3T 12 N 114 20 3 4x12 -- 15 6 16 5 17 4 18 1.5x4 n 1.5x4 n 1.5x4 n 1.5x4 n Scale = 1:36.1 10-1-1 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.64 Vert(TL) n/a n/a 999 BCLL 0.0' Rep Stress Incr YES WB 0.00 Horiz(TL) 0.00 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 35 lb FT = 20 % LUMBER 6) " This truss has been designed for a live load of 20.Opsf TOP CHORD 2x4 DF No.2 G on the bottom chord in all areas where a rectangle BOT CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1 &Btr G 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF chord and any other members. Stud G 7) A plate rating reduction of 20% has been applied for the OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF green lumber members. Stud G 8) Provide mechanical connection (by others) of truss to BRACING bearing plate capable of withstanding 100 lb uplift at joint (s) 6 except 280. TOP CHORD Structural wood sheathing directly applied or s u nee i accordance 9) This truss is designed in accordance with the 2018 6-0-0 oc purlins, except end verticals. International Building Code section 2306.1 and BOT CHORD Rigid ceiling directly applied or 10-0-0 oc referenced standard ANSIITPI 1. bracin 10) This truss has been designed for a moving concentrated MiTek recommends that Stabilizers and load of 6.01b dead located at all mid panels and at all required cross bracing be installed during panel points along the Bottom Chord, nonconcurrent with truss erection, in accordance with Stabilizer any other live loads. Installation guide. 11) This truss is designed for a creep factor of 3.01, which is REACTIONS All bearings 10-1-1. used to calculate the Vert(CT) deflection per ANSI/TPI 1. (lb) - Max Horiz 1=87 (LC 9) LOAD CASE(S) Standard Max Uplift All uplift 100 (lb) or less atjoint(s) 1, 3, 6 except 5=-280 (LC 1) Max Grav All reactions 250 (lb) or less at joint (s) 1, 3, 4, 5 except 6=460 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-379/125 BOT CHORD 1-14=-211/383, 14-20=-211/383, 1-20=-211/383 NOTES 1) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 1-2-8 to 4-2-8, Interior (1) 4-2-8 to 10-0-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply P1-PLAN 3 AA01 Common Supported Gable 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:35 Page: 1 I D:e_CKMEZCA3K2W2YAg2gQW_yxpKS-NxyncTBy89fFutGjy61 WgQtl5jnnJSUsEq 1 TSyflwh 1-9-0 Scale = 1:69.1 3x6= 17-8-12 3�2 2x4n 2x4n 2x4n 2x4n 2x411 9 10 2x4n 8 2x4 n 5 6 7 4x8c 4 S S 3 S S S 17-8-12 0-6-4 0 m 4x8= 2x4n 2x4n00002x4n 2x4n 2x4n ��� 4n 2x4n 13 '1141 15 2x4n 1f0 12 16 617 2x4n - -, 18 3x6= 17-8-11 1-9-0 2x4 n 2x4 n 2x4n 2x4n 19 aS x4n22 232x4n 24 4x8* S S 25 8526 27 13379328031813082298328 84 3x6= 36-6-0 17-8-11 Plate Offsets (X, Y): [14:0-4-0,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.41 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.05 Horz(CT) 0.03 38 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 209lb FT=20% LUMBER TOP CHORD TOP CHORD 2x6 DF N0.2 G *Except* T1:2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 4-3-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-3-0 oc racing. BOT CHORD MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 36-6-0. (lb) - Max Horiz 2=-79 (LC 17), 56=-79 (LC 17) Max Uplift All uplift 100 (lb) or less at joint(s) 28, 29, 30, 31, 32, 33, 34, 35, 36, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50 except 2=-464 (LC 27), 26=-464 (LC 28), 53=-464 (LC 28), 56=-464 (LC 27) Max Grav All reactions 250 (lb) or less at joint (s) 29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49 except 2=696 (LC 26), 26=696 (LC 25), 28=454 (LC 32), 50=454 (LC 31), 53=696 (LC 25), 56=696 (LC 26) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 2-3=-2141/2114,3-4=-2074/2052, 4-5=-1714/1668, 5-6=-1542/1500, 6-7=-1372/1346, 7-8=-1203/1176, 8-9=-1033/1007, 9-10=-864/837, 10-11 =-695/668,11-60=-525/498, 12-60=-364/421, 12-13=-354/330, 15-16=-354/330, 16-61=-364/421, 17-61=-525/498, 17-18=-695/668, 18-19=-864/837, 19-20=-1033/1007, 20-21=-1203/1176, 21-22=-1372/1346, 22-23=-1542/1500, 23-24=-1714/1668, 24-25=-2074/2052, 25-26=-2141/2114 2-62=-679/698, 2-62=-570/590, 2-63=-2107/2126, 50-63=-1872/1856, 50-64=-1637/1656, 49-64=-1554/1574, 49-65=-1472/1487, 48-65=-1390/1409, 48-66=-1308/1327, 47-66=-1226/1240, 47-67=-1144/1163, 46-67=-1061/1080, 46-68=-979/998, 45-68=-894/916, 45-69=-815/834, 44-69=-733/752, 44-70=-650/669, 43-70=-568/587, 43-71=-486/505, 42-71=-338/357, 42-72=-322/341, 41-72=-235/254, 37-75=-235/254, 36-75=-322/341, 36-76=-338/357, 35-76=-486/505, 35-77=-568/587, 34-77=-650/669, 34-78=-733/752, 33-78=-815/834, 33-79=-894/916, 32-79=-979/998, 32-80=-1061/1080, 31-80=-1144/1163, 31-81=-1226/1240, 30-81 =-1 308/1327, 30-82=-1390/1409, 29-82=-1472/1487, 29-83=-1554/1574, 28-83=-1637/1656, 28-84=-1872/1856, 26-84=-2107/2126, 26-85=-570/590, 26-85=-679/698 (lb) or less except when shown. WEBS 4-50=-316/85, 24-28=-316/85 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-9-0 to 1-10-13, Exterior(2N) 1-10-13 to 18-3-0, Corner(3R) 18-3-0 to 21-10-13, Exterior(2N) 21-10-13 to 38-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.Opsf. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 36, 35, 34, 33, 32, 31, 30, 29, 28 except Qt=lb) 26=464, 2=464, 26=464, 2=464. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total seismic drag load of 4500 lb. Lumber DOL=(1.33) Plate grip DOL= (1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 36-6-0 for 123.3 plf. 14) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 3 AA02 Common 4 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:36 Page: 1 ID:cs6CV H7TmP_9shcAi5pRdVyxpU2-JJ3Y19DCgmvz7AQ66N8mcFWARvO9F6ZnJYJBYKyflwf 1-9-0 7-8-7 1%3-4 18-3-0 25-8-12 30-6 36-6-0 38-3-0 1-9-0 7-8-7 6-6-13 3-11-12 7-5-12 4-9-13 5-11-7 1-9-0 2 5x6 = 3� 1.5x4n 6 3x6e 525 26 3x4, 3x4- 7 3x6c 0 3 4 8 3x4-- v 9 an 24 27 228 3510 0-3- 1 11 29 17 30 16 31 15 14 32 13 33 12 34 3x6= 1.5x4n 3x10= 3x6= 3x4= 3x4= 1.5x4n 3x6= 7-8-7 1%3-4 1- 20-0-0 25-8-12 1, 30-6 1, 36-6-0 1 7-8-7 6-6-13 5-8-12 5-8-12 3 5-11-7 Camber = 3/16 in Scale = 1:69.1 Loading (psf) Spacing 2-0-0 CSI DEFL in floc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.08 17-20 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.29 17-20 >591 180 BCLL 0.0* Rep Stress Incr NO WB 0.50 Horz(CT) 0.02 10 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 158 lb FT = 20% LUMBER 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) TOP CHORD 2x4 DF No.2 G Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. BOT CHORD 2x4 DF No.2 G II; Exp C; Enclosed; MWFRS (envelope) exterior zone WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF and C-C Exterior(2E) -1-9-0 to 1-10-13, Interior (1) Stud G 1-10-13 to 18-3-0, Exterior(2R) 18-3-0 to 21-10-13, BRACING Interior (1) 21-10-13 to 38-3-0 zone; cantilever left and TOP CHORD Structural wood sheathing directly applied or right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 6-0-0 oc purlins. Lumber DOL=1.60 plate grip DOL=1.60 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 3) This truss has been designed for a 10.0 psf bottom bracing. chord live load nonconcurrent with any other live loads. WEBS 1 Row at mid t 3-16 4) * This truss has been designed for a live load of 20.Opsf MiTek recommends that Stabilizers and on the bottom chord in all areas where a rectangle required cross bracing be installed during 3-06-00 tall by 2-00-00 wide will fit between the bottom truss erection, in accordance with Stabilizer chord and any other members. Installation guide. 5) A plate rating reduction of 20% has been applied for the green lumber members. REACTIONS All bearings 0-5-8. 6) Provide mechanical connection (by others) of truss to (lb) - Max Horiz 2=-81 (LC 17) bearing plate capable of withstanding 118 lb uplift at joint Max Uplift All uplift 100 (lb) or less at joint(s) 2, 159 lb uplift atjoint 13, 118 lb uplift atjoint 10 and 186 except 2=-119 (LC 8), 10=-118 (LC Ib uplift at joint 16. 9), 13=-159 (LC 13), 16=-187 (LC 7) This truss is designed in accordance with the 2018 12) International Building Code section 2306.1 and Max Grav All reactions 250 (lb) or less at joint referenced standard ANSI/TPI 1. (s) except 2=542 (LC 25), 10=453 8) This truss has been designed for a moving concentrated (LC 26), 13=1039 (LC 26), load of 6.0Ib dead located at all mid panels and at all 16=1382 (LC 1) panel points along the Bottom Chord, nonconcurrent with FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 any other live loads. (lb) or less except when shown. 9) This truss is designed for a creep factor of 3.01, which is TOP CHORD 2-24=-632/73, 3-24=-599/97, 3-4=-97/604, used to calculate the Vert(CT) deflection perANSI/TPI 1. 4-5=-82/701, 5-25=-39/617, 6-25=-38/683, LOAD CASE(S) Standard 7-8=0/421, 8-9=-3/350, 9-27=-408/91, 1) Dead + Roof Live (balanced): Lumber Increase=1.25, 10-27=-435/75 Plate Increase=1.25 BOT CHORD 2-29=-92/581, 17-29=-92/581, Uniform Loads (lb/ft) 17-30=-92/581, 16-30=-92/581, Vert: 1-6=-68, 6-11=-68, 16-18=-14, 13-16=-24, 14-32=-361/82,13-32=-361/82, 13-21=-14 13-33=-32/396, 12-33=-32/396, 12-34=-32/396, 10-34=-32/396 WEBS 6-16=-761/104, 5-16=-370/128, 7-13=-711/165, 9-13=-765/120, 3-16=-1246/219, 3-17=0/266, 7-14=-2/347 NOTES 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Qty Ply P1-PLAN 3 AA03 Common Structural Gable 1 1 Job Reference (optional) Builder FirstSource, user 6 M L a Camber = 3/16 in Scale = 1:69.1 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:36 Page: 1 ID:mtFgclyFfJSyxfV8QEOJ6ryxpQO-JJ3Y19DCgmvz7AQ66N8mcFW BXvPnF7WnJYJBYKyflwf '-1-9-0 1, 7-8-7 14-3-4 18-3-0 25-8-12 1, 30-6 W 6-0 ,38-3-0I, 7-8-7 6-6-13 337-5-12 43 5-11-7 � 312 F 3x10= 5x6= 6 3x6= 3x10= 5x6= 3x10= 3x6= 14-3-4 25-9-12 7-8-7 14-2-4 20-0-0 25-8-12 30-6-9 36-6-0 7-8-7 6-5-13 5-8-t2 5-8-12 4-8-13 5-11-7 0-1-0 0-1-0 Plate Offsets (X, Y): [6:0-5-0,0-0-3], [18:0-3-0,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.08 22-41 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.29 22-41 >597 180 BCLL 0.0* Rep Stress Incr YES WB 0.44 Horz(CT) 0.02 10 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 191 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G *Except* W5:2x4 DF No.2 G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at mid t 6-13, 3-21 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 11-11-0. except 10=0-5-8, 2=0-5-8 (lb) - Max Horiz 2=-81 (LC 17) Max Uplift All uplift 100 (lb) or less at joint(s) 20 except 2=-120 (LC 8), 10=-112 (LC 9), 13=-196 (LC 13), 21=-190 (LC 12) Max Grav All reactions 250 (Ib) or less at joint (s) 14, 15, 16, 17, 19, 20 except 2=545 (LC 25), 10=458 (LC 26), 13=922 (LC 26), 21=1284 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-42=-645/84, 3-42=-612/108, 3-4=-91/599, 4-5=-77/696, 5-43=-34/613, 6-43=-32/678, 6-44=0/426, 7-44=0/365, 7-8=-9/419, 8-9=-27/348, 9-45=-432/68, 10-45=-459/51 BOT CHORD 2-46=-42/252, 2-46=-42/252, 2-47=-97/594, 22-47=-97/594, 22-48=-97/594, 21-48=-97/594, 13-55=-9/419, 12-55=-9/419, 12-56=-9/419, 10-56=-9/419 WEBS 5-21=-369/128, 6-21=-663/112, 7-13=-485/164, 6-13=-290/65, 3-22=0/270, 3-21=-1253/219, 9-13=-779/119 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-9-0 to 1-10-13, Interior (1) 1-10-13 to 18-3-0, Exterior(2R) 18-3-0 to 21-10-13, Interior (1) 21-10-13 to 38-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 20 except Qt=lb) 10=111, 2=120, 21=189, 13=196. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) This truss has been designed for a moving concentrated load of 6.0Ib dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 12) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 3 AA04 Common 6 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:37 Page: 1 I D:Ze_ORbOCrHjeScDOITlI H2yxpa9-n WdwEVEgQ41 qlK? If4f?8520?ljm_f3wYC3h4nyflwe -1-9-0I, 7-3-8 12-9-7 18-3-0 23-8-9 29-2-8 I 36-6-0 I,38-3-01, 7-3-8 5-6-0 5-5-9 5-5-9 5-6-0 7-3-8� 0 M L a 2 2723 312 3x6 c 3x4 0 3 3x6 - 24 5 __T-r 5x6= 6 25 3x6-- 3x4-- 7 3x6-- 8 9 ® 28 18 29 17 30 16 15 14 31 13 32 12 33 CEI 4x12= 2x6o 4x5= 4x5= 6x8= 4x5= 4x5= 2x6,, 4x12= 5-1-0 8-4-8 14-11-8 21-6-8 28-1-8 31-5-0 36-6-0 5-1-0 3-3-8 6-7-0 6-7-0 6-7-0 3-3-8 5-1-0 il Camber = 5/8 in Scale = 1:69.1 if Plate Offsets (X, Y): [2:0-5-4,0-0-13], [10:0-5-4,0-0-13] Loading (psf) Spacing 2-0-0 CSI DEFL in floc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.30 14-16 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.95 14-16 >453 180 BCLL 0.0* Rep Stress Incr YES WB 0.10 Horz(CT) 0.15 10 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 213 lb FT = 20% LUMBER 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) TOP CHORD 2x4 DF No.2 G *Except* T1:2x4 DF 2400F Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 2.0E G II; Exp C; Enclosed; MWFRS (envelope) exterior zone BOT CHORD 2x8 DF SS G and C-C Exterior(2E) -1-9-0 to 1-10-13, Interior (1) WEBS 2x4 DF 2400F 2.0E G 1-10-13 to 18-3-0, Exterior(2R) 18-3-0 to 21-10-13, BRACING Interior (1) 21-10-13 to 38-3-0 zone; cantilever left and TOP CHORD Structural wood sheathing directly applied or right exposed ; end vertical left and right exposed;C-C 2-6-8 oc purlins. for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 3) This truss has been designed for a 10.0 psf bottom racing. chord live load nonconcurrent with any other live loads. MiTek recommends that Stabilizers and 4) * This truss has been designed for a live load of 20.Opsf required cross bracing be installed during on the bottom chord in all areas where a rectangle truss erection, in accordance with Stabilizer 3-06-00 tall by 2-00-00 wide will fit between the bottom Installation guide. chord and any other members. REACTIONS (lb/size) 2=1612/0-5-8, (min. 0-1-12), ( -1-12)) 5) A plate rating reduction of 20% has been applied for the green lumber members. 1=1612/0-5-8, (min. 10=2=81 6) Provide mechanical connection (by others) of truss to Max Horiz (LC 12) bearing plate capable of withstanding 222 lb uplift at joint Max Uplift 2=-222 (LC 8), 10=-222 (LC 9) 2 and 222 lb uplift at joint 10. FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 7) This truss is designed in accordance with the 2018 (lb) or less except when shown. International Building Code section 2306.1 and TOP CHORD 2-23=-3362/418, 2-23=-3329/419, referenced standard ANSI/TPI 1. 2-3=-4909/665, 3-4=-4729/653, 8) This truss has been designed for a moving concentrated 4-5=-4687/674, 5-24=-3668/554, load of 6.01b dead located at all mid panels and at all 6-24=-3619/569, 6-25=-3619/569, panel points along the Bottom Chord, nonconcurrent with 7-25=-3668/554, 7-8=-4687/674, any other live loads. 8-9=-4729/654, 9-10=-4909/666, 9) This truss is designed for a creep factor of 3.01, which is 10-26=-3329/418, 10-26=-3362/417 used to calculate the Vert(CT) deflection perANSI/TPI 1. BOT CHORD 2-27=-361/3195, 2-27=-360/3195, LOAD CASE(S) Standard 2-28=-568/4725, 18-28=-568/4725, 18-29=-584/4738,17-29=-584/4738, 17-30=-472/3921,16-30=-472/3921, 15-16=-323/2982, 14-15=-323/2982, 14-31=-485/3921, 13-31 =-485/392 1, 13-32=-597/4738, 12-32=-597/4738, 12-33=-581/4725, 10-33=-581/4725, 10-34=-372/3195, 10-34=-373/3195 WEBS 3-17=-370/124,5-17=-98/765, 5-16=-719/180, 6-16=-118/888, 6-14=-117/888, 7-14=-719/180, 7-13=-97/765, 9-13=-370/123 NOTES 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Qty Ply P1-PLAN 3 AA05 Common Girder 1 2 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:37 Page: 1 I D:6mizAsxiQtH6d 1 MuTr8VJVyxmj P-n WdwEVEgQ41 qlK? If4V8S2KFliu_U HwYC3h4nyflwe 0 v 0-3-M Camber = 3/16 in Scale = 1:61.1 54-13 9-8-5 13-11-14 18-3-0 25-9-0 30-2-9 36-6-0 5-4-13 4-3-9 4-3-9 4-3-2 7-6-0 4-5-9 6-3-7 3x6 c 2 1 21 2223 1624 4x8= 2x4n 3 12 5x8 c 4 4x8 c 3 2526 2715 28 14 29 13 30 31 32 6x8= 4x8= 7x8= 6x8= 3x4-- 6 3x6o 7 43 8 12 33 34 35 36 11 371038 3910 9 4142 4x8= 3x1011 4x8= 4x12= 4x5= 18-3-0 5 4-13 9-8-5 13-11-14 18-2-0 25-9-0 30-2-9 36-6-0 5-4-13 4-3-9 4-3-9 4-2-2 7-6-0 4-5-9 6-3-7 0-1-0 Plate Offsets (X, Y): [1:0-5-4,0-0-2], [8:0-5-4,0-0-2], [13:0-3-9,0-4-8], [15:0-3-9,0-4-4] Loading (psf) Spacing 2-0-0 CSI DEFL in floc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.11 15-16 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.33 15-16 >659 180 BCLL 0.0* Rep Stress Incr NO WB 0.79 Horz(CT) 0.05 12 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 371lb FT=20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x6 DF 1800F 1.6E G or 2x6 DF SS G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13,10-12. REACTIONS All bearings 0-5-8. except 10=0-6-0, 12=0-5-6 (input: 0-4-0) (lb) - Max Horiz 1=-73 (LC 13) Max Uplift All uplift 100 (lb) or less at joint(s) except 1=-340 (LC 4), 8=-167 (LC 9), 10=-633 (LC 9), 12=-1384 (LC 4) Max Grav All reactions 250 (lb) or less at joint (s) except 1=2290 (LC 21), 8=1016 (LC 24), 10=4156 (LC 22), 12=10079 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6505/965, 2-3=-3415/493, 3-4=-124/993, 4-5=-693/4936, 5-6=-701/4955, 6-7=-406/3090, 7-8=-763/155 BOT CHORD 1-21=-752/4786, 1-21=-752/4786, 1-22=-970/6300, 22-23=-970/6300, 16-23=-970/6300, 16-24=-970/6300, 24-25=-970/6300, 25-26=-970/6300, 26-27=-970/6300, 15-27=-970/6300, 15-28=-472/3281, 14-28=-472/3281, 14-29=-472/3281,13-29=-472/3281, 13-30=-932/201, 30-31=-932/201, 31-32=-932/201, 12-32=-932/201, 12-33=-2954/449, 33-34=-2954/449, 34-35=-2954/449,35-36=-2954/449, 11-36=-2954/449, 11-37=-2954/449, 10-37=-2954/449,10-38=-109/735, 38-39=-109/735, 39-40=-109/735, 9-40=-109/735, 9-41=-109/735, 41-42=-109/735, 8-42=-109/735, 8-43=-221/1479, 8-43=-221/1479 WEBS 6-10=-156/965, 5-12=-2768/397, 6-12=-2010/339, 4-12=-5098/763, 2-16=-175/1440, 2-15=-3245/520, 3-15=-398/2945, 3-13=-4622/707, 4-13=-523/3888, 7-10=-3792/579, 7-9=-224/1797 NOTES 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-8-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) WARNING: Required bearing size atjoint(s) 12 greater than input bearing size. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 339 lb uplift at joint 1, 166 lb uplift at joint 8, 633 lb uplift at joint 10 and 1384 lb uplift at joint 12. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 12) Use Simpson Strong -Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 19-2-15 oc max. starting at 2-0-12 from the left end to 31-9-12 to connect truss(es) AB02 (1 ply 2x4 DF), AB05A (1 ply 2x4 DF) to back face of bottom chord. 13) Use Simpson Strong -Tie LUS24 (4-SD9112 Girder, 2- SD9212 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 11-2-5 from the left end to 26-3-13 to connect truss(es) AB03 (1 ply 2x4 DF), AB04 (1 ply 2x4 DF) to back face of bottom chord. 14) Use Simpson Strong -Tie LUS24 (4-10d Girder, 2-10d Truss) or equivalent at 34-5-4 from the left end to connect truss(es) AB05 (1 ply 2x4 DF) to back face of bottom chord. 15) Fill all nail holes where hanger is in contact with lumber. 16) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-5=-68, 5-8=-68, 1-8=-14 Concentrated Loads (lb) Vert: 9=-666, 18=-573, 20=-706, 23=-573, 24=-573, 26=-573, 27=-573, 28=-992, 29=-992, 30=-992, 32=-992, 33=-992, 34=-992, 36=-992, 37=-992, 38=-853, 40=-666, 41=-666 Job Truss Truss Type Qty Ply P1-PLAN 3 AB01 Common Supported Gable 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:38 Page: 1 ID:QwJuUkl RhOrNhFv_ckoHvkyxpAT-FiBISrFSBN9gNUaUDnAEhgbYpi3Mjv23nsoFCDyflwd 24-4-5 23-10-0 L 3-10-0 7-10-0 L 23-3-12 38-6-0 L40-8-0 L42-5-01, 3 15-5-12 14-1-12 1 2-2-D 1 9 01 0-614 0-6-4 0 m 17 2-5 4x5% 10x16= 1.5x411 1.5x4n 1.5x4n 1.5x4a 1.5x4a 1.5x4n 1.5x4n 1.5x4n 1.5x411 1.5x4n 1.5x4n 6x8= 3x1011 1.5x4n 1.5x4u 1.5x4a 1.5x4a 1.5x4n 1.5x4n 1.5x411 1.5x411 1.5x4n 7x8= 5x6= 1.5x4n 3x6= 3x1011 1.5x4n MT20HS 8x12 = 24-4-5 5-2-0 L 9-2-0 L 23-3-12 L L 40-8-0 Scale = 1:78.6 14-1-12 1- 1-0-9 16-3-11 1 Plate Offsets (X, Y): [10:0-4-0,0-2-4], [17:0-4-0,Edge], [24:0-4-0,0-2-4], [28:0-2-12,0-2-0], [32:Edge,0-3-9], [52:0-3-0,0-0-9], [58:0-3-9,0-3-8], [61:0-3-9,0-3-0], [62:0-8-0,0-9-12] Loading (psf) Spacing 2-0-0 CSI DEFL in floc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.56 Vert(CT) n/a n/a 999 MT20HS 165/146 BCLL 0.0* Rep Stress Incr NO WB 0.95 Horz(CT) 0.05 44 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 288lb FT=20% LUMBER TOP CHORD 1-2=-1044/1051, 2-3=-2418/2398, WEBS 10-54=-251/193, 6-58=-358/297, TOP CHORD 2x6 DF No.2 G *Except* T4:2x4 DF No.2 G 3-4=-2122/2115, 4-5=-1975/1966, 5-59=-1951/1884, 4-60=-357/292, BOT CHORD 2x4 DF No.2 G 5-6=-3088/3074, 6-7=-2916/2901, 2-62=-1673/1467, 24-37=-283/224, WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 7-8=-2646/2631, 8-9=-2362/2349, 27-34=-318/250, 28-33=-2215/2198, Stud G *Except* W7,W6:2x4 DF No.2 G 9-10=-2178/2164, 10-11=-1938/1926, 2-61=-2010/2041, 5-58=-2490/2499, OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 11-12=-1666/1655, 12-13=-1411/1376, 28-32=-4221/4191 Stud G 13-14=-1159/1149, 14-15=-910/900, NOTES BRACING 1 5-16=-661/650, 16-17=-402/387, 1) Unbalanced roof live loads have been considered for this 18-19=-350/317, 19-20=-603/593, design. TOP CHORD Structural wood sheathing directly applied or 20-21=-854/844, 21-22=-1106/1071, 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) 4-4-3 oc purlins, except end verticals. 22-23=-1362/1351, 23-24=-1630/1618, .4psf; B Cat. BOT CHORD Rigid ceiling directly applied or 3-7-13 oc 24-25=-1876/1862, 25-26=-2053/2040, 11; Exp ; Encph;losed; erior z osedTCD; M II; Exp C; Enclosed; MWFRS (envelope) exterior zone (envelope) exterior racing. 26-27=-2317/2302, 27-28=-2632/2620, and C-C Exterior(2E) 0-0-0 to 3-10-0, Interior (1) 3-10-0 MiTek recommends that Stabilizers and 28-29=-325/340 to 23-10-0, Exterior(2R) 23-10-0 to 27-10-0, Interior (1) required cross bracing be installed during BOT CHORD 1-67=-824/920, 1-67=-526/624, 27-10-0 to 42-5-0 zone; cantilever left and right truss erection, in accordance with Stabilizer 1-68=-1005/1018, 62-68=-858/687, exposed ; end vertical left and right exposed;C-C for Installation guide. 62-69=-668/650, 61-69=-552/529, members and forces & MWFRS for reactions shown; REACTIONS All bearings 40-8-0. 61-70=-2094/2095, 60-70=-1875/1975, Lumber DOL=1.60 plate grip DOL=1.60 60-71 =-1 851/1853, 59-71=-1730/1635, 3) Truss designed for wind loads in the plane of the truss (lb) -Max Horiz 1=95 LC 12 ( ) ( ) 59-72=-1609/1611, 58-72=-148611489, only. For studs exposed to wind (normal to the face), Max Uplift All uplift 100 (lb) or less at joint(s) 58-73=-2799/2806, 57-73=-2677/2683, see Standard Industry Gable End Details as applicable, 35, 38, 39, 40, 41, 42, 44, 47, 48, 57-74=-2556/2563, 56-74=-2434/2442, or consult qualified building designer as perANSI/TPI 1. 49, 50, 51, 53, 56, 57 except 56-75=-2313/2321, 55-75=-2192/2199, 4) All plates are MT20 plates unless otherwise indicated. 1=-268 (LC 27), 32=-3047 (LC 28), 55-76=-2071/2078, 54-76=-1949/1957, 5) All plates are 2x4 MT20 unless otherwise indicated. 33=-2228 (LC 27), 34=-223 (LC 54-77=-1845/1848, 53-77=-1724/1727, 6) Gable requires continuous bottom chord bearing. 27), 36=-166 (LC 28), 37=-213 (LC 52-53=-1603/1606, 52-78=-1481/1484, 7) Gable studs spaced at 1-4-0 oc. 27), 54=-182 (LC 28), 55=-137 (LC 51-78=-1481/1484, 51-79=-1360/1363, 8) This truss has been designed fora 10.0 bottom 27), 58=-1688 LC 28 , 59=-1872 f ) 50-79=-1239/1242, 50-80=-1117/1121, tpsfhe chord live load nonconcurrent with any other live loads. (LC 27), 60=-284 (LC 27), 61=-1201 (LC 26), 62=-1462 (LC 49-80=-995/999, 49-81=-875/878, 9) * This truss has been designed for a live load of 20.Opsf 27) 48-81=-656/660, 48-82=-632/635, on the bottom chord in all areas where a rectangle 47-82=-504/507, 47-83=-389/393, 3-06-00 tall by 2-00-00 wide will fit between the bottom Max Grav All reactions 250 (lb) or less at joint 46-83=-257/260, 42-43=-336/339, chord and any other members, with BCDL = 7.Opsf. (s) 35, 36, 38, 39, 40, 41, 42, 44, 42-86=-360/364, 41-86=-579/582, 10) A plate rating reduction of 20% has been applied for the 45, 46, 47, 48, 49, 50, 51, 53, 55, 41-87=-699/703, 40-87=-821/825, green lumber members. 56, 57 except 1=370 (LC 26), 40-88=-943/946, 39-88=-1064/1067, 11) Provide mechanical connection (by others) of truss to 32=3247 (LC 25), 33=2292 (LC 39-89=-1185/1188, 38-89=-1307/1310, bearing plate capable of withstanding 100 lb uplift at joint 26), 34=315 (LC 26), 37=302 (LC 38-90=-1426/1431, 37-90=-1549/1552, (s) 47, 48, 49, 50, 51, 53, 56, 57, 44, 42, 41, 40, 39, 38, 26), 54=269 (LC 25), 58=1772 (LC 37-91 =-1 651/1656, 36-91 =-1 772/1780, 35 except (jt=lb) 32=3046, 1=268, 54=181, 55=137, 25), 59=1968 (LC 26), 60=386 (LC 36-92=-1797/1901, 35-92=-2015/2022, 58=1688, 59=1872, 60=283, 61=1201, 62=1462, 26), 61=1199 (LC 27), 62=1746 35-93=-2136/2142, 34-93=-2234/2265, 37=212, 36=166, 34=223, 33=2228. (LC 26) 34-94=-2379/2386, 33-94=-2500/2508, 12) This truss is designed in accordance with the 2018 FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 33-95=-2684/2691, 32-95=-2867/2875 International Building Code section 2306.1 and (lb) or less except when shown. referenced standard ANSI/TPI 1. Continued on page 2 Job Truss Truss Type Qty Ply P1-PLAN 3 AB01 Common Supported Gable 1 1 Job Reference (optional) Builder FirstSource, user 13) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 14) This truss has been designed for a total seismic drag load of 7400 lb. Lumber DOL=(1.33) Plate grip DOL= (1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 40-8-0 for 182.0 plf. 15) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 16) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:38 Page: 2 ID:QwJuUkl RhOrNhFv_ckoHvkyxpAT-FiBISrFSBN9gNUaUDnAEhgbYpi3Mjv23nsoFcDyflwd Job Truss Truss Type Qty Ply P1-PLAN 3 AB02 Common 5 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:40 Page: 1 I D:vn97nVIC?AbaBdkv8UZKDfyxpGK-05J3tXGfl?POcoktLCCim5gp9WgrBxzMEAHLh6yflwb 7-10-12 14-8-3 21-5-4 23-10-0 32-1-4 40-8-0 1,42-5-01 7-10-12 6-9-8 6-9-1 8-3-3 8-6-12 1-9-0 5x8= 1.5x4n 6 c? co 3-E _ sxti= 3x6= 3x6= 4x8= 3x6= 3x10= 3x10= 21-5-4 11-5-1 21-2-0 30-10-14 40-8-0 11-5-1 9-9-0 ii 9-5-9 0-3-4 Camber = 5/8 in Scale = 1:73.6 2-5 Plate Offsets (X, Y): [1:0-1-6,Edge], [3:0-2-8,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in floc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.33 15-18 >784 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.92 15-18 >278 180 BCLL 0.0* Rep Stress Incr NO WB 0.41 Horz(CT) 0.03 13 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 187 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G *Except* W6,W8:2x4 DF No.2 G BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 1-15. WEBS 1 Row at mid t 6-13, 7-10, 4-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=560/ Mechanical, (min. 0-1-8), 10=651/0-5-8, (min. 0-1-8), 13=2428/0-5-8, (min. 0-2-12) Max Horiz 1=94 (LC 16) Max Uplift 1=-81 (LC 8), 10=-178 (LC 9), 13=-254 (LC 8) Max Grav 1=617 (LC 27), 10=787 (LC 26), 13=2595 (LC 2) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-1270/206, 2-19=-1232/221, 2-3=-627/72, 3-4=-529/74, 4-20=-147/1293, 5-20=-126/1339, 5-6=-90/1304, 6-21=-564/239, 7-21=-642/223, 8-10=-430/194 BOT CHORD 1-23=-122/610, 1-23=-122/610, 1-24=-254/1209,15-24=-254/1209, 13-26=-749/183, 12-26=-749/183, 12-27=-749/183, 11-27=-749/183, 11-28=-159/699, 28-29=-159/699, 10-29=-159/699 WEBS 6-13=-1449/236, 6-11=-188/1312, 7-11=-554/192, 7-10=-607/138, 5-13=-370/123,2-15=-806/234, 4-15=-30/897, 4-13=-1295/258 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 4-0-13, Interior (1) 4-0-13 to 23-10-0, Exterior(2R) 23-10-0 to 27-10-13, Interior (1) 27-10-13 to 42-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.Opsf. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 lb uplift at joint 1, 254 lb uplift at joint 13 and 178 lb uplift at joint 10. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 10) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-6=-68, 6-8=-68, 8-9=-68, 13-16=-14, 13-29=-24, 10-29=-14 Job Truss Truss Type Qty Ply P1-PLAN 3 AB03 Monopitch 8 1 Job Reference (optional) Builder FirstSource, user Camber= 1/2 in Scale = 1:71 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:40 Page: 1 I D:DTRTCDZ?3Ag5p5QsiBMD_Ayxn2Y-05J3tXGp?POcoktLCCim5grU W grBu9MEAH Lh6yflwb 21-2-0 5-7-14 1%2-7 14-8-10 2%0-4 5-7-14 _10 5-3-10 1-1-12 [ 5-0-1 �� 6x8 c 1.5x4 n 20 12 11 21 10 22 23 24 925 3x10= 3x4= 3x6= 3x10= 3x4n 3x4n 6x8n 10x16= 6x8= 21-2-0 8-0-15 10-0-0 14-8-10 20-0-4 8-0-15 1-11-1 4-8-10 5-3-10 1-1-12 Plate Offsets (X, Y): [1:0-1-2,Edge], [5:0-2-8,0-1-8], [7:0-2-15,0-3-0], [10:0-3-4,0-1-8], [13:0-8-0,0-3-12] Loading (psf) Spacing 2-3-12 CSI DEFL in floc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.22 10-12 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.72 10-12 >348 180 BCLL 0.0* Rep Stress Incr NO WB 0.59 Horz(CT) 0.09 8 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 118 lb FT = 20% LUMBER 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) TOP CHORD 2x4 DF No.2 G Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. BOT CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G II; Exp C; Enclosed; MWFRS (envelope) exterior zone *Except* B3:2x6 DF No.2 G and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 21-0-4 zone; cantilever left and right exposed ; end Stud G *Except* W9:2x4 DF No.2 G, vertical left and right exposed;C-C for members and W5,W6,W7:2x4 DF 2400F 2.0E G forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 BRACING 2) 80.01b AC unit load placed on the bottom chord, 17-10-7 TOP CHORD 2-0-0 oc purlins (3-1-1 max.), except end from left end, supported at two points, 3-0-0 apart. verticals 3) This truss has been designed for a 10.0 psf bottom (Switched from sheeted: Spacing > 2-0-0). chord live load nonconcurrent with any other live loads. BOT CHORD Rigid ceiling directly applied or 9-6-9 oc 4) * This truss has been designed for a live load of 20.Opsf bracing. on the bottom chord in all areas where a rectangle JOINTS 1 Brace at Jt(s): 7, 3-06-00 tall by 2-00-00 wide will fit between the bottom 13 chord and any other members. REACTIONS (lb/size) 1=1008/ Mechanical, (min. 0-1-8), 5) A plate rating reduction of 20% has been applied for the 8=1064/ Mechanical, (min. 0-1-8) green lumber members. Max Horiz 1=240 (LC 11) 6) Refer to girder(s) for truss to truss connections. Max Uplift 1=-122 (LC 8), 8=-94 (LC 12) 7) Provide mechanical connection (by others) of truss to FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 bearing plate capable of withstanding 122 lb uplift at joint (lb) or less except when shown. 1 and 94 lb uplift at joint 8. TOP CHORD 1-17=-3114/385, 2-17=-3086/397, 8) This truss is designed in accordance with the 2018 2-3=-2606/287, 3-4=-1296/144, International Building Code section 2306.1 and 4-5=-1235/155, 5-18=-253/1286, referenced standard ANSI/TPI 1. 6-18=-230/1348, 6-7=-172/1140, 9) This truss has been designed for a moving concentrated 7-8=-342/2442 load of 6.01b dead located at all mid panels and at all BOT CHORD 1-19=-216/1088, 1-19=-216/1088, panel points along the Bottom Chord, nonconcurrent with 1-20=-493/2999, 12-20=-493/2999, any other live loads. 11-12=-341/2118, 11-21=-341/2118, 10) Graphical purlin representation does not depict the size 10-21=-341/2118, 10-22=-190/1210, or the orientation of the purlin along the top and/or 22-23=-190/1210, 23-24=-190/1210, bottom chord. 9-24=-190/1210, 9-25=-184/1131, 11) This truss is designed for a creep factor of 3.01, which is 8-25=-184/1131 used to calculate the Vert(CT) deflection perANSI/TPI 1. WEBS 5-10=0/521, 5-13=-2465/326, 2-12=-581/177, LOAD CASE(S) Standard 3-12=-29/598, 3-10=-1044/202, 9-13=-44/795, 6-13=-575/213, 7-13=-2762/378, 8-13=-4220/551 NOTES Job Truss Truss Type Qty Ply P1-PLAN 3 AB04 Monopitch 1 1 Job Reference (optional) Builder FirstSource, user Camber= 1/2 in Scale = 1:117.6 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:41 Page: 1 I D:gDOEICNcUcstHazW DaZQl3yxoB5-gHtR4tH LU IXFEyl3uwkxJ ID?lw_RwGn WTq 1 vDYyflwa 22-7-12 21-9-1 8-8-3 L 14-8-10 20-0-3 2L-0�23-10-0 31-5-2 39-0-1 43-8-0 45-5-0 8-8-3 �� 6-0-7 5-3-9 1-0-1 1-2-4 7-7-2 ��� 7-6-15 4-7-15 1-9-01 0-8-13 0-10-11 N I I .5x4n L 5-0-0 1.5x4n _ 3x6� 5x6= 3x6% 1.5x4n7 8 9 6 3x6-- 3 j 4 1.5�On3x6o 312 34 11 — 3x4. 1 3x4, cb 2 3 13 12 5 446 3 3 1 1 6 9 19 1 3 1 10 n� 37 38 2(2539 40 4124 � gt 1 7 17 48 16 49 2x4n o 6 3x10= 1.5x4n MT20HS 10x20= 4x5= 3x4= 3x6= 4x5= 7x10n 4x12= 5x6= 10x16= 5x6= 3S� 1.5x4n 22-7-12 22-6-12 21-7-4 5-8-3 14-8-10 21-2-0 L 14-0-0 20-0-3 L u 26-0-0 L 31-5-2 39-0-1 43-8-0 L 8-8-3 5r�` f rt 4 0-8-10 1-1-13 7� 41 0-5-4 0-11-8 0-1-0 Plate Offsets (X, Y): [1:0-1-6,Edge], [23:0-2-12,0-2-0], [26:0-3-12,0-5-0], [28:0-8-0,0-4-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.25 27-31 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.74 27-31 >343 180 MT20HS 165/146 BCLL 0.0* Rep Stress Incr YES WB 0.95 Horz(CT) -0.10 19 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 241lb FT=20% LUMBER 9 BOT CHORD 1-36=-157/970, 1-36=-157/970, TOP CHORD 2x4 DF No.2 G 1-37=-339/2403, 27-37=-339/2403, BOT CHORD 2x4 DF N0.2 G *Except* B2:2x6 DF 1800F 27-38=-339/2403, 26-38=-339/2403, 1.6E G or 2x6 DF SS G 25-26=-333/2388, 25-39=-110/1029, WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 39-40=-110/1029, 40-41 =-1 10/1029, Stud G *Except* W12:2x4 DF No.2 G, 24-41 =-1 10/1029, 24-42=-103/940, W5,W8,W7:2x4 DF 1800F 1.6E G or 2x4 DF 23-42=-103/940, 17-48=-239/1511, No.1 &Btr G 16-48=-239/1511 BRACING WEBS 2-27=0/329, 10-17=-573/192, TOP CHORD Structural wood sheathing directly applied or 9-17=-220/1344, 12-17=-324/59, 2-2-0 oc purlins, except end verticals. 9-19=--253/113,-25=0/-250/1522, 2-25=-1455/242, BOT CHORD Rigid ceiling directly applied or 2-2-0 oc 4-19=-847/129, , 24-28/356 4-28=-1857/212, 24-28=-56/1582, bracing. 7-21=-59/559, 22-23=-292/2406, WEBS 1 Row at mid t 2-25 6-22=-136/915, 23-28=-3678/396, MiTek recommends that Stabilizers and 6-28=-1934/248 required cross bracing be installed during NOTES truss erection, in accordance with Stabilizer 1) Unbalanced roof live loads have been considered for this Installation guide. design. 2) Wind: ASCE 7-16• VuIt=110mp h (3-second ust) REACTIONS All bearings 0-5-4. except 15=0-5-8, 19=0-5-8, Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 1=M nical Mecha (lb) - Max echaHoriz cal (LC 16) II; Exp C; Enclosed; MWFRS (envelope) exterior zone Max Uplift All uplift 100 (lb) or less at joint(s) 0 (lb) r le and C-C Exterior(2E) 0-0-0 to 4-4-6, Interior (1) 4-4-6 to 23-10-0, Exterior(2R) 23-10-0 to 28-2-6, Interior (1) except 19 except 8), 15=-211 , 15=-26 I=-11=-758 28-2-6 to 45-5-0 zone; cantilever left and right exposed ; (LC 9), (LC 2), end vertical left and right exposed;C-C for members and (LC 8) re Max Grav All reactions 250 (Ib) or less at joint 50 (b or l forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 (sl except except27), 3) 80.01bAC unit load placed on the bottom chord, 17-4-0 15=101x 2), 19=1338 (LC 2), from left end, supported at two points, 3-0-0 apart. 22=1511 (LC 2) 4) All plates are MT20 plates unless otherwise indicated. FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 5) This truss has been designed for a 10.0 psf bottom (lb) or less except when shown. chord live load nonconcurrent with any other live loads. TOP CHORD 1-32=-2507/363, 2-32=-2472/380, 6) * This truss has been designed for a live load of 20.Opsf 2-3=-1116/220, 3-4=-1038/222, 4-33=-42/853, on the bottom chord in all areas where a rectangle 5-33=-23/898, 5-6=0/804, 9-34=-1240/391, 3-06-00 tall by 2-00-00 wide will fit between the bottom 10-34=-1300/373, 10-11=-1192/314, chord and any other members, with BCDL = 7.Opsf. 11-12=-1288/297, 12-35=-1528/285, 7) A plate rating reduction of 20% has been applied for the 13-35=-1585/268, 13-15=-952/254 green lumber members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 19 except Qt=lb) 22=155, 21=757, 15=211, 1=118. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 12) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 3 AB05 Common 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:41 Page: 1 ID:tiCsFya6Ms8BM WmeE6bvAByxp?m-gHtR4tHLU IXFEyl3uwkxJ IDyUwzVwHOWTq 1 vDYyflwa 23-10-0 8-8-3 14-8-10 18-8-3 22-7-12 31-5-2 39-0-1 43-8-0 45-5-0 8-8-3 6-0-7 3-11-9 3-11-9 7-7-2 7-6-15 4-7-15 1-9-0 1-2-5 5x8= 1.5x4 n L/ LV LO lu 10 L5 17 au 10IJL IZ) 0a I'# J4 2x411 3x10= 1.5x411 4x12= 3x10= 3x6= 5x10= 4x5= 3x6= 22-7-12 L 8-8-3 -0-10 22-4-0 I,L 31-5-2 39-0-1 I, 380 1L 68 L 8-9-6 7-6-15 48-8 0-3-11 Camber = 7/16 in Scale = 1:78.1 Plate Offsets (X, Y): [1:0-1-6,Edge] Loading (psf) Spacing 2-3-12 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.25 20-23 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.71 20-23 >384 180 BCLL 0.0* Rep Stress Incr NO WB 0.87 Horz(CT) 0.03 17 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 211 lb FT = 20% LUMBER 1) Unbalanced roof live loads have been considered for this TOP CHORD 2x4 DF No.2 G design. BOT CHORD 2x4 DF No.2 G 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. Stud G *Except* W8:2x4 DF No.2 G II; Exp C; Enclosed; MWFRS (envelope) exterior zone BRACING and C-C Exterior(2E) 0-0-0 to 4-4-6, Interior (1) 4-4-6 to TOP CHORD 2-0-0 oc purlins (2-7-9 max.), except end 23-10-0, Exterior(2R) 23-10-0 to 28-2-6, Interior (1) verticals 28-2-6 to 45-5-0 zone; cantilever left and right exposed ; (Switched from sheeted: Spacing > 2-0-0). end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber BOT CHORD Rigid ceiling directly applied or 5-0-6 oc DOL=1.60 plate grip DOL=1.60 bracing. 3) This truss has been designed for a 10.0 psf bottom WEBS 1 Row at micipt 7-17, 2-19 chord live load nonconcurrent with any other live loads. REACTIONS (lb/size) 1=670/ Mechanical, (min. 0-1-8), 4) * This truss has been designed for a live load of 20.Opsf 13=708/0-5-4, (min. 0-1-8), on the bottom chord in all areas where a rectangle 17=2897/0-5-8, (min. 0-3-5) 3-06-00 tall by 2-00-00 wide will fit between the bottom Max Horiz 1=106 (LC 16) chord and any other members, with BCDL = 7.Opsf. Max Uplift 1=-107 (LC 12), 13=-204 (LC 9), 5) A plate rating reduction of 20% has been applied for the 17=-260 (LC 8) green lumber members. Max Grav 1=747 (LC 27), 13=863 (LC 26), 6) Refer to girder(s) for truss to truss connections. 17=3125 (LC 2) 7) Provide mechanical connection (by others) of truss to FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 bearing plate capable of withstanding 107 lb uplift at joint (lb) or less except when shown. 1, 204 lb uplift at joint 13 and 260 lb uplift at joint 17. TOP CHORD 7-24=-532/468, 8-24=-614/415, 8) This truss is designed in accordance with the 2018 8-9=-468/475, 9-10=-598/443, International Building Code section 2306.1 and 10-25=-1086/262, 11-25=-1164/243, referenced standard ANSI/TPI 1. 11-13=-830/219, 1-35=-1600/244, 9) This truss has been designed for a moving concentrated 2-35=-1559/264, 2-3=-212/259, 3-4=-97/2631 load of 6.01b dead located at all mid panels and at all 4-5=-181/261, 5-36=-136/1674, panel points along the Bottom Chord, nonconcurrent with 6-36=-126/1732, 6-7=-98/1713 any other live loads. BOT CHORD 1-26=-152/749, 1-26=-152/749, 10) Graphical purlin representation does not depict the size 1-27=-294/1519, 20-27=-294/1519, or the orientation of the purlin along the top and/or 20-28=-294/1519, 19-28=-294/1519, bottom chord. 18-19=-920/207, 18-29=-920/207, 11) This truss is designed for a creep factor of 3.01, which is 17-29=-920/207, 17-30=-1298/279, used to calculate the Vert(CT) deflection perANSI/TPI 1. 16-30=-1298/279, 16-31=-1298/279, LOAD CASE(S) Standard 31-32=-1298/279, 15-32=-1298/279, 15-33=-221/1094,14-33=-221/1094 WEBS 7-15=-271/1752, 2-20=0/331, 8-15=-664/222, 11-14=-224/1126, 7-17=-1790/309, 4-19=-346/121,2-19=-1539/266, 5-19=-186/1306, 5-17=-1131/233, 10-15=-792/123 NOTES Job Truss Truss Type Qty Ply P1-PLAN 3 AB05A Common 3 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:42 Page: 1 I D:tiCs Fya6Ms8 BM W meE6bvAByxp?m-g HtR4tH L U IXFEyl3uwkxJ I D?rw09W F I W Tq 1 vDYyflwa 23-10-0 -10 �L 20-0-3 L 22-7-12 L 31-5-2 395 380 595O 188-88-33 687 � 11-2-5 7-7-2 t t5-0-0 5x8= 3x6 c 4x5 e 1.5x4n 6 7 275 28 1.5x4n 12 3x6c 8 3x6, 3 r 34 9 3x4 c c? 2 v 1 26 rn 6 N 130 -3-� 31 21 32 20 33 34 18 35 17 36 16738 15 39 3x10= 1.5x411 4x12= 4x5= 4x8n 4x12= 3x6= 4x12= 4x5= 3x6= 3x4_- 10 t:Ef�l 2 -3-1 13 0-3-� 14 40 4x5= 2x4n 16-0-0 22-7-12 L 8--8--33 14-8-10 I, 20-0-3 .22-4-0.1 26-0-0 1-5-2 379-6--0159 I, 3-8-071I. 6 3L 35-0-7 �' 214 1-3-6 0-3-11 Camber = 7/16 in Scale = 1:81.1 Plate Offsets (X, Y): [1:0-1-6,Edge], [22:0-5-12,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.24 21-25 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.69 21-25 >396 180 BCLL 0.0* Rep Stress Incr YES WB 0.98 Horz(CT) 0.05 17 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 229 lb FT = 20% LUMBER TOP CHORD BOT CHORD WEBS BRACING TOP CHORD BOT CHORD WEBS WEBS 7-15=-226/1514, 2-21=0/322, 2x4 DF No.2 G 2-20=-1432/234, 4-20=0/560, 8-15=-575/192, 2x4 DF No.2 G *Except* B2:2x6 DF No.2 G 10-15=-638/92, 11-14=-206/998, 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 6-17=-107/885, 4-22=-2854/318, Stud G *Except* W10:2x4 DF No.2 G 5-22=-383/116, 17-22=-2339/277, 6-22=-1909/211. 7-17=-1521 /256 Structural wood sheathing directly applied or 3-5-8 oc purlins, except end verticals. Rigid ceiling directly applied or 5-8-14 oc bracing. 1 Row at midpt 2-20, 4-22 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=6331 Mechanical, (min. 0-1-8), 13=651/0-5-4, (min. 0-1-8), 17=2493/0-5-8, (min. 0-2-14) Max Horiz 1=91 (LC 16) Max Uplift 1=-91 (LC 12), 13=-184 (LC 9), 17=-130 (LC 8) Max Grav 1=704 (LC 27), 13=760 (LC 26), 17=2685 (LC 2) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-26=-1642/203, 2-26=-1607/221, 2-3=-348/138, 4-27=-244/2887, 5-27=-224/2895, 5-6=-199/2824, 6-7=-35/1354, 7-28=-503/306, 8-28=-574/288, 8-9=-447/284, 9-10=-560/256, 10-29=-974/239, 11-29=-1033/223, 11-13=-730/199 BOT CHORD 1-30=-129/717, 1-30=-129/717, 1-31 =-247/1564, 21-31 =-247/1564, 21-32=-247/1564, 20-32=-247/1564, 19-20=-127/277, 19-33=-125/274, 33-34=-126/273, 18-34=-128/271, 17-36=-995/191, 16-36=-995/191, 16-37=-995/191, 37-38=-995/191, 15-38=-995/191, 15-39=-203/974, 14-39=-203/974 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 4-4-6, Interior (1) 4-4-6 to 23-10-0, Exterior(2R) 23-10-0 to 28-2-6, Interior (1) 28-2-6 to 45-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 80.01b AC unit load placed on the bottom chord, 17-4-0 from left end, supported at two points, 3-0-0 apart. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 lb uplift at joint 1, 184 lb uplift at joint 13 and 130 lb uplift at joint 17. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 3 AB06 Common Structural Gable 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:42 Page: 1 ID: WGQxKWr9spTUc3WxzMi4ecyxogm-BTQpHDIzFcf6r5tGSd FArW mDBJNeflMfiU mSlyflwZ 24-4-5 23-10-0 23-3-12 8-8-3 16-3-1 L 22-7-12 I, I, I, I, 29-2-0 L 31-5-2 I. 34-1%7 I, 39-0-1 43-8-0 145-5-0� 8-8-3 7-6-15 6-4-10 4-9-12 1 2-3-2 4 _ 1 s o1 0-8-0 0-6-4 0-6-4 6x8- 312 2x4n 2x4n 2x4n 2x4n 2x4n 3 2x4n 4x5- 2x4u 72 2 S S OS 1; 5x8 - 4x8= 2x4n 2x4n mx5� 2x4n 2x4n 2d41 2x4n 2x4n 2x6; 4x5- 2x4n 5 6 7 2x4n 2x4n 2x4n 73 74 2x4n 4x8, 4 8 2x4u S 4 S 3 S 6g 1 9 10 8 0 S 5 6 S 2 3S S 15 2x4n S S 5XA 11 6 2365228621872088198918 17 90 16 91 2x4n 4x12= 2x4n 2x4n 2x4n 3x6= 3x10= 5x6= 2x4n 2x6n 2x4n 2x4n 3x4-- 11 75 4x8, 1 12 13 1-3-� 15 92 14 6x8= 2x6rr Camber =3/16irl 8-8-3 L 1%3-1 22-7-12 31-5-2 L 39-0-1 43-8-0 Scale = 1:78.5 8-8-3 7-6-15 6-4-11 8-9-6 7-6-151 Plate Offsets (X, Y): [45:0-10101 0 0],1[2]0[ 4- ,Edg1]0[90.0- 1 7,Edge], [12:0-3-3,0-2-0], [15:0-3-9,0-3-0], [18:0-3-12,0-2-0], [23:0-2-12,0-3-4], [23:0-0-9,0-2-9], [33:0-2-4,0-2-0], Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.09 16-18 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.26 16-18 >949 180 BCLL 0.0* Rep Stress Incr NO WB 0.80 Horz(CT) 0.08 14 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 337lb FT=20% LUMBER TOP CHORD 2x6 DF N0.2 G *Except* T4:2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G *Except* W11:2x4 DF No.2 G, W14,W13,W8:2x6 DF No.2 G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-4-0 oc bracing. WEBS 1 Row at micipt 2-23, 4-18 JOINTS 1 Brace at Jt s : 33 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 22-9-8. except 14=0-5-4 (lb) - Max Horiz 1=93 (LC 12) Max Uplift All uplift 100 (lb) or less at joint(s) 22, 25, 28, 29, 31 except 1=-655 (LC 27), 14=455 (LC 28), 18=-666 (LC 28), 19=-191 (LC 3), 23=-353 (LC 27), 27=-669 (LC 27), 30=-149 (LC 29) Max Grav All reactions 250 (lb) or less at joint (s) 19, 20, 21, 22, 24, 25, 26, 28, 29, 30 except 1=780 (LC 26), 14=1184 (LC 25), 18=1847 (LC 25), 23=618 (LC 26), 27=1047 (LC 26), 31=335 (LC 29) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-72=-2717/2863, 2-72=-2357/1738, 2-3=-3104/3117,3-4=-1789/2104, 4-73=-2673/2782, 5-73=-1927/1735, 5-6=-1381/1424, 6-7=-1151/1342, 7-74=-1554/902, 8-74=-797/294, 8-9=-690/146,9-10=-1133/531, 10-11 =-1 928/945, 11-75=-1648/655, 12-75=-2212/1142,12-14=-1148/462 BOT CHORD 1-76=-1841/2049, 1-76=-1267/1477, 1-77=-2466/2426, 31-77=-2112/1788, 31-78=-1757/1717, 30-78=-1513/1483, 30-79=-1289/1249, 29-79=-1055/1015, 29-80=-821/781, 28-80=-577/547, 28-81=-353/283, 26-82=-399/359, 25-82=-587/546, 25-83=-867/827, 24-83=-1101/1061, 24-84=-1830/1790, 23-84=-2564/2524, 23-85=-1046/999, 22-85=-1414/1368, 22-86=-1584/1554, 21-86=-1882/1836, 21-87=-2116/2070, 20-87=-2350/2304, 20-88=-2584/2538, 19-88=-2818/2772,19-89=-3078/3031, 18-89=-3337/3290, 17-18=-2047/2392, 17-90=-2047/2392, 16-90=-2047/2392, 16-91=-1118/2127, 15-91=-1118/2127 WEBS 2-27=-1039/667, 4-23=-995/822, 16-32=-421/144, 8-32=-441/148, 2-23=-1578/1560, 7-33=-136/989, 16-33=-1141878, 11-16=-710/605, 11 -1 5=-407/320, 12-15=-1129/2107, 5-18=-806/248, 4-18=-1164/1068, 10-32=-490/144, 32-33=-572/158, 18-69=-732/187, 33-69=-642/171, 7-69=-363/71 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 4-4-6, Interior (1) 4-4-6 to 23-10-0, Exterior(2R) 23-10-0 to 28-2-6, Interior (1) 28-2-6 to 45-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 22, 25, 29, 31 except Qt=lb) 1=654, 14=455, 27=669, 23=352, 18=665, 19=190, 30=149. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 12) This truss has been designed for a total seismic drag load of 8000 lb. Lumber DOL=(1.33) Plate grip DOL= (1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 22-9-8 for 351.0 plf. 13) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 3 AC01 Common 5 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:45 Page: 1 ID:MgaW6YFYgt2_PVPgGw9yghyxp5M-Y26ywEKrYX1 hiZcr7motT8OhHXQRSDh5OS?6MJyHwW M A 0-3-1 Camber = 3/8 in Scale = 1:49.2 -1-9-0 6-10-13 12-8-0 21-4-0 23-1-0 1-9-0 6-10-13 5-9-3 8-8-0 1-9-0 4x8= 312 1.5x4,, 14 15 MT20HS 8x12 = 3 16 5 6 2 17 W5 1- 15 7 18 10 9 19 8 20 3x6 0 3x4= 3x4= 4x6= 2x4n 9-2-10 I, 15-10-12 21-4-0 I, 9-2-10 6-8-2 5-5-4 Plate Offsets (X, Y): [2:0-5-1,0-1-8], [5:Edge,0-5-3] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.14 10-13 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.50 10-13 >503 180 MT20HS 165/146 BCLL 0.0* Rep Stress Incr YES WB 0.38 Horz(CT) 0.07 7 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 90 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G *Except* W5:2x4 DF No.2 G BRACING 6) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. 7) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc racing. MiTek recommends that Stabilizers and 8) required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 9) REACTIONS (lb/size) 2=987/0-5-8, (min. 0-1-8), 7=999/0-5-8,(min. 0-1-8) Max Horiz 2=60 (LC 16) 1 0) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. A plate rating reduction of 20% has been applied for the green lumber members. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 141 lb uplift at joint 7 and 163 Ib uplift at joint 2. This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. This truss has been designed for a moving concentrated load of 6.011b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. )AD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 3 ACO2 Common Supported Gable 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:45 Page: 1 ID:9iVMtHeBkuJF?XoegjBdOkyxp1_-Y26ywEKrYX1 hiZcr7motT8OmRXYosHC50S?6MJyflwW 13-2-5 12-8-0 -1-9-0 12-1-12 21-4-0 �23-1-0 1-9-0 12-1-12 8-1-11 1-9-0 '1 0-6-4 0-6-4 0 0.1 4x6= 2x4no 2x4n 2x4u 2x4n 4ii 3�2 2x4n 2x4n 2x4u 9 10 11 2x4n 2x4u 3x6u 2x4 117 4138 B 1$1 13 2x4 u 4x6 e 4x6 � 2x4 11 6 14 5 d 3x4= 4 S S r S S 15 1Q718 M 3 S S N S S S 19 � 2 42 l 1-3F15 0-3 11 n 1 R9 n 120 43 34 44 33 45 32 46 3147 30 48 29t9'_8502T126 52 25 53 24 54 23 55 22 56 21 3x4= 5x6= 3x4 n 13-2-5 12-1-12 21-4-0 12-1-12 8-1-11 Scale = 1:62 1-0-9 Plate Offsets (X, Y): [2:0-1-14,Edge], [29:0-3-0,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.19 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.09 Horz(CT) -0.01 20 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 115lb FT=20% LUMBER BOT CHORD 2-42=-246/252, 2-43=-750/757, 12) This truss has been designed for a moving concentrated TOP CHORD 2x4 DF No.2 G *Except* T2,T3:2x6 DF No.2 34-43=-682/673, 34-44=-599/590, load of 6.01b dead located at all mid panels and at all G 33-44=-568/559, 33-45=-533/521, panel points along the Bottom Chord, nonconcurrent with BOT CHORD 2x4 DF No.2 G 32-45=-505/496, 32-46=-474/465, any other live loads. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 31-46=-418/409, 31-47=-411/402, 13) This truss has been designed for a total seismic drag Stud G 30-47=-380/346, 30-48=-349/340, load of 1000 lb. Lumber DOL=(1.33) Plate grip DOL= OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 29-48=-315/306, 29-49=-286/277, (1.33) Connect truss to resist drag loads along bottom Stud G 28-49=-252/243 chord from 0-0-0 to 21-4-0 for 46.9 plf. WEBS 4-34=-292/79 14) This truss is designed for a creep factor of 3.01, which is BRACING NOTES used to calculate the Vert(CT) deflection perANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. 1) Unbalanced roof live loads have been considered for this LOAD CASE(S) Standard BOT CHORD Rigid ceiling directly applied or 6-0-0 oc design. racing. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. MiTek recommends that Stabilizers and 11; Exp C; Enclosed; MWFRS (envelope) exterior zone required cross bracing be installed during and C-C Exterior(2E) -1-9-0 to 1-1-4, Interior (1) 1-1-4 to truss erection, in accordance with Stabilizer 12-8-0, Exterior(2R) 12-8-0 to 15-8-0, Interior (1) 15-8-0 Installation guide. to 23-1-0 zone; cantilever left and right exposed ; end REACTIONS All bearings 21-4-0. vertical left and right exposed;C-C for members and (lb) -Max Horiz 2=59 (LC 16), 37=59 (LC 16) forces & MWFRS for reactions shown; Lumber DOL=1.es plate grip DOL=a.60 Max Uplift All uplift 100 (lb) or less atjoint(s) 3) Truss designed for wind loads in the plane of the truss 22, 23, 24, 25, 26, 29, 30, 31, 32, 22, only. For studs exposed to wind (normal to the face), 34 except 2=-117 (30 21, 33, 34 a ce (LC=-457), see Standard Industry Gable End Details as applicable, 28), 21 25), 20=-337=-117 or consult qualified building designer as perANSI/TPI 1. 37 (LC 28) 4) All plates are 1.5x4 MT20 unless otherwise indicated. Max Grav reactions 250 (lb) or less at joint reactionslb) r l at 5) Gable requires continuous bottom chord bearing. (sl 24, 25, 28, (s) 2, 3, 4, 6) Gable studs spaced at 1-4-0 oc. 1, 32, except 2=336 (LC 7) This truss has been designed for a 10.0 psf bottom 26), (LC 25), 2= 394 (LC , 21=39 chord live load nonconcurrent with any other live loads. 26), 34=585 (LC 1), (LC 28) 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 3-06-00 tall by 2-00-00 wide will fit between the bottom (lb) or less except when shown. chord and any other members. TOP CHORD 2-3=-763/765, 3-4=-616/743, 4-5=-618/602, 9) A plate rating reduction of 20% has been applied for the 5-6=-546/544, 6-7=-482/484, 7-40=-418/420, green lumber members. 8-40=-355/370, 8-9=-357/357, 10) Provide mechanical connection (by others) of truss to 9-10=-280/274, 18-20=-367/234 bearing plate capable of withstanding 100 lb uplift at joint (s) 29, 30, 31, 32, 33, 34, 26, 25, 24, 23, 22 except Qt=lb) 20=360, 2=117, 21=456, 2=117. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Job Truss Truss Type Qty Ply P1-PLAN 3 AD01 Roof Special 3 1 Job Reference (optional) Builder FirstSource, user n o O u) N 99 N � u) v Camber = 1/16 in Scale = 1:78.7 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:45 Page: 1 ID:UCNKMy6FGJARo2L37?iRKuyxnea-Y26ywEKrYX1 hiZcr7motT801BXUMsDh50S?6MJyHwW 22-6-0 0-5-10 22-0-6 L L 7-10-11 1� 2-6-3 I, 15-0-9 t 19 4-3 t 21-10-9 t 7-5-1 4-7-8-8 2 6 6 2 6 6 111 0-5-10 0-1-12 0-5-10 4x12= 1 12 'Its 21 22 11 10 23 9 24 8 25 7 4x6= 3x4= 3x4= 3x6= 1.5x4n 2x6n 6x8= 4x6= 0-7-6 0-5-4 22-6-0 I, J 7-10-11 1� 0-5-0 15-0-9 t 19 4-3 t 22-0-6 I, t 7-3-4 2-6-5-5 1 0-5-4 0-5-10 0-2-3 Plate Offsets (X, Y): [1:0-6-7,0-2-0], [6:0-4-8,0-1-15], [12:0-3-9,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in floc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.07 11-12 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.17 11-12 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.38 Horz(CT) 0.03 19 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 157 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G *Except* W5,W3,W7:2x4 DF No.2 G, W1,W11:2x6 DF No.2 G BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-2-3 oc bracing. WEBS 1 Row at micipt 4-11, 2-12 JOINTS 1 Brace at Jt s : 15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 0-1-8. except 19=0-5-8, 20=0-5-8 (lb) - Max Horiz 16=-165 (LC 19), 20=210 (LC 20) Max Uplift All uplift 100 (lb) or less at joint(s) 7, 12 except 16=-352 (LC 9), 19=-337 (LC 10), 20=-147 (LC 9) Max Grav All reactions 250 (lb) or less at joint (s) 19 except 7=478 (LC 2), 12=807 (LC 2), 16=505 (LC 10), 20=449 (LC 19) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-838/372, 3-4=-845/370, 4-5=-857/460, 5-6=-859/457, 1-16=-664/524, 7-20=-368/202, 6-20=-368/202 BOTCHORD 12-21 =-489/932, 21-22=-489/932, 11-22=-489/932, 10-11=-587/947, 10-23=-587/947, 9-23=-587/947, 9-24=-332/219, 8-24=-332/219, 8-25=-332/219, 7-25=-332/219 WEBS 2-11=0/298, 4-9=-418/336, 2-12=-1138/583, 9-15=-500/989, 6-15=-511/1016, 1-19=-353/476, 6-20=-451/338 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 19, 20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 12, 7 except Ot=lb) 16=351, 19=336, 20=147. 10) Non Standard bearing condition. Review required. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.0Ib dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 3 AD02 Roof Special 7 1 Job Reference (optional) Builder FirstSource, user \ o \ m A o O N . N O I/) It Camber = 1/16 in Scale = 1:78.2 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:46 Page: 1 ID:hd0nAN0QulJMLUYjnhb00N7yxo1 E-OFgK7aLTJr9YKjB1 hTJ60MwvAxg7bceFd6kgulyflwV 0-7-6 0-5-10 22-6-0 I, J. 7-10-11 12-0-9 L 15-0-9 t 22-0-6 L I, _rI7-3-4 4 3 0 0 6-11-13 r I 0-5-10 0-5-10 0-1-12 4x12= 13 12 ,U.2b I'd 3x4= 3x4= 3x4= 4x 1 2 3 4 5 - =2V 4W1 O AO IIN IV .1 J V IV / IJ 4x6= 3x4= 3x4= 3x6= 2x6n 6x8= 0-7-6 0-5-10 0-5-0 1,6 7-10-11 L 10-5-0 L 15-0-9 t 22-6-0 L 7-3-4 2 6 5 � 7-5-7 1 0-5-0 0-0-10 0-1-13 Plate Offsets (X, Y): [1:0-6-7,0-2-0], [5:0-6-7,0-2-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TIC 0.59 Vert(LL) -0.07 9-10 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.17 9-10 >999 180 BCLL 0.0* Rep Stress Incr NO WB 0.59 Horz(CT) 0.05 15 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 146 lb FT = 20% LUMBER 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) TOP CHORD 2x4 DF No.2 G Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. BOT CHORD 2x4 DF No.2 G II; Exp C; Enclosed; MWFRS (envelope) exterior zone WEBS 2x4 DF No.2 G *Except* W4,W6,W2:2x4 DF and C-C Corner (3) zone; cantilever left and right No.2 G or 2x4 DF Std G or 2x4 DF Stud G, exposed ; end vertical left and right exposed;C-C for W8,W1:2x6 DF No.2 G members and forces & MWFRS for reactions shown; BRACING Lumber DOL=1.60 plate grip DOL=1.60 TOP CHORD Structural wood sheathing directly applied or 3) Provide adequate drainage to prevent water ponding. 5-9-6 oc purlins, except end verticals. 4) This truss has been designed for a 10.0 psf bottom BOT CHORD Rigid ceiling directly applied or 6-0-0 oc chord live load nonconcurrent with any other live loads. * bracing. 5) This truss has been designed for a live load of 20.Opsf WEBS 1 Row at mid t 2-10, 4-9 on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom MiTek recommends that Stabilizers and chord and any other members, with BCDL = 7.Opsf. required cross bracing be installed during 6) A plate rating reduction of 20% has been applied for the truss erection, in accordance with Stabilizer green lumber members. Installation guide. 7) Refer to girder(s) for truss to truss connections. REACTIONS All bearings 0-1-8. except 6=0-5-8, 15=0-5-4 8) Bearing at joint(s) 15 considers parallel to grain value (lb) -Max Horiz 13=-315 (LC 8) using ANSI/TPI 1 angle to grain formula. Building o s at joi s) Max Uplift All uplift 100 (lb) or less at joint(s) (l designer should verify capacity of bearing surface. except 6100 except() 9), 2 6=13=-1 9) Provide mechanical connection (by others) of truss to 8), 08 (LC 11), 15=-816 (LC bearing plate capable of withstanding 252 lb uplift at joint 8) 10, 113 lb uplift at joint 6, 1007 lb uplift at joint 13 and Max Grav All reactions 250 (Ib) or less at joint 15. lb uplift deat signed This 10) This truss is designed in accordance with the 2018 =91 (s) except 6=948 (LC 2), 10=911 International Building Code section 2306.1 and (LC 20), 13=1114 (LC 8), 1 1 referenced standard ANSI/TPI 1. (LC 11) 11) This truss has been designed for a moving concentrated FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 load of 6.0I1b dead located at all mid panels and at all (lb) or less except when shown. panel points along the Bottom Chord, nonconcurrent with TOP CHORD 1-2=-351/331, 2-3=-913/666, 3-4=-920/663, any other live loads. 4-5=-931/640, 5-6=-851/457, 12) This truss has been designed for a total seismic drag 10-15=-372/589, 1-15=-372/589, load of 1000 lb. Lumber DOL=(1.33) Plate grip DOL= 1-13=-1503/1962 (1.33) Connect truss to resist drag loads along bottom BOT CHORD 10-16=-378/916, 16-17=-378/916, chord from 0-0-0 to 22-0-12 for 45.3 plf. 9-17=-378/916, 8-9=-381/927, 13) Graphical purlin representation does not depict the size 8-18=-381/927, 7-18=-381/927, or the orientation of the purlin along the top and/or 7-19=-315/345 bottom chord. WEBS 2-10=-1115/501, 2-9=-175/358, 4-9=-424/399, 14) This truss has large uplift reaction(s) from gravity load 4-7=-490/357, 5-7=-502/1095, case(s). Proper connection is required to secure truss 1-15=-922/1479 against upward movement at the bearings. Building NOTES designer must provide for uplift reactions indicated. 1) Unbalanced roof live loads have been considered for this 15) This truss is designed for a creep factor of 3.01, which is design. used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 3 AE01 Roof Special 5 1 Job Reference (optional) Builder FirstSource, user A 0 N N N N N Scale = 1:36.3 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:46 Page: 1 ID:jKebsxxAMk3afjBskJ?UHAyxsKL-OFgK7aLTJr9YKjB1 hTJ60Mw?nxuVbiQFd6kgulyflwV 5- 4-8-3 8-11-14 4-8-3 4-3-11 0-5-10 120.25 3x10= 3x4 = 3x4 = 2x4 rr 4-8-3 9-5-8 L 4-8-3 4-9-5 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.01 5 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.03 5-6 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.22 Horz(CT) 0.00 4 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 50 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G *Except* W5:2x6 DF No.2 G BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-3-15 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=372/0-5-8, (min. 0-1-8), 6=372/0-5-8, (min. 0-1-8) Max Horiz 6=-135 (LC 8) Max Uplift 4=-79 (LC 9), 6=-61 (LC 13) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-488/409, 3-4=-339/339 BOT CHORD 6-8=-455/485, 5-8=-455/485 WEBS 2-6=-501/464, 3-5=-487/483 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 61 lb uplift at joint 6 and 79 lb uplift at joint 4. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 3 AE02 Roof Special 3 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:46 Page: 1 ID:ngycrX2FFgNGOZMYxM2vnuyxokN-OFgK7aLTJr9YKjB1 hTJ60Mw?6xuKbijFd6kgulyflwV M O <h N N 7 M M N N N 9-0-0 4-5-7 8-6-6 4-5-7 4-0-15 0-5-10 12 10.25 3x10= 7 3x4= 3x4= 2x4 n 4-5-7 1, 9-0-0 4-5-7 11 4-6-9 Scale = 1:38 O 9 ch Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.01 5-6 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.03 5-6 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.20 Horz(CT) 0.00 4 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 48 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G *Except* W5:2x6 DF No.2 G BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-7-6 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=353/0-5-8, (min. 0-1-8), 6=353/ Mechanical, (min. 0-1-8) Max Horiz 6=-134 (LC 8) Max Uplift 4=-77 (LC 9), 6=-58 (LC 13) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-445/384, 3-4=-328/334 BOT CHORD 6-8=-429/442, 5-8=-429/442 WEBS 2-6=-490/463, 3-5=-442/434 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 77 lb uplift at joint 4 and 58 lb uplift at joint 6. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 10) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 3 BA01 Common Supported Gable 2 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:47 Page: 1 ID:2p77LpSziAlrxGHcd F 1 SN RyxmHd-OFgK7aLTJr9YKjB1 hTJ6OMwxZxgkblwFd6kgulyflwV 18-11-5 18-3-0 17-6-12 L L L 36-6-0 17-6-12 1 1 1 0-8-4 0-8-4 0 4x8= 2x4 n 2x4 119 2x4 n 3�2 2x4n 2x4n�4n 2x4n 2x4n .,,,,,.. ,,, 13141617 _J_0-3-Uk__ 2x4n 2x4n 1861g 17-6-11 3x6= 3x6= 3x6= 18-11-5 17-6-12 36-6-0 17-6-12 1-4-9 17-6-11 Scale = 1:70.1 Plate Offsets (X, Y): [15:0-4-0,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.40 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.06 Horz(CT) -0.03 40 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 208lb FT=20% LUMBER TOP CHORD TOP CHORD 2x4 DF N0.2 G *Except* T2:2x6 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 4-3-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-2-12 oc racing. BOT CHORD MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 36-6-0. (lb) - Max Horiz 2=77 (LC 12), 56=77 (LC 12) Max Uplift All uplift 100 (lb) or less at joint(s) 30, 32, 33, 34, 35, 36, 37, 38, 39, 43, 44, 45, 46, 47, 48, 49, 50, 52 except 2=-477 (LC 27), 28=-477 (LC 28), 31=-109 (LC 26), 51=-109 (LC 25), 53=-477 (LC 28), 56=-477 (LC 27) Max Grav All reactions 250 (lb) or less at joint (s) 31, 32, 33, 34, 35, 36, 37, 38, 39, 40, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51 except 2=625 (LC 28), 28=674 (LC 25), 30=447 (LC 30), 52=447 (LC 29), 53=674 (LC 25), 2-3=-2136/2117,3-4=-2069/2055, 4-5=-1712/1669, 5-6=-1538/1503, 6-7=-1368/1348, 7-8=-1199/1178, 8-9=-1030/1009, 9-10=-860/839, 10-11=-691/670, 11-60=-521/501, 12-60=-430/416, 12-13=-352/331, 17-18=-352/331, 18-61=-430/416, 19-61=-521 /501, 19-20=-691 /670, 20-21=-860/839, 21-22=-1030/1009, 22-23=-1199/1178, 23-24=-1368/1348, 24-25=-1538/1503, 25-26=-1712/1669, 26-27=-2069/2055, 27-28=-2136/2117 2-62=-665/721, 2-62=-557/612, 2-63=-2109/2122, 52-63=-1686/1874, 52-64=-1639/1652, 51-64=-1557/1570, 51-65=-1475/1484, 50-65=-1392/1405, 50-66=-1310/1323, 49-66=-1228/1237, 49-67=-1146/1159, 48-67=-1064/1077, 48-68=-981/994, 47-68=-897/912, 47-69=-817/830, 46-69=-735/748, 46-70=-653/666, 45-70=-570/583, 45-71=-488/501, 44-71=-340/353, 44-72=-324/337, 38-75=-324/337, 38-76=-340/353, 37-76=-488/501, 37-77=-570/583, 36-77=-653/666, 36-78=-735/748, 35-78=-817/830, 35-79=-897/912, 34-79=-981/994, 34-80=-1064/1077, 33-80=-1146/1159, 33-81 =-1 228/1237, 32-81=-1310/1323, 32-82=-1392/1405, 31-82=-1475/1484, 31-83=-1557/1570, 30-83=-1639/1652, 30-84=-1686/1874, 28-84=-2109/2122, 28-85=-557/612, 28-85=-665/721 56=625 (LC 28) WEBS 4-52=-340/91,26-30=-340/91 FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 NOTES (lb) or less except when shown. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-3-0 to 2-4-13, Exterior(2N) 2-4-13 to 18-3-0, Corner(3R) 18-3-0 to 21-10-13, Exterior(2N) 21-10-13 to 37-9-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 43, 44, 45, 46, 47, 48, 49, 50, 52, 39, 38, 37, 36, 35, 34, 33, 32, 30 except Qt=lb) 28=477, 2=477, 51=108, 31=108, 28=477, 2=477. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total seismic drag load of 4500 lb. Lumber DOL=(1.33) Plate grip DOL= (1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 36-6-0 for 123.3 plf. 14) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 3 BA02 Common 8 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:48 Page: 1 ID:V97pF1 F732CPRgj3j4LhDmyxmQx-zdo4YGMkrSQGa1 LQouMa5n?CokTh3XEY4PDmzeyflwT I 11 0-3-1� Camber= 1/4 in Scale = 1:68 -1-2-0 37-10-0 7-9-7 14 4-4 18 4-0 25-9-12 30-7-9 36-8-0 7-9-7 6-6-13 3-11-12 7-5-12 4-9-13 6-0-7 1-2-0 1-2-0 Sx6= 3r2 1.5x4n 6 3x6 c 5?5 3x4 0 3 4 24 _ 2 28 29 17 30 31 15 14 1.5x4n 316 16 3x6= 3x4= 3x6= 26 3x4o 7 3x6o ;;;! 4 3x $ o _ 9 27 3510 11 32 ® 33 3x4= 12 34 1.5x4n 3x6= 0-1-0 36-8-0 7-9-7 14 4-4 20-1-0 25-9-12 30-7-9 36-7-0 7-8-7 6-6-13 5-8-12 5-8-12 3 5-11-7 0-1-0 0-1-0 Plate Offsets (X, Y): [2:0-3-14,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.10 17-20 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.33 17-20 >517 180 BCLL 0.0* Rep Stress Incr NO WB 0.52 Horz(CT) 0.02 16 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 157 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at mid t 3-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 0-5-8. (lb) - Max Horiz 2=-79 (LC 13) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 10 except 13=-166 (LC 13), 16=-194 (LC 8) Max Grav All reactions 250 (lb) or less at joint (s) except 2=490 (LC 25), 10=402 (LC 26), 13=1059 (LC 26), 16=1407 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-24=-612/73, 3-24=-581/94, 3-4=-107/660, 4-5=-93/757, 5-25=-49/674, 6-25=-48/740, 7-8=0/468, 8-9=-14/397, 9-27=-405/90, 10-27=-429/75 BOT CHORD 2-28=-78/436, 2-28=-78/436, 2-29=-91/564, 17-29=-91/564, 17-30=-91/564, 16-30=-91/564, 14-32=-407/91, 13-32=-407/91, 13-33=-35/393, 12-33=-35/393, 12-34=-35/393, 10-34=-35/393, 10-35=-36/291, 10-35=-36/291 WEBS 5-16=-366/127, 7-13=-722/169, 3-17=0/272, 9-13=-808/129, 7-14=-9/367, 3-16=-1284/227, 6-16=-789/114 NOTES 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-8-0, Interior (1) 3-8-0 to 19-6-0, Exterior(2R) 19-6-0 to 23-2-0, Interior (1) 23-2-0 to 39-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 2, 10 except Qt=lb) 16=193, 13=165. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-6=-68, 6-11=-68, 16-18=-14, 13-16=-24, 13-21=-14 Job Truss Truss Type Qty Ply P1-PLAN 3 BA03 Common Structural Gable 2 1 Job Reference (optional) Builder FirstSource, user Camber = 3/16 in Scale = 1:68 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:48 Page: 1 ID:6T7fbhfulhgxMVaMVRQuwDyxmP7-zdo4YGMkrSQGa1 LQouMa5n?EgkUn3ZoY4PDmzeyflwT -1-3-0 37-9-0 7-8-7 1, 1%3-4 18-3-0 25-8-12 30-6-9 36-6-0 1-3- 7-8-7 6-6-13 3-11-12 7-5-12 4-9-13 5-11-7 1-3- 32 5x8n 8 3x6= 3x10= 5x6= 3x6.. 3x10= 3x6= 3x10u 14-3-4 25-9-12 11 7-8-7 14-2-4 20-0-0 25-8-12 3%6-9 36-6-0 7-8-7 6-5-13 5-8-12 5-8-12 4-8-13 5-11-7 0-1-0 0-1-0 Plate Offsets (X, Y): [24:0-3-0,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.09 28-41 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.31 28-41 >556 180 BCLL 0.0* Rep Stress Incr YES WB 0.42 Horz(CT) 0.02 27 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 190lb FT=20% LUMBER BOT CHORD 2-45=-59/320, 2-45=-59/320, 2-46=-100/607, TOP CHORD 2x4 DF No.2 G 28-46=-100/607, 28-47=-100/607, BOT CHORD 2x4 DF No.2 G 27-47=-100/607, 27-48=-377/107, WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 26-48=-377/107, 26-49=-377/107, Stud G *Except* W5:2x4 DF No.2 G 25-49=-377/107, 25-50=-377/107, OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 24-50=-377/107, 24-51=-377/107, Stud G 23-51=-377/107, 23-52=-377/107, 22-52=-377/107, 22-53=-377/107, BRACING 21-53=-377/107, 21-54=-377/107, TOP CHORD Structural wood sheathing directly applied or 20-54=-377/107, 20-55=-377/107, 6-0-0 oc purlins. 19-55=-377/107, 19-56=-34/477, BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 18-56=-34/477, 18-57=-34/477, bracing. 16-57=-34/477 WEBS 1 Row at midpt 3-27 WEBS 5-27=-403/139, 27-30=-410/73, JOINTS 1 Brace at Jt(s): 29, 29-30=-420/76, 8-29=-444/79, 32,34 13-19=-284/95, 3-28=0/273, 3-27=-1266/224, MiTek recommends that Stabilizers and 15-19=-912/161 required cross bracing be installed during NOTES truss erection, in accordance with Stabilizer 1) Unbalanced roof live loads have been considered for this Installation guide. design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) REACTIONS All bearings 11-11-0. except 16=0-5-8, 2=0-5-8 Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. (lb) - Max Horiz 2=78 (LC 12) II; Exp C; Enclosed; MWFRS (envelope) exterior zone Max Uplift All uplift 100 (lb) or less at joint(s) and C-C Exterior(2E) -1-3-0 to 2-4-13, Interior (1) 2-4-13 2, 16, 20, 21, 22, 25, 26 except to 18-2-7, Exterior(2R) 18-2-7 to 21-10-4, Interior (1) 19=-138 (LC 13), 27=-197 (LC 12) 21-10-4 to 37-9-0 zone; cantilever left and right Max Grav All reactions 250 (lb) or less at joint exposed ; end vertical left and right exposed;C-C for (s) 20, 21, 22, 23, 24, 25, 26 except members and forces & MWFRS for reactions shown; 2=506 (LC 25), 16=421 (LC 26), Lumber DOL=1.60 plate grip DOL=1.60 19=691 (LC 26), 27=1141 (LC 25) 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 see Standard Industry Gable End Details as applicable, (lb) or less except when shown. or consult qualified building designer as perANSI/TPI 1. TOP CHORD 2-42=-658/84, 3-42=-626/105, 3-4=-94/598, 4) All plates are 1.5x4 MT20 unless otherwise indicated. 4-5=-80/696, 5-6=-34/620, 6-7=-35/662, 5) Gable studs spaced at 1-4-0 oc. 7-8=-22/660, 8-9=0/462, 9-43=0/460, 6) This truss has been designed for a 10.0 psf bottom 10-43=0/440, 10-11=0/455, 11-12=-5/452, chord live load nonconcurrent with any other live loads. 12-13=-7/422, 13-14=-36/479, 7) * This truss has been designed for a live load of 20.Opsf 14-15=-47/408, 15-44=-491/87, on the bottom chord in all areas where a rectangle 16-44=-514/73 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 16, 2, 25, 26, 22, 21, 20 except at=lb) 27=197, 19=137. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 12) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 3 BA04 Common 12 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:49 Page: 1 ID:m8UKysgkvU2AUPV?hJfeMgyxmNc-zdo4YGMkrSQGa1 LQouMa5n?G3kTA3ajY4PDmzeyflwT -1-3-0 37-9-0 7-3-8 12-9-7 18-3-0 23-8-9 29-2-8 36-6-0 1-3- 7-3-8 5-6-0 5-5-9 5-5-9 5-6-0 7-3-8 1-3- 312 3x6 0 3x4 0 3 2 25 3x6' 23 5 --T-r- 5x6= 6 3x6o 3x4o 7 38 8 9 3!1= 11 0 26 18 27 17 28 16 15 14 29 13 30 12 31 to 4x12= 2A,a 4x5= 4x5= 6x8= 4x5= 4x5= 2x6,, 4x12= 5-1-0 8 4-8 14-11-8 21-6-8 28-1-8 31-5-0 36-6-0 5-1-0 3-3-8 6-7-0 6-7-0 6-7-0 3-3-8 5-1-0 Camber = 11 /16 Scale = 1:68 Plate Offsets (X, Y): [2:0-5-4,0-0-9], [10:0-5-4,0-0-9] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.31 14-16 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.97 14-16 >448 180 BCLL 0.0* Rep Stress Incr YES WB 0.36 Horz(CT) 0.15 10 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 212 lb FT = 20% LUMBER 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) TOP CHORD 2x4 DF No.2 G *Except* T1:2x4 DF 2400F Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 2.0E G II; Exp C; Enclosed; MWFRS (envelope) exterior zone BOT CHORD 2x8 DF SS G and C-C Exterior(2E) -1-3-0 to 2-5-0, Interior (1) 2-5-0 to WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 18-3-0, Exterior(2R) 18-3-0 to 21-10-13, Interior (1) Stud G 21-10-13 to 37-9-0 zone; cantilever left and right BRACING exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; TOP CHORD Structural Structural wood sheathing directly applied or Lumber DOL=1.60 plate grip DOL=1.60 2tru6 pwood. 3) This truss has been designed for a 10.0 psf bottom BOT CHORD Rigid ceiling directly applied or 10-0-0 oc chord live load nonconcurrent with any other live loads. racing. 4) * This truss has been designed for a live load of 20.Opsf MiTek recommends that Stabilizers and on the bottom chord in all areas where a rectangle required cross bracing be installed during 3-06-00 tall by 2-00-00 wide will fit between the bottom truss erection, in accordance with Stabilizer chord and any other members. Installation guide. 5) A plate rating reduction of 20% has been applied for the green lumber members. REACTIONS (lb/size) 2=1578/0-5-8, (min. 0-1-11), 6) Provide mechanical connection (by others) of truss to 10 10=1578/0-5-8, (min. 0-1-11) bearing plate capable of withstanding 205 lb uplift at joint Max Horiz (LC 12) 2 and 205 Ib uplift at joint 10. Max Uplift 2=-205 (LC 8), 10=-205 (LC 9) 7) This truss is designed in accordance with the 2018 FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 International Building Code section 2306.1 and (lb) or less except when shown. referenced standard ANSI/TPI 1. TOP CHORD 2-3=-4966/683, 3-4=-4748/664, 8) This truss has been designed for a moving concentrated 4-5=-4706/684, 5-23=-3687/562, load of 6.01b dead located at all mid panels and at all 6-23=-3638/577, 6-24=-3638/577, panel points along the Bottom Chord, nonconcurrent with 7-24=-3687/563, 7-8=-4706/684, any other live loads. 8-9=-4748/664, 9-10=-4966/683 9) This truss is designed for a creep factor of 3.01, which is BOT CHORD 2-25=-386/3264, 2-25=-385/3264, used to calculate the Vert(CT) deflection perANSI/TPI 1. 2-26=-592/4781, 18-26=-592/4781, LOAD CASE(S) Standard 18-27=-603/4763, 17-27=-603/4763, 17-28=-488/3940, 16-28=-488/3940, 15-16=-334/2998, 14-15=-334/2998, 14-29=-498/3940,13-29=-498/3940, 13-30=-612/4763, 12-30=-612/4763, 12-31=-602/4781, 10-31=-602/4781, 10-32=-393/3264,10-32=-394/3264 WEBS 3-17=-382/126, 5-16=-719/181, 6-16=-119/893, 7-13=-98/766, 9-13=-382/126,6-14=-119/893, 5-17=-99/766, 7-14=-719/181 NOTES 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Qty Ply P1-PLAN 3 BA05 Common Girder 2 3 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:49 Page: 1 ID:81 zv7ToS69aw?8r3rryUmuyvn8d-RpMSIcNMcmY7BAwcMbtpd_YRg8olozKhJ3zKV4yflwS 6-7-3 10-9-0 14-6-7 18-3-0 21-11-9 25-9-0 29-10-13 1, 36-6-0 6-7-3 4-1-13 3-9-7 3-8-9 3-8-9 3-9-7 4-1-13 6-7-3 5x6= 5 5x10a 3x10m 31, 1.5x4 n 4 6 1.5x4 n 3 7 3x4 c 3x4 0 2 8 4x8= 21 22 1 4344 1 9 61 nn nn 1111 1111 ji­1111- B3 12 2324 2516 262728 15 14 29 30 31 32 1213 33 34 3536 12 371138 3940 1041 42 4x12= 2x6n 10x16= 6x8= 2x6n 4x8= 4x8= 4x12= 6x8= 6-7-3 10-9-0 18-2-0 6-7-3 4-1-13 7-5-0 Camber= 1/8 in Scale = 1:61.1 25-9-0 7-6-0 29-10-13 36-6-0 4-1-13 6-7-3 Plate Offsets (X, Y): [1:0-5-4,0-0-13], [9:0-5-4,0-0-5], [15:0-8-0,0-6-4] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.08 16-18 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.23 13-15 >944 180 BCLL 0.0* Rep Stress Incr NO WB 0.53 Horz(CT) 0.02 13 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 628 lb FT=20% LUMBER WEBS 5-13=-3647/445, 8-11=-3178/679, TOP CHORD 2x4 DF No.2 G 8-10=-282/1501, 2-15=-2758/599, BOT CHORD 2x8 DF SS G 2-16=-239/1232, 4-13=-5499/659, WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 4-15=-959/8980, 6-13=-2249/247, Stud G *Except* W4:2x4 DF No.2 G 6-11=-379/3597 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS All bearings 0-5-8. except 13=0-6-0(input: 0-4-0), 11=0-6-0 (lb) - Max Horiz 1=-73 (LC 13) Max Uplift All uplift 100 (lb) or less at joint(s) except 1=-343 (LC 4), 9=-199 (LC 9), 11=-563 (LC 9), 13=-1576 (LC 4) Max Grav All reactions 250 (lb) or less at joint (s) except 1=2467 (LC 21), 9=964 (LC 24), 11=3622 (LC 22), 13=16858 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6545/863, 2-3=-3947/326, 3-4=-3922/361, 4-5=-839/7120, 5-6=-833/7121, 6-7=-403/2896, 7-8=-442/2890, 8-9=-299/195 BOT CHORD 1-21=-738/5292, 21-22=-738/5293, 1-22=-741/5314, 1-23=-861/6335, 23-24=-861/6335,24-25=-861/6335, 16-25=-861/6335,16-26=-861/6335, 26-27=-861/6335, 27-28=-861/6335, 15-28=-861/6335,14-15=-2881/431, 14-29=-2881/431,29-30=-2881/431, 30-31 =-2881/431, 31-32=-2881/43 1, 13-32=-2881/431, 13-33=-5253/717, 33-34=-5253/717, 34-35=-5253/717, 35-36=-5253/717, 12-36=-5253/717, 12-37=-5253/717, 11-37=-5253/717, 11-38=-144/291, 38-39=-144/291, 39-40=-144/291, 10-40=-144/291, 10-41=-144/291, 41-42=-144/291, 9-42=-144/291, 9-43=-211/865, 43-44=-206/837, 9-44=-207/837 NOTES 1) 3-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-5-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) WARNING: Required bearing size at joint(s) 13 greater than input bearing size. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 343 lb uplift at joint 1, 199 lb uplift at joint 9, 1576 lb uplift at joint 13 and 562 lb uplift at joint 11. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) This truss has been designed for a moving concentrated load of 6.Olb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 12) Use Simpson Strong -Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 17-1-8 oc max. starting at 2-0-12 from the left end to 31-9-12 to connect truss(es) BB02 (1 ply 2x4 DF), BB07A (1 ply 2x4 DF) to back face of bottom chord. 13) Use Simpson Strong -Tie MUS26 (6-10d Girder, 4-10d Truss) or equivalent spaced at 1-4-0 oc max. starting at 10-6-5 from the left end to 13-2-5 to connect truss(es) BB03 (1 ply 2x6 DF) to back face of bottom chord. 14) Use Simpson Strong -Tie LUS28 (6-10d Girder, 3-10d Truss) or equivalent spaced at 1-4-0 oc max. starting at 14-6-5 from the left end to 25-1-13 to connect truss(es) BB04 (1 ply 2x6 DF), BB05 (1 ply 2x6 DF), BB06 (1 ply 2x6 DF) to back face of bottom chord. 15) Use Simpson Strong -Tie LUS24 (4-10d Girder, 2-10d Truss) or equivalent at 34-5-4 from the left end to connect truss(es) BB07 (1 ply 2x4 DF) to back face of bottom chord. 16) Fill all nail holes where hanger is in contact with lumber. 17) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-5=-68, 5-9=-68, 1-9=-14 Concentrated Loads (lb) Vert: 14=-1210, 13=-1216, 15=-1210, 12=-1215, 22=-578, 23=-578, 25=-578, 26=-578, 28=-578, 29=-1210, 30=-1216, 31=-1216, 32=-1216, 33=-1216, 34=-1216, 36=-1216, 37=-1215, 38=-628, 40=-628, 41=-628, 42=-628, 43=-726 Job Truss Truss Type Qty Ply P1-PLAN 3 BB01 Common Supported Gable 2 1 Job Reference (optional) Builder FirstSource, user 21-1-12 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:50 Page: 1 I D: EiumfLW691 eFZssYanwf?AyvoAr-vOvrzyO_N3gzpKUowJO2AC5bnY7bXPJrXjit1 XyflwR 0-8-4 15-3-12 1 Iff 0 41 x86 13 14 15 16 17 3 9 10 11 12 18 19 20 21 �2 SxB� 7 g 22 23 5x6o 6 S 1 13 24 6x10m ,ten 4 17 5 S O S 1 S 1 S 1 S 1 S 1 25 26 4x6e 2 3 s s S S g Sr27 28 S 1 66 s S II S S s 29 30 � 3 S.. U° o o� o of o \\ 31 1 0- 6x6c 3x6= 5x6= 6x6= 4x10= 3x6n 3x6n 22-6-5 40-8-0 21-1-12 36-6-0 39-3-9 21-1-12 1-4-9 13-11-12 2-9-9 1-4-41 Scale = 1:74.8 Plate Offsets (X, Y): [1:0-2-10,Edge], [15:0-4-0,Edge], [28:0-3-0,0-2-0], [34:0-3-0,0-3-4], [42:0-3-0,0-0-9] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.66 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.61 Horz(CT) 0.05 48 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 266 lb FT = 20% LUMBER TOP CHORD 2x6 DF N0.2 G *Except* T4:2x4 DF 2400F 2.0E G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G *Except* W8:2x6 DF No.2 G, W7,W4:2x4 DF 1800F 1.6E G or 2x4 DF No.1 &Btr G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G *Except* ST14:2x4 DF 1800F 1.6E G or 2x4 DF No.1 &Btr G BRACING TOP CHORD Structural wood sheathing directly applied or 4-2-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-5-8 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 40-8-0. (lb) - Max Horiz 1=86 (LC 12) Max Uplift All uplift 100 (lb) or less at joint(s) 35, 36, 37, 38, 39, 40, 41, 43, 44, 45, 48, 49, 50, 51, 53, 57, 58, 59, 61 except 1=-762 (LC 27), 31=-862 (LC 28), 32=-459 (LC 28), 33=-1095 (LC 28), 34=-1530 (LC 27), 54=-126 (LC 27), 55=-277 (LC 28), 56=-212 (LC 27), 60=-147 (LC 26) Max Grav All reactions 250 (lb) or less at joint (s) 35, 36, 37, 38, 39, 40, 41, 43, 44, 45, 46, 47, 48, 49, 50, 51, 53, 54, 57, 58, 59, 60 except 1=886 (LC 26), 31=986 (LC 25), 32=541 (LC 25), 33=1172 (LC 25), 34=1622 (LC 26), 55=362 (LC 25), 56=297 (LC 26), 61=406 (LC 2) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 15-16=-616/604, 16-17=-864/862, 17-18=-1136/1130, 18-19=-1384/1379, 19-20=-1634/1629, 20-21=-1884/1879, 21-22=-2135/2129, 22-23=-2385/2379, 23-24=-2634/2629, 24-25=-2885/2880, 25-26=-3143/3138, 26-27=-3357/3351, 27-28=-753/766, 28-29=-966/958, 29-31=-949/836, 1-2=-3330/3329, 2-3=-2885/2857, 3-4=-2594/2588, 4-5=-2350/2340, 5-6=-2098/2088, 6-7=-1811/1803, 7-8=-1646/1637, 8-9=-1392/1386, 9-10=-1133/1128, 10-11=-875/845, 11-12=-623/618, 12-13=-371/366, 14-15=-357/359 BOT CHORD 1-66=-2084/2225, 1-66=-1787/1929, 1-67=-3198/3250,61-67=-3002/2809, 61-68=-2758/2761, 60-68=-2636/2639, 60-69=-2515/2518, 59-69=-2393/2397, 59-70=-2272/2275, 58-70=-2151/2057, 58-71=-2030/2033, 57-71=-1908/1911, 57-72=-1787/1790, 56-72=-1666/1666, 56-73=-1545/1547, 55-73=-1423/1426, 55-74=-1330/1328, 54-74=-1209/1207, 54-75=-1088/1086, 53-75=-966/965, 52-53=-845/843, 51-52=-627/625, 51-76=-602/601, 50-76=-480/479, 50-77=-360/358, 47-80=-370/368, 46-80=-496/494, 46-81=-508/506, 45-81=-613/611, 45-82=-725/723, 44-82=-856/854, 44-83=-880/878, 43-83=-1098/1096, 42-43=-1123/1121, 42-84=-1219/1217, 41-84=-1341/1339, 41-85=-1462/1460, 40-85=-1583/1582, 40-86=-1705/1703, 39-86=-1826/1824, 39-87=-1947/1946, 38-87=-2069/2067, 38-88=-2190/2188, 37-88=-2311/2309, 37-89=-2432/2431, 36-89=-2554/2552, 36-90=-2675/2671, 35-90=-2797/2795, 35-91=-2821 /2916, 34-91=-3039/3037, 34-92=-1520/1427, 33-92=-1641/1645, 33-93=-1775/1779, 32-93=-1908/1902 WEBS 8-55=-344/288, 7-56=-278/222, 2-61=-317/88, 27-33=-1144/1099, 29-32=-1105/1119, 27-34=-2375/2367, 27-32=-1615/1587 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-0-0 to 4-0-13, Exterior(2N) 4-0-13 to 21-10-0, Corner(3R) 21-10-0 to 25-10-0, Exterior(2N) 25-10-0 to 41-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.Opsf. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 48, 49, 50, 51, 53, 57, 58, 59, 61, 45, 44, 43, 41, 40, 39, 38, 37, 36, 35 except Qt=lb) 1=761, 31=862, 54=125, 55=276, 56=211, 60=146, 34=1529, 33=1095, 32=459. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total seismic drag load of 7400 lb. Lumber DOL=(1.33) Plate grip DOL= (1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 40-8-0 for 182.0 plf. 14) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. Continued on page 2 Job Truss Truss Type Qty Ply P1-PLAN 3 BB01 Common Supported Gable 2 1 Job Reference (optional) Builder FirstSource, user LOAD CASE(S) Standard Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:50 Page: 2 I D: EiumfLW691 eFZssYanwf?AyvoAr-vOvrzyO_N3gzpKUowJO2AC5bnY7bXPJrXjit1 XyflwR Job Truss Truss Type Qty Ply P1-PLAN 3 BB02 Common 10 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:51 Page: 1 ID:YUQIFAx3rEU Wwro9dGbcl3yxm6h-NCTDAHPc7NogRU3_UOvHjPdkMyT WGrK_mNSRazyflwQ 41-11-0 L 8-0-3 14-11-1 L 21-10-0 28-5-15 L 35-7-13 40-8-0 8-0-3 6-10-15 6-10-15 6-10-15 6-10-15 �1� 1-3-0 5x8= 5 3x4, 23 24 3x4. 312 3x6. 4 g 3x6, 3x4 o 3 7 3x4, °' 2 8 25 4x5-- 22 9 126 10 33 1-0-151 11 � 27 18 28 17 16 29 15 30 14 13 31 12 32 3x10= 1.5x4n 3x4= 3x10= 3x6= 3x4= 4x5= 2x4n 3x6= 21-4-12 8-0-3 14-11-1 t 21-2-0 I,I, 28-8-15 35-7-13 I, 40-8-0 8-0-3 6-10-15 6-2-15 7-4-3 6-10-15 0-2-12 Camber = 5/16 in Scale = 1:72.8 Plate Offsets (X, Y): [1:0-1-6,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.14 18-21 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.44 18-21 >587 180 BCLL 0.0* Rep Stress Incr YES WB 0.69 Horz(CT) 0.04 11 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 184 lb FT = 20% LUMBER 1) Unbalanced roof live loads have been considered for this TOP CHORD 2x4 DF No.2 G design. BOT CHORD 2x4 DF No.2 G 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. Stud G II; Exp C; Enclosed; MWFRS (envelope) exterior zone BRACING and C-C Exterior(2E) 0-0-0 to 4-0-13, Interior (1) 4-0-13 TOP CHORD Structural wood sheathing directly applied or woodpurlins, to 21-10-0, Exterior(2R) 21-10-0 to 25-10-13, Interior (1) 4-3-ct oc ertic except end verticals. 25-10-13 to 41-11-0 zone; cantilever left and right BOT CHORD Rigid ceiling directly applied or oc exposed ; end vertical left and right exposed;C-C for bracing. members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 WEBS 1 Row at mid t 6-15, 4-15, 2-17 3) This truss has been designed for a 10.0 psf bottom MiTek recommends that Stabilizers and chord live load nonconcurrent with any other live loads. required cross bracing be installed during 4) * This truss has been designed for a live load of 20.Opsf truss erection, in accordance with Stabilizer on the bottom chord in all areas where a rectangle Installation guide. 3-06-00 tall by 2-00-00 wide will fit between the bottom REACTIONS (lb/size) 1=542/ Mechanical, (min. 0-1-8), 5) chord and any other members. A plate rating reduction of 20% has been applied for the 11=509/0-5-8, (min. 0-1-8), green lumber members. 15=2366/0-5-8, (min. 0-2-8) 6) Refer to girder(s) for truss to truss connections. Max Horiz 1=85 (LC 16) 7) Provide mechanical connection (by others) of truss to Max Uplift 1=-90 (LC 12), 11=-147 (LC 9), bearing plate capable of withstanding 90 lb uplift at joint 15=-202 (LC 8) 1, 202 lb uplift atjoint 15 and 147 lb uplift atjoint 11. Max Grav 1=592 (LC 25), 11=635 (LC 26), 8) This truss is designed in accordance with the 2018 15=2366 (LC 1) International Building Code section 2306.1 and FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 referenced standard ANSI/TPI 1. (lb) or less except when shown. 9) This truss has been designed for a moving concentrated TOP CHORD 1-22=-1333/210, 2-22=-1296/226, load of 6.01b dead located at all mid panels and at all 2-3=-68/293, 3-4=-15/335, 4-23=-128/1331, panel points along the Bottom Chord, nonconcurrent with 5-23=-112/1398, 5-24=-91/1308, any other live loads. 6-24=-106/1205, 6-7=-223/504, 10) This truss is designed for a creep factor of 3.01, which is 7-8=-326/479, 8-25=-877/224, used to calculate the Vert(CT) deflection perANSI/TPI 1. 9-25=-949/213, 9-11=-600/161 LOAD CASE(S) Standard BOT CHORD 1-26=-126/598, 1-26=-126/598, 1-27=-249/1260,18-27=-249/1260, 18-28=-249/1260, 17-28=-249/1260, 16-17=-304/138, 16-29=-304/138, 15-29=-304/138, 15-30=-465/266, 14-30=-465/266, 13-14=-465/266, 13-31 =-1 86/885, 12-31 =-1 86/885 WEBS 5-15=-1060/191, 6-15=-1222/212, 6-13=0/414, 8-13=-752/123, 4-15=-1301/243, 4-17=-6/489, 2-17=-1312/226, 2-18=0/286, 9-12=-163/800 NOTES Job Truss Truss Type Qty Ply P1-PLAN 3 BB03 Common 6 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:51 Page: 1 ID:QEc3kgr9kkTR5Lg_?PSxjKyxkxv-NCTDAH Pc7NogRU3_UOvHjPdokyUxGn6_mNSRazyflwQ 7-4-11 14-2-5 18-8-4 21-10-0 24-11-13 29-5-11 36-3-5 43-2-8 7-4-11 6-9-9 4-5-15 3-1-12 3-1-12 4-5-15 6-9-9 6-11-3 6-0-0 5x6= 4x6, 6 4x6, 1 0-5-T,_0-5-1 X: 29 17 30 16 31 15 32 33 34 14 35 13 36 12 37 4x12= 2x4 , 4x5= 4x12= 4x5= 4x5= 4x12= 4x5= 2x4114x8= 2x6n L L 0-0 1' 18-84 24-131-13 I, 32-10-0 378-2 3-2-8 -110 4�55-11-14 5 1-5-6-6 Camber = 5/8 in Scale = 1:77.2 Plate Offsets (X, Y): [1:0-1-4,0-0-2], [11:0-1-4,0-0-9], [14:0-4-0,0-2-0], [15:0-4-4,0-2-0] Loading (psf) Spacing 1-4-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.34 15-16 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.99 15-16 >521 180 BCLL 0.0* Rep Stress Incr YES WB 0.96 Horz(CT) 0.22 11 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 263 lb FT = 20% LUMBER WEBS 7-14=0/617, 5-15=0/640, 5-18=-2229/159, TOP CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G 7-18=-2229/159, 6-18=-21/325, *Except* T2,T3:2x6 DF 1800F 1.6E G or 2x6 8-14=-750/184, 8-13=-55/518, DF SS G 9-13=-432/128, 4-15=-798/187, BOT CHORD 2x6 DF 1800F 1.6E G or 2x6 DF SS G 4-16=-59/589, 3-16=-572/141 *Except* B2:2x4 DF 2400F 2.0E G NOTES WEBS 2x4 DF 2400F 2.0E G *Except* W6:2x6 DF 1) Unbalanced roof live loads have been considered for this No.2 G design. BRACING 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) TOP CHORD Structural wood sheathing directly applied or Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 2-9-14 oc purlins. II; Exp C; Enclosed; MWFRS (envelope) exterior zone BOT CHORD Rigid ceiling directly applied or 10-0-0 oc and C-C Exterior(2E) 0-0-12 to 4-4-10, Interior (1) 4-4-10 racing. to 21-10-0, Exterior(2R) 21-10-0 to 26-1-14, Interior (1) 26-1-14 to 43-2-8 zone; cantilever left and right MiTek recommends that Stabilizers and exposed ; end vertical left and right exposed;C-C for required cross bracing be installed during members and forces & MWFRS for reactions shown; truss erection, in accordance with Stabilizer Lumber DOL=1.60 plate grip DOL=1.60 Installation guide. 3) 80.01bAC unit load placed on the bottom chord, 21-10-0 REACTIONS (lb/size) 1=1219/ Mechanical, (min. 0-1-8), from left end, supported at two points, 3-0-0 apart. 11=1220/ Mechanical, (min. 0-1-8) 4) All plates are 4x5 MT20 unless otherwise indicated. Max Horiz 1=59 (LC 12) 5) This truss has been designed for a 10.0 psf bottom Max Uplift 1=-85 (LC 8), 11=-83 (LC 9) chord live load nonconcurrent with any other live loads. * Max Grav 1=1322 (LC 2), 11=1323 (LC 2) 6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 3-06-00 tall by 2-00-00 wide will fit between the bottom (lb) or less except when shown. chord and any other members, with BCDL = 7.Opsf. TOP CHORD 1-2=-4918/444, 2-24=-4899/447, 7) A plate rating reduction of 20% has been applied for the 3-24=-4895/455, 3-4=-4340/378, green lumber members. 4-25=-3357/272, 5-25=-3326/283, 8) Refer to girder(s) for truss to truss connections. 5-6=-1040/141, 6-7=-1043/141, 9) Provide mechanical connection (by others) of truss to 7-26=-3324/283, 8-26=-3355/272, bearing plate capable of withstanding 85 lb uplift at joint 8-9=-4231/369, 9-27=-4543/424, 1 and 83 lb uplift at joint 11. 10-27=-4546/415, 10-11=-4568/412 10) This truss is designed in accordance with the 2018 BOT CHORD 1-28=-279/3021, 1-28=-279/3021, International Building Code section 2306.1 and 1-29=-409/4770, 17-29=-409/4770, referenced standard ANSI/TPI 1. 17-30=-419/4685, 16-30=-419/4685, 11) This truss has been designed for a moving concentrated 16-31=-277/3798, 15-31=-277/3798, load of 6.Olb dead located at all mid panels and at all 15-32=-171/3229, 32-33=-171/3229, panel points along the Bottom Chord, nonconcurrent with 33-34=-171/3229, 14-34=-171/3229, any other live loads. 14-35=-271/3748, 13-35=-271/3748, 12) This truss is designed for a creep factor of 3.01, which is 13-36=-400/4444, 12-36=-400/4444, used to calculate the Vert(CT) deflection perANSI/TPI 1. 12-37=-379/4426, 11-37=-379/4426, LOAD CASE(S) Standard 11-38=-173/1899, 11-38=-173/1899 Job Truss Truss Type Qty Ply P1-PLAN 3 BB04 Monopitch 6 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:52 Page: 1 ID:IZUZ8woofpcoK9jlU0kyHsyvoct-rO1 bOdPEuhwh2eeB1 kQWFdA?ALr6?Pv7?1 B_6PyflwP 7-4-11 14-2-5 7-4-11 6-9-9 4x5% 31' 4 4x5 % °' 3 04x8- 25 1 29 2 3-ice Camber = 11 /16 Scale = 1:74.8 18-8-4 21-10-0 24-11-13 29-5-11 4-5-15 33 5x6= 6x8c 6 6x8. 26 5 7 27 4x5-- 8 36-3-5 43-8-0 6-9-9 7-4-11 4x5. 9 48. 28 10 �_ 3911 30 19 31 18 32 17 16 33 34 35 15 14 36 13 37 12 38 g 4x12= 2x4o 4x5= 5x8= 4x12= 4x5= 4x5= 4x12= 5x8= 4x5= 2x4,, 4x8= 2x6n 5-11-14 10-10-0 16-0-0 18-8-4 24-11-13 27-8-0 32-1%0 37-8-2 43-8-0 5-11-14 4 4 6-3-9 2_ 4 _ 5-11-14 Plate Offsets (X, Y): [1:0-1-4,0-0-2], [11:0-5-4,0-0-6], [15:0-4-8,0-2-0], [16:0-4-8,0-2-0] Loading (psf) Spacing 1-4-0 CSI DEFL in floc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.29 16-18 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.94 15-16 >551 180 BCLL 0.0* Rep Stress Incr YES WB 0.22 Horz(CT) 0.22 11 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 265 lb FT = 20% LUMBER WEBS 7-15=0/515, 5-16=0/524, 6-20=-33/450, TOP CHORD 2x4 DF 2400F 2.0E G *Except* T2,T3:2x6 DF 8-15=-768/186, 8-13=-59/490, 1800F 1.6E G or 2x6 DF SS G 9-13=-521/137, 4-16=-788/187, BOT CHORD 2x6 DF 1800F 1.6E G or 2x6 DF SS G 4-18=-60/518, 3-18=-581/142, *Except* B3:2x4 DF 2400F 2.0E G 5-20=-1753/137, 7-20=-1753/137 WEBS 2x4 DF 2400F 2.0E G *Except* W6:2x6 DF NOTES 1800F 1.6E G or 2x6 DF SS G 1) Unbalanced roof live loads have been considered for this BRACING design. TOP CHORD Structural wood sheathing directly applied or 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) 3-8-11 oc purlins. Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc II; Exp C; Enclosed; MWFRS (envelope) exterior zone bracing. and C-C Exterior(2E) 0-0-12 to 4-5-2, Interior (1) 4-5-2 to JOINTS 1 Brace at Jt s : 20 21-10-0, Exterior(2R) 21-10-0 to 26-2-6, Interior (1) 26-2-6 to 43-5-4 zone; cantilever left and right exposed ; MiTek recommends that Stabilizers and end vertical left and right exposed;C-C for members and required cross bracing be installed during forces & MWFRS for reactions shown; Lumber truss erection, in accordance with Stabilizer DOL=1.60 plate grip DOL=1.60 Installation guide. 3) 80.01bAC unit load placed on the bottom chord, 21-10-0 REACTIONS (lb/size) 1=1225/ Mechanical, (min. 0-1-8), from left end, supported at two points, 3-0-0 apart. 11=1226/0-5-8, (min. 0-1-8) 4) All plates are 4x5 MT20 unless otherwise indicated. Max Horiz 1=58 (LC 12) 5) This truss has been designed for a 10.0 psf bottom Max Uplift 1=-85 (LC 8), 11=-84 (LC 9) chord live load nonconcurrent with any other live loads. * 6) This truss has been designed for a live load of 20.Opsf FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 on the bottom chord in all areas where a rectangle (lb) or less except when shown. 3-06-00 tall by 2-00-00 wide will fit between the bottom TOP CHORD 1-2=-4545/448, 2-25=-4523/451, chord and any other members. 3-25=-4522/459, 3-4=-3985/381, 7) A plate rating reduction of 20% has been applied for the 4-26=-3082/276, 5-26=-3046/287, green lumber members. 5-6=-1282/169, 6-7=-1287/169, 8) Refer to girder(s) for truss to truss connections. 7-27=-3045/287, 8-27=-3081/276, 9) Provide mechanical connection (by others) of truss to 8-9=-3942/377, 9-28=-4387/446, bearing plate capable of withstanding 85 lb uplift at joint 10-28=-4388/438, 10-11=-4412/434 1 and 84lb uplift at joint 11. BOT CHORD 1-29=-291/2881, 1-29=-290/2881, 10) This truss is designed in accordance with the 2018 1-30=-411/4406, 19-30=-411/4406, International Building Code section 2306.1 and 19-31=-422/4361,18-31=-422/4361, referenced standard ANSI/TPI1. 18-32=-279/3507, 17-32=-279/3507, 11) This truss has been designed for a moving concentrated 16-17=-279/3507, 16-33=-174/2972, load of 6.01b dead located at all mid panels and at all 33-34=-174/2972, 34-35=-174/2972, panel points along the Bottom Chord, nonconcurrent with 15-35=-174/2972, 14-15=-275/3488, any other live loads. 14-36=-275/3488, 13-36=-275/3488, 12) This truss is designed for a creep factor of 3.01, which is 13-37=-415/4266, 12-37=-415/4266, used to calculate the Vert(CT) deflection perANSI/TPI 1. 12-38=-400/4274, 11-38=-400/4274, LOAD CASE(S) Standard 11-39=-271/2696,11-39=-271/2696 Job Truss Truss Type Qty Ply P1-PLAN 3 BB05 Monopitch 8 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:52 Page: 1 ID:RJg3hTBce8P5Ut6GeDanzbyvoKl-rO1bOdPEuhwh2eeB1kQWFdA?ALr6?Pv7?1B_6PyflwP 7-4-11 14-2-5 7-4-11 6-9-9 4x5% 31' 4 4x5 % °' 3 04x8- 25 1 29 2 3-ice Camber = 11 /16 Scale = 1:74.8 18-8-4 21-10-0 24-11-13 29-5-11 4-5-15 33 5x6= 6x8c 6 6x8. 26 5 7 27 4x5-- 8 36-3-5 43-8-0 6-9-9 7-4-11 4x5. 9 4x8. 28 10 3911 30 19 31 18 32 17 16 33 34 35 15 14 36 13 37 12 38 g 4x12= 2x4o 4x5= 5x8= 4x8= 4x5= 4x5= 4x12= 5x8= 4x5= 2x4,, 4x8= 2x6n 5-11-14 10-10-0 16-0-0 18-8-4 24-11-13 27-8-0 32-1%0 37-8-2 43-8-0 5-11-14 4 4 6-3-9 2_ 4 _ 5-11-14 Plate Offsets (X, Y): [1:0-1-4,0-0-2], [11:0-5-4,0-0-6], [15:0-4-12,0-2-0], [16:0-1-8,0-2-0] Loading (psf) Spacing 1-4-0 CSI DEFL in floc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.29 16 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.95 15-16 >548 180 BCLL 0.0* Rep Stress Incr YES WB 0.22 Horz(CT) 0.22 11 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 265 lb FT = 20% LUMBER WEBS 5-16=0/524, 6-20=-33/449, 8-15=-768/186, TOP CHORD 2x4 DF 2400F 2.0E G *Except* T2,T3:2x6 DF 8-13=-59/490, 9-13=-521/136, 1800F 1.6E G or 2x6 DF SS G 4-16=-788/187, 4-18=-60/517, BOT CHORD 2x6 DF 1800F 1.6E G or 2x6 DF SS G 3-18=-581/142, 7-15=0/515, 5-20=-1753/137, *Except* B3:2x4 DF No.2 G 7-20=-1753/137 WEBS 2x4 DF 2400F 2.0E G *Except* W6:2x6 DF NOTES 1800F 1.6E G or 2x6 DF SS G 1) Unbalanced roof live loads have been considered for this BRACING design. TOP CHORD Structural wood sheathing directly applied or 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) 3-8-11 oc purlins. Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc II; Exp C; Enclosed; MWFRS (envelope) exterior zone bracing. and C-C Exterior(2E) 0-0-12 to 4-5-2, Interior (1) 4-5-2 to JOINTS 1 Brace at Jt s : 20 21-10-0, Exterior(2R) 21-10-0 to 26-2-6, Interior (1) 26-2-6 to 43-5-4 zone; cantilever left and right exposed ; MiTek recommends that Stabilizers and end vertical left and right exposed;C-C for members and required cross bracing be installed during forces & MWFRS for reactions shown; Lumber truss erection, in accordance with Stabilizer DOL=1.60 plate grip DOL=1.60 Installation guide. 3) 80.01bAC unit load placed on the bottom chord, 21-10-0 REACTIONS (lb/size) 1=1225/ Mechanical, (min. 0-1-8), from left end, supported at two points, 3-0-0 apart. 11=1226/0-5-8, (min. 0-1-8) 4) All plates are 4x5 MT20 unless otherwise indicated. Max Horiz 1=58 (LC 12) 5) This truss has been designed for a 10.0 psf bottom Max Uplift 1=-85 (LC 8), 11=-84 (LC 9) chord live load nonconcurrent with any other live loads. * 6) This truss has been designed for a live load of 20.Opsf FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 on the bottom chord in all areas where a rectangle (lb) or less except when shown. 3-06-00 tall by 2-00-00 wide will fit between the bottom TOP CHORD 1-2=-4545/448, 2-25=-4523/451, chord and any other members. 3-25=-4522/459, 3-4=-3984/381, 7) A plate rating reduction of 20% has been applied for the 4-26=-3082/276, 5-26=-3046/287, green lumber members. 5-6=-1283/169, 6-7=-1288/169, 8) Refer to girder(s) for truss to truss connections. 7-27=-3046/287, 8-27=-3082/276, 9) Provide mechanical connection (by others) of truss to 8-9=-3942/377, 9-28=-4387/446, bearing plate capable of withstanding 85 lb uplift at joint 10-28=-4388/438, 10-11=-4412/434 1 and 84lb uplift at joint 11. BOT CHORD 1-29=-291/2881, 1-29=-290/2881, 10) This truss is designed in accordance with the 2018 1-30=-411/4406, 19-30=-411/4406, International Building Code section 2306.1 and 19-31 =-422/4361, 18-31 =-422/4361, referenced standard ANSI/TPI1. 18-32=-279/3508, 17-32=-279/3508, 11) This truss has been designed for a moving concentrated 16-17=-279/3508, 16-33=-174/2972, load of 6.01b dead located at all mid panels and at all 33-34=-174/2972, 34-35=-174/2972, panel points along the Bottom Chord, nonconcurrent with 15-35=-174/2972, 14-15=-275/3488, any other live loads. 14-36=-275/3488, 13-36=-275/3488, 12) This truss is designed for a creep factor of 3.01, which is 13-37=-415/4266, 12-37=-415/4266, used to calculate the Vert(CT) deflection perANSI/TPI 1. 12-38=-400/4274, 11-38=-400/4274, LOAD CASE(S) Standard 11-39=-271/2696,11-39=-271/2696 Job Truss Truss Type Qty Ply P1-PLAN 3 BB06 Monopitch 4 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:53 Page: 1 ID:MH8ZJexEzCLONVol6pN63WyxlHI-rO1 bOdPEuhwh2eeB1 kQWFdA?ALr6?Pv7?1 B_6PyflwP 77-4411 1492-5 1%84 1-10-0 I, 23-11-13 L� 4 95-11 635 43-8-0 6 33 �- 1 5x6= 6x8- 6 6x8o 4x5- 38 5 7 39 4x5* 3P 4 8 21 4x5, 4x5o 3 co 9 8 37 " 26, 4QO 1 26 3611 27 20 28 19 29 18 17 30 31 32 16 15 33 14 34 13 35 91 4x12= 2x4. 4x5= 5x8= 4x8= 4x5= 4x5= 4x12= 4x8= 4x5= 2x4,, 4x8= 2x6n L 5-11-14 10-10-0 t 16-0-0 L 11184 L 24-11-13 L 27-8-0 32-1%0 L 31 -2 L 43-8-0 5-11-14 4 2 8 4 6-3-9 2 8 4 5 4� 5-11-14 Camber = 11 /16 Scale = 1:78.9 Plate Offsets (X, Y): [1:0-1-4,0-0-2], [11:0-5-4,0-0-6], [16:0-4-12,0-2-0], [17:0-1-8,0-2-0] Loading (psf) Spacing 1-4-0 CSI DEFL in floc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.29 17 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.95 16-17 >550 180 BCLL 0.0* Rep Stress Incr YES WB 0.22 Horz(CT) 0.22 11 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 267 lb FT = 20% LUMBER WEBS 5-17=0/524, 6-21=-33/448, 8-16=-763/185, TOP CHORD 2x4 DF 2400F 2.0E G *Except* T2,T3:2x6 DF 8-14=-57/482, 9-14=-505/124, 1800F 1.6E G or 2x6 DF SS G 4-17=-789/187, 4-19=-60/517, BOT CHORD 2x6 DF 1800F 1.6E G or 2x6 DF SS G 3-19=-580/142, 7-16=0/513, 5-21 =-1 749/136, *Except* B3:2x4 DF No.2 G 7-21 =-1 749/136 WEBS 2x4 DF 2400F 2.0E G *Except* W6:2x6 DF NOTES 1800F 1.6E G or 2x6 DF SS G 1) Unbalanced roof live loads have been considered for this BRACING design. TOP CHORD Structural wood sheathing directly applied or 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) 3-8-11 oc purlins. Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc II; Exp C; Enclosed; MWFRS (envelope) exterior zone bracing. and C-C Exterior(2E) 0-0-12 to 4-5-2, Interior (1) 4-5-2 to JOINTS 1 Brace at Jt s : 21 21-10-0, Exterior(2R) 21-10-0 to 26-2-6, Interior (1) 26-2-6 to 44-11-0 zone; cantilever left and right MiTek recommends that Stabilizers and exposed ; end vertical left and right exposed;C-C for required cross bracing be installed during members and forces & MWFRS for reactions shown; truss erection, in accordance with Stabilizer Lumber DOL=1.60 plate grip DOL=1.60 Installation guide. 3) 80.01bAC unit load placed on the bottom chord, 21-10-0 REACTIONS (lb/size) 1=1224/ Mechanical, (min. 0-1-8), from left end, supported at two points, 3-0-0 apart. 11=1294/0-5-8, (min. 0-1-8) 4) All plates are 4x5 MT20 unless otherwise indicated. Max Horiz 1=-65 (LC 17) 5) This truss has been designed for a 10.0 psf bottom Max Uplift 1=-85 (LC 8), 11=-117 (LC 9) chord live load nonconcurrent with any other live loads. * 6) This truss has been designed for a live load of 20.Opsf FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 on the bottom chord in all areas where a rectangle (lb) or less except when shown. 3-06-00 tall by 2-00-00 wide will fit between the bottom TOP CHORD 1-2=-4541/447, 2-37=-4518/450, chord and any other members. 3-37=-4517/458, 3-4=-3980/380, 7) A plate rating reduction of 20% has been applied for the 4-38=-3077/275, 5-38=-3041/285, green lumber members. 5-6=-1281/168, 6-7=-1286/166, 8) Refer to girder(s) for truss to truss connections. 7-39=-3040/280, 8-39=-3076/270, 9) Provide mechanical connection (by others) of truss to 8-9=-3926/373, 9-40=-4349/415, bearing plate capable of withstanding 85 lb uplift at joint 10-40=-4365/404, 10-11=-4374/403 1 and 117lb uplift atjoint 11. BOT CHORD 1-26=-284/2878, 1-26=-283/2878, 10) This truss is designed in accordance with the 2018 1-27=-403/4401, 20-27=-403/4401, International Building Code section 2306.1 and 20-28=-413/4356, 19-28=-413/4356, referenced standard ANSI/TPI 1. 19-29=-261/3503, 18-29=-261/3503, 11) This truss has been designed for a moving concentrated 17-18=-261/3503, 17-30=-164/2967, load of 6.01b dead located at all mid panels and at all 30-31 =-1 64/2967, 31-32=-164/2967, panel points along the Bottom Chord, nonconcurrent with 16-32=-164/2967, 15-16=-265/3479, any other live loads. 15-33=-265/3479, 14-33=-265/3479, 12) This truss is designed for a creep factor of 3.01, which is 14-34=-389/4237, 13-34=-389/4237, used to calculate the Vert(CT) deflection perANSI/TPI 1. 13-35=-366/4237, 11-35=-366/4237, LOAD CASE(S) Standard 11-36=-224/2615,11-36=-224/2615 Job Truss Truss Type Qty Ply P1-PLAN 3 BB07 Common 2 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:53 Page: 1 ID:TGSNxArMHhLxr6eoJYJ R6UyxlxA-JbbzbzQsf_2YgoDNbRxlogj2y15jkg6H EhxXeryflwO m 3-W 22-7-12 44-11-0 8-0-3 14-11-1 21-10-0 28-8-15 35-7-13 43-8-0 8-0-3 6-10-15 6-10-15 6-1-3 6-10-15 8-0-3 0-9-12 1-3-0 1.5x4 n 7x8= 3x10= 1.5x4n 5x10= 3x10= 3x6= 3x6= 1.5x4n 3x10= 3x6= L 8-0-3 14-11-1 22-4-0 1, 1, 28-8-15 3f -13 43-8-0 8-0-3 6-10-15 7-4-15 6-1-3 0-3-12 6-10-15 8-0-3 Camber = 3/8 in Scale = 1:76.8 Plate Offsets (X, Y): [1:0-1-6,Edge] Loading (psf) Spacing 2-3-12 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.21 18-21 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.57 18-21 >478 180 BCLL 0.0* Rep Stress Incr NO WB 0.99 Horz(CT) 0.03 10 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 193 lb FT = 20% LUMBER 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) TOP CHORD 2x4 DF No.2 G Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. BOT CHORD 2x4 DF No.2 G II; Exp C; Enclosed; MWFRS (envelope) exterior zone WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF and C-C Exterior(2E) 0-0-0 to 4-4-6, Interior (1) 4-4-6 to Stud G *Except* W4:2x4 DF No.2 G 21-10-0, Exterior(2R) 21-10-0 to 26-2-6, Interior (1) BRACING 26-2-6 to 44-11-0 zone; cantilever left and right TOP CHORD 2-0-0 oc purlins (3 4-5 max.) exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; (Switched from sheeted: Spacing > 2-0-0). Lumber DOL=1.60 plate grip DOL=1.60 BOT CHORD Rigid ceiling directly applied or 4-7-1 oc 3) This truss has been designed for a 10.0 psf bottom bracing. chord live load nonconcurrent with any other live loads. WEBS 1 Row at midpt 9-13, 2-17, 7-15 4) * This truss has been designed for a live load of 20.Opsf REACTIONS (lb/size) 1=639/ Mechanical, (min. 0-1-8), on the bottom chord in all areas where a rectangle 10=630/0-5-4, (min. 0-1-8), 3-06-00 tall by 2-00-00 wide will fit between the bottom 15=2969/0-5-8, (min. 0-3-6) chord and any other members, with BCDL = 7.Opsf. Max Horiz 1=-113 (LC 13) 5) A plate rating reduction of 20% has been applied for the Max Uplift 1=-125 (LC 12), 10=-169 (LC 9), green lumber members. 15=-203 (LC 8) 6) Refer to girder(s) for truss to truss connections. Max Grav 1=756 (LC 27), 10=747 (LC 26), 7) Provide mechanical connection (by others) of truss to 15=3187 (LC 2) bearing plate capable of withstanding 125 lb uplift at joint FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 1, 169 lb uplift atjoint 10 and 203 lb uplift atjoint 15. (lb) or less except when shown. 8) This truss is designed in accordance with the 2018 TOP CHORD 1-25=-1769/326, 2-25=-1720/344, International Building Code section 2306.1 and 2-3=-313/487, 3-4=-195/536, 4-26=-319/500, referenced standard ANSI/TPI 1. 5-26=-246/535, 5-6=-107/1936, 9) This truss has been designed for a moving concentrated 6-27=-155/2013, 7-27=-170/1924, load of 6.Olb dead located at all mid panels and at all 7-8=-126/852, 8-9=-145/804, panel points along the Bottom Chord, nonconcurrent with 9-28=-1327/347, 10-28=-1367/324 any other live loads. BOT CHORD 1-29=-169/766, 1-29=-169/766, 10) Graphical purlin representation does not depict the size 1-30=-367/1678, 18-30=-367/1678, or the orientation of the purlin along the top and/or 18-31=-367/1678, 17-31=-367/1678, bottom chord. 16-17=-1640/319, 16-32=-1640/319, 11) This truss is designed for a creep factor of 3.01, which is 32-33=-1640/319, 33-34=-1640/319, used to calculate the Vert(CT) deflection perANSI/TPI 1. 15-34=-1640/319, 15-35=-804/201, LOAD CASE(S) Standard 14-35=-804/201, 13-14=-804/201, 13-36=-262/1287, 12-36=-262/1287, 12-37=-262/1287, 10-37=-262/1287, 10-38=-102/564, 10-38=-102/564 WEBS 7-13=-11/639, 9-12=0/334, 9-13=-1638/262, 4-17=-567/193, 2-18=0/321, 2-17=-1596/266, 7-15=-1436/251, 6-15=-476/166, 5-15=-1807/280, 5-17=-307/1874 NOTES 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Qty Ply P1-PLAN 3 BB07A Common 8 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:53 Page: 1 ID:TGSNxArMHhLxr6eoJYJR6UyxlxA-JbbzbzQsf_2YgoDNbRxlogj?Sl7Xkj4H EhxXeryflwO 22-7-12 21-10-0 44-11-0 8-0-3 14-11-1 L 21-2-10 L L L 28-8-15 35-7-13 L 43-8-0 L 8-0-3 6-10-15 6-3-9 6-1-3 6-10-15 8-0-3 �1 0-7-6 1-3-0 0-9-12 n m o L6 `O 28 132 3-Y:k__ 33 3x10= I. 8-0-3 8-0-3 Camber = 7/16 in Scale = 1:80.4 6-0-0 MT20HS 10x20 = 5 6 7 3x10-- 29 W 3�23x6- 4 3x4 c 3 2 ? 20 34 19 35 173616 1.5x4n 4x12= 4x5= 4x5= 4x5= 4x8n 3x6= 7x8= 30 3x4n 8 3x6- 9 3x4, 10 31 4011 a-34�:: 3T5 14 38 13 39 02 3x6= 3x4= 1.5x4n 3x6= 22-7-12 16-0-0 22-4-0 14-11-1 21-2-10 1, A 26-0-0 1,28-8-15 35-7-13 43-84 6-10-15 5-2-10 3-4-4 2-8-15 6-10-15 8-0-3 1-0-15 1-1-5 0-3-12 Plate Offsets (X, Y): [1:0-1-6,Edge], [4:0-2-8,0-1-8], [6:0-2-8,0-3-0], [11:0-2-14,Edge], [21:0-5-4,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in floc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.20 19-20 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.61 19-20 >443 180 MT20HS 165/146 BCLL 0.0* Rep Stress Incr YES WB 0.80 Horz(CT) 0.05 11 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 211lb FT=20% LUMBER TOP CHORD 2x4 DF N0.2 G *Except* T2:2x4 DF 240OF 2.0E G BOT CHORD 2x4 DF No.2 G *Except* B2:2x6 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G *Except* W9,W4,W8,W7:2x4 DF 180OF 1.6E G or 2x4 DF No.1 &Btr G BRACING BOT CHORD 1-32=-151/681, 1-32=-151/681, 1-33=-336/1561,20-33=-336/1561, 20-34=-336/1561,19-34=-336/1561, 18-19=-462/231, 18-35=-465/236, 17-35=-467/236, 17-36=-480/233, 16-36=-480/233, 16-37=-602/160, 15-37=-602/160, 14-15=-602/160, 14-38=-212/1126, 13-38=-212/1126, 13-39=-212/1126 11-39=-212/1126 TOP CHORD Structural wood sheathing directly applied or 11-40=-83/486, 11-40=-83/486 4-0-6 oc purlins. WEBS 8-14=-5/502, 10-13=0/282, 10-14=-1325/229, BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 4-19=0/455, 2-20=0/307, 2-19=-1435/250, bracing. 8-16=-1187/212, 7-16=-349/1622, WEBS 1 Row at mid t 10-14, 2-19, 8-16, 4-21 17-21=-44/376, 5-21=-1202/231, MiTek recommends that Stabilizers and 4-21=-2660/466, 16-21=-3654/623, required cross bracing be installed during 7-21=-2239/402 truss erection, in accordance with Stabilizer NOTES Installation guide. 1) Unbalanced roof live loads have been considered for this REACTIONS (lb/size) 1=567/ Mechanical, (min. 0-1-8), 2) design. Wind: ASCE 7-16; Vult=110mph (3-second gust) 11=56110-5-8, (min. 0-1-8), 16=2538/0-5-9, (min. 0-2-11) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. Max Horiz 1=-98 (LC 13) II; Exp C; Enclosed; MWFRS (envelope) exterior zone Max Uplift 1=-111 (LC 12), 11=-143 (LC 9), and C-C Exterior(2E) 0-0-0 to 4-4-6, Interior (1) 4-4-6 to 16=-169 (LC 8) 21-10-0, Exterior(2R) 21-10-0 to 26-2-6, Interior (1) 26-2-6 to 44-11-0 zone; cantilever left and right Max Grav 1=661 (LC 25), 11=649 (LC 26), exposed ; end vertical left and right exposed;C-C for 16=2538 (LC 1) members and forces & MWFRS for reactions shown; FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 Lumber DOL=1.60 plate grip DOL=1.60 (lb) or less except when shown. 3) All plates are MT20 plates unless otherwise indicated. TOP CHORD 1-28=-1642/301, 2-28=-1600/317, 4) This truss has been designed for a 10.0 psf bottom 2-3=-267/455, 3-4=-199/498, chord live load nonconcurrent with any other live loads. 4-29=-360/2925, 5-29=-343/2987, 5) * This truss has been designed for a live load of 20.Opsf 5-6=-296/2721, 6-7=-303/2816, on the bottom chord in all areas where a rectangle 7-30=-128/1592, 8-30=-141/1502, 3-06-00 tall by 2-00-00 wide will fit between the bottom 8-9=-94/641, 9-10=-111/598, chord and any other members. 10-31=-1160/285, 11-31=-1195/265 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 111 lb uplift at joint 1, 143 lb uplift at joint 11 and 169lb uplift at joint 16. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 3 BB08 Common Structural Gable 2 1 Job Reference (optional) Builder FirstSource, user n 'Q o> � N cS o 76 ON �0D 0-3-1 o a Camber = 5/16 in Scale = 1:84.5 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:54 Page: 1 I D:PP77SFoziFvJSQTnSB3CRgyxlkK-nn9LpJRVQIAPlyoZ99T_K2FFu9UwT9YQSLg5AlyflwN L 8-0-3 L 14-11-1 22-7-12 21-10-0 L 21-1-12 1,L 28-8-15 L 31-6-7 35-7-13 32-10-7 8-0-3 6-10-15 6-2-10 6-1-3 2 9 8 01 2.9-7 0-8-4 0-9-12 r N 2x4n 4x12= 2x4u 2x4u 2x6n 3F2 2x4n 4x5e 2x4n 2x4n 2x4n 4x5o 4x8-- 4x8- 2x4n 2x4n 5 6 7 2x4n 2x4n 2x4n 4x6 a 70 71 2x4n W 2x4��2x4n 4 $ 2x4n 2x6- 3 1SEST V? 10 3x4, 2x4n 2 o11 E2ft 69S S 9S 0 1 73 1 2S S S S S S 1 74 30752976282"2678257924 80 23 221812OB219 83 18 81867 16 15 86 14 5x8- 2x6n 4x6= 6x8= 4x12= 2x4n 3x4= 3x6= 3x6= 2x4n 2x4n 72 8�2 13 87 3x6= 22-7-12 8-0-3 14-11-1 21-1-12 28-8-15 35-7-13 43-8-0 8-0-3 6-10-15 6-2-10 1-6- 6-1-3 6-10-15 8-0-3 Plate Offsets (X, Y): [3:0-3-1,0-2-0], [6:0-6-0,Edge], [9:0-3-7,Edge], [12:0-2-10,Edge], [18:0-3-9,0-3-0], [44:0-1-11,0-0-12], [46:0-1-11,0-0-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.12 14-68 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.41 14-68 >591 180 BCLL 0.0* Rep Stress Incr NO WB 0.85 Horz(CT) 0.07 12 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 298lb FT=20% LUMBER BOT CHORD 1-73=-1848/2016, 1-73=-1275/1444, TOP CHORD 2x6 DF N0.2 G *Except* T3:2x4 DF No.2 G 1-74=-2497/2343, 30-74=-2025/1494, BOT CHORD 2x4 DF No.2 G 30-75=-1554/1399, 29-75=-1320/1165, WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 29-76=-1047/931, 28-76=-852/697, Stud G *Except* W9,W8:2x6 DF No.2 G 28-77=-618/463, 27-77=-419/315, OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 26-27=-320/166, 26-78=-277/123, Stud G 25-78=-465/310, 25-79=-745/591, 24-79=-979/825, 24-80=-1639/1484, BRACING 23-80=-2298/2144, 409, TOP CHORD Structural wood sheathing directly applied or 21-22=-1225/852, 21-81=-1459/1123, 1-81=--777/112 4-1-1 oc purlins. 20-81=-1743/1375, 20-82=-1790/1609, BOT CHORD Rigid ceiling directly applied or 3-8-7 oc 19-82=-2211/1843, 19-83=-2558/2190, bracing. 18-83=-2905/2478, 18-84=-2014/1381, WEBS 1 Row at mid t 11-15, 2-23, 4-18 84-85=-2422/1578, 17-85=-2422/1578, MiTek recommends that Stabilizers and 16-17=-1772/1726, 15-16=-1772/1726, required cross bracing be installed during 15-86=-1399/2281, 14-86=-1399/2281, truss erection, in accordance with Stabilizer 14-87=-1399/2281, 12-87=-1399/2281, Installation guide. 12-88=-383/784, 12-88=-383/784 WEBS 15-31=0/464, 8-31=0/455, 11-14=0/287, REACTIONS All bearings 22-9-8. except 12=0-5-4 11-15=-1163/183, 4-23=-1097/1203, (lb) - Max Horiz 1=-96 (LC 17) 2-27=-1072/839, 2-23=-1914/1692, Max Uplift All uplift 100 (lb) or less at joint(s) 8-17=-973/163, 7-17=-925/472, 28, 30 except 1=-651 (LC 27), 17-31=-272/76, 5-18=-680/343, 12=-253 (LC 28), 17=-211 (LC 28), 4-18=-1923/1371 18=-1019 (LC 28), 23=-646 (LC NOTES 27), 27=-837 (LC 27), 29=-130 (LC 1) Unbalanced roof live loads have been considered for this 29) design. Max Grav All reactions 250 (lb) or less at joint 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) (s) 19, 20, 21, 24, 25, 26, 28, 29 Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. except 1=775 (LC 26), 12=764 (LC II; Exp C; Enclosed; MWFRS (envelope) exterior zone 25), 17=1344 (LC 30), 18=1647 and C-C Exterior(2E) 0-0-0 to 4-4-6, Interior (1) 4-4-6 to (LC 25), 23=674 (LC 26), 27=1053 21-10-0, Exterior(2R) 21-10-0 to 26-2-6, Interior (1) (LC 26), 30=259 (LC 29) 26-2-6 to 44-11-0 zone; cantilever left and right FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 exposed ; end vertical left and right exposed;C-C for (lb) or less except when shown. members and forces & MWFRS for reactions shown; TOP CHORD 1-69=-2614/2870, 2-69=-2241/2399, Lumber DOL=1.60 plate grip DOL=1.60 2-3=-3253/3593, 3-4=-2459/2461, 3) Truss designed for wind loads in the plane of the truss 4-70=-3163/3997, 5-70=-2508/2978, only. For studs exposed to wind (normal to the face), 5-6=-1866/2699, 6-7=-1725/2535, see Standard Industry Gable End Details as applicable, 7-71 =-1 635/2714, 8-71 =-1 090/1786, or consult qualified building designer as perANSI/TPI 1. 8-9=-925/1181, 9-10=-190/641, 4) All plates are 1.5x4 MT20 unless otherwise indicated. 10-11=-293/323, 11-72=-1582/771, 5) Gable studs spaced at 1-4-0 oc. 12-72=-2027/1096 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 28, 30 except Qt=lb) 1=651, 12=253, 23=646, 27=837, 17=210, 18=1018, 29=129. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 12) This truss has been designed for a total seismic drag load of 8000 lb. Lumber DOL=(1.33) Plate grip DOL= (1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 22-9-8 for 351.0 plf. 13) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 3 BC01 Common 5 1 Job Reference (optional) Builder FirstSource, user Camber = 5/16 in Scale = 1:45.4 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:55 Page: 1 ID:Q1G8CH 4UNdBWOInNeHTLWyxmEM-GzjkOfS7BclGv5Nmjs_DtFOVOZriCl1ah?QejkyflwM 1,-1-3-0 1, 5-10-10 10-8-0 L 15-5-6 L 21-4-0 ,22-7-01, 1-3-0 5-10-10 4-9-6 4-9-6 5-10-10 1-3-0 12 3r 4x6= 3x4= 3x6= 3x4= 3x10= 3x10= 7-5-12 L 13-10-4 L 21-4-0 , 7-5-12 6-4-8 7-5-12 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.13 8-10 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.43 8-10 >597 180 BCLL 0.0* Rep Stress Incr YES WB 0.26 Horz(CT) 0.09 6 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 80 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING 5) TOP CHORD Structural wood sheathing directly applied or 3-6-2 oc purlins. 6) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc racing. MiTek recommends that Stabilizers and 7) required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 8) REACTIONS (lb/size) 2=960/0-5-8, (min. 0-1-8), 6=960/0-5-8, (min. 0-1-8) Max Horiz 2=48 (LC 17) 9) Max Uplift 2=-134 (LC 8), 6=-134 (LC 9) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 L (lb) or less except when shown. TOP CHORD 2-17=-2645/418, 3-17=-2624/435, 3-18=-2311/359, 4-18=-2267/371, 4-19=-2267/371, 5-19=-2311/359, 5-20=-2624/435, 6-20=-2645/418 BOT CHORD 2-21=-113/866, 2-21=-113/866, 2-22=-368/2545, 10-22=-368/2545, 10-23=-220/1730,9-23=-220/1730, 8-9=-220/1730, 8-24=-374/2545, 6-24=-374/2545, 6-25=-116/866, 6-25=-116/866 WEBS 4-8=-66/632, 5-8=-466/147, 4-10=-66/632, 3-10=-466/147 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-3-0 to 1-9-0, Interior (1) 1-9-0 to 10-8-0, Exterior(2R) 10-8-0 to 13-8-0, Interior (1) 13-8-0 to 22-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. A plate rating reduction of 20% has been applied for the green lumber members. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 134 lb uplift at joint 2 and 134 lb uplift at joint 6. This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. )AD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 3 BCO2 Common Supported Gable 1 1 Job Reference (optional) 11-2-8 1-11 L L L 21 10-1-8 a 4x6= 12 0 9 Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:55 Page: 1 I D:TulpQvhOQPBmDP9blvn Dl2yxm9a-GzjkOfS7BclGv5Nmjs_DtFOZFZzgCpTah?QejkyflwM r N 17 3x4= 1.5x4 a 1.5x4 n 1.5x4 n 3x4= 1.5x4u 1.5x4n 1.5x4n 1.5x4u 1.Sx4u 1.Sx4u 5x6= 1.5x4 a 1.5x4 n 9-11-11 21-4-0 Scale = 1:56.4 9-11-11 11-4-4 Plate Offsets (X, Y): [23:0-3-0,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.09 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.04 Horz(CT) 0.00 25 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 101 lb FT = 20% LUMBER TOP CHORD 2x4 DF N0.2 G *Except* T2:2x6 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 21-4-0. (Ib) - Max Horiz 2=-47 (LC 13), 35=-47 (LC 13) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 16, 18, 19, 20, 21, 22, 25, 26, 27, 28, 29, 32, 35 Max Grav All reactions 250 (lb) or less at joint (s) 2, 16, 19, 20, 21, 22, 24, 25, 26, 27, 28, 32, 35 except 18=337 (LC 30), 29=337 (LC 29) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-463/437, 3-4=-338/334, 4-5=-347/304, 5-6=-268/242, 12-13=-268/242, 13-14=-347/304, 14-15=-338/334, 15-16=-463/437 BOT CHORD 2-42=-439/448, 29-42=-372/339, 29-43=-304/326, 28-43=-273/295, 28-44=-236/257, 19-50=-236/257, 19-51=-273/295, 18-51=-304/326, 18-52=-372/339, 16-52=-439/448 WEBS 4-29=-257/94, 14-18=-257/94 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-3-0 to 1-9-0, Exterior(2N) 1-9-0 to 10-8-0, Corner(3R) 10-8-0 to 13-8-0, Exterior(2N) 13-8-0 to 22-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 16, 25, 26, 27, 28, 29, 22, 21, 20, 19, 18, 2, 16, 2. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total seismic drag load of 1000 lb. Lumber DOL=(1.33) Plate grip DOL= (1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 21-4-0 for 46.9 plf. 14) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 3 BD01 Roof Special 3 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:56 Page: 1 ID:UFN EpUboOJOW2FH Dh44txuyvn3k-kAH6D?SlyvQ7XFyyGZVSPTLiRzlgxDCjwf9CFAyfIwL ov v 0 N N L6 o A M 9-0-0 4-5-7 8-6-6 4-5-7 4-0-15 0-5-10 120.25 3x4 = 3x4 = 2x4 n 4-5-7 9-0-0 4-5-7 4-6-9 Scale = 1:42.6 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.01 5-6 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.02 5-6 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.20 Horz(CT) 0.00 4 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 56 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G *Except* W5:2x6 DF No.2 G BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=353/0-5-8, (min. 0-1-8), 6=353/ Mechanical, (min. 0-1-8) Max Horiz 6=-191 (LC 8) Max Uplift 4=-105 (LC 9), 6=-59 (LC 13) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-289/281, 3-4=-329/394 BOT CHORD 6-8=-359/286, 5-8=-359/286 WEBS 2-6=-357/410, 2-5=-116/292, 3-5=-418/322 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 4 and 59 lb uplift at joint 6. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 10) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 3 BD02 Roof Special 2 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:56 Page: 1 D:jKebsxxAM k3afj BskJ? U HAyxsKL-kAH6D?SlyvQ7XFyyGZVS PTLi Gz IzxDkjwf9CFAyflwL o v a 0 a N N � 1? 9 M M M 9-5-8 4-8-3 8-11-14 4-8-3 4-3-11 0-5-10 12 -10.25 3x4 = 3x4 = 2x4 n 4-8-3 9-5-8 4-8-3 4-9-5 Scale = 1:40.8 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.01 5-6 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.03 5-6 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.23 Horz(CT) 0.00 4 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 58 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G *Except* W5:2x6 DF No.2 G BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=372/0-5-8, (min. 0-1-8), 6=372/0-5-8, (min. 0-1-8) Max Horiz 6=-191 (LC 8) Max Uplift 4=-105 (LC 9), 6=-61 (LC 13) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-317/297, 3-4=-342/397 BOT CHORD 6-8=-376/315, 5-8=-376/315 WEBS 2-6=-368/410, 2-5=-134/299, 3-5=-447/354 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 4 and 61 lb uplift at joint 6. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 3 BD03 Roof Special Girder 1 1 Job Reference (optional) Builder FirstSource, user o 1 Scale = 1:49.5 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:56 Page: 1 ID:jKebsxxAMk3afjBskJ?U HAyxsKL-kAH6D?SlyvQ7XFyyGZVSPTLhpzJ4xGYjwf9CFAyflwL 0-3-9 9-5-8 4-8-3 8-11-14I 4-4-10 4-3-11 0-3-9 0-5-10 4x5= 1.5x4n 1.5x4 n 120.25 3x4= 2x6= 1.5x4 n 1.5x4n 4x6= Plate Offsets (X, Y): [11:0-4-12,0-2-0] Loading (psf) Spacing 2-0-0 CSI DEFL in floc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 9-10 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.08 Vert(CT) 0.00 9-10 >999 180 BCLL 0.0* Rep Stress Incr NO WB 0.05 Horz(CT) 0.00 4 n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix-MSH Weight: 91 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x6 DF No.2 G WEBS 2x6 DF No.2 G *Except* W1,W3,W5:2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads TOP CHORD Structural wood sheathing directly applied or 7) * This truss has been designed for a live load of 20.Opsf 6-0-0 oc purlins, except end verticals. on the bottom chord in all areas where a rectangle BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 3-06-00 tall by 2-00-00 wide will fit between the bottom racing. chord and any other members. MiTek recommends that Stabilizers and 8) A plate rating reduction of 20% has been applied for the required cross bracing be installed during green lumber members. truss erection, in accordance with Stabilizer 9) Provide mechanical connection (by others) of truss to Installation guide. bearing plate capable of withstanding 100 lb uplift at joint REACTIONS All bearings 9-5-8. (s) 7, 8 except (jt=lb) 10=199, 4=110, 5=148, 9=197. (lb) -Max 34) Horiz 10=-113 (LC 34) 10) This truss is designed in accordance with the 2018 Max Uplift All uplift 100 o lesst or less at joint(s) International Building Code section 2306.1 and 7, 8 except 4(lb) except(LC 5 5=-148 referenced standard ANSI/TPI 1. (LC 4), (LC 5), 10=-200 (LC 11) This truss has been designed for a moving concentrated 9) load of 6.01b dead located at all mid panels and at all Max Grav All reactions 250 (lb) or less at joint panel points along the Bottom Chord, nonconcurrent with (s) 5, 6, 7, 8 except 4=318 (LC 1), any other live loads. 12) "NAILED" indicates Girder: 3-10d (0.148" x 3") toe -nails 9=287 (LC 15), 10=456 (LC 1) per NDS guidelines. FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 13) This truss is designed for a creep factor of 3.01, which is (lb) or less except when shown. used to calculate the Vert(CT) deflection perANSI/TPI 1. BOT CHORD 10-21=-133/264, 21-22=-133/264, LOAD CASE(S) Standard 22-23=-133/264, 9-23=-133/264, 1) Dead + Roof Live (balanced): Lumber Increase=1.25, 9-24=-133/264, 8-24=-133/264, Plate Increase=1.25 8-25=-133/264, 7-25=-133/264, Uniform Loads (Ib/ft) 7-26=-133/264, 6-26=-133/264, Vert: 1-3=-68, 4-10=-14 6-27=-133/264, 5-27=-133/264, 5-28=-133/264, 4-28=-133/264 Concentrated Loads (lb) WEBS 10-11=-317/72, 2-11=-286/69, 2-12=-275/105, Vert: 5=-148, 21=-152, 23=-148 4-12=-312/124 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 Job Truss Truss Type Qty Ply P1-PLAN 3 BE01 Flat Supported Gable 1 1 Job Reference (optional) Builder FirstSource, user Scale = 1:37.9 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:56 Page: 1 I D:zsea7oMFRg54n?4YE5wM_gyvmin-kAH6D?SlyvQ7XFyyGZVSPTLd6zlzx2yjwf9CFAyflwL 4-3-14 4x6 = 11 5 12 4 13 5x6 = 3x10 n 4-3-14 Plate Offsets (X, Y): [6:0-3-0,0-1-12] Loading (psf) Spacing 2-0-0 CSI DEFL in floc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.15 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.92 Horiz(TL) 0.00 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 43 lb FT = 20% LUMBER 3) Provide adequate drainage to prevent water ponding. TOP CHORD 2x4 DF No.2 G 4) All plates are 1.5x4 MT20 unless otherwise indicated. BOT CHORD 2x4 DF No.2 G 5) Gable requires continuous bottom chord bearing. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 6) Gable studs spaced at 1-4-0 oc. Stud G 7) This truss has been designed for a 10.0 psf bottom OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF chord live load nonconcurrent with any other live loads. Stud G 8) * This truss has been designed for a live load of 20.Opsf BRACING on the bottom chord in all areas where a rectangle TOP CHORD Structural wood sheathing directly applied or 3-06-00 tall by 2-00-00 wide will fit between the bottom 4-3-14 oc purlins, except end verticals. chord and any other members. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 9) A plate rating reduction of 20 has been applied for the /o bracin green lumber members. 10) Provide mechanical connection (by others) of truss to MiTek recommends that Stabilizers and bearing plate capable of withstanding 1030 lb uplift at required cross bracing be installed during joint 3 and 1031 lb uplift at joint 6. truss erection, in accordance with Stabilizer 11) This truss is designed in accordance with the 2018 Installation guide. International Building Code section 2306.1 and REACTIONS All bearings 4-3-14. referenced standard ANSI/TPI 1. (lb) - Max Horiz 6=-161 (LC 8) 12) This truss has been designed for a moving concentrated Max Uplift All uplift 100 (lb) or less at joint(s) load of 6.01b dead located at all mid panels and at all except 3=-1030 (LC 28), 6=-1031 panel points along the Bottom Chord, nonconcurrent with (LC 27) any other live loads. Max Grav All reactions 250 (lb) or less at joint re o less 13) This truss has been designed for a total seismic drag (sl 5 except 3=1b) tat (s) 4, 5 load of 1000 lb. Lumber DOL=(1.33) Plate grip DOL= (LC 26) (1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 4-3-14 for 231.3 plf. FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 14) This truss is designed for a creep factor of 3.01, which is (lb) or less except when shown. used to calculate the Vert(CT) deflection perANSI/TPI 1. TOP CHORD 1-2=-838/838, 2-3=-1125/1035 LOAD CASE(S) Standard BOT CHORD 6-11=-904/904, 5-11=-794/794, 5-12=-657/657, 4-12=-380/380, 4-13=-349/349 WEBS 2-6=-1418/1418 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. Job Truss Truss Type Qty Ply P1-PLAN 3 BE02 Flat 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:56 Page: 1 I D:a6Sj7iQpgOTZBf?rVY3NeRyvmma-kAH6D?SlyvQ7XFyyGZVSPTLiRzl IxEgjwf9CFAyflwL 0-5-10 4-3-14 3-10-4 0-5-10 c4 n 2x6 n 3x4= Scale = 1:38.5 4-3-14 11 Loading (psf) Spacing 2-0-0 CSI DEFL in floc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.01 3-4 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.03 3-4 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.17 Horz(CT) 0.00 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 32 lb FT = 20% LUMBER 8) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 142 lb uplift at joint BOT CHORD 2x4 DF No.2 G 4 and 142 lb uplift at joint 3. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 9) This truss is designed in accordance with the 2018 Stud G *Except* W1:2x6 DF No.2 G International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 10) This truss has been designed for a moving concentrated 4-3-14 oc purlins, except end verticals. load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 10-0-0 oc panel points along the Bottom Chord, nonconcurrent with racing. any other live loads. 11) This truss is designed for a creep factor of 3.01, which is MiTek recommends that Stabilizers and used to calculate the Vert(CT) deflection perANSI/TPI 1. required cross bracing be installed during LOAD CASE(S) Standard truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=162/ Mechanical, (min. 0-1-8), 4=162/0-5-8, (min. 0-1-8) Max Horiz 4=-184 (LC 10) Max Uplift 3=-142 (LC 9), 4=-142 (LC 8) Max Grav 3=191 (LC 19), 4=191 (LC 20) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-164/452 BOT CHORD 4-6=-306/365, 3-6=-306/365 WEBS 1-3=-391/343 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. Job Truss Truss Type Qty Ply P1-PLAN 3 BE03 Flat 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:57 Page: 1 ID:xcJSJ1 uHU_01JfULHFGXjfyvmlz-CMgURLTNjDY_9PX8gHOhygttOMeXgh5s8JvindyflwK 0-5-10 4-3-14 3-104 0-5-10 (4 u 2x6 n 3x4 = Scale = 1:38.7 4-3-14 Loading (psf) Spacing 2-0-0 CSI DEFL in floc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.01 3-4 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.03 3-4 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.16 Horz(CT) 0.00 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 32 lb FT = 20% LUMBER 8) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 141 lb uplift at joint BOT CHORD 2x4 DF No.2 G 4 and 141 lb uplift at joint 3. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 9) This truss is designed in accordance with the 2018 Stud G *Except* W1:2x6 DF No.2 G International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 10) This truss has been designed for a moving concentrated 4-3-14 oc purlins, except end verticals. load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 10-0-0 oc panel points along the Bottom Chord, nonconcurrent with racing. any other live loads. 11) This truss is designed for a creep factor of 3.01, which is MiTek recommends that Stabilizers and used to calculate the Vert(CT) deflection perANSI/TPI 1. required cross bracing be installed during LOAD CASE(S) Standard truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=162/ Mechanical, (min. 0-1-8), 4=162/0-5-8, (min. 0-1-8) Max Horiz 4=-183 (LC 8) Max Uplift 3=-141 (LC 9), 4=-141 (LC 8) Max Grav 3=190 (LC 19), 4=190 (LC 20) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-163/446 BOT CHORD 4-6=-299/351, 3-6=-299/351 WEBS 1-3=-375/336 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. Job Truss Truss Type Qty Ply P1-PLAN 3 BE04 Flat 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:57 Page: 1 ID:Mj2S4hLUmM2nFLpSyWRCj8yvml0-CMq U RLTNjDY_9PX8gHOhygtttMeXgh5s8JvindyflwK 0-5-10 4-3-14 3-10-4 0-5-10 (4 n 2x6 n 3x4 = Scale = 1:38.7 4-3-14 Loading (psf) Spacing 2-0-0 CSI DEFL in floc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.01 3-4 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.03 3-4 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.16 Horz(CT) 0.00 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 32 lb FT = 20% LUMBER 8) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 141 lb uplift at joint BOT CHORD 2x4 DF No.2 G 4 and 141 lb uplift at joint 3. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 9) This truss is designed in accordance with the 2018 Stud G *Except* W1:2x6 DF No.2 G International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 10) This truss has been designed for a moving concentrated 4-3-14 oc purlins, except end verticals. load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 10-0-0 oc panel points along the Bottom Chord, nonconcurrent with racing. any other live loads. 11) This truss is designed for a creep factor of 3.01, which is MiTek recommends that Stabilizers and used to calculate the Vert(CT) deflection perANSI/TPI 1. required cross bracing be installed during LOAD CASE(S) Standard truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=162/ Mechanical, (min. 0-1-8), 4=162/0-5-8, (min. 0-1-8) Max Horiz 4=-182 (LC 8) Max Uplift 3=-141 (LC 9), 4=-141 (LC 8) Max Grav 3=190 (LC 19), 4=190 (LC 20) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-163/444 BOT CHORD 4-6=-297/347, 3-6=-297/347 WEBS 1-3=-371/335 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. Job Truss Truss Type Qty Ply P1-PLAN 3 BF01 Monopitch 2 1 Job Reference (optional) Builder FirstSource, user 049 ,I' Scale = 1:36.5 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:57 Page: 1 ID:OYLHd79nwEevFkJf6pukFXyvZDI-CMq U RLTNjDY_9PX8gHOhygtufMeCgjas8JvindyflwK -1-3-0 4-3-14 1-3-0 4-3-14 2x6 = 4-3-14 1.5x4 n 1.5x4 n N M M Plate Offsets (X, Y): [2:0-3-8,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.01 4-7 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.04 4-7 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 19 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 4-3-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=269/0-5-8, (min. 0-1-8), 4=158/ Mechanical, (min. 0-1-8) Max Horiz 2=116 (LC 11) Max Uplift 2=-31 (LC 12), 4=-39 (LC 12) Max Grav 2=269 (LC 1), 4=175 (LC 19) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-3-0 to 1-9-0, Interior (1) 1-9-0 to 4-2-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 lb uplift at joint 4 and 31 lb uplift at joint 2. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 3 CA01 Common Supported Gable 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:57 Page: 1 ID:t1 FOYFFTnPC4SgHwHdAXQgyvXfm-CMgURLTNjDY_9PX8gHOhygtvlMf—ge7s8JvindyflwK 1-3-0 1, 1-7-0 1, 6-11-0 1, 12-3-0 13-10-0 15-1-0 11 1-3-0 111-7-0 1154-0 5-4-0 111-7-0 111-3-0 11 5x6= 3 F2 2x4 n 2x4 n 3x6 % 2x4 n 7vd„ 2x4 n 4x6c 6x8= 6x8= Scale = 1:50.5 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.10 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.35 Horz(CT) 0.00 21 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 96 lb FT = 20% LUMBER TOP CHORD 2x4 DF N0.2 G *Except* T2:2x6 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 13-10-0. (lb) - Max Horiz 26=-46 (LC 10) Max Uplift All uplift 100 (lb) or less at joint(s) 18, 19, 20, 22, 23, 24 except 16=-708 (LC 28), 17=-559 (LC 27), 25=-559 (LC 28), 26=-708 (LC 27) Max Grav All reactions 250 (lb) or less at joint (s) 18, 19, 20, 21, 22, 23, 24 except 16=851 (LC 25), 17=621 (LC 26), 25=621 (LC 25), 26=851 (LC 26) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-421/409, 5-27=-299/288, 11-28=-299/288,11-12=-421/409 BOT CHORD 26-29=-488/492, 25-29=-436/440, 25-30=-384/379, 24-30=-336/340, 24-31=-286/292, 18-36=-286/292, 18-37=-336/340, 17-37=-384/379, 17-38=-436/440, 16-38=-488/492 WEBS 4-25=-581/556, 12-17=-581/556, 4-26=-921/904,12-16=-921/904 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-3-0 to 1-7-0, Exterior(2N) 1-7-0 to 6-11-0, Corner(3R) 6-11-0 to 9-11-0, Exterior(2N) 9-11-0 to 15-1-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 10) A plate rating reduction of 20% has been applied for the green lumber members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 22, 23, 24, 20, 19, 18 except Qt=lb) 25=559, 17=559, 26=707, 16=707. 12) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 14) This truss has been designed for a total seismic drag load of 1000 lb. Lumber DOL=(1.33) Plate grip DOL= (1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 13-10-0 for 72.3 plf. 15) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 3 CA02 Common 4 1 Job Reference (optional) Builder FirstSource, user Camber = 3/16 in Scale = 1:40.6 -1-3-0 1-3-0 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:57 Page: 1 ID:HXpgv1 Sh5R019hpQzTVH 17yvXgn-CMq U RLTNj DY_9PX8gHOhygtkRMahgijs8JvindyflwK 6-11-0 6-11-0 12 3r 9-3-4 k 13-10-0 15-1-0 2-4-4 4-6-12 1-3-0 5x8= 3 1.5x4 n 11 4 12 4x5 n 3x6a 10 13 2 W 5 1 W W I W W 2- 15 9 7 14 15 3x10= 1.5x4 n 3x10 = 9-3-4 13-10-0 L 9-3-4 4-6-12 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.16 8-9 >706 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.37 8-9 >297 180 BCLL 0.0* Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 7 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 73 lb FT = 20% LUMBER 5) A plate rating reduction of 20% has been applied for the TOP CHORD 2x4 DF No.2 G green lumber members. BOT CHORD 2x4 DF No.2 G 6) Provide mechanical connection (by others) of truss to WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF bearing plate capable of withstanding 79 lb uplift at joint Stud G 7, 106 lb uplift at joint 9 and 42 lb uplift at joint 8. BRACING 7) This truss is designed in accordance with the 2018 TOP CHORD Structural wood sheathing directly applied or International Building Code section 2306.1 and 6-0-0 oc purlins, except end verticals. referenced standard ANSI/TPI 1. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 8) This truss has been designed for a moving concentrated racing. load of 6.Olb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with MiTek recommends that Stabilizers and any other live loads. required cross bracing be installed during 9) This truss is designed for a creep factor of 3.01, which is truss erection, in accordance with Stabilizer used to calculate the Vert(CT) deflection perANSI/TPI 1. Installation guide. LOAD CASE(S) Standard REACTIONS (lb/size) 7=240/0-5-8, (min. 0-1-8), 8=609/0-5-8, (min. 0-1-8), 9=452/0-5-8, (min. 0-1-8) Max Horiz 9=-45 (LC 10) Max Uplift 7=-79 (LC 9), 8=42 (LC 9), 9=-106 (LC 8) Max Grav 7=240 (LC 26), 8=609 (LC 1), 9=452 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-371/192 WEBS 3-8=-314/161 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-3-0 to 1-9-0, Interior (1) 1-9-0 to 6-11-0, Exterior(2R) 6-11-0 to 9-11-0, Interior (1) 9-11-0 to 15-1-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. Job Truss Truss Type Qty Ply P1-PLAN 3 CB01 Common 5 1 Job Reference (optional) Builder FirstSource, user Camber = 5/16 in Scale = 1:45.4 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:58 Page: 1 I D:dGCa3UXKUuHgN N MFGZiN RoyvXOR-gYOsehU?UXgrmZ6L0_XwVuQ02mtPP6mONzeIJ3yflwJ 1,-1-3-0 1, 5-10-10 10-8-0 L 15-5-6 L 21-4-0 ,22-7-01, 1-3-0 5-10-10 4-9-6 4-9-6 5-10-10 1-3-0 12 3r 4x6= 3x4= 3x6= 3x4= 3x10= 3x10= 7-5-12 L 13-10-4 L 21-4-0 , 7-5-12 6-4-8 7-5-12 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.13 8-10 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.43 8-10 >597 180 BCLL 0.0* Rep Stress Incr YES WB 0.26 Horz(CT) 0.09 6 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 80 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING 5) TOP CHORD Structural wood sheathing directly applied or 3-6-2 oc purlins. 6) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc racing. MiTek recommends that Stabilizers and 7) required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 8) REACTIONS (lb/size) 2=960/0-5-8, (min. 0-1-8), 6=960/0-5-4, (min. 0-1-8) Max Horiz 2=48 (LC 13) 9) Max Uplift 2=-134 (LC 8), 6=-134 (LC 9) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 L (lb) or less except when shown. TOP CHORD 2-17=-2645/418, 3-17=-2624/435, 3-18=-2311/359, 4-18=-2267/371, 4-19=-2267/371, 5-19=-2311/359, 5-20=-2624/435, 6-20=-2645/418 BOT CHORD 2-21=-113/866, 2-21=-113/866, 2-22=-368/2545, 10-22=-368/2545, 10-23=-220/1730,9-23=-220/1730, 8-9=-220/1730, 8-24=-374/2545, 6-24=-374/2545, 6-25=-116/866, 6-25=-116/866 WEBS 5-8=-466/147, 4-10=-66/632, 3-10=-466/147, 4-8=-66/632 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-3-0 to 1-9-0, Interior (1) 1-9-0 to 10-8-0, Exterior(2R) 10-8-0 to 13-8-0, Interior (1) 13-8-0 to 22-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. A plate rating reduction of 20% has been applied for the green lumber members. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 134 lb uplift at joint 6 and 134 lb uplift at joint 2. This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. )AD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 3 CB02 Common Supported Gable 1 1 Job Reference (optional) Builder FirstSource, user c� A N 0-3-1 Scale = 1:45.4 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:58 Page: 1 ID:g4e02NjssV48bCh1 M4SgGyyvXlc-gYOsehU?UXgrmZ6L0_XwVuWmn9PApONzeIJ3yflwJ 1-3-0 1, 10-8-0 214-0 22-7-0 1-3-0 10-8-0 10-8-0 1-3-0 2x4 n 2x4 n 2x4n 5x10= 2x4n 312 2x4 n 4 2x4 n 3x10= 3x4= 3x10= 21-4-0 Plate Offsets (X, Y): [2:0-5-0,Edge], [6:0-5-0,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 1.00 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.00 Horz(CT) 0.06 26 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 97 lb FT = 20% LUMBER BOT CHORD 2-35=-139/576, 2-35=-139/576, TOP CHORD 2x4 DF N0.2 G *Except* T2:2x6 DF No.2 G 2-36=-383/1436, 17-36=-383/1436, BOT CHORD 2x4 DF No.2 G 17-37=-383/1436, 16-37=-383/1436, OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 16-38=-383/1436, 15-38=-383/1436, Stud G 15-39=-383/1436, 14-39=-383/1436, 14-40=-383/1436, 13-40=-383/1436, BRACING 12-13=-383/1436 11-12=-383/1436 TOP CHORD Structural wood sheathing directly applied or 11 -41 =-383/1436, 10-41=-383/1436, 4-11-11 oc purlins. 10-42=-383/1436, 9-42=-383/1436, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 9-43=-383/1436, 8-43=-383/1436, bracing, Except: 8-44=-383/1436, 6-44=-383/1436, 6-0-0 oc bracing: 2-17,6-8. 6-45=-143/576, 6-45=-143/576 MiTek recommends that Stabilizers and NOTES required cross bracing be installed during 1) Unbalanced roof live loads have been considered for this truss erection, in accordance with Stabilizer design. Installation guide. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) REACTIONS All bearings 21-4-0. Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. (lb) -Max Horiz 2=-47 (LC 13), 29=-47 (LC 13) 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-3-0 to 1-9-0, Interior (1) 1-9-0 to lb) r l Max Uplift All uplift 100 (lb) or less at joint(s) int(s) 10-8-0, Exterior(2R) 10-8-0 to 13-8-0, Interior (1) 13-8-0 8, 10, 11, 14, except 1, 14, 1 to 22-7-0 zone; cantilever left and right exposed ; end (LC ), 6=-17 (LC 9), 9=-247 (LC (LC 8), vertical left and right exposed;C-C for members and , 16=-26 (LC 29), 26=-166 (LC forces & MWFRS for reactions shown; Lumber 9), (LC 8) DOL=1.es plate grip DOL=a.60 Max Grav All reactions 250 (lb) or less at joint 3) Truss designed for wind loads in the plane of the truss (s) 9, 10, 11, 13, 14, 15, 16 except (s) 9, 3, 14, only. For studs exposed to wind (normal to the face), (LC 1), (LC 1), 8=388 C 1), 6 72 (LC 1), 8=326=72 see Standard Industry Gable End Details as applicable, (LC 30), , 17=389=725 or consult qualified building designer as perANSI/TPI 1. (LC 1), (LC 1) 4) All plates are 1.5x4 MT20 unless otherwise indicated. FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 5) Gable requires continuous bottom chord bearing. (lb) or less except when shown. 6) Gable studs spaced at 1-4-0 oc. TOP CHORD 2-3=-1551/445, 3-33=-1533/463, 7) This truss has been designed for a 10.0 psf bottom 4-33=-1444/482, 4-34=-1444/482, chord live load nonconcurrent with any other live loads. 5-34=-1533/463, 5-6=-1551/446 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 14, 15, 17, 11, 10, 8 except Qt=lb) 6=166, 2=166, 16=246, 9=246, 6=166, 2=166. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total seismic drag load of 1000 lb. Lumber DOL=(1.33) Plate grip DOL= (1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 21-4-0 for 46.9 plf. 14) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 3 PB01 Blocking 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:58 Page: 1 I D:PUa2M PRSjOZ4gkia86YODTyxpCs-gYOsehU?UXgrmZ6L0_XwVuQ02mO?P5BONzeIJ3yflwJ ff 3x6 = 1.5x4 n 1 2 W 2- 15 4 B1 3 6x8 = 2x6 n u� 0 Scale = 1:43.9 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.05 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.36 Horiz(TL) n/a n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 9 lb FT = 20% LUMBER 7) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 881 lb uplift at joint BOT CHORD 2x4 DF No.2 G 4 and 881 lb uplift at joint 3. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 8) This truss is designed in accordance with the 2018 Stud G International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 9) This truss has been designed for a moving concentrated 0-11-15 oc purlins, except end verticals load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 6-0-0 oc panel points along the Bottom Chord, nonconcurrent with racing. any other live loads. 10) This truss has been designed for a total seismic drag MiTek recommends that Stabilizers and load of 500 plf. Lumber DOL=(1.33) Plate grip DOL= required cross bracing be installed during (1.33) Connect truss to resist drag loads along bottom truss erection, in accordance with Stabilizer chord from 0-0-0 to 0-11-15 for 500.0 plf. Installation guide. 11) This truss is designed for a creep factor of 3.01, which is REACTIONS (lb/size) 3=29/0-11-15, (min. 0-1-8), used to calculate the Vert(CT) deflection perANSI/TPI 1. 4=29/0-11-15, (min. 0-1-8) LOAD CASE(S) Standard Max Horiz 4=-62 (LC 8) Max Uplift 3=-881 (LC 28), 4=-881 (LC 27) Max Grav 3=905 (LC 25), 4=905 (LC 26) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-313/313, 2-3=-900/884 BOT CHORD 4-5=-313/313 WEBS 2-4=-956/956 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. Job Truss Truss Type Qty Ply P1-PLAN 3 PB02 Blocking 4 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:58 Page: 1 I D:ADTOLiwUrA9BA7wJ7aHJzPyxpDX-gYOsehU?UXgrmZ6L0_XW VUQOCm?wP3oONzelJ3yflwJ 1.5x4 n 3x10= 1 2 WN 2- 1543 5 2x6 n 5x6 = Scale = 1:38.8 Plate Offsets (X, Y): [3:0-3-0,0-1-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.12 Vert(CT) 0.00 3-4 >999 180 BCLL 0.0* Rep Stress Incr NO WB 0.45 Horz(CT) 0.00 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 12 lb FT = 20% LUMBER 6) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 870 lb uplift at joint BOT CHORD 2x4 DF No.2 G 4 and 870 lb uplift at joint 3. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 7) This truss is designed in accordance with the 2018 Stud G International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 8) This truss has been designed for a moving concentrated 1-10-6 oc purlins, except end verticals. load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 6-0-0 oc panel points along the Bottom Chord, nonconcurrent with racing. any other live loads. 9) This truss has been designed for a total seismic drag MiTek recommends that Stabilizers and load of 500 plf. Lumber DOL=(1.33) Plate grip DOL= required cross bracing be installed during (1.33) Connect truss to resist drag loads along bottom truss erection, in accordance with Stabilizer chord from 0-0-0 to 1-10-6 for 500.0 plf. Installation guide. 10) This truss is designed for a creep factor of 3.01, which is REACTIONS (lb/size) 3=64/1-10-6, (min. 0-1-8), used to calculate the Vert(CT) deflection perANSI/TPI 1. 4=64/1-10-6, (min. 0-1-8) LOAD CASE(S) Standard Max Horiz 4=62 (LC 11) Max Uplift 3=-870 (LC 28), 4=-870 (LC 27) Max Grav 3=923 (LC 25), 4=923 (LC 26) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-912/877, 1-2=-705/705 BOT CHORD 4-5=-392/392, 3-5=-705/705 WEBS 1-3=-1186/1186 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. Job Truss Truss Type Qty Ply P1-PLAN 3 PB03 Blocking 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:59 Page: 1 ID:cxCaQ1 vrGYLbSxMZI?kPPzyxocp-8lyEs1 VdFgoiOjgXyi2915z1 TAL98Wt9cdOssVyflwl 1.5x4 n 6x8= 1 2 N 1 1 4 3 5 4x8 n 7x8= a m Scale = 1:54.7 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.12 Vert(CT) 0.00 3-4 >999 180 BCLL 0.0* Rep Stress Incr NO WB 0.46 Horz(CT) 0.00 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 26 lb FT = 20% LUMBER 7) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 2614 lb uplift at BOT CHORD 2x4 DF No.2 G joint 4 and 2614 lb uplift atjoint 3. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 8) This truss is designed in accordance with the 2018 Stud G *Except* W2:2x4 DF No.2 G International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 9) This truss has been designed for a moving concentrated 1-9-14 oc purlins, except end verticals. load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 6-0-0 oc panel points along the Bottom Chord, nonconcurrent with bracing. any other live loads. WEBS 1 Row at mid t 1-4, 1-3 10) This truss has been designed for a total seismic drag load of 500 plf. Lumber DOL=(1.33) Plate grip DOL= MiTek recommends that Stabilizers and (1.33) Connect truss to resist drag loads along bottom required cross bracing be installed during chord from 0-0-0 to 1-9-14 for 500.0 plf. truss erection, in accordance with Stabilizer 11) This truss is designed for a creep factor of 3.01, which is Installation guide. used to calculate the Vert(CT) deflection perANSI/TPI 1. REACTIONS (lb/size) 3=63/ Mechanical, (min. 0-1-8), LOAD CASE(S) Standard 4=63/ Mechanical, (min. 0-1-8) Max Horiz 4=-184 (LC 8) Max Uplift 3=-2614 (LC 28), 4=-2614 (LC 27) Max Grav 3=2665 (LC 25), 4=2665 (LC 26) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-2654/2620, 1-2=-687/687 BOT CHORD 4-5=-382/382, 3-5=-687/687 WEBS 1-3=-2741/2741 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. Job Truss Truss Type Qty Ply P1-PLAN 3 PB04 Blocking 2 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:59 Page: 1 I D: LH N6B18?ZW Nf3FAmT5K9giyxn9Y-8lyEs1 VdFgoiOjgXyi2915z1 TAL98Wt9cdOssVyflwl I � I 1.5x4 n 6x8= 1 2 r N 1 1 1 41 13 5 4x8n 7x8= co o_ Scale = 1:54.7 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.12 Vert(CT) 0.00 3-4 >999 180 BCLL 0.0* Rep Stress Incr NO WB 0.46 Horz(CT) 0.00 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 26 lb FT = 20% LUMBER 7) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 2613 lb uplift at BOT CHORD 2x4 DF No.2 G joint 4 and 2613 lb uplift atjoint 3. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 8) This truss is designed in accordance with the 2018 Stud G *Except* W2:2x4 DF No.2 G International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 9) This truss has been designed for a moving concentrated 1-10-6 oc purlins, except end verticals. load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 6-0-0 oc panel points along the Bottom Chord, nonconcurrent with bracing. any other live loads. WEBS 1 Row at mid t 1-4, 1-3 10) This truss has been designed for a total seismic drag load of 500 plf. Lumber DOL=(1.33) Plate grip DOL= MiTek recommends that Stabilizers and (1.33) Connect truss to resist drag loads along bottom required cross bracing be installed during chord from 0-0-0 to 1-10-6 for 500.0 plf. truss erection, in accordance with Stabilizer 11) This truss is designed for a creep factor of 3.01, which is Installation guide. used to calculate the Vert(CT) deflection perANSI/TPI 1. REACTIONS (lb/size) 3=64/ Mechanical, (min. 0-1-8), LOAD CASE(S) Standard 4=64/ Mechanical, (min. 0-1-8) Max Horiz 4=-184 (LC 8) Max Uplift 3=-2613 (LC 28), 4=-2613 (LC 27) Max Grav 3=2666 (LC 25), 4=2666 (LC 26) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-2655/2620, 1-2=-705/705 BOT CHORD 4-5=-392/392, 3-5=-705/705 WEBS 1-3=-2747/2747 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. Job Truss Truss Type Qty Ply P1-PLAN 3 PB05 Blocking 2 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:59 Page: 1 ID:_hWKVzSyCayPGw9T2UDGFGyxopO-BIyEs1 VdFgoiOjgXyi2915z9mALJ8WP9cdOssVyflwl 1.5x4 n 6x8= 1 2 NiXA an 4 5 4x8 n 7x8= 0 3 Scale = 1:57.7 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.47 Ve t(LL) n/a - n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.00 3-4 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.49 Horz(CT) 0.00 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 28 lb FT = 20% LUMBER 6) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 2829 lb uplift at BOT CHORD 2x4 DF No.2 G joint 4 and 2829 lb uplift atjoint 3. WEBS 2x4 DF No.2 G *Except* W3:2x4 DF No.2 G 7) This truss is designed in accordance with the 2018 or 2x4 DF Std G or 2x4 DF Stud G International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 8) This truss has been designed for a moving concentrated 1-10-6 oc purlins, except end verticals. load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 6-0-0 oc panel points along the Bottom Chord, nonconcurrent with bracing. any other live loads. WEBS 1 Row at mid t 1-4, 1-3 9) This truss has been designed for a total seismic drag load of 500 plf. Lumber DOL=(1.33) Plate grip DOL= MiTek recommends that Stabilizers and (1.33) Connect truss to resist drag loads along bottom required cross bracing be installed during chord from 0-0-0 to 1-10-6 for 500.0 plf. truss erection, in accordance with Stabilizer 10) This truss is designed for a creep factor of 3.01, which is Installation guide. used to calculate the Vert(CT) deflection perANSI/TPI 1. REACTIONS (lb/size) 3=64/1-10-6, (min. 0-1-8), LOAD CASE(S) Standard 4=64/1-10-6, (min. 0-1-8) Max Horiz 4=-148 (LC 10) Max Uplift 3=-2829 (LC 28), 4=-2829 (LC 27) Max Grav 3=2881 (LC 25), 4=2881 (LC 26) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-2870/2835, 1-2=-705/705 BOT CHORD 4-5=-392/392, 3-5=-705/705 WEBS 1-3=-2954/2954 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. Job Truss Truss Type Qty Ply P1-PLAN 3 PB05A Blocking 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:59 Page: 1 ID:_hWKVzSyCayPGw9T2UDGFGyxopO-8lyEs1 VdFgoiOjgXyi2915z9mALw8Wa9cdOssVyflwl 4x8n 7x8= v N 3r Scale = 1:57.7 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.07 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.48 Horz(CT) n/a n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 26 lb FT = 20% LUMBER 7) This truss is designed in accordance with the 2018 TOP CHORD 2x4 DF No.2 G International Building Code section 2306.1 and BOT CHORD 2x4 DF No.2 G referenced standard ANSI/TPI 1. WEBS 2x4 DF No.2 G 8) This truss has been designed for a moving concentrated BRACING load of 6.01b dead located at all mid panels and at all TOP CHORD Structural wood sheathing directly applied or panel points along the Bottom Chord, nonconcurrent with 1-2-14 oc purlins, except end verticals. any other live loads. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 9) This truss has been designed for a total seismic drag bracing. load of 500 plf. Lumber DOL=(1.33) Plate grip DOL= WEBS 1 Row at mid t 1-4, 1-3 (1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-2-14 for 500.0 plf. MiTek recommends that Stabilizers and 10) This truss is designed for a creep factor of 3.01, which is required cross bracing be installed during used to calculate the Vert(CT) deflection perANSI/TPI 1. truss erection, in accordance with Stabilizer LOAD CASE(S) Standard Installation guide. REACTIONS (lb/size) 3=39/1-2-14, (min. 0-1-8), 4=39/1-2-14, (min. 0-1-8) Max Horiz 4=-199 (LC 8) Max Uplift 3=-2836 (LC 28), 4=-2836 (LC 27) Max Grav 3=2868 (LC 25), 4=2868 (LC 26) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-2862/2840, 1-2=-424/424 BOT CHORD 4-5=-279/288, 3-5=-424/424 WEBS 1-3=-2887/2887 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2836 lb uplift at joint 4 and 2836 lb uplift at joint 3. Job Truss Truss Type Qty Ply P1-PLAN 3 PB05B Blocking 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:59 Page: 1 ID:_hWKVzSyCayPGw9T2UDGFGyxopO-8lyEs1 VdFgoiOjgXyi2915z9mAK38W69cdOssVyflwl 2-5-14 6x8= 1.5x4n 1 2 1 �t WI W an 4 3 5 6 4x8 n 7x8 = Scale = 1:42.7 2-5-14 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.00 3-4 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.19 Vert(CT) 0.00 3-4 >999 180 BCLL 0.0* Rep Stress Incr NO WB 0.51 Horz(CT) 0.00 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 30 lb FT = 20% LUMBER 7) This truss is designed in accordance with the 2018 TOP CHORD 2x4 DF No.2 G International Building Code section 2306.1 and BOT CHORD 2x4 DF No.2 G referenced standard ANSI/TPI 1. WEBS 2x4 DF No.2 G 8) This truss has been designed for a moving concentrated BRACING load of 6.01b dead located at all mid panels and at all TOP CHORD Structural wood sheathing directly applied or panel points along the Bottom Chord, nonconcurrent with 2-5-14 oc purlins, except end verticals. any other live loads. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 9) This truss has been designed for a total seismic drag bracing. load of 500 plf. Lumber DOL=(1.33) Plate grip DOL= WEBS 1 Row at mid t 1-4, 1-3 (1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 667.6 plf. MiTek recommends that Stabilizers and 10) This truss is designed for a creep factor of 3.01, which is required cross bracing be installed during used to calculate the Vert(CT) deflection perANSI/TPI 1. truss erection, in accordance with Stabilizer LOAD CASE(S) Standard Installation guide. REACTIONS (lb/size) 3=90/2-5-14, (min. 0-1-8), 4=90/2-5-14, (min. 0-1-8) Max Horiz 4=199 (LC 9) Max Uplift 3=-2821 (LC 28), 4=-2821 (LC 27) Max Grav 3=2894 (LC 25), 4=2894 (LC 26) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-2879/2830, 1-2=-987/987 BOT CHORD 4-5=-683/683, 5-6=-683/683, 3-6=-1096/1096 WEBS 1-3=-3052/3052 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2821 lb uplift at joint 4 and 2821 lb uplift at joint 3. Job Truss Truss Type Qty Ply P1-PLAN 3 PB06 Blocking 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:59 Page: 1 ID:LBN4hJwQOZstRwdygAQPKUyxooP-8lyEs1 VdFgoiOjgXyi2915z9mAL98WP9cdOssVyflwl CO 1.5x411 6x8= 1 2 1 3 6 4 5 4x8n 7x8= Scale = 1:57 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.12 Vert(CT) 0.00 3-4 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.49 Horz(CT) 0.00 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 28 lb FT = 20% LUMBER 6) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 2827 lb uplift at BOT CHORD 2x4 DF No.2 G joint 4 and 2827 lb uplift atjoint 3. WEBS 2x4 DF No.2 G *Except* W3:2x4 DF No.2 G 7) This truss is designed in accordance with the 2018 or 2x4 DF Std G or 2x4 DF Stud G International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 8) This truss has been designed for a moving concentrated 1-11-13 oc purlins, except end verticals load of 6.Olb dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 6-0-0 oc panel points along the Bottom Chord, nonconcurrent with bracing. any other live loads. WEBS 1 Row at mid t 1-4, 1-3 9) This truss has been designed for a total seismic drag load of 500 plf. Lumber DOL=(1.33) Plate grip DOL= MiTek recommends that Stabilizers and (1.33) Connect truss to resist drag loads along bottom required cross bracing be installed during chord from 0-0-0 to 1-11-13 for 500.0 plf. truss erection, in accordance with Stabilizer 10) This truss is designed for a creep factor of 3.01, which is Installation guide. used to calculate the Vert(CT) deflection perANSI/TPI 1. REACTIONS (lb/size) 3=69/1-11-13, (min. 0-1-8), LOAD CASE(S) Standard 4=69/1-11-13, (min. 0-1-8) Max Horiz 4=-148 (LC 10) Max Uplift 3=-2827 (LC 28), 4=-2827 (LC 27) Max Grav 3=2884 (LC 25), 4=2884 (LC 26) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-2872/2834, 1-2=-760/760 BOT CHORD 4-5=-422/422, 3-5=-760/760 WEBS 1-3=-2971/2971 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. Job Truss Truss Type Qty Ply P1-PLAN 3 PB07 Blocking 2 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:40:59 Page: 1 ID:mgestOr8KtNw6llp1 pbo?zyxo_t-8IyEs1 VdFgoiOjgXyi2915z6yAL98WP9cdOssVyflwl I � I 1.5x4 u 6x8= 1 2 1 3 4 3 5 4x8n 7x8= o_ XI" 3 Scale = 1:56.2 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.12 Vert(CT) 0.00 3-4 >999 180 BCLL 0.0* Rep Stress Incr NO WB 0.49 Horz(CT) 0.00 4 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 27 lb FT = 20% LUMBER 7) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 2799 lb uplift at BOT CHORD 2x4 DF No.2 G joint 4 and 2799 lb uplift atjoint 3. WEBS 2x4 DF No.2 G *Except* W3:2x4 DF No.2 G 8) This truss is designed in accordance with the 2018 or 2x4 DF Std G or 2x4 DF Stud G International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 9) This truss has been designed for a moving concentrated 1-10-6 oc purlins, except end verticals. load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 6-0-0 oc panel points along the Bottom Chord, nonconcurrent with bracing. any other live loads. WEBS 1 Row at mid t 1-4, 1-3 10) This truss has been designed for a total seismic drag load of 500 plf. Lumber DOL=(1.33) Plate grip DOL= MiTek recommends that Stabilizers and (1.33) Connect truss to resist drag loads along bottom required cross bracing be installed during chord from 0-0-0 to 1-10-6 for 500.0 plf. truss erection, in accordance with Stabilizer 11) This truss is designed for a creep factor of 3.01, which is Installation guide. used to calculate the Vert(CT) deflection perANSI/TPI 1. REACTIONS (lb/size) 3=64/ Mechanical, (min. 0-1-8), LOAD CASE(S) Standard 4=641 Mechanical, (min. 0-1-8) Max Horiz 3=-197 (LC 8) Max Uplift 3=-2799 (LC 28), 4=-2799 (LC 27) Max Grav 3=2852 (LC 25), 4=2852 (LC 26) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-2841/2806, 1-2=-705/705 BOT CHORD 4-5=-392/392, 3-5=-705/705 WEBS 1-3=-2926/2926 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. Job Truss Truss Type Qty Ply P1-PLAN 3 PB07A Blocking 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:41:00 Page: 1 ID:NdpdJdxXkW7FfGzxPEhyRpyflcz-cxWc3M WG08wZOtFjV PZOaJV Isag9tz_JrH7POxyflwH v 1.5x4 n 6x8= 1 2 v LO 4 3 5 4x8n 7x8= a Scale = 1:56.2 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.07 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.47 Horz(CT) n/a n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 25 lb FT = 20% LUMBER 7) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 2808 lb uplift at BOT CHORD 2x4 DF No.2 G joint 4 and 2808 lb uplift atjoint 3. WEBS 2x4 DF No.2 G *Except* W3:2x4 DF No.2 G 8) This truss is designed in accordance with the 2018 or 2x4 DF Std G or 2x4 DF Stud G International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 9) This truss has been designed for a moving concentrated 1-1-14 oc purlins, except end verticals. load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 6-0-0 oc panel points along the Bottom Chord, nonconcurrent with bracing. any other live loads. WEBS 1 Row at mid t 1-4, 1-3 10) This truss has been designed for a total seismic drag load of 500 plf. Lumber DOL=(1.33) Plate grip DOL= MiTek recommends that Stabilizers and (1.33) Connect truss to resist drag loads along bottom required cross bracing be installed during chord from 0-0-0 to 1-1-14 for 500.0 plf. truss erection, in accordance with Stabilizer 11) This truss is designed for a creep factor of 3.01, which is Installation guide. used to calculate the Vert(CT) deflection perANSI/TPI 1. REACTIONS (lb/size) 3=35/ Mechanical, (min. 0-1-8), LOAD CASE(S) Standard 4=35/ Mechanical, (min. 0-1-8) Max Horiz 4=-197 (LC 8) Max Uplift 3=-2808 (LC 28), 4=-2808 (LC 27) Max Grav 3=2837 (LC 25), 4=2837 (LC 26) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-2831/2812, 1-2=-387/387 BOT CHORD 4-5=-276/285, 3-5=-387/387 WEBS 1-3=-2852/2852 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. Job Truss Truss Type Qty Ply P1-PLAN 3 PBO8 Blocking 4 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:41:00 Page: 1 I D:yY7SPmhe1 u 19ciP3rX2cP 1 yxlw5-cxWc3M WG08wZOtFj VPZOaJ VQ8agYtrhJrH7POxyflwH � om 1.5x4 n 6x8= 1 2 rn 1 1 4 5 4x8 n 7x8= 0 Scale = 1:56 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.00 3-4 >999 180 BCLL 0.0* Rep Stress Incr YES WB 1.00 Horz(CT) 0.00 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 26 lb FT = 20% LUMBER 7) This truss is designed in accordance with the 2018 TOP CHORD 2x4 DF No.2 G International Building Code section 2306.1 and BOT CHORD 2x4 DF No.2 G referenced standard ANSI/TPI 1. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 8) This truss has been designed for a moving concentrated Stud G *Except* W2:2x4 DF No.2 G load of 6.01b dead located at all mid panels and at all BRACING panel points along the Bottom Chord, nonconcurrent with TOP CHORD Structural wood sheathing directly applied or any other live loads. 9) This truss has been designed for a total seismic drag 1-10-6 oc purlins. load of 500 plf. Lumber DOL=(1.33) Plate grip DOL= BOT CHORD Rigid ceiling directly applied or 6-0-0 oc (1.33) Connect truss to resist drag loads along bottom bracing. chord from 0-0-0 to 1-10-6 for 500.0 plf. WEBS 1 Row at mid t 1-4, 1-3 10) This truss is designed for a creep factor of 3.01, which is MiTek recommends that Stabilizers and used to calculate the Vert(CT) deflection perANSI/TPI 1. required cross bracing be installed during LOAD CASE(S) Standard truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=64/1-10-6, (min. 0-1-8), 4=64/1-10-6, (min. 0-1-8) Max Uplift 3=-2605 (LC 28), 4=-2605 (LC 27) Max Grav 3=2657 (LC 25), 4=2657 (LC 26) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-705/705 BOT CHORD 4-5=-392/392, 3-5=-705/705 WEBS 1-4=-2646/2611, 1-3=-2739/2739 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2605 lb uplift at joint 4 and 2605 lb uplift at joint 3. Job Truss Truss Type Qty Ply P1-PLAN 3 PB08A Blocking 2 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:41:00 Page: 1 I D:yY7SPmhe1 u 19ciP3rX2cP 1 yxlw5-cxWc3M W GOBwZOtFjVPZOaJ V L7afRtz_JrH7POxyflwH 2-5-14 6x8= 1.5x4n 1 2 W I W rn 4 3 5 6 3x10n 7x8= Scale = 1:41 2-5-14 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.00 3-4 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.18 Vert(CT) 0.00 3-4 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.47 Horz(CT) 0.00 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 28 lb FT = 20% LUMBER 7) This truss is designed in accordance with the 2018 TOP CHORD 2x4 DF No.2 G International Building Code section 2306.1 and BOT CHORD 2x4 DF No.2 G referenced standard ANSI/TPI 1. WEBS 2x4 DF No.2 G 8) This truss has been designed for a moving concentrated BRACING load of 6.01b dead located at all mid panels and at all TOP CHORD Structural wood sheathing directly applied or panel points along the Bottom Chord, nonconcurrent with 2-5-14 oc purlins, except end verticals. any other live loads. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 9) This truss has been designed for a total seismic drag bracing. load of 500 plf. Lumber DOL=(1.33) Plate grip DOL= WEBS 1 Row at mid t 1-4, 1-3 (1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 667.6 plf. MiTek recommends that Stabilizers and 10) This truss is designed for a creep factor of 3.01, which is required cross bracing be installed during used to calculate the Vert(CT) deflection perANSI/TPI 1. truss erection, in accordance with Stabilizer LOAD CASE(S) Standard Installation guide. REACTIONS (lb/size) 3=90/2-5-14, (min. 0-1-8), 4=90/2-5-14, (min. 0-1-8) Max Horiz 4=-183 (LC 8) Max Uplift 3=-2597 (LC 28), 4=-2597 (LC 27) Max Grav 3=2670 (LC 25), 4=2670 (LC 26) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-2655/2606, 1-2=-987/987 BOT CHORD 4-5=-683/683, 5-6=-683/683, 3-6=-1096/1096 WEBS 1-3=-2844/2844 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2597 lb uplift at joint 4 and 2597 lb uplift at joint 3. Job Truss Truss Type Qty Ply P1-PLAN 3 PB08B Blocking 2 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:41:00 Page: 1 I D:yY7SPmhe1 u 19ciP3rX2cP1 yxlw5-cxWc3MWG08wZOtFjVPZOaJVL7ahKt_SJrH7POxyflwH 1.5x4 n 6x8= 1 2 rn 1 4 1" 3 5 3x10n 7x8= v N 3 Scale = 1:56 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.06 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.44 Horz(CT) n/a n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 24 lb FT = 20% LUMBER 7) This truss is designed in accordance with the 2018 TOP CHORD 2x4 DF No.2 G International Building Code section 2306.1 and BOT CHORD 2x4 DF No.2 G referenced standard ANSI/TPI 1. WEBS 2x4 DF No.2 G 8) This truss has been designed for a moving concentrated BRACING load of 6.01b dead located at all mid panels and at all TOP CHORD Structural wood sheathing directly applied or panel points along the Bottom Chord, nonconcurrent with 1-2-14 oc purlins, except end verticals. any other live loads. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 9) This truss has been designed for a total seismic drag bracing. load of 500 plf. Lumber DOL=(1.33) Plate grip DOL= WEBS 1 Row at mid t 1-4, 1-3 (1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-2-14 for 500.0 plf. MiTek recommends that Stabilizers and 10) This truss is designed for a creep factor of 3.01, which is required cross bracing be installed during used to calculate the Vert(CT) deflection perANSI/TPI 1. truss erection, in accordance with Stabilizer LOAD CASE(S) Standard Installation guide. REACTIONS (lb/size) 3=39/1-2-14, (min. 0-1-8), 4=39/1-2-14, (min. 0-1-8) Max Horiz 4=-183 (LC 8) Max Uplift 3=-2612 (LC 28), 4=-2612 (LC 27) Max Grav 3=2644 (LC 25), 4=2644 (LC 26) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-2638/2616, 1-2=-424/424 BOT CHORD 4-5=-257/265, 3-5=-424/424 WEBS 1-3=-2666/2666 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2612 lb uplift at joint 4 and 2612 lb uplift at joint 3. Job Truss Truss Type Qty Ply P1-PLAN 3 PB09 Blocking 2 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:41:00 Page: 1 I D: ViCC2ViKFhdEhcgCmBZJplyxlun-cxWc3M WG08wZOtFjV PZOaJ VPgafEtrhJrH7POxyflwH M 1.5x4n 6x8 = 1 2 rn 1 1 c6 L6 4x8n 7x8= M ,r Scale = 1:55.5 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.13 Vert(CT) 0.00 3-4 >999 180 BCLL 0.0* Rep Stress Incr NO WB 1.00 Horz(CT) 0.00 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 26 lb FT = 20% LUMBER 7) This truss is designed in accordance with the 2018 TOP CHORD 2x4 DF No.2 G International Building Code section 2306.1 and BOT CHORD 2x4 DF No.2 G referenced standard ANSI/TPI 1. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 8) This truss has been designed for a moving concentrated Stud G *Except* W2:2x4 DF No.2 G load of 6.01b dead located at all mid panels and at all BRACING panel points along the Bottom Chord, nonconcurrent with TOP CHORD Structural wood sheathing directly applied or any other live loads. 9) This truss has been designed for a total seismic drag 1-11-13 oc purlins. load of 500 plf. Lumber DOL=(1.33) Plate grip DOL= BOT CHORD Rigid ceiling directly applied or 6-0-0 oc (1.33) Connect truss to resist drag loads along bottom bracing. chord from 0-0-0 to 1-11-13 for 500.0 plf. WEBS 1 Row at mid t 1-4, 1-3 10) This truss is designed for a creep factor of 3.01, which is MiTek recommends that Stabilizers and used to calculate the Vert(CT) deflection perANSI/TPI 1. required cross bracing be installed during LOAD CASE(S) Standard truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=69/1-11-13, (min. 0-1-8), 4=69/1-11-13, (min. 0-1-8) Max Uplift 3=-2603 (LC 28), 4=-2603 (LC 27) Max Grav 3=2660 (LC 25), 4=2660 (LC 26) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-760/760 BOT CHORD 4-5=-422/422, 3-5=-760/760 WEBS 1-4=-2648/2610, 1-3=-2757/2757 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2603 lb uplift at joint 4 and 2603 lb uplift at joint 3. Job Truss Truss Type Qty Ply P1-PLAN 3 PB10 Blocking 8 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:41:00 Page: 1 I D:a IZKYEwbtOgJm?o5uh524EyvXZk-cxWc3M WG08wZOtFjV PZOaJV MwagOtzfJrH7POxyflwH 1.5x4 n 3x10= 1 2 W1 W 2- 15 4 3 3x10n 5x6 = Scale = 1:43.4 I Plate Offsets (X, Y): [3:0-2-12,0-1-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.12 Vert(CT) 0.00 3-4 >999 180 BCLL 0.0* Rep Stress Incr NO WB 0.49 Horz(CT) 0.00 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 13 lb FT = 20% LUMBER 6) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 996 lb uplift at joint BOT CHORD 2x4 DF No.2 G 4 and 996 lb uplift at joint 3. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 7) This truss is designed in accordance with the 2018 Stud G International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 8) This truss has been designed for a moving concentrated 1-10-6 oc purlins, except end verticals. load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 6-0-0 oc panel points along the Bottom Chord, nonconcurrent with racing. any other live loads. 9) This truss has been designed for a total seismic drag MiTek recommends that Stabilizers and load of 500 plf. Lumber DOL=(1.33) Plate grip DOL= required cross bracing be installed during (1.33) Connect truss to resist drag loads along bottom truss erection, in accordance with Stabilizer chord from 0-0-0 to 1-10-6 for 500.0 plf. Installation guide. 10) This truss is designed for a creep factor of 3.01, which is REACTIONS (lb/size) 3=64/1-10-6, (min. 0-1-8), used to calculate the Vert(CT) deflection perANSI/TPI 1. 4=64/1-10-6, (min. 0-1-8) LOAD CASE(S) Standard Max Horiz 4=-71 (LC 8) Max Uplift 3=-996 (LC 28), 4=-996 (LC 27) Max Grav 3=1049 (LC 25), 4=1049 (LC 26) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-1038/1002, 1-2=-705/705 BOT CHORD 4-5=-392/392, 3-5=-705/705 WEBS 1-3=-1283/1283 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. Job Truss Truss Type Qty Ply P1-PLAN 3 PB11 Blocking 2 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:41:01 Page: 1 I D:YVBLcs1 Ixur4DQbMxigEQ2yvXdS-474?Hi WunS2QdOgv375d6W2Xg_OwcQES3xtywOyflwG 1.5x4 n 3x10= 1 2 W1 W 2- 15 4 3 3x10 n 5x6 = Scale = 1:43.4 Plate Offsets (X, Y): [3:0-3-0,0-1-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.10 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.47 Horz(CT) 0.00 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 12 lb FT = 20% LUMBER 6) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 998 lb uplift at joint BOT CHORD 2x4 DF No.2 G 4 and 998 lb uplift at joint 3. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 7) This truss is designed in accordance with the 2018 Stud G International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 8) This truss has been designed for a moving concentrated 1-7-15 oc purlins, except end verticals. load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 6-0-0 oc panel points along the Bottom Chord, nonconcurrent with racing. any other live loads. 9) This truss has been designed for a total seismic drag MiTek recommends that Stabilizers and load of 500 plf. Lumber DOL=(1.33) Plate grip DOL= required cross bracing be installed during (1.33) Connect truss to resist drag loads along bottom truss erection, in accordance with Stabilizer chord from 0-0-0 to 1-7-15 for 500.0 plf. Installation guide. 10) This truss is designed for a creep factor of 3.01, which is REACTIONS (lb/size) 3=56/0-3-8, (min. 0-1-8), used to calculate the Vert(CT) deflection perANSI/TPI 1. 4=56/1-3-15, (min. 0-1-8) LOAD CASE(S) Standard Max Horiz 4=-71 (LC 8) Max Uplift 3=-998 (LC 28), 4=-998 (LC 27) Max Grav 3=1044 (LC 25), 4=1044 (LC 26) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-1035/1004, 1-2=-614/614 BOT CHORD 4-5=-341/341, 3-5=-614/614 WEBS 1-3=-1224/1224 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. Job Truss Truss Type Qty Ply P1-PLAN 3 Vol Valley 4 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:41:01 Page: 1 ID:xQEg6tTfV6nPOanbZlgO3oyxpJH-474?HiWunS2QdOgv375d6W2b1_1 UcXZS3xtywOyflwG 2-0-0 4-0-0 2-0-0 2-0-0 3 F2 3x4 = 2 0-6-0 1 T 3 �3 12 4-0-0 L Scale = 1:33.9 Plate Offsets (X, Y): [2:0-2-0,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in floc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.00 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.00 Horiz(TL) 0.01 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 6 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=94/4-0-0, (min. 0-7-3), 3=94/4-0-0, (min. 0-7-3) Max Horiz 1=-6 (LC 17) Max Uplift 1=-24 (LC 8), 3=-24 (LC 9) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 24 lb uplift at joint 1 and 24 lb uplift at joint 3. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 3 V02 Valley 4 1 Job Reference (optional) Builder FirstSource, user Scale = 1:29.4 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:41:01 Page: 1 I D:QyRB9HVbFXdCLOM6cM DBYxyxpHx-474?Hi WunS2QdOgv375d6W2Xp_yicXZS3xtywOyflwG 3-11-0 3-11-0 3x4 = 6-7-12 7-10-0 2-8-12 1-2-4 3 �2 2 T1 1_ _0 :0�--3: 810 12g 1 3 0-0 11 3x6 - 7-10-0 3x6 0 Plate Offsets (X, Y): [2:0-2-0,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in floc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.37 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.00 Horiz(TL) 0.04 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 19 lb FT = 20% LUMBER 7) * This truss has been designed for a live load of 20.Opsf TOP CHORD 2x4 DF No.2 G on the bottom chord in all areas where a rectangle BOT CHORD 2x4 DF No.2 G 3-06-00 tall by 2-00-00 wide will fit between the bottom BRACING chord and any other members. TOP CHORD Structural wood sheathing directly applied or 8) A plate rating reduction of 20% has been applied for the 6-0-0 pwood. green lumber members. BOT CHORD Rigid ceiling directly applied or 9-4-6 oc 9) Provide mechanical connection (by others) of truss to bracin bearing plate capable of withstanding 34 lb uplift at joint 1 and 34 lb uplift at joint 3. MiTek recommends that Stabilizers and 10) This truss is designed in accordance with the 2018 required cross bracing be installed during International Building Code section 2306.1 and truss erection, in accordance with Stabilizer referenced standard ANSI/TPI 1. Installation guide. 11) This truss has been designed for a moving concentrated REACTIONS (lb/size) 1=321/7-10-0, (min. 0-1-8), load of 6.01b dead located at all mid panels and at all 3=321/7-10-0, (min. 0-1-8) panel points along the Bottom Chord, nonconcurrent with Max Horiz 1=-14 (LC 17) any other live loads. Max Uplift 1=-34 (LC 8), 3=-34 (LC 9) 12) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 LOAD CASE(S) Standard (Ib) or less except when shown. TOP CHORD 1-8=-1018/608, 1-8=-997/612, 1-2=-784/475, 2-3=-784/476, 3-9=-997/612, 3-9=-1018/608 BOT CHORD 1-10=-589/978, 1-10=-588/979, 1-11=-434/781,3-11=-434/781, 3-12=-576/979, 3-12=-577/978 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-0 to 3-1-0, Interior (1) 3-1-0 to 4-0-0, Exterior(2R) 4-0-0 to 7-0-0, Interior (1) 7-0-0 to 7-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply P1-PLAN 3 V03 Valley 4 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:41:01 Page: 1 ID:F6oSQLaMrN NL3jpGycKbnCyxpHr-474?HiWunS2QdOgv375d6W2W_zocW?S3xtywOyflwG 1- -3 1- -0 0-0-4 Scale = 1:30.9 5-11-0 4x6 = 12 4 13 4-8-12 -1 1-2-4 3x4 1.5x4 n 3x4 e 11-10-0 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.30 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.10 Horiz(TL) 0.00 4 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 31 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING 6) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. 7) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during 8) truss erection, in accordance with Stabilizer Installation guide. 9) REACTIONS (lb/size) 1=108/11-10-0, (min. 0-1-8), 3=108111-10-0, (min. 0-1-8), 1 0) 1) 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. Gable requires continuous bottom chord bearing. Gable studs spaced at 2-0-0 oc. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. A plate rating reduction of 20% has been applied for the green lumber members. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 1, 29 lb uplift at joint 3 and 53 lb uplift at joint 4. This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. )AD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 3 VO4 Valley 3 1 Job Reference (optional) Builder FirstSource, user 2- -0 1-1-3 0-0 -* " Scale = 1:36.9 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:41:01 Page: 1 I D:QEydj5jGFlmntP9O6Q1AkWyxpHg-474?Hi WunS2QdOgv375d6W2U?_vkcV4S3xtywOyflwG 7-11-0 14-7-12 �15-10-0 7-11-0 6-8-12 1-2-4 5x8 = 12 4 13 3x6 % 1.5x4 n 3x6 a 15-10-0 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.56 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.16 Horiz(TL) 0.01 4 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 43 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING 6) TOP CHORD Structural wood sheathing directly applied or 9-11-12 oc purlins. 7) BOT CHORD Rigid ceiling directly applied or 5-9-11 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during 8) truss erection, in accordance with Stabilizer Installation guide. 9) REACTIONS (lb/size) 1=94/15-10-0, (min. 0-1-8), 3=94/15-10-0, (min. 0-1-8), 1 0) 1) 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. Gable requires continuous bottom chord bearing. Gable studs spaced at 4-0-0 oc. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. A plate rating reduction of 20% has been applied for the green lumber members. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 1, 35 lb uplift at joint 3 and 81 lb uplift at joint 4. This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. )AD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 3 V05 Valley 3 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:41:01 Page: 1 I D:YkFXSYtQBIPxxPkMfmDlGyxpHT-474?Hi WunS2QdOgv375d6W2Yv_acWTS3xtywOyflwG 9-11-0 18-7-12 '19-10-0 9-11-0 8-8-12 1-2-4 4x5 = 1.5x4 n 1.5x4 n 13 14 9 2 3 3 �2 2 ST 4 N ST 15 - - 20 0-0—� 16 8 17 7 18 6 19 3x4 % 1.5x4 n 1.5x4 n 1.5x4 n 3x4, 19-10-0 Scale = 1:41.2 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.25 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.07 Horiz(TL) 0.00 8 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 57 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING 6) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. 7) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during 8) truss erection, in accordance with Stabilizer Installation guide. 9) REACTIONS All bearings 19-10-0. (lb) - Max Horiz 1=38 (LC 12) 1 0) 1) 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. Gable requires continuous bottom chord bearing. Gable studs spaced at 4-0-0 oc. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. A plate rating reduction of 20% has been applied for the green lumber members. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 1, 5, 7, 8, 6. This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. This truss has been designed for a moving concentrated load of 6.Olb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. )AD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 3 V06 Valley 3 1 Job Reference (optional) Builder FirstSource, user 11-11-0 11-11-0 M o � A N (7 0-0-4 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:41:02 Page: 1 ID:B2z3zeOxMRvENFZB3Az1 FoyxpH H-YKeNU2XWYIAGFAP6dgcsfkbgONGvLzaclbcWSgyflwF 1.5x4 n 4x5= 1.5x4 n 22-7-12 10-8-12 16 8 17 7 18 6 19 3x6 - 1.5x4 n 5x6 = 1.5x4 n 23-10-0 Scale = 1:45.4 3x6 c 1-2-4 Plate Offsets (X, Y): [7:0-3-0,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.50 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.08 Horiz(TL) 0.01 8 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 71 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-1-0 to 3-1-0, Exterior(2N) 3-1-0 to 12-0-0, Corner(3R) 12-0-0 to 15-0-0, Exterior(2N) 15-0-0 to 22-9-8 zone; cantilever left and right exposed ; end vertical left and right exposedEC-C for members and TOP CHORD Structural wood sheathing directly applied or forces & MWFRS for reactions shown; Lumber 10-0-0 oc purlins. DOL=1.60 plate grip DOL=1.60 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 3) Truss designed for wind loads in the plane of the truss racing. only. For studs exposed to wind (normal to the face), MiTek recommends that Stabilizers and see Standard Industry Gable End Details as applicable, required cross bracing be installed during or consult qualified building designer as perANSI/TPI 1. truss erection, in accordance with Stabilizer 4) Gable requires continuous bottom chord bearing. Installation guide. 5) Gable studs spaced at 4-0-0 oc. REACTIONS All bearings 23-10-0. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. (lb) - Max Horiz 1=49 (LC 12) 7) * This truss has been designed for a live load of 20.Opsf Max Uplift All uplift 100 (lb) or less at joint(s) on the bottom chord in all areas where a rectangle 1, 5, 7 except 6=-105 (LC 9), 3-06-00 tall by 2-00-00 wide will fit between the bottom 8=-114 (LC 8) chord and any other members. Max Grav All reactions 250 (Ib) or less at joint 8) A plate rating reduction of 20% has been applied for the (s) 1, 5 except 6=597 (LC 1), green lumber members. 7=291 (LC 1), 8=653 (LC 1) 9) Provide mechanical connection (by others) of truss to FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 bearing plate capable of withstanding 100 lb uplift at joint (lb) or less except when shown. (s) 1, 5, 7 except Qt=lb) 8=114, 6=105. TOP CHORD 1-2=-463/443, 2-13=-33/338, 3-13=-29/391, 10) This truss is designed in accordance with the 2018 3-14=-20/393, 4-14=-29/357, 4-5=-84/439 International Building Code section 2306.1 and BOT CHORD 1-15=-78/440, 1-15=-77/441, 1-16=-370/108, referenced standard ANSI/TPI 1. 8-16=-370/108, 8-17=-370/108, 11) This truss has been designed for a moving concentrated 7-17=-370/108, 7-18=-370/108, load of 6.01b dead located at all mid panels and at all 6-18=-370/108, 6-19=-370/108, panel points along the Bottom Chord, nonconcurrent with 5-19=-370/108, 5-20=-51/252, any other live loads. 20-21=-51/252, 5-21=-51/252 12) This truss is designed for a creep factor of 3.01, which is WEBS 3-7=-330/100, 2-8=-462/183, 4-6=-433/178 used to calculate the Vert(CT) deflection perANSI/TPI 1. NOTES LOAD CASE(S) Standard 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Qty Ply P1-PLAN 3 V07 Valley 3 1 Job Reference (optional) Builder FirstSource, user M c6 N A Cl) Scale = 1:51.4 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:41:02 Page: 1 I D:x6bysW2gxls_gQXB4cS7E0yxpC4-YKeN U2XWYIAGFAP6dgcsfkbj INJ V LzaclbcWSgyflwF 27-10-0 13-11-0 26-7-12 1, 13-11-0 12-8-12 1-2-4'1 1.5x4 n 4x5= 4 1.5x4 n 20 12 21 11 22 10 23 9 24 8 25 3x4 - 1.5x4 a 1.5x4 n 5x6= 1.5x4 n 1.5x4 n 3x4, 27-10-0 Plate Offsets (X, Y): [10:0-3-0,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in floc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.27 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.08 Horiz(TL) 0.01 12 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 86 lb FT = 20% LUMBER 5) This truss has been designed for a 10.0 psf bottom TOP CHORD 2x4 DF No.2 G chord live load nonconcurrent with any other live loads. BOT CHORD 2x4 DF No.2 G 6) * This truss has been designed for a live load of 20.Opsf OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF on the bottom chord in all areas where a rectangle Stud G 3-06-00 tall by 2-00-00 wide will fit between the bottom BRACING chord and any other members. TOP CHORD Structural wood sheathing directly applied or woodpurlins. 7) A plate rating reduction of 20% has been applied for the 10-0-0 oc green lumber members. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 8) Provide mechanical connection (by others) of truss to bracin bearing plate capable of withstanding 100 lb uplift at joint (s) 1, 7, 10, 11, 12, 9, 8. MiTek recommends that Stabilizers and 9) This truss is designed in accordance with the 2018 required cross bracing be installed during International Building Code section 2306.1 and truss erection, in accordance with Stabilizer referenced standard ANSI/TPI 1. Installation guide. 10) This truss has been designed for a moving concentrated REACTIONS All bearings 27-10-0. load of 6.01b dead located at all mid panels and at all (lb) - Max Horiz 1=57 (LC 12) panel points along the Bottom Chord, nonconcurrent with Max Uplift All uplift 100 (lb) or less at joint(s) any other live loads. 11) This truss is designed for a creep factor of 3.01, which is 1, 7, 89, 10, 11, 12 used to calculate the Vert(CT) deflection perANSI/TPI 1. Max Grav All reactions 250 (lb) or less at joint LOAD CASE(S) Standard (s) 1, 7 except 8=417 (LC 1), 9=322 (LC 26), 10=386 (LC 1), 11=298 (LC 25), 12=480 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-416/180 BOT CHORD 1-19=-69/394, 1-19=-68/395 WEBS 4-10=-318/89, 3-11=-270/122, 2-12=-339/99, 5-9=-282/123, 6-8=-309/95 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-1-0 to 3-1-0, Exterior(2N) 3-1-0 to 14-0-0, Corner(31R) 14-0-0 to 17-0-0, Exterior(2N) 17-0-0 to 26-9-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. Job Truss Truss Type Qty Ply P1-PLAN 3 V08 Valley 3 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:41:02 Page: 1 ID:MUsNBzihDLgKJjfZEyQnQPyxpBE-YKeN U2XWYIAGFAP6dgcsfkbgXNFCLzyclbcWSgyflwF 15-11-0 30-7-12 15-11-0 14-8-12 4x5= 4 3x6 c 3x4= 3x4= 3x6-- Scale = 1:57.3 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.52 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.12 Horiz(TL) 0.02 14 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 101 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 31-10-0. (lb) - Max Horiz 1=65 (LC 12) Max Uplift All uplift 100 (lb) or less at joint(s) 1, 7, 8, 10, 11, 12 except 14=-109 (LC 8) Max Grav All reactions 250 (Ib) or less at joint (s) 1, 7, 12 except 8=567 (LC 1), 10=254 (LC 26), 11=494 (LC 1), 14=637 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-543/348, 2-3=-40/306, 3-19=-3/267, 4-19=0/320, 4-20=0/319, 5-20=0/276, 5-6=-17/310, 6-7=-56/343 BOT CHORD 1-21=-90/518, 1-21=-89/519, 1-22=-278/77, 14-22=-278/77, 13-14=-278/77, 12-13=-278/77, 12-23=-278/77, 11-23=-278/77, 11-24=-278/77, 10-24=-278/77, 9-10=-278/77, 8-9=-278/77, 8-25=-278/77, 7-25=-278/77, 7-26=-44/284, 26-27=-44/284, 7-27=-44/284 WEBS 4-11=-411/98, 2-14=-446/130, 6-8=-412/125 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-1-0 to 3-3-3, Exterior(2N) 3-3-3 to 16-0-0, Corner(31R) 16-0-0 to 19-2-3, Exterior(2N) 19-2-3 to 30-9-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 1, 7, 11, 12, 10, 8 except Qt=lb) 14=108. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 3 V09 Valley 3 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:41:02 Page: 1 I D: RablZ9kaEtTjaT9jan25gSyxpGL-YKeN U2XWYIAGFAP6dgcsfkbj7NJ VLz6cibcWSgyflwF 17-11-0 16-8-12 4x5= 5 3x4- 3x4= 3x4. Scale = 1:63.3 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.27 Ve t(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.27 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.11 Horiz(TL) 0.01 17 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 118 lb FT = 20% LUMBER 3) Truss designed for wind loads in the plane of the truss TOP CHORD 2x4 DF No.2 G only. For studs exposed to wind (normal to the face), BOT CHORD 2x4 DF No.2 G see Standard Industry Gable End Details as applicable, OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF or consult qualified building designer as perANSI/TPI 1. Stud G 4) All plates are 1.5x4 MT20 unless otherwise indicated. BRACING 5) Gable requires continuous bottom chord bearing. TOP CHORD Structural wood sheathing directly applied or woodpurlins. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom 10-0-0 oc chord live load nonconcurrent with any other live loads. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 8) * This truss has been designed for a live load of 20.Opsf racing. on the bottom chord in all areas where a rectangle MiTek recommends that Stabilizers and 3-06-00 tall by 2-00-00 wide will fit between the bottom required cross bracing be installed during chord and any other members. truss erection, in accordance with Stabilizer 9) A plate rating reduction of 20% has been applied for the Installation guide. green lumber members. REACTIONS All bearings 35-10-0. 10) Provide mechanical connection (by others) of truss to (lb) -Max Horiz 1=70 (LC 16) bearing plate capable of withstanding 100 lb uplift at joint (s) 1, 16, 17, 12, 11, 10. Max Uplift All uplift 100 (lb) or less atjoint(s) truss i 11) This truss is designed in accordance with the 2018 1, 9, 10, 11, 12, 15, 16, 17 2, 5, International Building Code section 2306.1 and Max Grav All reactions or less at joint e referenced standard ANSI/TPI 1. (sl 0=485 9 except 10=485 (LC 26), (s) 1, 9 12) This truss has been designed for a moving concentrated 11 (LC 1), (LC 26), load of 6.Olb dead located at all mid panels and at all 13=383 (LC 1), 15=365 (LC 25), panel points along the Bottom Chord, nonconcurrent with 16=272 (LC 1), 17=485 (LC 25) any other live loads. FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 13) This truss is designed for a creep factor of 3.01, which is (lb) or less except when shown. used to calculate the Vert(CT) deflection perANSI/TPI 1. TOP CHORD 1-22=-412/181 LOAD CASE(S) Standard BOT CHORD 1-26=-74/387, 1-26=-73/388, 9-34=-53/388, 9-34=-55/387 WEBS 5-13=-330/49, 4-15=-301/107, 2-17=-345/101, 6-12=-301/107, 8-10=-345/101 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-0 to 3-8-0, Interior (1) 3-8-0 to 18-0-0, Exterior(2R) 18-0-0 to 21-7-0, Interior (1) 21-7-0 to 35-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Job Truss Truss Type Qty Ply P1-PLAN 3 V10 Valley 1 1 Job Reference (optional) Builder FirstSource, user Scale = 1:33.9 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:41:03 Page: 1 ID:BDoX4y4Glz1 Mji8?XVPkzeyvYpa-1 WCIiOYBJ3J7tK_IBY75Cx7t2niO4QglXFM3?GyflwE 13-7-0 2x4 n 2x4 n 1.5x4 a 1.5x4 n 1.5x4 n 1 2 3 4 5 W ST1 ST1 ST1 W KX 11 9 12 8 13 7 14 2x4 n 1.5x4 a 1.5x4 n 1.5x4 n 13-7-0 6 2x4 n Loading (psf) TCLL (roof) 20.0 TCDL 14.0 BCLL 0.0* BCDL 7.0 Spacing 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code IBC2018/TP12014 CSI TC 0.26 BC 0.10 WB 0.08 Matrix -MR DEFL in Vert(LL) 0.00 Vert(CT) -0.01 Horz(CT) 0.00 (loc) I/defl L/d 9-10 >999 240 9-10 >999 180 6 n/a n/a PLATES GRIP MT20 220/195 Weight: 52 lb FT = 20% LUMBER 7) * This truss has been designed for a live load of 20.Opsf TOP CHORD 2x4 DF No.2 G on the bottom chord in all areas where a rectangle BOT CHORD 2x4 DF No.2 G 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF chord and any other members. Stud G 8) A plate rating reduction of 20% has been applied for the OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF green lumber members. Stud G 9) Provide mechanical connection (by others) of truss to BRACING bearing plate capable of withstanding 100 lb uplift at joint TOP CHORD Structural wood sheathing directly applied or 6, 9, 8, 7. 6-0-0 oc purlins, except end verticals. This truss 10) This truss is designed in accordance with the 2018 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc International Building Code section 2306.1 and bracin referenced standard ANSI/TPI 1. 11) This truss has been designed for a moving concentrated MiTek recommends that Stabilizers and load of 6.01b dead located at all mid panels and at all required cross bracing be installed during panel points along the Bottom Chord, nonconcurrent with truss erection, in accordance with Stabilizer any other live loads. Installation guide. 12) This truss is designed for a creep factor of 3.01, which is REACTIONS All bearings 13-7-0. used to calculate the Vert(CT) deflection perANSI/TPI 1. (lb) - Max Horiz 10=-86 (LC 8) LOAD CASE(S) Standard Max Uplift All uplift 100 (lb) or less at joint(s) 6, 7, 8, 9, 10 Max Grav All reactions 250 (lb) or less at joint (s) 6, 10 except 7=258 (LC 1), 8=334 (LC 1), 9=352 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-9=-291/264, 3-8=-276/241 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply P1-PLAN 3 V11 Valley 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:41:03 Page: 1 ID:RIQDgTov9OarvwkX25UpOHyvYoe-1 WCIiOY8J3J7tK_IBY75Cx7vcnij4QgIXFM3?GyflwE 2-3-8 W1 10 T1 ST1 ST1 ST1 W1 11 9 12 8 13 7 14 2x4 n 13-7-0 Scale = 1:26.4 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.00 9-10 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 9-10 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 6 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MR Weight: 49 lb FT = 20% LUMBER 7) This truss has been designed for a 10.0 psf bottom TOP CHORD 2x4 DF No.2 G chord live load nonconcurrent with any other live loads. BOT CHORD 2x4 DF No.2 G 8) * This truss has been designed for a live load of 20.Opsf WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF on the bottom chord in all areas where a rectangle Stud G 3-06-00 tall by 2-00-00 wide will fit between the bottom OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF chord and any other members. Stud G 9) A plate rating reduction of 20% has been applied for the BRACING green lumber members. TOP CHORD Structural wood sheathing directly applied or 10) Provide mechanical connection (by others) of truss to 6-0-0 oc purlins, except end verticals. bearing plate capable of withstanding 100 lb uplift at joint BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 9, 8, 7. This truss 11) This is designed in accordance with the 2018 racing. International Building Code section 2306.1 and MiTek recommends that Stabilizers and referenced standard ANSI/TPI 1. required cross bracing be installed during 12) This truss has been designed for a moving concentrated truss erection, in accordance with Stabilizer load of 6.01b dead located at all mid panels and at all Installation guide. panel points along the Bottom Chord, nonconcurrent with REACTIONS All bearings 13-7-0. any other live loads. (lb) -Max Horiz 10=-70 (LC 8) 13) This truss is designed for a creep factor of 3.01, which is Max Uplift All uplift 100 (lb) or less at joint(s) used to calculate the Vert(CT) deflection perANSI/TPI 1. 6, 7, 8, 9, 10 LOAD CASE(S) Standard Max Grav All reactions 250 (lb) or less at joint (s) 6, 10 except 7=257 (LC 1), 8=334 (LC 1), 9=352 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-9=-290/259, 3-8=-276/241 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 4-0-0 oc. Job Truss Truss Type Qty Ply P1-PLAN 3 V12 Valley 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:41:03 Page: 1 ID:kNtHig5yWmcRocZ8S8wRNLyvYoG-1 WCIiOY8J3J7tK_IBY75Cx7vcniY40glXFM3?GyflwE W1 10 Scale = 1:25.8 T1 ST1 ST1 LJ fl ST1 W1 Li iim 12 13 14 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.00 9-10 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 9-10 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 6 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MR Weight: 46 lb FT = 20% LUMBER 7) This truss has been designed for a 10.0 psf bottom TOP CHORD 2x4 DF No.2 G chord live load nonconcurrent with any other live loads. BOT CHORD 2x4 DF No.2 G 8) * This truss has been designed for a live load of 20.Opsf WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF on the bottom chord in all areas where a rectangle Stud G 3-06-00 tall by 2-00-00 wide will fit between the bottom OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF chord and any other members. Stud G 9) A plate rating reduction of 20% has been applied for the BRACING green lumber members. TOP CHORD Structural wood sheathing directly applied or 10) Provide mechanical connection (by others) of truss to 6-0-0 oc purlins, except end verticals. bearing plate capable of withstanding 100 lb uplift at joint BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 9, 8, 7. This truss 11) This is designed in accordance with the 2018 racing. International Building Code section 2306.1 and MiTek recommends that Stabilizers and referenced standard ANSI/TPI 1. required cross bracing be installed during 12) This truss has been designed for a moving concentrated truss erection, in accordance with Stabilizer load of 6.01b dead located at all mid panels and at all Installation guide. panel points along the Bottom Chord, nonconcurrent with REACTIONS All bearings 13-7-0. any other live loads. (lb) -Max Horiz 10=-54 (LC 8) 13) This truss is designed for a creep factor of 3.01, which is Max Uplift All uplift 100 (lb) or less at joint(s) used to calculate the Vert(CT) deflection perANSI/TPI 1. 6, 7, 8, 9, 10 LOAD CASE(S) Standard Max Grav All reactions 250 (lb) or less at joint (s) 6, 10 except 7=255 (LC 1), 8=334 (LC 1), 9=351 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-9=-289/256, 3-8=-276/241 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 4-0-0 oc. Job Truss Truss Type Qty Ply P1-PLAN 3 V13 Valley 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:41:03 Page: 1 ID:Vjxb5rpzcv23NgaUQ1 UGGnyvYnL-1 WCliOY8J3J7tK_IBY75Cx7vcniY40glXFM3?GyflwE W1 1 -8 10 Scale = 1:25.8 iim 12 13 14 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.00 9-10 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 9-10 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 6 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MR Weight: 43 lb FT = 20% LUMBER 7) This truss has been designed for a 10.0 psf bottom TOP CHORD 2x4 DF No.2 G chord live load nonconcurrent with any other live loads. BOT CHORD 2x4 DF No.2 G 8) * This truss has been designed for a live load of 20.Opsf WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF on the bottom chord in all areas where a rectangle Stud G 3-06-00 tall by 2-00-00 wide will fit between the bottom OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF chord and any other members. Stud G 9) A plate rating reduction of 20% has been applied for the BRACING green lumber members. TOP CHORD Structural wood sheathing directly applied or 10) Provide mechanical connection (by others) of truss to 6-0-0 oc purlins, except end verticals. bearing plate capable of withstanding 100 lb uplift at joint BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 9, 8, 7. This truss 11) This is designed in accordance with the 2018 racing. International Building Code section 2306.1 and MiTek recommends that Stabilizers and referenced standard ANSI/TPI 1. required cross bracing be installed during 12) This truss has been designed for a moving concentrated truss erection, in accordance with Stabilizer load of 6.01b dead located at all mid panels and at all Installation guide. panel points along the Bottom Chord, nonconcurrent with REACTIONS All bearings 13-7-0. any other live loads. (lb) -Max Horiz 10=-38 (LC 8) 13) This truss is designed for a creep factor of 3.01, which is Max Uplift All uplift 100 (lb) or less at joint(s) used to calculate the Vert(CT) deflection perANSI/TPI 1. 6, 7, 8, 9, 10 LOAD CASE(S) Standard Max Grav All reactions 250 (lb) or less at joint (s) 6, 10 except 7=255 (LC 1), 8=334 (LC 1), 9=351 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-9=-289/253, 3-8=-276/241 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 4-0-0 oc. Job Truss Truss Type Qty Ply P1-PLAN 3 V14 Valley 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:41:03 Page: 1 ID:LEx?Bzv2BSV9nf1zFeccS_yvYlw-1 WCIiOY8J3J7tK_IBY75Cx7vcniY40glXFM3?GyflwE 4-0-0 8-0-0 12-0-0 13-7-0 4-0-0 4-0-0 4-0-0 1-7-0 3-8-7 3-8-7 3-6-10 1 2 4 5 0-11 1 1 10 I 6 3x10n 3x10n 3x10n 3x10n 3x10n 4-0-0 8-0-0 12-0-0 13-7-0 4-0-0 4-0-0 4-0-0 1-7-0 Scale = 1:56.3 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.00 9-10 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 9-10 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 6 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MR Weight: 40 lb FT = 20% LUMBER 7) * This truss has been designed for a live load of 20.Opsf TOP CHORD 2x4 DF No.2 G on the bottom chord in all areas where a rectangle BOT CHORD 2x4 DF No.2 G 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF chord and any other members. Stud G 8) A plate rating reduction of 20% has been applied for the BRACING green lumber members. TOP CHORD Structural wood sheathing directly applied or 9) Provide mechanical connection (by others) of truss to 6-0-0 oc purlins, except end verticals. bearing plate capable of withstanding 100 lb uplift at joint BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 6, 9, 8, 7. This truss 10) This truss is designed in accordance with the 2018 racing. International Building Code section 2306.1 and MiTek recommends that Stabilizers and referenced standard ANSI/TPI 1. required cross bracing be installed during 11) This truss has been designed for a moving concentrated truss erection, in accordance with Stabilizer load of 6.01b dead located at all mid panels and at all Installation guide. panel points along the Bottom Chord, nonconcurrent with REACTIONS All bearings 13-7-0. any other live loads. (lb) -Max Horiz 10=-22 (LC 8) 12) This truss is designed for a creep factor of 3.01, which is Max Uplift All uplift 100 (lb) or less at joint(s) used to calculate the Vert(CT) deflection perANSI/TPI 1. 6, 7, 8, 9, 10 LOAD CASE(S) Standard Max Grav All reactions 250 (lb) or less at joint (s) 6, 10 except 7=256 (LC 1), 8=334 (LC 1), 9=351 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-9=-288/251, 3-8=-276/241 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply P1-PLAN 3 V15 Valley 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:41:03 Page: 1 ID:OiljpC2whBzxgaAYVPLTzFyvXdR-1 WCIiOY8J3J7tK_IBY75Cx7pVngM40fiXFM3?GyflwE -1-3-0 1, 6-11-0 1, 13-10-0 15-1-0 1-3-0 6-11-0 6-11-0 1-3-0 3 2 4x5 = 1.5x4 n 1.5x4 n 13 14 4x5 n 3 T1 __ 5 4x5 n 2 ST 6 1 ST ST W W 14-4 10 12 15 11 16 10 17 9 18 3x4 n 1.5x4 n 1.5x4 n 3x4 n 1.5x4 n Scale = 1:37.3 13-10-0 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.23 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.09 Horz(CT) -0.08 9 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MR Weight: 55 lb FT = 20% LUMBER 5) Truss to be fully sheathed from one face or securely TOP CHORD 2x4 DF No.2 G braced against lateral movement (i.e. diagonal web). BOT CHORD 2x4 DF No.2 G 6) Gable studs spaced at 4-0-0 oc. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 7) This truss has been designed for a 10.0 psf bottom Stud G chord live load nonconcurrent with any other live loads. OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 8) * This truss has been designed for a live load of 20.Opsf Stud G on the bottom chord in all areas where a rectangle BRACING 3-06-00 tall by 2-00-00 wide will fit between the bottom TOP CHORD Structural wood sheathing directly applied or woods, chord and any other members. 9) A plate rating reduction of 20 /o has been applied for the 10-0-0 oc except end verticals. green lumber members. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 10) Provide mechanical connection (by others) of truss to racing. bearing plate capable of withstanding 100 lb uplift at joint MiTek recommends that Stabilizers and (s) 12, 1 except Qt=lb) 11=121, 9=208. required cross bracing be installed during 11) Beveled plate or shim required to provide full bearing truss erection, in accordance with Stabilizer surface with truss chord at joint(s) 1. Installation guide. 12) This truss is designed in accordance with the 2018 REACTIONS All bearings 13-10-0. International Building Code section 2306.1 and (lb) - Max Horiz 1=-27 (LC 10) referenced standard ANSI/TPI 1. Max Uplift All uplift 100 (lb) or less at joint(s) 13) This truss has been designed for a moving concentrated 1, 12 except 9=-208 (LC 9), load of 6.Olb dead located at all mid panels and at all 11=-122 (LC 8) panel points along the Bottom Chord, nonconcurrent with Max Grav All reactions 250 (lb) or less at joint a ct (lb) o any other live loads. 14) Hanger(s) device(s) be (sl except 9= (LC 26), LC(LC 6 or other connection shall provided sufficient to support concentrated load(s) 65 lb 10=285 (ex 1), 405 down and 90 lb up at 13-9-4, and 59 lb down and 80 lb FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 up at 13-9-4 on top chord. The design/selection of such (lb) or less except when shown. connection device(s) is the responsibility of others. WEBS 4-10=-285/173, 3-11=-297/219, 5-9=-377/282 15) This truss is designed for a creep factor of 3.01, which is NOTES used to calculate the Vert(CT) deflection perANSI/TPI 1. 1) Unbalanced roof live loads have been considered for this LOAD CASE(S) Standard design. 1) Dead + Roof Live (balanced): Lumber Increase=1.25, 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Plate Increase=1.25 Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. Uniform Loads (lb/ft) 11; Exp C; Enclosed; MWFRS (envelope) exterior zone Vert: 1-2=-68, 2-4=-68, 4-6=-68, 6-7=-68, 8-12=-14 and C-C Corner(3E) -1-3-0 to 1-9-0, Exterior(2N) 1-9-0 Concentrated Loads (lb) to 6-11-0, Corner(3R) 6-11-0 to 9-11-0, Exterior(2N) Vert: 6=-10 9-11-0 to 15-1-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. Job Truss Truss Type Qty Ply P1-PLAN 3 V16 Valley 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:41:04 Page: 1 ID:bOb01_DiOVkyWjFEKMbIXCyvXd D-Vim7vkZm3N R_U UZUkFeKk9gzoB03ptvulv5dXjyflwD -1-3-0 6-11-0 13-10-0 15-1-0 1-3-0 6-11-0 6-11-0 1-3-0 12 4x5 = 3r 1.5x4 n 1.5x4 n 13 L:!i:::i 4x5 n 3 n ST 0 2 9 1 ST 1- -4 8 12 15 11 16 10 17 9 18 2x6n 2x6 n 1.5x4 n 1.5x4 n 1.5x4 n Scale = 1:36.5 13-10-0 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.09 Horz(CT) -0.05 9 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MR Weight: 52 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 13-10-0. (lb) - Max Horiz 1=-10 (LC 10) Max Uplift All uplift 100 (lb) or less at joint(s) 1, 10, 12 except 9=-188 (LC 9), 11=-109 (LC 8) Max Grav All reactions 250 (lb) or less at joint (s) 1, 12 except 9=525 (LC 26), 10=337 (LC 1), 11=401 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-170/265, 4-13=-97/266, 4-14=-95/263, 5-6=-171 /278 WEBS 4-10=-328/201, 3-11=-298/223, 5-9=-369/271 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-3-0 to 1-9-0, Exterior(2N) 1-9-0 to 6-11-0, Corner(3R) 6-11-0 to 9-11-0, Exterior(2N) 9-11-0 to 15-1-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 12, 1, 10 except Qt=lb) 11=109, 9=188. 11) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) 1. 12) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) This truss has been designed for a moving concentrated load of 6.Olb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 59 lb down and 80 lb up at 13-9-4, and 59 lb down and 80 lb up at 13-9-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 15) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-2=-68, 2-4=-68, 4-6=-68, 6-7=-68, 8-12=-14 Concentrated Loads (lb) Vert: 6=-17 Job Truss Truss Type Qty Ply P1-PLAN 3 V17 Valley 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:41:04 Page: 1 ID:JajDQDYe1o86FtpRPWa47uyvXco-Vim7vkZm3NR_UUZUkFeKk9g1wB1 rptSulv5dXjyflwD 0 N 0- 4 Scale = 1:35.9 1-3-0 6-11-0 12 3r- 1.5x4 n 4x5 = 6-11-0 1-3-0 3x4 0 23 12 24 11 25 10 26 3x10 n 1.5x4 n 1.5x4 n 13-10-0 3x10 n 1.5x4 n Plate Offsets (X, Y): [2:0-5-9,Edge], [8:0-5-9,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.15 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.12 Horz(CT) -0.02 10 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 53 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G SLIDER Left 2x4 DF Stud or No.2 or Std G-- 1-11-14, Right 2x4 DF Stud or No.2 or Std G-- 1-11-14 BRACING TOP CHORD Structural wood sheathing directly applied or 8-6-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS All bearings 13-10-0. (lb) - Max Horiz 1=35 (LC 12) Max Uplift All uplift 100 (lb) or less at joint(s) 1 except 2=-103 (LC 26), 10=-174 (LC 9), 11=-133 (LC 9), 12=-109 (LC 8), 13=-103 (LC 26) Max Grav All reactions 250 (lb) or less at joint (s) 1, 2, 13 except 10=514 (LC 26), 11=547 (LC 1), 12=436 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-513/674, 4-21=-447/612, 5-21=-438/656, 5-22=-437/652, 6-22=-441/593, 6-7=-508/679 BOT CHORD 2-23=-609/524, 12-23=-609/524, 12-24=-609/524,11-24=-609/524, 11-25=-609/524, 10-25=-609/524, 10-26=-609/524, 8-26=-609/524 WEBS 5-11=-523/365, 4-12=-348/269, 6-10=-390/282 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-3-0 to 1-9-0, Exterior(2N) 1-9-0 to 6-11-0, Corner(3R) 6-11-0 to 9-11-0, Exterior(2N) 9-11-0 to 15-1-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 1 except Qt=lb) 2=103, 11=133, 12=108, 10=173, 2=103. 10) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) 1. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.Olb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 69 lb down and 59 lb up at 13-10-0, and 69 lb down and 59 lb up at 13-10-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-14=-82, 5-14=-68, 5-9=-68, 13-17=-14 Concentrated Loads (lb) Vert: 17=-116 Job Truss Truss Type Qty Ply P1-PLAN 3 V18 Valley 1 1 Job Reference (optional) Builder FirstSource, user 2- -0 1-1-3 0-0 -* " Scale = 1:36.9 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:41:04 Page: 1 ID:CuObOD?USTwjpj kdVF?gvyvXcC-Vim7vkZm3NR_UUZUkFeKk9gzoBwppsqulv5dXjyflwD 7-11-0 14-7-12 �15-10-0 7-11-0 6-8-12 1-2-4 5x8 = 14 4 15 3x6 % 1.5x4 n 3x6 a 15-10-0 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.60 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.16 Horiz(TL) 0.01 4 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 43 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING 6) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. 7) BOT CHORD Rigid ceiling directly applied or 5-7-1 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during 8) truss erection, in accordance with Stabilizer Installation guide. 9) REACTIONS (lb/size) 1=86/15-10-0, (min. 0-1-8), 3=132115-10-0, (min. 0-1-8), 1 0) 1) 2) 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. Gable requires continuous bottom chord bearing. Gable studs spaced at 4-0-0 oc. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. A plate rating reduction of 20% has been applied for the green lumber members. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 1, 80 lb uplift at joint 3 and 108 lb uplift at joint 4. This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 63 lb down and 63 lb up at 14-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. )AD CASE(S) Standard Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-2=-68, 2-3=-68, 1-3=-14 Concentrated Loads (Ib) Vert: 16=-52 Job Truss Truss Type Qty Ply P1-PLAN 3 VGE01 Roof Special 1 1 Job Reference (optional) Builder FirstSource, user 20 Camber = 1/16 in Scale = 1:39.8 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:41:04 Page: 1 ID:uv?BH6C2 WywA19Znd8D?pMyvYx9-Vim7vkZm3NR_UUZUkFeKk9g? W ByNpr2ulv5dXjyflwD 8-2-2 14-0-4 8-2-2 5-10-2 12 3x6= 10.25 8-2-2 12 Jx4 5-10-2 3x6 = a N 7 6 6 th N � N M M O O Plate Offsets (X, Y): [14:0-1-11,0-0-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.06 10-18 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.13 10-18 >555 180 BCLL 0.0` Rep Stress Incr YES WB 0.21 Horz(CT) 0.01 10 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 61 lb FT = 20% LUMBER 3) Truss designed for wind loads in the plane of the truss TOP CHORD 2x4 DF No.2 G only. For studs exposed to wind (normal to the face), BOT CHORD 2x4 DF No.2 G see Standard Industry Gable End Details as applicable, WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF or consult qualified building designer as perANSI/TPI 1. Stud G 4) Provide adequate drainage to prevent water ponding. OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 5) All plates are 1.5x4 MT20 unless otherwise indicated. Stud G 6) Gable studs spaced at 1-4-0 oc. BRACING 7) This truss has been designed for a 10.0 psf bottom TOP CHORD Structural wood sheathing directly applied or chord live load nonconcurrent with any other live loads. ' 10-0-0 oc purlins, except end verticals. 8) This truss has been designed for a live load of 20.Opsf BOT CHORD Rigid ceiling directly applied or 6-0-0 oc on the bottom chord in all areas where a rectangle racing. 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. MiTek recommends that Stabilizers and 9) A plate rating reduction of 20% has been applied for the required cross bracing be installed during green lumber members. truss erection, in accordance with Stabilizer 10) Provide mechanical connection (by others) of truss to Installation guide. bearing plate capable of withstanding 100 lb uplift at joint REACTIONS All bearings 14-0-4. (s) 1, 4, 10 except Qt=lb) 8=170, 9=254. (lb) -Max Horiz 1=-72 (LC 8) 11) Beveled plate or shim required to provide full bearing Max Uplift All upliftor less at 100 (lb) or less surface with truss chord atjoint(s) 1, 4, 8, 5, 6, 7, 9, 10. 1, 4, 1except) (LC 8 12) This truss is designed in accordance with the 2018 9=-255 (LC 1) International Building Code section 2306.1 and Max Grav All reactions 250 (lb) or less at joint referenced standard ANSI/TPI 1. 13) This truss has been designed for a moving concentrated (s) 1, 4, 5, 6, 7, 9 except 8=744 (LC load of 6.01b dead located at all mid panels and at all 1), 10=356 (LC 1) panel points along the Bottom Chord, nonconcurrent with FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 any other live loads. (lb) or less except when shown. 14) Gap between inside of top chord bearing and first TOP CHORD 1-2=-347/316, 2-3=-232/319 diagonal or vertical web shall not exceed 0.500in. BOT CHORD 1-20=-242/353, 1-20=-244/348, 15) This truss is designed for a creep factor of 3.01, which is 1-21=-352/301, 10-21=-362/295, used to calculate the Vert(CT) deflection perANSI/TPI 1. 10-22=-276/249, 9-22=-280/248, LOAD CASE(S) Standard 9-23=-342/288, 8-23=-345/287 WEBS 2-8=-467/393, 3-8=-345/242 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Job Truss Truss Type Qty Ply P1-PLAN 3 VGE02 Roof Special 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:41:05 Page: 1 ID:rOTd270yuz2?aDCiEYpcC8yvYhO-Vim7vkZm3N R_U UZUkFeKk9gOl By?psfulv5dXjyflwD 18 7-11-6 11 5-7-6 12 3x6= 10.25 3 L 3x4 m 6 23 5 24 12 3x6 = 0-0-1rr�"7'== o o A M ih 6 0 0 7-11-6 13-6-12 Camber= 1/16 in lk 7-11-6 5-7-6 Scale = 1:39.3 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.04 9-16 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.10 9-16 >667 180 BCLL 0.0` Rep Stress Incr YES WB 0.17 Horz(CT) 0.01 9 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 56 lb FT = 20% LUMBER 3) Truss designed for wind loads in the plane of the truss TOP CHORD 2x4 DF No.2 G only. For studs exposed to wind (normal to the face), BOT CHORD 2x4 DF No.2 G see Standard Industry Gable End Details as applicable, WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF or consult qualified building designer as perANSI/TPI 1. Stud G 4) Provide adequate drainage to prevent water ponding. OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 5) All plates are 1.5x4 MT20 unless otherwise indicated. Stud G 6) Gable studs spaced at 1-4-0 oc. BRACING 7) This truss has been designed for a 10.0 psf bottom TOP CHORD Structural wood sheathing directly applied or chord live load nonconcurrent with any other live loads. * 10-0-0 oc purlins, except end verticals. 8) This truss has been designed for a live load of 20.Opsf BOT CHORD Rigid ceiling directly applied or 6-0-0 oc on the bottom chord in all areas where a rectangle racing. 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. MiTek recommends that Stabilizers and 9) A plate rating reduction of 20% has been applied for the required cross bracing be installed during green lumber members. truss erection, in accordance with Stabilizer 10) Provide mechanical connection (by others) of truss to Installation guide. bearing plate capable of withstanding 100 lb uplift at joint REACTIONS All bearings 13-6-12. (s) 1, 4, 9 except Qt=lb) 7=147, 8=213. (lb) - Max Horiz 1=-69 (LC 8) 11) Beveled plate or shim required to provide full bearing Max Uplift All uplift 100 (lb) or less at joint(s) surface with truss chord atjoint(s) 1, 4, 7, 5, 6, 8, 9. 1, 4, 9 except 7=-148 (LC 8), 12) This truss is designed in accordance with the 2018 8=-214 (LC 1) International Building Code section 2306.1 and Max Grav All reactions 250 (lb) or less at joint referenced standard ANSI/TPI 1. 13) This truss has been designed for a moving concentrated (s) 1, 4, 5, 6, 8 except 7=680 (LC load of 6.01b dead located at all mid panels and at all 1), 9=347 (LC 1) panel points along the Bottom Chord, nonconcurrent with FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 any other live loads. (lb) or less except when shown. 14) Gap between inside of top chord bearing and first TOP CHORD 1-2=-325/268, 2-3=-204/271 diagonal or vertical web shall not exceed 0.500in. BOT CHORD 1-18=-232/330, 1-18=-234/325, 15) This truss is designed for a creep factor of 3.01, which is 1-19=-306/274, 9-19=-315/269, used to calculate the Vert(CT) deflection perANSI/TPI 1. 8-21=-287/255, 7-21=-291/254 LOAD CASE(S) Standard WEBS 2-7=-443/380, 3-7=-296/215 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Job Truss Truss Type Qty Ply P1-PLAN 4 AA01 Common Supported Gable 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:09 Page: 1 I D:BH UhMrBOzm2hBzp4H UApEBywUik-XeRXT7cuThDemgvlCP4GBOjgTFx_6eKngshJ Mgyfl Iq 14-1-12 13-7-8 28-11-15 -1-9-0 13-1-3 27-2-15 1-9-0 13-1-3 13-1-3 1-9-0 0-6-4 0-6-4 0 o� 4x6= 2x4n 2An I �9� 2x4n 3�2 2x4n 2A11 y",4n 2Aii 2Au 210 11 1� 13 14 2An 2x4n x4n 2x4 n $ 4� 1 �49 16 2x4 n 2x4 n 2x4n 6 7 _ 17 18 2A 4x6c 4 5 S S S d S S S 19 20 4x6o 250 3 s S N S s s s 21 682: 51 4052395338545655355634573215832593'6030612962286327642665256624 67 3x6= 3x4= 3x6= 14-1-12 13-1-3 27-2-15 13-1-3 il 13-1-3 Scale = 1:64.1 1-0-9 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.37 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.04 Horz(CT) -0.02 33 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 141 lb FT = 20% LUMBER TOP CHORD 2x4 DF N0.2 G *Except* T2:2x6 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING BOT CHORD 2-50=-634/639, 2-50=-501/506, 2-51=-1879/1891, 40-51=-1640/1574, 40-52=-1400/1412, 39-52=-1300/1309, 39-53=-1199/1211, 38-53=-1099/1111, 38-54=-999/1011, 37-54=-898/908, 36-37=-818/830, 36-55=-798/810, 35-55=-698/710, 35-56=-598/609, 34-56=-417/429, 34-57=-397/409, 33-57=-291/302 30-61=-291/302 TOP CHORD Structural wood sheathing directly applied or 29-61=-397/409, 29-62=-417/429, 4-6-7 oc purlins. 28-62=-598/609, 28-63=-698/710, BOT CHORD Rigid ceiling directly applied or 4-6-5 oc 27-63=-798/810, 27-64=-818/908, racing. 26-64=-999/1011, 26-65=-1099/1111, MiTek recommends that Stabilizers and 25-65=-1199/1211, 25-66=-1300/1309, required cross bracing be installed during 24-66=-1400/1412, 24-67=-1640/1574, truss erection, in accordance with Stabilizer 22-67=-1879/1891, 22-68=-501/506, Installation guide. 22-68=-634/639 WEBS 4-40=-257/69, 20-24=-257/69 REACTIONS All bearings 27-2-15. NOTES (lb) - Max Horiz 2=-61 (LC 13), 41=-61 (LC 13) 1) Unbalanced roof live loads have been considered for this Max Uplift All uplift 100 (lb) or less at joint(s) design. 24, 25, 26, 27, 28, 29, 30, 33, 34, 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) 35, 36, 38, 39, 40 except 2=-422 Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. (LC 27), 22=-422 (LC 28), 41=-422 II; Exp C; Enclosed; MWFRS (envelope) exterior zone (LC 27), 45=-422 (LC 28) and C-C Corner(3E) -1-9-0 to 1-1-4, Exterior(2N) 1-1-4 Max Grav All reactions 250 (lb) or less at joint to 13-7-8, Corner(3R) 13-7-8 to 16-7-8, Exterior(2N) (s) 25, 26, 27, 28, 29, 30, 31, 32, 16-7-8 to 28-11-15 zone; cantilever left and right 33, 34, 35, 36, 38, 39 except 2=638 exposed ; end vertical left and right exposed;C-C for (LC 26), 22=638 (LC 25), 24=331 members and forces & MWFRS for reactions shown; (LC 30), 40=331 (LC 29), 41=638 Lumber DOL=1.60 plate grip DOL=1.60 (LC 26), 45=638 (LC 25) 3) Truss designed for wind loads in the plane of the truss FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 only. For studs exposed to wind (normal to the face), (lb) or less except when shown. see Standard Industry Gable End Details as applicable, TOP CHORD 2-3=-1898/1879, 3-4=-1806/1793, or consult qualified building designer as perANSI/TPI 1. 4-5=-1459/1426, 5-6=-1253/1215, 4) All plates are 1.5x4 MT20 unless otherwise indicated. 6-7=-1046/1027, 7-8=-839/820, 5) Gable requires continuous bottom chord bearing. 8-48=-633/613, 9-48=-438/462, 6) Gable studs spaced at 1-4-0 oc. 9-10=-426/406, 14-15=-426/406, 7) This truss has been designed for a 10.0 psf bottom 15-49=-438/462, 16-49=-633/613, chord live load nonconcurrent with any other live loads. 16-17=-839/820, 17-18=-1046/1027, 8) * This truss has been designed for a live load of 20.Opsf 18-19=-1253/1215, 19-20=-1459/1426, on the bottom chord in all areas where a rectangle 20-21=-1806/1793, 21-22=-1898/1879 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 33, 34, 35, 36, 38, 39, 40, 30, 29, 28, 27, 26, 25, 24 except Qt=lb) 2=421, 22=421, 2=421, 22=421. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.0Ib dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total seismic drag load of 4100 lb. Lumber DOL=(1.33) Plate grip DOL= (1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 27-2-15 for 150.5 plf. 14) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 4 AA02 Common 6 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:10 Page: 1 ID:M_YhfEhYRnNuGRGsJ D2uzxywUr7-?q?vhTCXD?LUOgTU17bV kbFOZfACr9twvWQsu6yfl Ip -1-9-0 7-4-6 13-7-8 19-10-10 27-2-15 1,28-11-151, 1-9-0 74-6 6-3-2 6-3-2 7-4-6 1-9-0 '1 312 4x8= 4 4x8= 3x6= 3x6= 3x10= 3x10= 9-5-6 8-4-2 9-5-6 Camber = 9/16 in Scale = 1:55.3 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.22 8-9 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.75 9-13 >434 180 BCLL 0.0* Rep Stress Incr YES WB 0.34 Horz(CT) 0.16 6 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 103 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING 5) TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins. 6) BOT CHORD Rigid ceiling directly applied or 9-6-4 oc racing. MiTek recommends that Stabilizers and 7) required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 8) REACTIONS (lb/size) 2=1236/0-5-8, (min. 0-1-8), 6=1236/0-5-8, (min. 0-1-8) Max Horiz 2=-62 (LC 13) 9) Max Uplift 2=-177 (LC 8), 6=-177 (LC 9) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 L (lb) or less except when shown. TOP CHORD 2-3=-3429/510, 3-17=-2982/419, 4-17=-2924/431, 4-18=-2924/431, 5-18=-2982/419, 5-6=-3429/510 BOT CHORD 2-19=-119/1066, 2-19=-119/1066, 2-20=-423/3298, 10-20=-423/3298, 9-10=-423/3298, 9-21=-247/2212, 8-21=-247/2212, 8-22=-434/3298, 6-22=-434/3298, 6-23=-124/1066, 6-23=-124/1066 WEBS 4-8=-84/829, 5-8=-612/192, 4-9=-84/829, 3-9=-612/192 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-9-0 to 1-1-4, Interior (1) 1-1-4 to 13-7-8, Exterior(2R) 13-7-8 to 16-7-8, Interior (1) 16-7-8 to 28-11-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. A plate rating reduction of 20% has been applied for the green lumber members. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 177 lb uplift at joint 2 and 177 lb uplift at joint 6. This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. )AD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 4 AB01 Common Structural Gable 1 1 Job Reference (optional) Builder FirstSource, user \ N \ —v 'TA ' o i.9ov� N�o oo^7— c? ��7N(V ��fpOO 0 C N,� po 0 o 0 \ Camber = 5/16 in Scale = 1:89.3 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:10 Page: 1 I D:QbBN N9SXJr5JLOkOrV3M7KywSzM-?q?vhTCXD?LUOgTU17bVkbFpVfBRrxZwvWQsu6yfllp 16-10-2 16-2-2 15-3-0 21-3-0 12-3-9 14-11-7 16-4-11 19-2-11 21-4-13 1-11-13 9-6-10 12-9-13 15-1-4 18-3-019-6-7 21-6-9 1 n 11 3-3-7 4-1-9 0-1-12 0-6-4 2-9-0 2-1 3x6= 1.5x4n 1.5x411 1.5x4n 5-6-10 1 4.1.9 1 3-3-7 1-11-1 3x10= 2x6= 5x6= 5x6n 0 5x8= 4x5o 312 4x88_WT>6" 19 25 24 56 23 22 21 57 20 58 1.5x4 n 5x10= 3x10= 4x6= 3x4= 1.5x411 3x10= 1.5x4 n 5x10= 3x6= 9-6-13 L 51 I L 9-4-13 IL 15-1-4 L 21-4-13 L 27-1-3 L 31-2-12 L W 6-0 L �1 0P�-2-0 Plate Offsets (X, Y): [6:0-5-12,0-3-0], [10:0-3-0,Edge], [11:0-7-4,0-0-4], [26:0-4-4,0-2-13] Loading (psf) Spacing 2-3-12 CSI DEFL in floc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.15 20-21 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.47 20-21 >686 180 BCLL 0.0* Rep Stress Incr NO WB 0.68 Horz(CT) 0.09 18 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 244lb FT=20% LUMBER TOP CHORD 2x6 DF N0.2 G *Except* T1:2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G *Except* W4:2x4 DF No.2 G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD 2-0-0 oc purlins (3-1-10 max.) (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 10, 13,11,9,6 REACTIONS All bearings 9-8-9. except 18=0-5-8 (lb) - Max Horiz 2=92 (LC 12), 45=92 (LC 12) Max Uplift All uplift 100 (lb) or less at joint(s) 28 except 2=-105 (LC 8), 18=-216 (LC 9), 26=-196 (LC 9), 27=-751 (LC 30), 45=-105 (LC 8) Max Grav All reactions 250 (lb) or less at joint (s) 27 except 2=283 (LC 29), 18=1243 (LC 1), 26=2653 (LC 1), 28=330 (LC 3), 45=283 (LC 29) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-263/761, 3-4=-179/714, 4-5=-257/2119, 5-51=-640/493, 7-10=-328/141, 10-12=-812/183, 12-52=-847/157, 14-52=-872/150, 14-15=-1808/322, 15-16=-2785/418, 16-17=-3431/476, 17-18=-3474/465, 13-14=-922/188, 11-13=-1001/199, 8-9=-1050/199, 6-8=-1081/204, 6-26=-1258/222, 9-11=-993/198 BOT CHORD 2-54=-754/254, 28-54=-603/119, 27-28=-603/119, 27-55=-603/119, 26-55=-603/119, 25-26=-812/159, 24-25=-784/119, 24-56=-144/1440, 23-56=-144/1440,22-23=-311/2681, 21-22=-311/2681,21-57=-410/3349, 20-57=-410/3349, 20-58=-410/3349, 18-58=-410/3349, 18-59=-114/1031, 18-59=-114/1031 WEBS 8-24=-318/121, 7-8=-364/135, 5-26=-1826/292, 15-21=0/359, 15-23=-1040/180, 5-6=-261/2282, 6-24=-240/2078, 4-27=-136/588, 4-26=-1469/233, 16-21=-707/129, 9-24=-577/94, 9-10=-650/90, 10-11=-67/585, 11-23=-66/532 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-9-0 to 1-10-13, Interior (1) 1-10-13 to 18-3-0, Exterior(2R) 18-3-0 to 21-10-13, Interior (1) 21-10-13 to 38-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 28 except at=lb) 2=104, 18=215, 26=196, 27=751, 2=104. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total seismic drag load of 2400 lb. Lumber DOL=(1.33) Plate grip DOL= (1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 36-6-0 for 65.8 plf. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 4 AB02 Common 10 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 09 14:52:11 Page: 1 ID:rbp1zXT?U7TS?B3CtEuN?jywUUA-T1ZHuod9_JTLO_2hJg6kGpo0u3VoaRm47AAQRYyFlIo -1-9-0 5-3-4 9-4-13 15-1-4 18-3-0 21-4-13 27-1-3 31-2-12 36-6-0 38-3-0 1-9-0 5-3-4 4-1-9 5-8-7 3-1-12 3-1-13 5-8-6 4-1-9 5-3 4 312 4x8 0 3x60 5 _ 3x4� 4 M 3 2 28 10 29 21 30 20 4x8= 2x4u 4x5= Camber = 11 /16 Scale = 1:71.5 6-0-0 3x6= 3x4c 7 3x4a 266 _ 827 4x8, 9 3x6e qn 311 11 3612 19 18 31 32 33 17 16 15 34 14 35 6x8= 6x12= 4x5= 4x5= 6x12= 6x8= 4x5= 2x4n 4x8= 51 -4 I,�13 6 154 261-4-913 I, 2-60I, 2-13I, 31-2-12I, 36-6-0 5-3-4 4-j -1-3-- 9k-llt� Plate Offsets (X, Y): [2:0-5-4,0-0-10], [7:0-3-0,Edge], [12:0-5-4,0-0-10], [17:0-4-0,0-3-0], [18:0-4-0,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.30 15-17 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.99 15-17 >327 180 BCLL 0.0* Rep Stress Incr NO WB 0.49 Horz(CT) 0.09 12 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 197 lb FT = 20% LUMBER WEBS 5-20=-1392/167, 9-15=-21/474, 8-17=0/288, TOP CHORD 2x4 DF 2400F 2.0E G 6-8=-1528/160, 5-18=-103/1791, BOT CHORD 2x6 DF 1800F 1.6E G or 2x6 DF SS G 9-17=-1513/249, 3-20=-871/119, *Except* B3:2x4 DF No.2 G 11-15=-282/66 WEBS 2x4 DF 2400F 2.0E G *Except* W6:2x4 DF NOTES No.2 G or 2x4 DF Std G or 2x4 DF Stud G 1) Unbalanced roof live loads have been considered for this BRACING design. TOP CHORD Structural wood sheathing directly applied or 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) 4-2-5 oc purlins. Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc II; Exp C; Enclosed; MWFRS (envelope) exterior zone bracing, Except: and C-C Exterior(2E) -1-9-0 to 1-9-8, Interior (1) 1-9-8 to 6-0-0 oc bracing: 18-20. 18-3-0, Exterior(2R) 18-3-0 to 21-10-13, Interior (1) WEBS 1 Row at mid t 6-8 21-10-13 to 38-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for MiTek recommends that Stabilizers and members and forces & MWFRS for reactions shown; required cross bracing be installed during Lumber DOL=1.60 plate grip DOL=1.60 truss erection, in accordance with Stabilizer 3) 80.01b AC unit load placed on the bottom chord, 18-3-0 Installation guide. from left end, supported at two points, 3-0-0 apart. REACTIONS (lb/size) 2=628/0-5-8, (min. 0-1-8), 4) This truss has been designed for a 10.0 psf bottom 12=1287/0-5-8, (min. 0-1-8), chord live load nonconcurrent with any other live loads. 20=1481/0-5-8, (min. 0-1-9) 5) * This truss has been designed for a live load of 20.Opsf Max Horiz 2=-81 (LC 17) on the bottom chord in all areas where a rectangle =-98 Max Uplift 2=-98 (LC 8), 12=-194 (LC 9), (L 3-06-00 tall by 2-00-00 wide will fit between the bottom 2(LC 12) chord and any other members. 6) A plate rating reduction of 20 /o has been applied for the FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 green lumber members. (lb) or less except when shown. 7) Provide mechanical connection (by others) of truss to TOP CHORD 2-3=-1091/187, 3-4=-468/192, 4-5=-451/200, bearing plate capable of withstanding 98 lb uplift at joint 5-26=-1958/232, 6-26=-1864/234, 2, 130 lb uplift atjoint 20 and 194 lb uplift atjoint 12. 6-7=-394/110, 7-8=-355/105, 8) This truss is designed in accordance with the 2018 8-27=-1895/228, 9-27=-1981/226, International Building Code section 2306.1 and 9-1 0=-3311/380, 10-11 =-3366/370, referenced standard ANSI/TPI1. 11-12=-3654/396 9) This truss has been designed for a moving concentrated BOT CHORD 2-28=-23/667, 2-28=-23/668, 2-29=-93/1034, load of 6.01b dead located at all mid panels and at all 21-29=-93/1034, 21-30=-93/1034, panel points along the Bottom Chord, nonconcurrent with 20-30=-93/1034, 19-20=-152/440, any other live loads. 18-19=-152/440, 18-31=-88/1863, 10) This truss is designed for a creep factor of 3.01, which is 31-32=-88/1863, 32-33=-88/1863, used to calculate the Vert(CT) deflection perANSI/TPI 1. 17-33=-88/1863, 16-17=-286/3251, LOAD CASE(S) Standard 15-16=-286/3251, 15-34=-334/3521, 14-34=-334/3521,14-35=-334/3521, 1) Dead +Roof Live (balanced): Lumber Increase=1.25, 12-35=-334/3521, 12-36=-191/2184, Plate Increase=1.25 12-36=-191/2184 Uniform Loads (lb/ft) Vert: 1-7=-68, 7-13=-68, 2-20=-24, 12-20=-14 Concentrated Loads (lb) Vert: 31=-40, 33=-40 Job Truss Truss Type Qty Ply P1-PLAN 4 AB03 Common 3 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:12 Page: 1 ID:n45a_9PFP1 YgINSr6rN5H6ywTPq-xD7f68enlcbCdBdttYdzpOL7DTtDJon DMgvzz?yflln 9-4-13 15-1-4 18-3-0 21-4-13 27-1-3 31-2-12 W 6-0 38-3-0 1-9-0 5-3-4 4-1-9 5-8-7 3-1-12 3-1-13 5-5-6 4-1-9 5-3-4 5x6= 1.5x4n 7 1.5x4n 312 296 830 4x8 0 3x6 c 5 _ 3x4 0 4 3 � v 28 232 1 33 21 34 20 35 19 36 18 37 17 3x10= 1.5x4n 3x6= 3x6= 4x12= 4x12= Camber = 5/16 in Scale = 1:69.1 4x8-- 9 3x6-- 1p 3x1 1 31 4012 16 15 38 14 39 3x6= 3x6= 1.5x411 3x10= 9-5-13 51 -4 L 9-4-13 15-1-4 21-4-13 27-1-3 1 31-2-12 36-6-0 5-3-4 � 5-7-7 6-3-9 5-8-6 � 5-3-4 0-1-0 13 Plate Offsets (X, Y): [17:0-3-11,0-2-0], [18:0-4-12,0-2-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.15 14-15 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.48 14-15 >682 180 BCLL 0.0* Rep Stress Incr NO WB 0.89 Horz(CT) 0.07 12 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 168lb FT=20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 3-1-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-9-7 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=189/0-5-8, (min. 0-1-8), 12=1114/0-5-8, (min. 0-1-8), 20=2097/0-5-8, (min. 0-2-4) Max Horiz 2=81 (LC 12) Max Uplift 2=-360 (LC 27), 12=-301 (LC 28), 20=-89 (LC 8) Max Grav 2=489 (LC 26), 12=1198 (LC 25), 20=2097 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-28=-1226/1732, 3-28=-1030/1322, 3-4=-563/1689, 4-5=-128/1420, 5-29=-1204/564, 6-29=-657/129, 6-7=-738/171, 7-8=-1596/309, 8-30=-1513/266, 9-30=-2216/887, 9-10=-2873/658, 10-11=-3163/1125, 11-31=-3639/927, 12-31=-3916/1346 BOT CHORD 2-32=-580/470, 2-32=-469/359, 2-33=-1685/1184, 21-33=-1265/974, 21-34=-1212/659, 20-34=-744/243, 20-35=-1341/215,19-35=-1341/215, 19-36=-1341/215, 18-36=-1341/215, 18-37=-32/954, 17-37=-332/1129, 16-17=-263/2433, 15-16=-580/2594, 15-38=-576/3053,14-38=-836/3261, 14-39=-889/3483,12-39=-1361/3786, 12-40=-370/1163, 12-40=-481/1274 WEBS 6-18=-336/124, 8-17=-345/125, 5-20=-1706/241, 9-15=0/313, 9-17=-998/177, 5-18=-213/2191, 3-20=-787/148, 11-15=-589/107, 7-18=-533/107, 7-17=-169/989 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-9-0 to 1-10-13, Interior (1) 1-10-13 to 18-3-0, Exterior(2R) 18-3-0 to 21-10-13, Interior (1) 21-10-13 to 38-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 80.01b AC unit load placed on the bottom chord, 12-0-0 from left end, supported at two points, 3-0-0 apart. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 360 lb uplift at joint 2, 301 lb uplift at joint 12 and 89 lb uplift at joint 20. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) This truss has been designed for a moving concentrated load of 6.011b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 10) This truss has been designed for a total seismic drag load of 4600 lb. Lumber DOL=(1.33) Plate grip DOL= (1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 36-6-0 for 126.0 plf. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-7=-68, 7-13=-68, 22-32=-14, 20-32=-24, 20-25=-14 Concentrated Loads (Ib) Vert: 35=-40, 36=-40 Job Truss Truss Type Qty Ply P1-PLAN 4 AB04 Roof Special 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:12 Page: 1 ID:hdj3mvKSP01 VoayMHgir48ywTM2-xD7f68enlcbCdBdttYdzpOL9JTzYJ?gDMgvzz?yflln 0-1-8 6-6-0TI 6-4-8 1-9-0 0-1-8 1.5x4 u 12 1 8 3 0 W 19 19 L: 9 1-11-7 2- -1 r n 1- -6 11 2 4 3 10 1.5x4 n 3x6 = 6-6-0 Camber= 1/8 in Scale = 1:33.9 0-3-1� Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.07 4-7 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.20 4-7 >374 180 BCLL 0.0* Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 22 lb FT = 20% LUMBER 6) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 35 lb uplift at joint BOT CHORD 2x4 DF No.2 G 4 and 135 lb uplift at joint 2. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 7) This truss is designed in accordance with the 2018 Stud G International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 8) This truss has been designed for a moving concentrated 6-0-0 oc purlins, except end verticals. load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 6-0-0 oc panel points along the Bottom Chord, nonconcurrent with racing. any other live loads. 9) This truss has been designed for a total seismic drag MiTek recommends that Stabilizers and load of 1000 lb. Lumber DOL=(1.33) Plate grip DOL= required cross bracing be installed during (1.33) Connect truss to resist drag loads along bottom truss erection, in accordance with Stabilizer chord from 0-0-0 to 6-6-0 for 153.8 plf. Installation guide. 10) This truss is designed for a creep factor of 3.01, which is REACTIONS (lb/size) 2=396/0-5-8, (min. 0-1-8), 4=244/ used to calculate the Vert(CT) deflection perANSI/TPI 1. Mechanical, (min. 0-1-8) LOAD CASE(S) Standard Max Horiz 4=-71 (LC 10) Max Uplift 2=-135 (LC 28), 4=-35 (LC 13) Max Grav 2=437 (LC 25), 4=244 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-425/454, 2-9=-763/741 BOT CHORD 4-10=-404/404, 2-10=-727/727, 2-11=-301 /384 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-13 to 4-4-11, Interior (1) 4-4-11 to 8-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. Job Truss Truss Type Qty Ply P1-PLAN 4 AB05 Roof Special 2 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:13 Page: 1 ID:hdj3mvKSP01 VoayMHgir48ywTM2-PPh1JUfPWwj3FIC3RF8CMEtL8sJO2SwNbUfWVRyfilm 0-1-8 6-6-0TI 6-4-8 1-9-0 0-1-8 1.5x4 n 12 1 8 3 0 W 19 19 2 9 1-11-7 2- -1 r n 1- -6 11 2 4 3 10 1.5x4 n 3x6 = 6-6-0 Camber= 1/8 in Scale = 1:33.9 0-3-1� Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.07 4-7 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.20 4-7 >374 180 BCLL 0.0* Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 22 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=396/0-5-8, (min. 0-1-8), 4=244/ Mechanical, (min. 0-1-8) Max Horiz 4=-71 (LC 10) Max Uplift 2=-101 (LC 9), 4=-35 (LC 13) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-13 to 4-4-11, Interior (1) 4-4-11 to 8-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 4 and 101 lb uplift at joint 2. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 4 AC01 Common Supported Gable 1 1 Job Reference (optional) Builder FirstSource, user 1-9-0 1 5-7-6 3x6= 1.5x4n 2x6n 123 6x8= Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:13 Page: 1 ID:HYxcbbPaspghctOv81Ra0nywSvY-PPh 1 J UfPWwj3FIC3RF8CM EtNnsJY21SNbUfW VRyfl Im 17-0-3 10-7-10 17-0-3 1.5x4n 1.5x4n 1.5x4n 1.5x4n 1.5x4n 1.5x4n 1.5x4n 1.5x4n 1.5x4n 1.5x4u 5x6= 1.5x4n 1.5x4n 1.5x4n 1.5x4n 1.5x4n 1.5x4n 3x6= 6-2-13 18-0-12 5-9-3 8-2-8 17-0-3 35-0-15 5-9-3 8-9-12 17-0-3 0-5-10 1-0-9 1-11-11 Scale = 1:67.1 Plate Offsets (X, Y): [2:0-1-14,Edge], [13:0-4-0,Edge], [29:0-3-0,0-0-9], [40:0-1-12,0-1-8], [43:0-3-9,0-3-0], [44:0-3-4,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.33 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.67 Horz(CT) 0.02 36 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 198lb FT=20% LUMBER BOT CHORD 2-56=-428/476, 43-58=-1153/1150, TOP CHORD 2x6 DF N0.2 G *Except* T1:2x4 DF No.2 G 42-58=-1026/1023, 42-59=-1012/1009, BOT CHORD 2x4 DF No.2 G 41-59=-942/939, 41-60=-872/868, WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 40-60=-800/797, 39-40=-745/742, Stud G *Except* W3,W4:2x4 DF No.2 G 39-61=-731/728, 38-61=-661/657, OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 38-62=-590/587, 37-62=-464/461, Stud G 37-63=-450/447, 36-63=-375/372, 36-64=-309/306, 31-68=-257/254, BRACING 31-69=-328/325, 30-69=-398/395, TOP CHORD Structural wood sheathing directly applied or 29-30=-412/409, 29-70=-468/464, 6-0-0 oc purlins. 28-70=-539/536, 28-71=-609/606, BOT CHORD Rigid ceiling directly applied or 5-2-6 oc 27-71=-679/676, 27-72=-693/690, racing. 26-72=-820/817, 26-73=-890/887, MiTek recommends that Stabilizers and 25-73=-946/957, 25-74=-1031/1028, required cross bracing be installed during 24-74=-1101/1098, 24-75=-1298/1137, truss erection, in accordance with Stabilizer 23-75=-1455/1452, 23-76=-788/971, Installation guide. 23-76=-961/1142 WEBS 22-24=-410/103, 4-45=-468/106, REACTIONS All bearings 35-0-15. 5-44=-1147/1273, 5-43=-1757/1753 (Ib) - Max Hor1z 2-82 (LC 16), 50-82 (LC 16) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 24, 26, 27, 28, 30, 31, 32, 33, 36, 37, 38, 39, 41, 42, 45, 50 except 23=-332 (LC 28), 25=-118 (LC 2), 43=-963 (LC 28), 44=-1263 (LC 25) Max Grav All reactions 250 (Ib) or less at joint (s) 25, 26, 27, 28, 30, 31, 32, 33, 34, 35, 36, 37, 38, 39, 41, 42 except 2=332 (LC 1), 23=481 (LC 25), 24=545 (LC 2), 43=1067 (LC 25), 44=1154 (LC 28), 45=536 (LC 31), 50=332 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-529/520, 3-4=-121/454, 5-6=-1368/1359, 6-7=-1197/1194, 7-8=-1044/1040, 8-9=-899/895, 9-10=-754/750, 10-53=-609/606, 11 -53=-526/483, 11-12=-466/451, 12-13=-314/302, 16-54=-265/261, 16-17=-411/407, 17-18=-556/552, 18-19=-701/697, 19-20=-845/842, 20-21=-973/987, 21-22=-1163/1131, 22-23=-1532/1495 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-9-0 to 1-9-2, Exterior(2N) 1-9-2 to 17-6-8, Corner(3R) 17-6-8 to 21-0-9, Exterior(2N) 21-0-9 to 35-0-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.Opsf. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 2, 45, 36, 37, 38, 39, 41, 42, 33, 32, 31, 30, 28, 27, 26, 24, 2 except Qt=lb) 23=331, 43=963, 25=117, 44=1262. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total seismic drag load of 3700 lb. Lumber DOL=(1.33) Plate grip DOL= (1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 35-0-15 for 105.5 plf. 14) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 15) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 4 ACO2 Common 4 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:14 Page: 1 ID:UAyJ HwD6D53mSX7VkTb_PjywSrw-tcFQXggl H ErwtSnF_zfSuRQWgGaonlFWg804l tyfl II 22-11-15 1-9-0 6-0-15 12-1-0 17-6-8 21-2-12 28-5-13 0-2-3 35-0-15 1-9-0 6-0-15 6-0-1 5-5-7 3-8-5 1-9-2 5-5-14 1-8-6 4-10-12 3u 44 6x16% _✓X 232� ® 33 19 183417 3x6= 2x4n 1.5x4 n 4x5= 5-8-4 Camber = 7/16 in Scale = 1:70.7 Plate Offsets (X, Y): [3:0-2-9,0-3-0] 6-5-8 35 16 15 3x6= 3x4= 4-3-14 -1 2-3-1 5x6= 5 1.5x4n 6 3x6o 7 1.5x4 n 1.5x4 8 9 31 4�Q 2 : 36 14 13 37 12 38 11 39 3x6= 3x6= 1.5x4n 3x10= 1.5x4 n 4x6= 20-9-15 23-0-15 27-4-13 30-2-3 35-0-15 6-6-14 2-3-1 4-3-14 2-9-6 4-10-12 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.20 12 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.64 12-14 >544 180 BCLL 0.0* Rep Stress Incr YES WB 0.70 Horz(CT) 0.08 10 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 153 lb FT = 20% LUMBER 1) Unbalanced roof live loads have been considered for this TOP CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G design. BOT CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) *Except* B2:2x8 DF SS G Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF II; Exp C; Enclosed; MWFRS (envelope) exterior zone Stud G *Except* W1,W2:2x4 DF No.2 G and C-C Exterior(2E) -1-9-0 to 1-9-2, Interior (1) 1-9-2 to BRACING 17-6-8, Exterior(2R) 17-6-8 to 21-2-13, Interior (1) TOP CHORD Structural wood sheathing directly applied or 21-2-13 to 35-0-15 zone; cantilever left and right 3-0-oc purlinwoods. exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; BOT CHORD Rigid ceiling directly applied or 6-0-0 oc Lumber DOL=1.60 plate grip DOL=1.60 racing. 3) This truss has been designed for a 10.0 psf bottom MiTek recommends that Stabilizers and chord live load nonconcurrent with any other live loads. required cross bracing be installed during 4) * This truss has been designed for a live load of 20.Opsf truss erection, in accordance with Stabilizer on the bottom chord in all areas where a rectangle Installation guide. 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. REACTIONS (lb/size) 2=318/0-5-8, (min. 0-1-8), ), 5) A plate rating reduction of 20 /o has been applied for the 1=318/0-5-5-8, (min. 0-1 green lumber members. 22=1179/0-5-8, (min. 0-1-8) 6) Bearing at joint(s) 22 considers parallel to grain value Max Horiz 22=1=85 (LC 12) using ANSI/TPI 1 angle to grain formula. Building Max Uplift 2=-85 (LC 8), 10=-144 (LC 9), designer should verify capacity of bearing surface. 22=-159 (LC 8) 7) Provide mechanical connection (by others) of truss to Max Grav 2=328 (LC 25), 10=1179 (LC 1), bearing plate capable of withstanding 144 lb uplift at joint 22=1486 (LC 1) 10, 85 lb uplift at joint 2 and 159 lb uplift at joint 22. FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 8) This truss is designed in accordance with the 2018 (lb) or less except when shown. International Building Code section 2306.1 and TOP CHORD 3-4=-864/168, 4-30=-1978/340, referenced standard ANSI/TPI 1. 5-30=-1929/354, 5-6=-2468/438, 9) This truss has been designed for a moving concentrated 6-7=-2469/409, 7-8=-3579/545, load of 6.0Ib dead located at all mid panels and at all 8-9=-3771/567, 9-31=-3797/554, panel points along the Bottom Chord, nonconcurrent with 10-31=-3830/548 any other live loads. BOT CHORD 17-35=-238/1834, 16-35=-238/1834, 10) This truss is designed for a creep factor of 3.01, which is 15-16=-238/1834, 15-36=-202/1839, used to calculate the Vert(CT) deflection perANSI/TPI 1. 14-36=-202/1839, 13-14=-356/2740, LOAD CASE(S) Standard 13-37=-356/2740,12-37=-356/2740, 12-38=-499/3687, 11-38=-499/3687, 11-39=-499/3687, 10-39=-499/3687, 10-40=-189/1296, 10-40=-189/1296, 3-21=-1145/138 WEBS 3-17=-93/1207, 4-17=-1274/210, 5-14=-132/900, 14-20=-732/186, 7-20=-624/149, 7-12=-113/840, 8-12=-455/129 NOTES Job Truss Truss Type Qty Ply P1-PLAN 4 AC03 Common 5 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:15 Page: 1 ID:7GIGZcPOAvLyB1 DG?U 1 NZgywSRr-L000kAgf2xznUbMSYgAhRfziLg j W EJf208daKyfllk 1-11-3 1, 5-10-6 k 11-3-14 k 14-10-5 1-11-3 3-11-4 5-5-7 3-6-8 4x6 = 3F 4 12 1.5x4n 3x6. 11 135 1.5x4 n 3 4x5 2 10 W 1 W m A 1-1 -9 ! 6 14 8 15 7 16 2x6n 4x12= 3x4= 3x6= 1-11-3 8-0-7 14-10-5 1-11-3 6-1-4 6-9-15 Camber = 1/16 in Scale = 1:45.7 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.05 6-7 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.12 6-7 >999 180 BCLL 0.0* Rep Stress Incr NO WB 0.52 Horz(CT) 0.02 6 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 79 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING 6) TOP CHORD Structural wood sheathing directly applied or 7) 5-8-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc racing. 8) MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer 9) Installation guide. REACTIONS (lb/size) 6=597/ Mechanical, (min. 0-1-8), 9=597/ Mechanical, (min. 0-1-8) 1 0) 1) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. A plate rating reduction of 20% has been applied for the green lumber members. Refer to girder(s) for truss to truss connections. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 602 lb uplift at joint 9 and 288 lb uplift at joint 6. This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. This truss has been designed for a total seismic drag load of 2400 lb. Lumber DOL=(1.33) Plate grip DOL= (1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 14-10-5 for 161.5 plf. This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. )AD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 4 AD01 Common Supported Gable 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:16 Page: 1 I D: D1 EAbDLEmkv3N4mZNMvIHAywRrC-p_MAxWhHpr5e6lxe6NiwzsVv740AFpupHStB6myfllj 2- 15 N N 0-3-1� 1 -1-9-0 7-0-0 I, 14-0-0 15-9-0 1-9-0 1 7-0-0 117-0-0 1 1-9-0 5x6 = 2x4 n 2x4 n 2x4 n 4x6 = 31r 2x4 n 6 3x4 = 27 16 28 15 29 14 30 13 31 12 32 3x4 = 1.5x4 n 1.5x4 n 1.5x4 n 3x4 = 1.5x4 n 1.5x4 n a Scale = 1:37.3 Plate Offsets (X, Y): [2:0-1-14,Edge], [10:0-1-14,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.08 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.05 Horz(CT) 0.00 14 n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix-MSH Weight: 60 lb FT = 20% LUMBER 3) Truss designed for wind loads in the plane of the truss TOP CHORD 2x4 DF No.2 G *Except* T2:2x6 DF No.2 G only. For studs exposed to wind (normal to the face), BOT CHORD 2x4 DF No.2 G see Standard Industry Gable End Details as applicable, OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF or consult qualified building designer as perANSI/TPI 1. Stud G 4) Gable requires continuous bottom chord bearing. BRACING 5) Gable studs spaced at 1-4-0 oc. TOP CHORD Structural woodood sheathing directly applied or 6) This truss has been designed for a 10.0 psf bottom 6-0-0 p. chord live load nonconcurrent with any other live loads. * BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 7) This truss has been designed for a live load of 20.Opsf bracin on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom MiTek recommends that Stabilizers and chord and any other members. required cross bracing be installed during 8) A plate rating reduction of 20% has been applied for the truss erection, in accordance with Stabilizer green lumber members. Installation guide. 9) Provide mechanical connection (by others) of truss to REACTIONS All bearings 14-0-0. bearing plate capable of withstanding 100 lb uplift at joint (lb) - Max Horiz 2=36 (LC 8), 17=36 (LC 8) (s) 2, 15, 16, 13, 12, 2, 10. Max Uplift All uplift 100 (lb) or less at joint(s) 10) This truss is designed in accordance with the 2018 2, 10, 12, 13, 15, 16, 17, 21 International Building Code section 2306.1 and Max Grav All reactions 250 (lb) or less at joint referenced standard ANSI/TPI 1. 11) This truss has been designed for a moving concentrated (s) 13, 14, 15 except 2=299 (LC 1), load of 6.01b dead located at all mid panels and at all 10=299 (LC 1), 12=337 (LC 30), panel points along the Bottom Chord, nonconcurrent with 16=337 (LC 29), 17=299 (LC 1), any other live loads. 21=299 (LC 1) 12) This truss has been designed for a total seismic drag FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 load of 1000 lb. Lumber DOL=(1.33) Plate grip DOL= (lb) or less except when shown. (1.33) Connect truss to resist drag loads along bottom TOP CHORD 2-3=-428/398, 3-24=-224/359, chord from 0-0-0 to 14-0-0 for 71.4 plf. 9-25=-224/359, 9-10=-428/398 13) This truss is designed for a creep factor of 3.01, which is BOT CHORD 2-27=-389/430, 16-27=-297/320, used to calculate the Vert(CT) deflection perANSI/TPI 1. 12-32=-297/320, 10-32=-389/430 LOAD CASE(S) Standard WEBS 4-16=-261/164, 8-12=-261/164 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-9-0 to 1-1-4, Exterior(2N) 1-1-4 to 7-0-0, Corner(3R) 7-0-0 to 10-0-0, Exterior(2N) 10-0-0 to 15-9-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Job Truss Truss Type Qty Ply P1-PLAN 4 AD02 Common 4 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:16 Page: 1 ID:kZ8Mp37y0CedCJ05Jaa4ZNywRrU-p_MAxW hH pr5e6lxe6NiwzsV pj4GaFnUpHStB6myfllj -1-9-0 7-0-0 14-0-0 15-9-0 1-9-0 7-0-0 7-0-0 1-9-0 12 3r 4x8 = 13 W 14 2- 15 6 2 15 18 4 N 16 6 17 3x6 = 1.5x4 n 3x6 = 7-0-0 14-0-0 7-0-0 7-0-0 Camber = 3/16 in Scale = 1:37.3 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.09 6-9 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.27 6-9 >629 180 BCLL 0.0* Rep Stress Incr NO WB 0.14 Horz(CT) 0.04 4 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 46 lb FT = 20% LUMBER 5) A plate rating reduction of 20% has been applied for the TOP CHORD 2x4 DF No.2 G green lumber members. BOT CHORD 2x4 DF No.2 G 6) Provide mechanical connection (by others) of truss to WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF bearing plate capable of withstanding 131 lb uplift at joint Stud G 2 and 131 lb uplift at joint 4. BRACING 7) This truss is designed in accordance with the 2018 TOP CHORD Structural wood sheathing directly applied or International Building Code section 2306.1 and 4-2-10 oc purlins. referenced standard ANSI/TPI 1. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 8) This truss has been designed for a moving concentrated racing. load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with MiTek recommends that Stabilizers and any other live loads. required cross bracing be installed during 9) This truss is designed for a creep factor of 3.01, which is truss erection, in accordance with Stabilizer used to calculate the Vert(CT) deflection perANSI/TPI 1. Installation guide. LOAD CASE(S) Standard REACTIONS (lb/size) 2=758/0-5-8, (min. 0-1-8), 1) Dead + Roof Live (balanced): Lumber Increase=1.25, 4=758/0-5-8, (min. 0-1-8) Plate Increase=1.25 Max Horiz 2=37 (LC 8) Uniform Loads (lb/ft) Max Uplift 2=-131 (LC 8), 4=-131 (LC 9) Vert: 1-3=-68, 3-5=-68, 7-15=-14, 15-18=-24, FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 10-18=-14 (lb) or less except when shown. TOP CHORD 2-13=-1478/384, 3-13=-1439/396, 3-14=-1439/396, 4-14=-1478/384 BOT CHORD 2-15=-111/500, 2-15=-111/500, 2-16=-303/1401, 6-16=-303/1401, 6-17=-303/1401, 4-17=-303/1401, 4-18=-112/500,4-18=-112/500 WEBS 3-6=-2/337 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-9-0 to 1-1-4, Interior (1) 1-1-4 to 7-0-0, Exterior(2R) 7-0-0 to 10-0-0, Interior (1) 10-0-0 to 15-9-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. Job Truss Truss Type Qty Ply P1-PLAN 4 AD03 Common Girder 1 2 Job Reference (optional) Builder FirstSource, user Scale = 1:42.8 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:16 Page: 1 I D: M8YQIA4Q2wDXywuoCiYQzUywQj E-p_MAxW h H pr5e6lxe6N iwzs VwE4Lu F nfpH StB6myfl Ij 4-4-15 1, 7-0-0 9-7-1 1, 14-0-0 15-9-0 4-4-15 2-7-1 2-7-1 4-4-15 1-9-0 4x5 = 3 F2 3x4 3x4 _- 2 4 W 2- 15 1 14 21 u� W�� N 0 3 1 15 9 16 17 8 18 197 20 3x6 a 2x4 n 3x10= 2x4 n 3x6a 4-4-15 7-0-0 9-7-1 14-0-0 4-4-15 2-7-1 2-7-1 4-4-15 Plate Offsets (X, Y): [1:0-5-9,0-1-8], [5:0-5-9,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.04 8 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.09 8 >999 180 BCLL 0.0* Rep Stress Incr NO WB 0.13 Horz(CT) 0.02 5 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 127 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x6 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 1=843/0-5-8, (min. 0-1-8), 5=864/0-5-8,(min. 0-1-8) Max Horiz 1=47 (LC 56) Max Uplift 1=-111 (LC 4), 5=-159 (LC 5) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2325/310, 2-3=-17211197, 3-4=-1716/201, 4-5=-2071/250 BOT CHORD 1-14=-301/1694, 1-14=-217/1695, 1-15=-268/2243, 9-15=-268/2243, 9-16=-268/2243, 16-17=-268/2243, 8-17=-268/2243, 8-18=-168/1987, 18-19=-168/1987, 7-19=-168/1987, 7-20=-168/1987, 5-20=-282/1987, 5-21=-253/1300, 5-21=-387/1370 WEBS 2-8=-669/132, 3-8=-59/633, 4-8=-436/84 NOTES 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 111 lb uplift at joint 1 and 159 lb uplift at joint 5. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 11) This truss has been designed for a total seismic drag load of 2400 lb. Lumber DOL=(1.33) Plate grip DOL= (1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 14-0-0 for 171.4 plf. 12) "NAILED" indicates Girder: 3-10d (0.148" x 3") toe -nails per NDS guidelines. 13) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-3=-68, 3-6=-68, 1-5=-14 Concentrated Loads (Ib) Vert: 8=-88, 11=-112, 15=-88, 16=-88, 19=-87 Job Truss Truss Type Qty Ply P1-PLAN 4 AE01 Common Girder 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:17 Page: 1 ID:TQQC7MF4Zq Uw7r29yTuOQrywQgm-I BwY9siwa9DVkvWgg5D9W422NUhQ_ChyW6dkeCyflli 12-11-14 27-11-14 3-7--1-8 � 8-3-15 11-6-2 17-8-5 22-4-10 26-2-14 3-7-2 1-6-6 3-2-7 3-2-4 1-5-11 4-8-7 4-8-5 3-10 4 1-9-0 5x8= 4x8e 3x4- 7 4x12o 3x4, 8x12o 3yrl A4 M o �� 3x6c 3 2x6= 4 W I S - 7 S-� — 3x6o b N "; 2 7 2 a —� - St5W5 6 8 3x10= v ° ��7 1 3 2 _.0 � S 4 S �_- Nf1- �rn om rn� 6 0-4-i� — - 0 0 0 0 0 B2 T2` 4--. 9 0 -_ d 41 4 19 43 1646164714134812 3z10= 20 4x12_ 18 44 17 45 49 11�50 3x4= 6x12= 5x8= 3x4= 5x811 4x5n 4x12= 3x6n Scale = 1:63.9 1®-3-5t: Plate Offsets (X, Y): [1:0-11-6,0-0-11], [1:0-0-4,1-1-6], [4:0-3-8,0-2-0], [7:0-3-0,0-2-12], [9:0-3-9,Edge], [9:0-3-4,Edge], [17:0-4-0,0-3-0], [21:0-6-0,0-1-1], [25:0-4-8,0-3-0], [31:0-1-14,0-0-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.01 19-20 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.05 19-20 >999 180 BCLL 0.0* Rep Stress Incr NO WB 0.27 Horz(CT) 0.01 16 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 157lb FT=20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G *Except* W1,W1 1,W7,W5,W1 0,W9:2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt s : 25 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 15-2-9. except 1= Mechanical, 20=0-5-8 (lb) - Max Horiz 1=-67 (LC 9) Max Uplift All uplift 100 (lb) or less at joint(s) 1, 9, 11, 13, 17, 18, 37 except 14=-265 (LC 24), 20=-168 (LC 4) Max Grav All reactions 250 (Ib) or less at joint (s) 1, 12, 13, 15, 16 except 9=256 (LC 64), 11=356 (LC 64), 14=367 (LC 21), 17=662 (LC 1), 18=440 (LC 25), 20=883 (LC 1), 37=256 (LC 64) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-298/387, 3-4=-440/203, 4-5=-256/522, 5-6=-25/351, 6-7=-443/699, 7-8=-278/348, 8-9=-333/378 BOT CHORD 1-40=-284/275, 1-41=-359/297, 20-42=-456/686, 19-42=-241/471, 19-43=-76/317, 18-43=-105/346, 18-44=-1191360, 17-44=-245/486, 17-45=-337/281, 12-48=-257/162, 12-49=-387/236, 11-49=-491/435, 11-50=-296/193,9-50=-368/324, 9-51=-353/322 WEBS 2-20=-504/131, 6-17=-271/24, 14) "NAILED" indicates Girder: 3-10d (0.148" x 3") toe -nails 4-25=-772/162, 22-25=-714/155, per NDS guidelines. 17-22=-720/160, 20-23=-592/278, 15) This truss is designed for a creep factor of 3.01, which is 21-23=-370/264, 4-21=-212/337, used to calculate the Vert(CT) deflection perANSI/TPI 1. 7-17=-655/409, 8-11 =-325/99, 7-11 =-278/318, LOAD CASE(S) Standard 7-14=-375/294, 19-24=-32/348, 1) Dead + Roof Live (balanced): Lumber Increase=1.25, 21-24=-32/348, 3-23=-93/406 Plate Increase=1.25 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 1, 9, 17, 11, 18, 13, 9 except Qt=lb) 20=167, 14=264. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total seismic drag load of 2500 lb. Lumber DOL=(1.33) Plate grip DOL= (1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 26-2-14 for 95.3 plf. Uniform Loads (lb/ft) Vert: 1-6=-68, 6-10=-68, 34-37=-14 Concentrated Loads (Ib) Vert: 2=-51, 19=-152, 36=-152, 42=-152, 43=-152 Job Truss Truss Type Qty Ply P1-PLAN 4 AE02 Common 2 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:18 Page: 1 ID:XEd9xk4la89kszl2pEBUlywQw8-mNUwMCjYLSLML351 Dok03HaEEtygjYR6lmMHAeyflih 12-11-14 3-7-2 8-3-15 11-6-2 17-8-5 22-4-10 1, 26-2-14 7-11114 3-7-2 4-8-13 3-2-4 1-5-11 4-8-7 4-8-5 3-10-4 1-9-0 4x6= 1.5x4 n 5 P 4x8 - 25 4 26 7x8-- 3 6 1.5x4 n 6 _ 1.5x4 n 9 A o 24 2 7 M a 9 127 35 g 0-4-111 9 0-3-1: 28 29 14 30 13 31 12 32 11 33 10 34 15 3x4= 1.5x4 n 3x6 n 1.5x4 n 3x4= 3x6= 3x10= 1.5x4 n 5x8= 3-7-2 12-11-14 3-5-6 7-8-10 11-6-2 17-11-1 22-4-10 26-2-14 3-5-6 4-1-8 3-9-8 1-5-11 4-11-4 4-5-9 3-10-4 Camber = 5/16 in 0- -12 Scale = 1:53.5 Plate Offsets (X, Y): [1:0-1-5,Edge], [6:0-4-0,0-1-12], [12:0-4-0,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in floc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.14 10-11 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.43 10-11 >633 180 BCLL 0.0* Rep Stress Incr YES WB 0.75 Horz(CT) 0.09 8 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 118 lb FT = 20% LUMBER 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) TOP CHORD 2x4 DF No.2 G Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. BOT CHORD 2x4 DF No.2 G II; Exp C; Enclosed; MWFRS (envelope) exterior zone WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF and C-C Exterior(2E) 0-3-2 to 3-3-2, Interior (1) 3-3-2 to Stud G *Except* W2:2x4 DF No.2 G 13-3-0, Exterior(2R) 13-3-0 to 16-3-0, Interior (1) 16-3-0 BRACING to 28-3-0 zone; cantilever left and right exposed ; end TOP CHORD Structural woodood sheathing directly applied or vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber 3-5-4 p. DOL=1.60 plate grip DOL=1.60 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 3) This truss has been designed for a 10.0 psf bottom bracing, Except: chord live load nonconcurrent with any other live loads. 6-0-0 oc bracing: 1-15. 4) * This truss has been designed for a live load of 20.Opsf WEBS 1 Row at mid t 3-15 on the bottom chord in all areas where a rectangle MiTek recommends that Stabilizers and 3-06-00 tall by 2-00-00 wide will fit between the bottom required cross bracing be installed during chord and any other members. truss erection, in accordance with Stabilizer 5) A plate rating reduction of 20% has been applied for the Installation guide. green lumber members. 6) Refer to girder(s) for truss to truss connections. REACTIONS (lb/size) 1=62/ Mechanical, (min. 0-1-8), Me-5-8, 7) Provide mechanical connection (by others) of truss to 8=62/ 8=1039/0-5-8, -1-8), (min. 0-1-8), bearing plate capable of withstanding 6 lb uplift atjoint 1, (min. 15=1170/0-5-124 lb uplift atjoint 15 and 166 lb uplift atjoint 8. Max Horiz 1=-69 (LC 13) 8) This truss is designed in accordance with the 2018 Max Uplift 1=-6 (LC 12), 8=-166 (LC 9), International Building Code section 2306.1 and 15=-124 (LC 8) referenced standard ANSI/TPI 1. Max Grav 1=102 (LC 25), 8=1039 (LC 1), 9) This truss has been designed for a moving concentrated 15=1170 (LC 1) load of 6.01b dead located at all mid panels and at all FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 panel points along the Bottom Chord, nonconcurrent with (lb) or less except when shown. any other live loads. TOP CHORD 3-25=-1586/253, 4-25=-1550/263, 10) This truss is designed for a creep factor of 3.01, which is 4-5=-1540/276, 5-26=-1550/269, used to calculate the Vert(CT) deflection perANSI/TPI 1. 6-26=-1593/256, 6-7=-2903/427, LOAD CASE(S) Standard 7-8=-2898/392 BOT CHORD 15-29=-149/1460, 14-29=-149/1460, 14-30=-149/1460, 13-30=-149/1460, 13-31 =-149/1460,12-31=-149/1460, 12-32=-277/2293,11-32=-277/2293, 11-33=-275/2297, 10-33=-275/2297, 10-34=-341/2794, 8-34=-341/2794, 8-35=-94/851, 8-35=-94/851 WEBS 2-15=-342/102, 5-12=-51/458, 15-16=-1550/228, 3-16=-1505/248, 6-12=-880/166, 6-1 0=-1 03/563 NOTES 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Qty Ply P1-PLAN 4 AE03 Common Girder 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:18 Page: 1 ID:9_OsOiL1 Dn2ZdJpl3D2ou 1 ywQrx-mNUwmgYLSLML351 DokO3HaDRty2jYR6lmMHAeyfllh 12-11-14 3-7-2 8-3-15 11-6-2 17-8-5 22-4-10 26-2-14 7-11114 3-7-2 4-8-13 3-2-4 1-5-11 4-8-7 4-8-5 3-10-4 1-9-0 4x6= 1.5x4 n 5 31' 48c 4 7x8-- 3 6 1.5x4 n 6 7 1.5x4 n 17 r o 2 7 a A 9 124 328 0-4-1� I 9 25 26 14 27 13 28 12 29 11 30 10 31 15 3x4= 1.5x4 n 3x6 n 1.5x4 n 3x4= 3x6= 3x10= 1.5x4 n 5x8= 3-7-2 12-11-14 3-5-6 7-8-10 11-6-2 17-11-1 22-4-10 26-2-14 3-5-6 4-1-8 3-9-8 1-5-11 4-11-4 4-5-9 3-10-4 Camber = 5/16 in 0- -12 Scale = 1:53.5 Plate Offsets (X, Y): [1:0-1-5,Edge], [6:0-4-0,0-1-12], [12:0-4-0,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in floc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.14 10-11 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.43 10-11 >633 180 BCLL 0.0* Rep Stress Incr NO WB 0.75 Horz(CT) 0.09 8 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 118 lb FT = 20% LUMBER 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) TOP CHORD 2x4 DF No.2 G Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. BOT CHORD 2x4 DF No.2 G II; Exp C; Enclosed; MWFRS (envelope) exterior zone; WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF cantilever left and right exposed ; end vertical left and Stud G *Except* W2:2x4 DF No.2 G right exposed; Lumber DOL=1.60 plate grip DOL=1.60 BRACING 3) This truss has been designed for a 10.0 psf bottom TOP CHORD Structural wood sheathing directly applied or Structural chord live load nonconcurrent with any other live loads. * pwood. 3-5-4 4) This truss has been designed for a live load of 20.Opsf BOT CHORD Rigid ceiling directly applied or 10-0-0 oc on the bottom chord in all areas where a rectangle bracing, Except: bract g, 3-06-00 tall by 2-00-00 wide will fit between the bottom 15. bracing: 1-15. chord and any other members. 5) A plate rating reduction of 20 /o has been applied for the WEBS 1 Row at mid t green lumber members. MiTek recommends that Stabilizers and 6) Refer to girder(s) for truss to truss connections. required cross bracing be installed during 7) Provide mechanical connection (by others) of truss to truss erection, in accordance with Stabilizer bearing plate capable of withstanding 66 lb uplift at joint Installation guide. 1, 166 lb uplift atjoint 8 and 124lb uplift atjoint 15. REACTIONS (lb/size) 1=62/Mechanical, (min. 0-1-8), Me-5-8, 8) This truss is designed in accordance with the 2018 8=62/ 8=1039/0-5-8, -1-8), (min. 0-1-8), International Building Code section 2306.1 and (min. referenced standard ANSI/TPI 1. Max Horiz 15=11(LC 9) 9) This truss has been designed for a moving concentrated =-66 Max Uplift 1 =-66 (LC 23), 8=-166 (LC 5), (L load of 6.01b dead located at all mid panels and at all 1(LC 4) panel points along the Bottom Chord, nonconcurrent with any other live loads. Max Grav 1=125 (LC 22), 8=1039 (LC 1), 10) This truss has been designed for a total seismic drag 15=1170 (LC 1) load of 1000 lb. Lumber DOL=(1.33) Plate grip DOL= FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (1.33) Connect truss to resist drag loads along bottom (lb) or less except when shown. chord from 0-0-0 to 26-2-14 for 38.1 plf. TOP CHORD 1-2=-347/269, 2-3=-255/151, 3-4=-1586/152, 11) This truss is designed for a creep factor of 3.01, which is 4-5=-1540/160, 5-6=-1593/152, used to calculate the Vert(CT) deflection perANSI/TPI 1. 6-7=-2903/331, 7-8=-2898/293 LOAD CASE(S) Standard BOT CHORD 1-25=-262/323, 15-26=-104/1460, 14-26=-104/1460, 14-27=-104/1460, 13-27=-104/1460,13-28=-104/1460, 12-28=-104/1460, 12-29=-160/2293, 11-29=-160/2293, 11-30=-158/2297, 10-30=-158/2297, 10-31=-243/2794, 8-31=-243/2794, 8-32=-61 /851, 8-32=-61 /851 WEBS 2-15=-342/101, 5-12=-18/458, 15-16=-1550/121, 3-16=-1505/139, 6-12=-880/166, 6-10=-103/563 NOTES 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Qty Ply P1-PLAN 4 AE04 Roof Special 4 1 Job Reference (optional) Builder FirstSource, user Camber= 1/8 in Scale = 1:34.3 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:18 Page: 1 ID:bDJISKnBs_wgCHHTfQFh2ZywRTO-mNUwMgYLSLML351 Dok03HaD7t?djhL6lmMHAeyflih 3-7-10 8-3-2 3-7-10 4-7-8 1.5x4 n 23 1 1 Fvd 3x4 = 3x6 0 10-0-2 1-9-0 Plate Offsets (X, Y): [3:0-5-1,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.09 5-8 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.24 5-8 >407 180 BCLL 0.0* Rep Stress Incr YES WB 0.18 Horz(CT) 0.01 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 33 lb FT = 20% LUMBER 6) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 109 lb uplift at joint BOT CHORD 2x4 DF No.2 G 3 and 47 lb uplift at joint 5. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 7) This truss is designed in accordance with the 2018 Stud G International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 8) This truss has been designed for a moving concentrated 6-0-0 oc purlins, except end verticals. load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 10-0-0 oc panel points along the Bottom Chord, nonconcurrent with racing. any other live loads. 9) This truss is designed for a creep factor of 3.01, which is MiTek recommends that Stabilizers and used to calculate the Vert(CT) deflection perANSI/TPI 1. required cross bracing be installed during LOAD CASE(S) Standard truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=464/0-5-8, (min. 0-1-8), 5=320/ Mechanical, (min. 0-1-8) Max Horiz 5=-89 (LC 10) Max Uplift 3=-109 (LC 9), 5=-47 (LC 9) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-583/216, 3-10=-626/204 BOT CHORD 5-11=-150/600, 3-11=-150/600 WEBS 2-5=-625/318 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-13 to 4-4-11, Interior (1) 4-4-11 to 10-0-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. Job Truss Truss Type Qty Ply P1-PLAN 4 AE05 Roof Special Supported Gable 1 1 Job Reference (optional) Builder FirstSource, user Scale = 1:36.5 Run: 8.53 3 May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:18 Page: 1 ID:j_7ela8?oBiaouaEPknjGuywRSw-mNuwmgYLSLML351 Dok03HaFlJt30ji361mMHAeyfIIh 8-3-2 8-3-2 10-0-2 1-9-0 2x4 n 2x4 n 2x4 n 1 2x4n ,23 2x6= 2 3 4 45 0 W ST ST 5 N S 19 6 11U 7 15 10 16 9 17 8 18 1.5x4 n 1.5x4 n 3x4 = 1.5x4 n 1.5x4 n 8-3-2 Plate Offsets (X, Y): [6:0-1-14,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.16 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.07 Horz(CT) 0.00 6 n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix -MP Weight: 37 lb FT = 20% LUMBER TOP CHORD 2x4 DF N0.2 G *Except* T1:2x6 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20 Opsf TOP CHORD Structural wood sheathing directly applied or on the bottom chord in all areas where a rectangle 6-0-0 oc purlins, except end verticals. 3-06-00 tall by 2-00-00 wide will fit between the bottom BOT CHORD Rigid ceiling directly applied or 6-0-0 oc chord and any other members. racing. 7) A plate rating reduction of 20% has been applied for the MiTek recommends that Stabilizers and green lumber members. required cross bracing be installed during 8) Provide mechanical connection (by others) of truss to truss erection, in accordance with Stabilizer bearing plate capable of withstanding 100 lb uplift at joint Installation guide. (s) 11, 10, 9, 8 except Qt=lb) 6=162, 6=162. REACTIONS All bearings 8-3-2. 9) This truss is designed in accordance with the 2018 (Ib) -Max Horiz 11=-85 (LC 10) International Building Code section 2306.1 and Max Uplift All uplift 100 (lb) or less at joint(s) referenced standard 1. 8, 0, 8, 9, 10, 11 except 6=-163 (LC 28), designed 10) This truss has been designed for a moving concentrated 9,1 (LC 28) load of 6.01b dead located at all mid panels and at all Max Grav All reactions 250 (lb) or less at joint panel points along the Bottom Chord, nonconcurrent with any other live loads. (s) 9, 10, 11 except 6=375 (LC 25), 11) This truss has been designed for a total seismic drag 8=328 (LC 1), 12=375 (LC 25) load of 1000 lb. Lumber DOL=(1.33) Plate grip DOL= FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (1.33) Connect truss to resist drag loads along bottom (lb) or less except when shown. chord from 0-0-0 to 8-3-2 for 121.1 plf. TOP CHORD 2-3=-319/296, 3-4=-490/469, 4-5=-762/761, 12) This truss is designed for a creep factor of 3.01, which is 5-6=-875/830 used to calculate the Vert(CT) deflection perANSI/TPI 1. BOT CHORD 9-16=-293/289, 9-17=-386/386, LOAD CASE(S) Standard 8-17=-466/466, 8-18=-657/657, 6-18=-848/848, 6-19=-318/319 WEBS 4-8=-254/221 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-1-13 to 3-1-13, Exterior(2N) 3-1-13 to 10-0-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Job Truss Truss Type Qty Ply P1-PLAN 4 AE06 Monopitch 3 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:19 Page: 1 ID:ZghlOZ8OT6QM?JYBBPQi_VywRdF-EZ2JaYjA6mTDzDfDn W FdbV7JLHK9SAPFzQ6rj5yfllg -1-6-0 7-6-0 1-6-0 7-6-0 1.5x4 n 12 3r T1 N 2 8 15 .I' 0-3-1 3x6 = 1.5x4 n 2-2-7 Camber= 1/4 in Scale = 1:30.9 7-6-0 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.14 4-7 >649 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.39 4-7 >225 180 BCLL 0.0* Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 25 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=414/0-5-8, (min. 0-1-8), 4=291/ Mechanical, (min. 0-1-8) Max Horiz 2=80 (LC 11) Max Uplift 2=-95 (LC 8), 4=47 (LC 12) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior (1) 1-6-0 to 7-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 47 lb uplift at joint 4 and 95 lb uplift at joint 2. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a moving concentrated load of 6.Olb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 4 AE07 Monopitch Structural Gable 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:19 Page: 1 ID:anaTLOxDuzeYLm43Bo?oLlywRVn-EZ2JaYjA6mTDzDfDn W FdbV7lwHJ MSAPFzQ6rj5yfllg 2-2-7 3x6 = 7-2-14 12 3r 1.5x4 n 1.5x4 n 2-2-7 Camber= 1/4 in Scale = 1:26 7-2-14 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.13 3-6 >655 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.36 3-6 >234 180 BCLL 0.0* Rep Stress Incr NO WB 0.00 Horz(CT) 0.02 1 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 23 lb FT = 20% LUMBER 6) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 168 lb uplift at joint BOT CHORD 2x4 DF No.2 G 1 and 48 lb uplift at joint 3. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 7) This truss is designed in accordance with the 2018 Stud G International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 8) This truss has been designed for a moving concentrated 6-0-0 oc purlins, except end verticals. load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 6-0-0 oc panel points along the Bottom Chord, nonconcurrent with racing. any other live loads. 9) This truss has been designed for a total seismic drag MiTek recommends that Stabilizers and load of 1000 lb. Lumber DOL=(1.33) Plate grip DOL= required cross bracing be installed during (1.33) Connect truss to resist drag loads along bottom truss erection, in accordance with Stabilizer chord from 0-0-0 to 7-2-14 for 138.1 plf. Installation guide. 10) This truss is designed for a creep factor of 3.01, which is REACTIONS (lb/size) 1=291/3-10-14, (min. 0-1-8), used to calculate the Vert(CT) deflection perANSI/TPI 1. 3=291/ Mechanical, (min. 0-1-8) LOAD CASE(S) Standard Max Horiz 1=72 (LC 11) Max Uplift 1=-168 (LC 27), 3=-48 (LC 12) Max Grav 1=406 (LC 26), 3=291 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-903/792 BOT CHORD 1-7=-223/386, 1-7=-156/293, 1-8=-777/777, 3-8=-431/431 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-3-2 to 3-3-2, Interior (1) 3-3-2 to 7-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. Job Truss Truss Type Qty Ply P1-PLAN 4 AE08 Monopitch 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:19 Page: 1 I D:xgU3fzp0iOrBc_95zdpwl phywRUe-EZ2JaYjA6mTDzDfDn W FdbV7R8HQiSAU FzQ6rj5yfllg 3-8-2 7-2-14 3-8-2 3-6-12 312 1.5x4n 3x4 c 3 2 w 2-2-7 2-2-7 �� 1 9 0-4-11 ,I' 4 �� 10 11 5 2x6= 1.5x4n 3x4= 3-8-2 3-5-6 7-2-14 3-5-6 3-6-12 0-2-12 Scale = 1:39.9 Plate Offsets (X, Y): [1:0-0-9,0-0-5] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.00 5-8 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 5-8 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 1 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 28 lb FT = 20% LUMBER 6) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 14 lb uplift at joint BOT CHORD 2x4 DF No.2 G 1, 52 lb uplift at joint 5 and 21 lb uplift at joint 4. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 7) This truss is designed in accordance with the 2018 Stud G International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 8) This truss has been designed for a moving concentrated 6-0-0 oc purlins, except end verticals. load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 10-0-0 oc panel points along the Bottom Chord, nonconcurrent with racing. any other live loads. 9) This truss is designed for a creep factor of 3.01, which is MiTek recommends that Stabilizers and used to calculate the Vert(CT) deflection perANSI/TPI 1. required cross bracing be installed during LOAD CASE(S) Standard truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=126/ Mechanical, (min. 0-1-8), 4=114/ Mechanical, (min. 0-1-8), 5=341/0-5-8, (min. 0-1-8) Max Horiz 1=72 (LC 11) Max Uplift 1=-14 (LC 8), 4=-21 (LC 12), 5=-52 (LC 12) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-261/191 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-3-2 to 3-3-2, Interior (1) 3-3-2 to 7-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. Job Truss Truss Type Qty Ply P1-PLAN 4 AF01 Monopitch 4 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:19 Page: 1 I D: WSG WKSFH6mMQtb?zGcluq?ywRq 1-EZ2JaYjA6mTDzDtDn W FdbV7RXHPmSAPFzQ6rj5yfllg -1-9-0 4-8-15 I� 1-9-0 4-8-15 1.5x4 n 312 2x6 = 3 8 T1 1- -3 1-1 -3 2 g PH F1 0-3-15 . 1 4 �� 10 3x4 = Scale = 1:30.2 4-8-15 1.5x4 n Plate Offsets (X, Y): [2:0-2-2,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.02 4-7 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.05 4-7 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 17 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=330/0-5-8, (min. 0-1-8), 4=166/ Mechanical, (min. 0-1-8) Max Horiz 2=54 (LC 11) Max Uplift 2=-95 (LC 8), 4=-25 (LC 12) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-9-0 to 1-1-4, Interior (1) 1-1-4 to 4-7-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 4 and 95 lb uplift at joint 2. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a moving concentrated load of 6.Olb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 4 AF02 Jack -Open Supported Gable 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:19 Page: 1 ID:yHGnnel7MNR3CPKmubzQjeywRmo-EZ2JaYjA6mTDzDfDn W FdbV7PRHPISAPFzQ6rj5yfllg -1-9-0 4-8-15 I� 1-9-0 4-8-15 3x6 n 312 2x6 = 3 10 T1 1- -3 1-1 -3 2 g 0-3-15 1Li 4 1.5x4 n 3x4 = 4-8-15 Scale = 1:30.2 Plate Offsets (X, Y): [2:0-2-2,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.02 7-8 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.05 7-8 >999 180 BCLL 0.0* Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 17 lb FT = 20% LUMBER 5) * This truss has been designed for a live load of 20.Opsf TOP CHORD 2x4 DF No.2 G on the bottom chord in all areas where a rectangle BOT CHORD 2x4 DF No.2 G 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF chord and any other members. Stud G 6) A plate rating reduction of 20% has been applied for the BRACING green lumber members. TOP CHORD Structural wood sheathing directly applied or woodpurlins. 7) Refer to girder(s) for truss to truss connections. 4-8-oc 8) Provide mechanical connection (by others) of truss to BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bearing plate capable of withstanding 100 lb uplift at joint racing. (s) 3 except Qt=1b) 2=155, 2=155. 9) This truss is designed in accordance with the 2018 MiTek recommends that Stabilizers and International Building Code section 2306.1 and required cross bracing be installed during referenced standard ANSI/TPI 1. truss erection, in accordance with Stabilizer 10) This truss has been designed for a moving concentrated Installation guide. load of 6.01b dead located at all mid panels and at all REACTIONS All bearings 4-8-15. except 3= Mechanical panel points along the Bottom Chord, nonconcurrent with (lb) - Max Horiz 2=65 (LC 8), 5=65 (LC 8) Max All 100 less any other live loads. 11) This truss has been designed for a total seismic drag Uplift uplift (lb) or at joint(s) 3 (l load of 1000 lb. Lumber DOL=(1.33) Plate grip DOL= except 2100 (LC 27), 5=-155 (LC (1.33) Connect truss to resist drag loads along bottom 27) chord from 0-0-0 to 4-8-15 for 210.7 plf. Max Grav All reactions 250 (Ib) or less atjoint 12) Gap between inside of top chord bearing and first (s) 3, 4 except 2=403 (LC 26), diagonal or vertical web shall not exceed 0.500in. 5=403 (LC 26) 13) This truss is designed for a creep factor of 3.01, which is FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 used to calculate the Vert(CT) deflection perANSI/TPI 1. (lb) or less except when shown. LOAD CASE(S) Standard TOP CHORD 2-3=-692/678 BOT CHORD 2-9=-347/380, 2-10=-691/691, 2-10=-384/384 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-9-0 to 1-1-4, Exterior(2N) 1-1-4 to 4-7-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 3) Gable studs spaced at 1-4-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply P1-PLAN 4 AF03 Monopitch Supported Gable 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:19 Page: 1 ID:MmrCBQzMgPFHvQsGaRlBaxywRnp-EZ2JaYjA6mTDzDfDnW FdbV7PRH P9SAOFzQ6rj5yfllg -1-9-0 4-8-15 1-9-0 4-8-15 3 �2 3x4 0 3x4 0 2x6 c 3 2x6 = o T 1-11-3 rn o rn <n ch 0-3-15 ,I' 1 _ 0 0 �� 4 1.5x4 n 4x8 n 11 4-8-15 i Scale = 1:33.8 11 Plate Offsets (X, Y): [2:0-3-9,Edge], [2:0-7-4,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.19 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.04 Horz(CT) 0.00 4 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 22 lb FT = 20% LUMBER 6) * This truss has been designed for a live load of 20.Opsf TOP CHORD 2x4 DF No.2 G on the bottom chord in all areas where a rectangle BOT CHORD 2x4 DF No.2 G 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF chord and any other members. Stud G 7) A plate rating reduction of 20% has been applied for the BRACING green lumber members. TOP CHORD Stru Structural wood sheathing directly applied or woodpurlins. 8) Provide mechanical connection (by others) of truss to 4-8-ct oc bearing plate capable of withstanding 122 lb uplift at joint BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 2, 28 lb uplift at joint 4 and 122 lb uplift at joint 2. racing. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and MiTek recommends that Stabilizers and referenced standard ANSI/TPI 1. required cross bracing be installed during 10) This truss has been designed for a moving concentrated truss erection, in accordance with Stabilizer load of 6.01b dead located at all mid panels and at all Installation guide. panel points along the Bottom Chord, nonconcurrent with REACTIONS (lb/size) 2=330/4-8-15, (min. 0-1-8), any other live loads. 11) This truss has been designed for a total seismic drag 4=166/4-8-15, (min. 0-1-8), 5=330/4-8-15, (min. 0-1-8) load of 1000 lb. Lumber DOL=(1.33) Plate grip DOL= Max Horiz 2=65 (LC 8), 5=65 (LC 8) (1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 4-8-15 for 210.7 plf. Max Uplift 2=-122 (LC 27), 4=-28 (LC 12), 12) This truss is designed for a creep factor of 3.01, which is 5=-122 (LC 27) used to calculate the Vert(CT) deflection perANSI/TPI 1. Max Grav 2=370 (LC 26), 4=166 (LC 1), LOAD CASE(S) Standard 5=370 (LC 26) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-665/643 BOT CHORD 2-8=-587/593, 2-8=-388/214, 2-9=-478/478 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-9-0 to 1-3-0, Exterior(2N) 1-3-0 to 4-7-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply P1-PLAN 4 AG01 Monopitch Supported Gable 1 1 Job Reference (optional) Builder FirstSource, user 0 A Scale = 1:69.9 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:20 Page: 1 I D:IiJZ?iegpFGpESN IQSpMtUywQee-ilchntkot3b4bNEPLDmsBig W7hhGBU7OC4rOFXyfl If 1-2-12 0-5-10 7-11-8 6 I 7-5-14 6-3-2 r 0-5-10 0-5-10 0-9-2 2X411 7X8= 3x1011 4x5= 7-11-8 1-2-12 7-6-0 I, 7-4-1 �, 6-1-6 1-2-12 0-1-14 0-5-8 Plate Offsets (X, Y): [1:0-3-1,Edge], [2:0-3-9,0-3-0], [3:0-6-7,0-2-0], [5:0-3-9,0-3-8] Loading (psf) Spacing 2-0-0 CSI DEFL in floc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.39 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.61 Horiz(TL) 0.01 4 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 80 lb FT = 20% LUMBER 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) TOP CHORD 2x4 DF No.2 G Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. BOT CHORD 2x4 DF No.2 G II; Exp C; Enclosed; MWFRS (envelope) exterior zone WEBS 2x6 DF No.2 G *Except* W4,W2:2x4 DF No.2 and C-C Corner (3) zone; cantilever left and right G or 2x4 DF Std G or 2x4 DF Stud G, W3:2x4 exposed ; end vertical left and right exposed;C-C for DF No.2 G members and forces & MWFRS for reactions shown; OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Lumber DOL=1.60 plate grip DOL=1.60 Stud G 3) Truss designed for wind loads in the plane of the truss BRACING only. For studs exposed to wind (normal to the face), TOP CHORD Structural woodood sheathing directly applied or see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4-2-3 p, except end verticals. 4) Provide adequate drainage to prevent water ponding. BOT CHORD Rigid ceiling directly applied or 4-2-2 oc 5) All plates are 1.5x4 MT20 unless otherwise indicated. bracing. 6) Gable requires continuous bottom chord bearing. WEBS 1 Row at mid t 2-5 7) Gable studs spaced at 1-4-0 oc. MiTek recommends that Stabilizers and 8) This truss has been designed for a 10.0 psf bottom required cross bracing be installed during chord live load nonconcurrent with any other live loads. truss erection, in accordance with Stabilizer 9) * This truss has been designed for a live load of 20.Opsf Installation guide. on the bottom chord in all areas where a rectangle REACTIONS N All bearings 7-6-0. bearings7-6-0. 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. (I -Max (LC 9) 10) A plate rating reduction of 20 /o has been applied for the Max Uplift All uplift 100 (lb) or less at joint(s) 4 green lumber members. except 5=-1419 (LC 28), 9=-1219 11) Provide mechanical connection (by others) of truss to (LC 27), 10=-264 (LC 25) bearing plate capable of withstanding 100 lb uplift at joint Max Grav All reactions 250 (lb) or less at joint (s) 4 except at=lb) 10=264, 9=1219, 5=1419. (s) 4, 6, 7, 8, 10 except 5=1625 (LC 12) This truss is designed in accordance with the 2018 25), 9=1571 (LC 26) International Building Code section 2306.1 and FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 referenced standard ANSI/TPI 1. (lb) or less except when shown. 13) This truss has been designed for a moving concentrated TOP CHORD 1-2=-269/243, 2-3=-2094/2065, load of 6.01b dead located at all mid panels and at all 1-10=-239/268, 5-12=-227/265, panel points along the Bottom Chord, nonconcurrent with 3-12=-220/258 any other live loads. BOT CHORD 10-22=-457/526, 9-22=-457/526, 14) This truss has been designed for a total seismic drag 9-23=-573/571, 8-23=-808/806, load of 2400 lb. Lumber DOL=(1.33) Plate grip DOL= 8-24=-851/849, 7-24=-1235/1233, (1.33) Connect truss to resist drag loads along bottom 7-25=-1278/1276, 6-25=-1662/1660, chord from 0-0-0 to 7-6-0 for 320.0 plf. 6-26=-1971/1968, 5-26=-2304/2302 15) This truss is designed for a creep factor of 3.01, which is WEBS 2-9=-1552/1230, 2-5=-2776/2809 used to calculate the Vert(CT) deflection perANSI/TPI 1. NOTES LOAD CASE(S) Standard 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Qty Ply P1-PLAN 4 AG02 Monopitch 3 1 Job Reference (optional) Builder FirstSource, user \ O ao V � M 4 \ N O O N CNI N 4' Scale = 1:63.1 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:20 Page: 1 I D: HwYVJKyrH9xliSDro1 fb65ywR3L-ilchntkot3b4bN EPLDmsBigZnhklBWiOC4rOFXyfl If 1-2-12 0-5-10 7-11-8 7-5-14� 6-3-2 0-5-10 0-5-10 0-9-2 4x8 = 6X8= i' 8 LX411 SXtl= 2X611 1-2-12 7-11-8 7-5-14 6-3-2 1-2-12 0-5-10 Plate Offsets (X, Y): [2:0-3-9,0-3-0], [3:0-4-12,0-1-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.04 4-5 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.09 4-5 >843 180 BCLL 0.0* Rep Stress Incr YES WB 0.51 Horz(CT) -0.01 10 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 61 lb FT = 20% LUMBER 5) * This truss has been designed for a live load of 20.Opsf TOP CHORD 2x4 DF No.2 G on the bottom chord in all areas where a rectangle BOT CHORD 2x4 DF No.2 G 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF chord and any other members. Stud G *Except* W1,W5:2x6 DF No.2 G 6) A plate rating reduction of 20% has been applied for the BRACING green lumber members. TOP CHORD Structural woodood sheathing directly applied or 7) Refer to girder(s) for truss to truss connections. 6-0-0 pexcept end verticals. 8) Bearing atjoint(s) 10 considers parallel to grain value , BOT CHORD Rigid ceiling directly applied or 6-0-0 oc using 1 angle to grain formula. Building bracin designeerr should hod verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to MiTek recommends that Stabilizers and bearing plate capable of withstanding 100 lb uplift at joint required cross bracing be installed during (s) 4, 10 except Qt=lb) 6=211, 5=161. truss erection, in accordance with Stabilizer 10) This truss is designed in accordance with the 2018 Installation guide. International Building Code section 2306.1 and REACTIONS All bearings 0-5-8. except 4= Mechanical referenced standard ANSI/TPI 1. (lb) - Max Horiz 6=-236 (LC 10) 11) This truss has been designed for a moving concentrated Max Uplift All uplift 100 (lb) or less at joint(s) load of 6.01b dead located at all mid panels and at all 4, 10 except 5=-162 (LC 8), 6=-211 Panel points along the Bottom Chord, nonconcurrent with (LC 1) any other live loads. 1 reactions 250 (Ib) or less at joint Max Grav A1 re less 12) Graphical purlin representation does not depict the size (s10 except 5=583 1) or the orientation of the purlin along the top and/or bottom chord. FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 13) This truss is designed for a creep factor of 3.01, which is (lb) or less except when shown. used to calculate the Vert(CT) deflection perANSI/TPI 1. TOP CHORD 1-2=-261/175 LOAD CASE(S) Standard BOT CHORD 6-11=-442/453, 5-11=-442/453, 5-12=-442/453, 4-12=-442/453 WEBS 2-5=-467/693, 2-4=-565/453 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply P1-PLAN 4 AG03 Monopitch Structural Gable 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:20 Page: 1 I D: FSZt80EgcZgn5OF 1?_GT1 xywEdf-ilchntkot3b4bN EPLDmsBigZnhlKBTkOC4rOFXyfl If 0-5-10 7-11-8 6-2-3 7-5-14 5-8-9 1-3-11 0-5-10 0-5-10 2x6 = 13 17 12 2x6u 6x8= 64-0 7-11-8 64-0 1-7-8 Scale = 1:55.6 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.13 Vert(CT) 0.00 2-5 >999 180 BCLL 0.0* Rep Stress Incr NO WB 0.70 Horz(CT) 0.01 4 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 79 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x6 DF No.2 G *Except* W3,W2:2x4 DF No.2 G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 5-6. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 7-6-0. (lb) - Max Horiz 11=245 (LC 9) Max Uplift All uplift 100 (lb) or less at joint(s) except 4=-442 (LC 26), 5=-292 (LC 27), 6=-558 (LC 28), 11=480 (LC 27) Max Grav All reactions 250 (lb) or less at joint (s) 7, 8, 9, 10 except 4=441 (LC 27), 5=528 (LC 26), 6=586 (LC 25), 11=601 (LC 26) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-786/775, 2-3=-255/206, 1-11=-599/491 BOT CHORD 10-11=-505/410, 10-21 =-505/41 0, 9-21=-505/410, 9-22=-505/410, 8-22=-505/451,8-23=-505/534, 7-23=-597/628, 7-24=-688/719, 6-24=-760/792, 2-5=-579/374 WEBS 2-4=-517/475, 1-6=-944/916 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 479 lb uplift at joint 11, 441 lb uplift at joint 4, 291 lb uplift at joint 5 and 558 lb uplift at joint 6. 12) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) This truss has been designed for a moving concentrated load of 6.0Ib dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 14) This truss has been designed for a total seismic drag load of 1000 lb. Lumber DOL=(1.33) Plate grip DOL= (1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 7-6-0 for 133.3 plf. 15) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 4 AH01 Monopitch 5 1 Job Reference (optional) Builder FirstSource, user Camber = 1/16 in Scale = 1:58.5 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:20 Page: 1 I D:hogUBNKPSUwi09EYW WXZLpywQry-ilchntkot3b4bN EPLDmsBigWzhiZBQwOC4rOFXyfl If 0-5-10 15-0-8 5-5-12 7-3-8 14-6-14 5-0-2 1-9-12 7-3-6 + 0-5-10 0-5-10 13 0.25F 2 8x12= 3x10= 12 5x6= 1.5x4n 6x8= 1.5x4 n 1.5x4 n 3x4= 7-3-8 15-0-8 i, 5-5-12 10-6 14-6-14 5-5-12 1 4-1 7-3-6 0-5-2 0-5-10 Plate Offsets (X, Y): [3:0-6-0,0-3-4] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.06 5-6 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.16 5-6 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.88 Horz(CT) 0.03 5 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 92 lb FT = 20% LUMBER 6) A plate rating reduction of 20% has been applied for the TOP CHORD 2x4 DF No.2 G green lumber members. BOT CHORD 2x4 DF No.2 G 7) Refer to girder(s) for truss to truss connections. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 8) Provide mechanical connection (by others) of truss to Stud G *Except* W9,W1:2x6 DF No.2 G bearing plate capable of withstanding 47 lb uplift at joint BRACING 5 and 126 lb uplift at joint 9. TOP CHORD Structural wood sheathing directly applied or 9) This truss is designed in accordance with the 2018 6-0-0 oc purlins, except end verticals. International Building Code section 2306.1 and BOT CHORD Rigid ceiling directly applied or 7-7-7 oc referenced standard ANSI/TPI 1. bracing. 10) This truss has been designed for a moving concentrated WEBS 1 Row at mid t 3-9 load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with MiTek recommends that Stabilizers and any other live loads. required cross bracing be installed during 11) This truss is designed for a creep factor of 3.01, which is truss erection, in accordance with Stabilizer used to calculate the Vert(CT) deflection perANSI/TPI 1. Installation guide. LOAD CASE(S) Standard REACTIONS (lb/size) 5=608/ Mechanical, (min. 0-1-8), 9=581/0-5-8, (min. 0-1-8) Max Horiz 9=223 (LC 11) Max Uplift 5=-47 (LC 8), 9=-126 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 9-15=-674/835, 8-15=-674/835, 8-16=-674/835, 7-16=-674/835, 6-7=-648/810, 6-17=-646/809, 5-17=-646/809 WEBS 3-5=-836/662, 9-10=-838/705, 3-10=-841/712 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. Job Truss Truss Type Qty Ply P1-PLAN 4 AH02 Monopitch Structural Gable 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:21 Page: 1 ID:NhPAhpFs9lXiNdoKovCBbDywDz1-AyA3?DIQeNjxCWpcvxH5gwClx56Lw1 UYRkbynzyflle 0-5-10 15-0-8 1, 1, 5-2-4 9-11-7 14-6-14 4-8-10 4-9-4 4-7-7 0-5-10 0-5-10 2x6 = 16 12 17 0.25r o o� .0N 3) 10 3x10= o a 2 3 1 o M S S ST 1 cb C S 4 S 7 531 g v N N 3 ST NN S1 M M SH H H5 35 10 36 9378387 39 6 40 0-11 15 3214 33 13 34 12 3x6= 2x4 n 3x4= 4x8 n 15-0-8 5-4-0 9-11-7 14-7-0, 5-4-0 4-7-7 4-7-9 0-5-8 Scale = 1:53.3 Plate Offsets (X, Y): [29:0-1-14,0-0-121 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 10-11 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.08 Vert(CT) 0.00 10-11 >999 180 BCLL 0.0* Rep Stress Incr NO WB 0.22 Horz(CT) -0.01 5 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 104 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G *Except* W1,W7:2x6 DF No.2 G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 14-7-0. (Ib) - Max Horiz 15=208 (LC 9) Max Uplift All uplift 100 (lb) or less at joint(s) 5, 7, 8, 9, 14 except 11=-104 (LC 8), 12=-184 (LC 28), 15=-175 (LC 27) Max Grav All reactions 250 (Ib) or less at joint (s) 5, 6, 7, 9, 10, 12, 13, 14 except 8=339 (LC 1), 11=381 (LC 1), 15=284 (LC 26) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-344/342, 2-3=-321/323, 3-4=-345/319, 1-15=-261/309 BOT CHORD 15-32=-376/329, 14-32=-376/329, 14-33=-376/329, 13-33=-376/329, 13-34=-376/329, 12-34=-376/329, 11-35=-303/329, 10-35=-225/252, 5-40=-299/344 WEBS 1-12=-404/399, 2-11=-347/295, 3-11=-377/348, 3-5=-355/353, 3-8=-322/273 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANS1/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 5, 8, 14, 9, 7 except Qt=lb) 15=175, 11=104, 12=184. 12) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 14) This truss has been designed for a total seismic drag load of 1000 lb. Lumber DOL=(1.33) Plate grip DOL= (1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 14-7-0 for 68.6 plf. 15) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 4 BA01 Common Supported Gable 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:21 Page: 1 ID:BH U hMrBOzm2hBzp4HUApEBywUik-AyA3?DIQeNjxCWpcvxH5gwg7527w3pYRkbynzyflle 14-3-12 -1-3-0 13-7-8 28-5-15 12-11-3 27-2-15 1-3-0 12-11-3 12-11-3 1-3- 0-8-5 0-8-5 0 4xgn 2x 2x4n 2x4n 2x4n x4ii 2x4n 312 2x4n 2x4n 10 _ 2x4,. 2x4n 3x6= 3x4= 3x6= 14-3-12 12-11-3 27-2-15 12-11-3 14-9 12-11-3 Scale = 1:64.6 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.35 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.07 Horz(CT) 0.02 25 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 137 lb FT = 20% LUMBER BOT CHORD 2-45=-612/688, 2-45=-479/555, TOP CHORD 2x4 DF N0.2 G *Except* T2:2x6 DF No.2 G 2-46=-1870/1907, 34-46=-1258/1566, BOT CHORD 2x4 DF No.2 G 34-47=-1190/1226, 33-47=-1090/1126, WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 33-48=-990/1006, 32-48=-889/926, Stud G 31-32=-809/845, 31-49=-789/825, OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 30-49=-689/645, 30-50=-588/625, Stud G 29-50=-488/444, 29-51=-388/424, 28-51=-275/314, 25-55=-275/314, BRACING 24-55=-388/424, 24-56=-488/444, TOP CHORD Structural wood sheathing directly applied or 23-56=-588/625, 23-57=-689/645, 4-7-1 oc purlins. 22-57=-789/825, 22-58=-889/926, BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 21-58=-990/1006, 21-59=-1090/1126, bracing, Except: 20-59=-1190/1226, 20-60=-1258/1566, 4-6-1 oc bracing: 2-34,18-20 18-60=-1870/1907, 18-61=-479/555, 5-8-8 oc bracing: 33-34,20-21. 18-61=-612/688 MiTek recommends that Stabilizers and WEBS 4-34=-424/114, 16-20=-424/113 required cross bracing be installed during NOTES truss erection, in accordance with Stabilizer 1) Unbalanced roof live loads have been considered for this Installation guide. design. 2) Wind: ASCE 7-16• Vult=110m h (3-second ust) REACTIONS All bearings 27-2-15. (lb) - Max Horiz 2=-59 (LC 13), 37=-59 (LC 13) p g Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. Max Uplift All uplift 100 (lb) or less at joint(s) (l ) o II; Exp C; Enclosed; MWFRS (envelope) exterior zone 20, 22i 23, 28, 29, 3Q 31, 0, and C-C Corner(3E) -1-3-0 to 1-9-0, Exterior(2N) 1-9-0 34 except 2=-425 (LC 29, 31, 6 to 13-7-8, Corner(3R) 13-7-8 to 16-7-8, Exterior(2N) (LC 230 8), 21=-155 (LC 30), 33=-155 16-7-8 to 28-5-15 zone; cantilever left and right (LC 28)9), 37=-426 (LC ), 40=-426 exposed ; end vertical left and right exposed;C-C for (LC 2 members and forces & MWFRS for reactions shown; do reactions Max Grav All reactions 250 (lb) or less at joint lb) r l t joint 3) Lumber DOL=1.60 plate grip DOL=1.60 Truss designed for wind loads in the plane of the truss (sl 23, 24, 27, (s) 1, 2, 3, 6, 2 For only. For studs exposed to wind (normal to the face), 0, 31,3 except 2 (LC see Industry Gable End Details as applicable, 26), (LC 25), 2=6560 (LC or consult qualified building designer as perANSI/TPI 1. 30), 34=560 (LC 25), 37=643 (LC 30), 4) All plates are 1.5x4 MT20 unless otherwise indicated. 40=643 (LC 29) 5) Gable requires continuous bottom chord bearing. FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 6) Gable studs spaced at 1-4-0 oc. (lb) or less except when shown. 7) This truss has been designed for a 10.0 psf bottom TOP CHORD 2-3=-1896/1851, 3-4=-1736/1710, chord live load nonconcurrent with any other live loads. 4-5=-1278/1202, 5-6=-1051/999, 8) * This truss has been designed for a live load of 20.Opsf 6-7=-855/800, 7-43=-648/604, on the bottom chord in all areas where a rectangle 8-43=-454/453, 8-9=-440/398, 3-06-00 tall by 2-00-00 wide will fit between the bottom 11-12=-440/398, 12-44=-454/453, chord and any other members. 13-44=-648/604, 13-14=-855/800, 9) A plate rating reduction of 20% has been applied for the 14-15=-1051/999, 15-16=-1278/1202, green lumber members. 16-17=-1736/1710, 17-18=-1896/1851 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 28, 29, 30, 31, 34, 25, 24, 23, 22, 20 except Qt=lb) 2=425, 18=425, 33=155, 21=155, 2=425, 18=425. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total seismic drag load of 4100 lb. Lumber DOL=(1.33) Plate grip DOL= (1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 27-2-15 for 150.5 plf. 14) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 4 BA02 Common 12 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:22 Page: 1 ID:M_YhfEhYRnNuGRGsJ D2uzxywUr7-eBjRCZm2PhsoggOoSeoKD7lrCV FXfSrhfOKV KQyfl Id 28-5-15 1 1-3-0 1, 7-4-6 13-7-8 19-10-10 27-2-15 1, 1, 1-3-0 7-4-6 6-3-2 6-3-2 7-4-6 1-3-0'l 48= 312 4 M O c6 V M 3x10= 4x8= 3x6= 3x6= 9-5-6 17-9-9 27-2-15 9-5-6 84-2 9-5-6 Camber = 9/16 in Scale = 1:54.2 3x10= Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.22 9-13 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.78 9-13 >421 180 BCLL 0.0* Rep Stress Incr YES WB 0.34 Horz(CT) 0.16 6 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 102 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING 5) TOP CHORD Structural wood sheathing directly applied or 2-7-11 oc purlins. 6) BOT CHORD Rigid ceiling directly applied or 9-4-3 oc racing. MiTek recommends that Stabilizers and 7) required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 8) REACTIONS (lb/size) 2=1202/0-5-8, (min. 0-1-8), 6=1202/0-5-8, (min. 0-1-8) Max Horiz 2=-60 (LC 13) 9) Max Uplift 2=-159 (LC 8), 6=-159 (LC 9) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 L (lb) or less except when shown. TOP CHORD 2-17=-3460/500, 3-17=-3432/522, 3-18=-3008/430, 4-18=-2949/442, 4-19=-2949/442, 5-19=-3008/430, 5-20=-3432/522, 6-20=-3460/500 BOT CHORD 2-21=-140/1140, 2-21=-140/1140, 2-22=-442/3329, 10-22=-442/3329, 9-10=-442/3329, 9-23=-260/2227, 8-23=-260/2227, 8-24=-450/3329, 6-24=-450/3329, 6-25=-143/1140, 6-25=-143/1140 WEBS 4-8=-87/842, 5-8=-620/194, 4-9=-87/842, 3-9=-620/194 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-3-0 to 1-9-0, Interior (1) 1-9-0 to 13-7-8, Exterior(2R) 13-7-8 to 16-7-8, Interior (1) 16-7-8 to 28-5-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. A plate rating reduction of 20% has been applied for the green lumber members. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 159 lb uplift at joint 2 and 159 lb uplift at joint 6. This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. )AD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 4 BA03 Common Supported Gable 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:22 Page: 1 ID:8HUhMrBOzm2hBzp4H UApEBywUik-e8jRCZm2PhsoggOoSeoKD7lutV N MfW3hfOKV KWI Id �11-3-0 1, 13-7-8 � 27-2-15 8 5 1 1-3-0 13-7-8 13-7-8 1-3-0'l 0 5x(7 n 2x4 2x4 u n 31r 2x4u 2x4 2x4u 2x4u 2x4n _ 10 .. T�2 V 3x6= 3x4= 3x6= 13-7-8 13-7-8 Scale = 1:54.2 27-2-15 13-7-8 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.35 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.07 Horz(CT) 0.02 25 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 133 lb FT = 20% LUMBER BOT CHORD TOP CHORD 2x4 DF N0.2 G *Except* T2:2x6 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD BOT CHORD REACTIONS (lb) - FORCES TOP CHORD 2-42=-612/688, 2-42=-479/555, 2-43=-1870/1907, 33-43=-1258/1566, 33-44=-1190/1226, 32-44=-1090/1126, 32-45=-990/1006, 31-45=-889/926, 30-31=-809/845, 30-46=-789/825, 29-46=-689/645, 29-47=-588/625, 28-47=-488/524, 28-48=-388/424, 27-48=-284/322, 25-51=-284/322, 24-51=-388/424 24-52=-488/524 Structural wood sheathing directly applied or 23-52=-588/625, 23-53=-689/645, 4-7-1 oc purlins. 22-53=-789/825, 22-54=-889/926, Rigid ceiling directly applied or 6-0-0 oc 21-54=-990/1006, 21-55=-1090/1126, bracing, Except: 20-55=-1190/1226, 20-56=-1258/1566, 4-6-1 oc bracing: 2-33,18-20 18-56=-1870/1907, 18-57=-479/555, 5-8-8 oc bracing: 32-33,20-21. 18-57=-612/688 MiTek recommends that Stabilizers and WEBS 4-33=-424/114, 16-20=-424/113 required cross bracing be installed during NOTES truss erection, in accordance with Stabilizer 1) Unbalanced roof live loads have been considered for this Installation guide. design. All bearings 27-2-15. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Max Horiz 2=-59 (LC 13), 34=-59 (LC 13) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. Max Uplift All uplift 100 (lb) or less at joint(s) (l ) o II; Exp C; Enclosed; MWFRS (envelope) exterior zone 20, 22i 23, 24, 28, 29, 3Q 33 and C-C Corner(3E) -1-3-0 to 1-9-0, Exterior(2N) 1-9-0 except 23, (LC 27), 18=-426 ), 1 -426 to 13-7-8, Corner(3R) 13-7-8 to 16-7-8, Exterior(2N) (LC 28), 21=-155 (LC 5 30), 16-7-8 to 28-5-15 zone; cantilever left and right (LC 28), 34=-426 (LC 37=-426 exposed ; end vertical left and right exposed;C-C for (LC 29) members and forces & MWFRS for reactions shown; do reactions Max Grav All reactions 250 (lb) or less at joint lb) r l t joint 3) Lumber DOL=1.60 plate grip DOL=1.60 Truss designed for wind loads in the plane of the truss (sl 23, 24, 27, (s) 1, 2, 5643 only. For studs exposed to wind (normal to the face), 29, 30, except 2 (LC 26), see Standard Industry Gable End Details as applicable, 18=643 (LC 2520=560 (LC 3030), or consult qualified building designer as perANSI/TPI 1. 33=(LC 25)), 34=643 (LC ), 4) All plates are 1.5x4 MT20 unless otherwise indicated. 37=643 (LC 29), 5) Gable requires continuous bottom chord bearing. (lb) - Max. Comp./Max. Ten. -All forces 250 6) Gable studs spaced at 1-4-0 oc. (lb) or less except when shown. 7) This truss has been designed for a 10.0 psf bottom 2-3=-1896/1851, 3-4=-1736/1710, chord live load nonconcurrent with any other live loads. 4-5=-1278/1202, 5-6=-1051/999, 8) * This truss has been designed for a live load of 20.Opsf 6-7=-855/800, 7-40=-648/604, on the bottom chord in all areas where a rectangle 8-40=-454/453, 8-9=-440/398, 3-06-00 tall by 2-00-00 wide will fit between the bottom 11-12=-440/398, 12-41=-454/453, chord and any other members. 13-41=-648/604, 13-14=-855/800, 9) A plate rating reduction of 20% has been applied for the 14-15=-1051/999, 15-16=-1278/1202, green lumber members. 16-17=-1736/1710, 17-18=-1896/1851 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 27, 28, 29, 30, 33, 24, 23, 22, 20 except Qt=lb) 2=425, 18=425, 32=155, 21=155, 2=425, 18=425. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total seismic drag load of 4100 lb. Lumber DOL=(1.33) Plate grip DOL= (1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 27-2-15 for 150.5 plf. 14) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 4 BB01 Common Structural Gable 2 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:22 Page: 1 ID:QbBNN9SXJr5JLOkOrV3M7KywSzM-e8jRCZm2PhsoggOoSeoKD7lsdV GofNOhfOKV KQyfl Id \ N \ M �y�fO rOp�PT M �O Or N VIM 6760 O �4 T 0-3-M a o \ Camber = 5/16 in Scale = 1:87.6 16-10-2 16-2-2 15-3-0 21-3-0 12-3-9 14-11-7 16-4-11 19-2-11 214-13 1-3-0 9-6-10 12-9-13 15-14 18-3-019-6-7 21-6-9 37-9-C L L 2-5-13 L 5-3-4 L 94-13 IL L L Ill LL L L LL W 27-1-3 L 31-2-12 , 34-0-3 6-6-0 L L 1 2�'��'11 r�Tn 11r' 1 11 PP 5�� L 32 9 7 2� 11 1-3-0 0-1-12 0-6-4 0-1-12 1-4-140-3-12 0-1-13 1-3-0 2-9-0 2-1-100-11-2 0-11-11 0-1-12 0-1-12 1-8-9 0-2-9 0-5-6 3x6= 1.5x4n 1.5x4n 1.5x4n 1.5x4 n 5x10= 3x6= 3x10= 2x6= 5x6= 5x6n 5x8= 3x10= 4x6= 3x4= 1.5x4n 3x10= 9-6-13 L 5-3-4 L 9-4-13 LL 15-1-4 L 21-4-13 L 27-1-3 L 31-2-12 L 36-6-0 L ��'P_ g_3_g�1 0-2-0 Plate Offsets (X, Y): [6:0-5-12,0-3-0], [10:0-3-0,Edge], [11:0-7-4,0-0-4], [26:0-4-4,0-2-13] Loading (psf) Spacing 2-3-12 CSI DEFL in floc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.15 20-21 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.48 20-21 >679 180 BCLL 0.0* Rep Stress Incr NO WB 0.69 Horz(CT) 0.09 18 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 241lb FT=20% LUMBER TOP CHORD 2x6 DF N0.2 G *Except* T1:2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G *Except* W4:2x4 DF No.2 G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD 2-0-0 oc purlins (3-0-9 max.) (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 10, 13,11,9,6 REACTIONS All bearings 9-8-9. except 18=0-5-8 (lb) - Max Horiz 2=89 (LC 12), 45=89 (LC 12) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 28, 45 except 18=-195 (LC 9), 26=-204 (LC 9), 27=-787 (LC 30) Max Grav All reactions 250 (lb) or less at joint (s) 2, 27, 45 except 18=1200 (LC 1), 26=2663 (LC 1), 28=396 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-263/748, 3-4=-67/690, 4-5=-263/2135, 5-52=-638/495, 7-10=-327/139, 10-1 2=-809/183,12-53=-844/156, 14-53=-870/149, 14-15=-1810/322, 15-16=-2795/419, 16-17=-3475/486, 17-18=-3520/477, 13-14=-927/188, 11 -1 3=-1 007/200, 8-9=-1056/200, 6-8=-1087/205, 6-26=-1266/223, 9-11=-999/199 BOT CHORD 2-55=-762/253, 28-55=-586/119, 27-28=-586/119, 27-56=-586/119, 26-56=-586/119, 25-26=-818/157, 24-25=-794/120, 24-57=-148/1441, 23-57=-148/1441, 22-23=-317/2691, 21-22=-317/2691,21-58=-424/3395, 20-58=-424/3395, 20-59=-424/3395, 18-59=-424/3395, 18-60=-134/1114, 18-60=-134/1114 WEBS 8-24=-320/121, 7-8=-366/136, 5-26=-1823/290, 15-21=0/362, 15-23=-1047/182, 5-6=-267/2294, 6-24=-245/2089, 4-27=-137/595, 4-26=-1505/242, 16-21=-745/139, 9-24=-581/96, 9-10=-655/93, 10-11=-68/587, 11-23=-67/533 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-3-0 to 2-4-13, Interior (1) 2-4-13 to 18-3-0, Exterior(2R) 18-3-0 to 21-10-13, Interior (1) 21-10-13 to 37-9-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 2, 28, 2 except (jt=lb) 18=194, 26=203, 27=787. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total seismic drag load of 2400 lb. Lumber DOL=(1.33) Plate grip DOL= (1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 36-6-0 for 65.8 plf. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 4 BB02 Common 20 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:23 Page: 1 I D:rbp1 zXT?U7TS?B3CtEuN?jywUUA-6KHpPvnhA_eSgz_OLKZI L14iubSOsbru242ssyfllc -1-3-0 37-9-0 113 558-4 183'--3 27-163 I, 31-2-12 3660 1-3- 55-34 4-1---0�21415-3-4 13� 1 6-0-0 12 3x6= 3 3x4 c 7 3x4-- 4x8276 828 3x6-- 3x6 c 4x8-- d 3x4c 4 5 0 9 10 3x4-- `� 3 11 cV 2 30 26 29 3g 12 03 1 31 21 32 19 18 33 34 35 17 16 15 36 14 37 4x8= 2x4u 20 6x8= 6x12= 4x5= 4x5= 6x12= 6x8= 4x5= 2x4n 4x8= 4x5= 9-5-13 5-3-4 L 9-4-13 L 12-0-0 5-1-4 21-4-13 4-60 1, 7-1-3 1, 31-2-12 6-6-0 -3-- 53� 5-3-4 0-1-0 Camber = 11 /16 Scale = 1:70 Plate Offsets (X, Y): [2:0-5-4,0-0-10], [7:0-3-0,Edge], [12:0-5-4,0-0-10], [17:0-4-0,0-3-0], [18:0-4-0,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in floc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.30 15-17 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -1.00 15-17 >324 180 BCLL 0.0* Rep Stress Incr NO WB 0.50 Horz(CT) 0.09 12 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 196 lb FT = 20% LUMBER WEBS 5-20=-1401/172, 9-15=-23/478, 8-17=0/289, TOP CHORD 2x4 DF 2400F 2.0E G 6-8=-1528/156, 5-18=-114/1807, BOT CHORD 2x6 DF 1800F 1.6E G or 2x6 DF SS G 9-17=-1526/252, 3-21=0/254, 3-20=-904/127, *Except* B3:2x4 DF No.2 G 11-15=-311/73 WEBS 2x4 DF 2400F 2.0E G *Except* W6:2x4 DF NOTES No.2 G or 2x4 DF Std G or 2x4 DF Stud G 1) Unbalanced roof live loads have been considered for this BRACING design. TOP CHORD Structural wood sheathing directly applied or 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) 4-2-3 oc purlins. Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc II; Exp C; Enclosed; MWFRS (envelope) exterior zone bracing, Except: and C-C Exterior(2E) A-3-0 to 2-4-13, Interior (1) 2-4-13 6-0-0 oc bracing: 18-20. to 18-3-0, Exterior(2R) 18-3-0 to 21-10-13, Interior (1) WEBS 1 Row at mid t 6-8 21-10-13 to 37-9-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for MiTek recommends that Stabilizers and members and forces & MWFRS for reactions shown; required cross bracing be installed during Lumber DOL=1.60 plate grip DOL=1.60 truss erection, in accordance with Stabilizer 3) 80.01b AC unit load placed on the bottom chord, 18-3-0 Installation guide. from left end, supported at two points, 3-0-0 apart. REACTIONS (lb/size) 2=584/0-5-8, (min. 0-1-8), 4) This truss has been designed for a 10.0 psf bottom 12=1250/0-5-8, (min. 0-1-8), chord live load nonconcurrent with any other live loads. 20=1250/0-5-8, (min. 0-1-8), 94/(LC -5- 5) * This truss has been designed for a live load of 20.Opsf Max Horiz 20=1 on the bottom chord in all areas where a rectangle =-77 Max Uplift 2=-77 (LC 8), 12=-176 (LC 9), (L 3-06-00 tall by 2-00-00 wide will fit between the bottom 2(LC 8) chord and any other members. 6) A plate rating reduction of 20 /o has been applied for the FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 green lumber members. (lb) or less except when shown. 7) Provide mechanical connection (by others) of truss to TOP CHORD 2-26=-1102/173, 3-26=-1083/186, bearing plate capable of withstanding 77 lb uplift at joint 3-4=-461/190, 4-5=-440/211, 2, 134 lb uplift atjoint 20 and 176 lb uplift atjoint 12. 5-27=-1958/228, 6-27=-1864/230, 8) This truss is designed in accordance with the 2018 6-7=-394/109, 7-8=-354/105, International Building Code section 2306.1 and 8-28=-1895/224, 9-28=-1981/221, referenced standard ANSI/TPI1. 9-10=-3324/380, 10-11=-3379/369, 9) This truss has been designed for a moving concentrated 11-29=-3671/401, 12-29=-3695/390 load of 6.01b dead located at all mid panels and at all BOT CHORD 2-30=-45/744, 2-30=-45/744, 2-31=-111/1051, panel points along the Bottom Chord, nonconcurrent with 21-31=-111/1051,21-32=-111/1051, any other live loads. 20-32=-111/1051, 19-20=-167/433, 10) This truss is designed for a creep factor of 3.01, which is 18-19=-167/433, 18-33=-87/1863, used to calculate the Vert(CT) deflection perANSI/TPI 1. 33-34=-87/1863, 34-35=-87/1863, LOAD CASE(S) Standard 17-35=-87/1863, 16-17=-289/3264, 15-16=-289/3264, 15-36=-343/3562, 1) Dead +Roof Live (balanced): Lumber Increase=1.25, 14-36=-343/3562, 14-37=-343/3562, Plate Increase=1.25 12-37=-343/3562, 12-38=-212/2275, Uniform Loads (lb/ft) 12-38=-212/2275 Vert: 1-7=-68, 7-13=-68, 2-20=-24, 12-20=-14 Concentrated Loads (lb) Vert: 33=-40, 35=-40 Job Truss Truss Type Qty Ply P1-PLAN 4 BB03 Common 6 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:24 Page: 1 ID:rbp1 zXT?U7TS?B3CtEuN?jywUUA-aXrCdFnJwl6V4_YBa3rolYgB1 Izj7C6_7ipc0lyfllb -1-3-0 37-9-0 5-3-4 1 9-4-13 15-1-4 18-3-0 21-4-13 27-1-3 31-2-12 36-6-0 1-3- 5-34 4-1-9 5-8-7 3-1-12 3-1-13 5-8-6 4-1-9 5-3-4 1-3- 5x6= iP 1.5x4n 7 1.5x4n 3 296 830 4x8 _ 3x6o 5 m 3x4 e N 4 v 3 28 232 1 0-332 - 33 21 34 19 18 35 36 37 17 20 3x10= 1.5x4n 3x3x6= 4x12= 4x12= Camber = 3/8 in Scale = 1:68 4x8-- 9 3x6-- 'Ip 3x4m 11 31 4= 13 16 15 38 14 39 CED 3x6= 3x6= 1.5x4n 3x10= 9-5-13 5-34 9-4-13 �. 15-1-4 21-4-13 27-1-3 31-2-12 36-6-0 5-3 4 4-1-9 5-7-7 6-3-9 5-8-6 4-1-9 0-1-0 Plate Offsets (X, Y): [17:0-3-11,0-2-0], [18:0-4-12,0-2-0] Loading (psf) Spacing 2-0-0 CSI DEFL in floc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.15 14-15 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.50 14-15 >653 180 BCLL 0.0* Rep Stress Incr NO WB 0.93 Horz(CT) 0.07 12 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 166lb FT=20% LUMBER WEBS 6-18=-335/125, 8-17=-345/126, TOP CHORD 2x4 DF No.2 G 5-20=-1759/199, 9-15=-2/305, BOT CHORD 2x4 DF No.2 G 9-17=-989/195, 5-18=-151/2279, WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 3-20=-840/131, 11-15=-621/110, Stud G 7-18=-564/82, 7-17=-113/1050 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-8-13 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=139/0-5-8, (min. 0-1-8), 12=1092/0-5-8, (min. 0-1-8), 20=2101/0-5-8, (min. 0-2-4) Max Horiz 2=79 (LC 12) Max Uplift 2=-375 (LC 27), 12=-300 (LC 28), 20=-105 (LC 8) Max Grav 2=465 (LC 26), 12=1199 (LC 25), 20=2101 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-28=-1217/1747, 3-28=-1028/1336, 3-4=-534/1738, 4-5=-102/1481, 5-29=-1230/548, 6-29=-680/95, 6-7=-760/138, 7-8=-1673/229, 8-30=-1589/185, 9-30=-2293/841, 9-10=-2937/619, 10-11=-3227/1087, 11-31=-3726/880, 12-31=-3995/1299 BOT CHORD 2-32=-561/482, 2-32=-449/370, 2-33=-1707/1175, 21-33=-1279/965, 21-34=-1226/703, 20-34=-835/234, 19-20=-1401/186, 18-19=-1401/186, 18-35=0/994, 35-36=0/994, 36-37=0/994, 17-37=-307/1170, 16-17=-204/2500, 15-16=-543/2657, 15-38=-530/3130, 14-38=-790/3339,14-39=-842/3586, 12-39=-1315/3863, 12-40=-340/1211, 12-40=-452/1322 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-3-0 to 2-4-13, Interior (1) 2-4-13 to 18-3-0, Exterior(2R) 18-3-0 to 21-10-13, Interior (1) 21-10-13 to 37-9-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 80.01b AC unit load placed on the bottom chord, 18-3-0 from left end, supported at two points, 3-0-0 apart. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 375 lb uplift at joint 2, 300 lb uplift at joint 12 and 105 lb uplift at joint 20. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 10) This truss has been designed for a total seismic drag load of 4600 lb. Lumber DOL=(1.33) Plate grip DOL= (1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 36-6-0 for 126.0 plf. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-7=-68, 7-13=-68, 22-32=-14, 20-32=-24, 20-25=-14 Concentrated Loads (lb) Vert: 35=-40, 37=-40 Job Truss Truss Type Qty Ply P1-PLAN 4 BB04 Roof Special 2 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:24 Page: 1 ID:hdj3mvKSP01 VoayMHgir48ywTM2-aXrCdFnJwl6V4_YBa3rolYgCz12k7Qe_7ipcOlyfllb 0-1-8 w 6-6-0 7-9-0 71 6-4-8 1-3-0 0-1-8 1.5x4 n 8 -1 1 3 o W1 19 9 10 2-:1-9 I; 1- -6 12 2 4 3 0-3-15 .I' 11 � 1.5x4 n 3x4 Camber = 3/16 in 6-6-0 Scale = 1:31.3 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.08 4-7 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.22 4-7 >343 180 BCLL 0.0* Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 22 lb FT = 20% LUMBER 6) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 38 lb uplift at joint BOT CHORD 2x4 DF No.2 G 4 and 145 lb uplift at joint 2. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 7) This truss is designed in accordance with the 2018 Stud G International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 8) This truss has been designed for a moving concentrated 6-0-0 oc purlins, except end verticals. load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 6-0-0 oc panel points along the Bottom Chord, nonconcurrent with racing. any other live loads. 9) This truss has been designed for a total seismic drag MiTek recommends that Stabilizers and load of 1000 lb. Lumber DOL=(1.33) Plate grip DOL= required cross bracing be installed during (1.33) Connect truss to resist drag loads along bottom truss erection, in accordance with Stabilizer chord from 0-0-0 to 6-6-0 for 153.8 plf. Installation guide. 10) This truss is designed for a creep factor of 3.01, which is REACTIONS (lb/size) 2=354/0-5-8, (min. 0-1-8), 4=252/ used to calculate the Vert(CT) deflection perANSI/TPI 1. Mechanical, (min. 0-1-8) LOAD CASE(S) Standard Max Horiz 2=-69 (LC 10) Max Uplift 2=-145 (LC 28), 4=-38 (LC 9) Max Grav 2=420 (LC 25), 4=252 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-434/463, 9-10=-683/667, 2-10=-762/742 BOT CHORD 4-11=-404/404, 2-11=-727/727, 2-12=-149/275, 2-12=-285/411 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-13 to 4-4-11, Interior (1) 4-4-11 to 7-9-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. Job Truss Truss Type Qty Ply P1-PLAN 4 BB05 Roof Special 4 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:24 Page: 1 ID:hdj3mvKSP01 VoayMHgir48ywTM2-aXrCdFnJwl6V4_YBa3rolYgD212C7Qe_7ipcOlyfllb 0-1-8 6-4-8 1-3-0 0-1-8 1.5x4 n 1 8 123 M O W 19 19 r::9 10 1-11-7 2-2-9 11� r 1- -6 12 2 4 3 0-3-15.I' 11 1.5x4 n 3x4 e 6-6-0 Camber = 3/16 in Scale = 1:33.1 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.08 4-7 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.22 4-7 >343 180 BCLL 0.0* Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 22 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=354/0-5-8, (min. 0-1-8), 4=252/ Mechanical, (min. 0-1-8) Max Horiz 2=-69 (LC 10) Max Uplift 2=-80 (LC 9), 4=-38 (LC 9) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-13 to 4-4-11, Interior (1) 4-4-11 to 7-9-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 lb uplift at joint 4 and 80 lb uplift at joint 2. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 4 BC01 Common Supported Gable 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:25 Page: 1 I D: HYxcbbPaspghctOv81RaOnywSvY-3jPagboxhcEMh87N8mM1 rmNPRiPksso8MMZ9wkyfl la 16-10-3 18-2-12 17-6-8 0 4x8= 13 16-10-3 3x6= 1.5x4 n 1.5x4 n 1.5x4 n 1.5x4 n 1.5x4 n 1.5x4 n 1.5x4 n 1.5x4 a 1.5x4 a 1.5x4 n 1.5x4n 1.5x4n 3x6= 1.5x4n 1.5x4n 1.5x4n 1.5x4n 1.5x411 1.5x411 1.5x4 n 5x6= 18-2-12 16-10-3 35-0-15 16-10-3 1-4-9 16-10-3 Scale = 1:70 !3 Plate Offsets (X, Y): [13:0-4-0,Edge], [29:0-3-0,0-0-9], [40:0-1-12,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.37 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.07 Horz(CT) -0.02 36 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 195lb FT=20% LUMBER TOP CHORD 2x6 DF N0.2 G *Except* T1:2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 4-9-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 4-8-9 oc bracing: 2-45 5-6-11 oc bracing: 44-45 5-11-15 oc bracing: 25-26 5-6-15 oc bracing: 24-25 4-10-14 oc bracing: 23-24. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 35-0-15. (lb) - Max Horiz 2=78 (LC 16), 50=78 (LC 16) Max Uplift All uplift 100 (lb) or less at joint(s) 24, 26, 27, 28, 30, 31, 32, 36, 37, 38, 39, 41, 42, 43, 45 except 2=-376 (LC 27), 23=-373 (LC 28), 25=-119 (LC 25), 44=-171 (LC 2), 50=-376 (LC 27) Max Grav All reactions 250 (lb) or less at joint (s) 25, 26, 27, 28, 30, 31, 32, 33, 34, 35, 36, 37, 38, 39, 41, 42, 43, 44 except 2=584 (LC 26), 23=524 (LC 25), 24=546 (LC 2), 45=596 (LC 2), 50=584 (LC 26) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1728/1717, 3-4=-1619/1618, 4-5=-1308/1266, 5-6=-1150/1130, 6-7=-1008/995, 7-8=-863/852, 8-9=-718/707, 9-10=-573/562, 10-53=-428/417, 11-53=-290/350, 11-12=-281/273, 14-15=-309/301, 15-54=-317/380, 16-54=-455/445, 16-17=-601/589, 17-18=-746/734, 18-19=-891/879, 19-20=-1035/1024, 20-21 =-1 163/1169, 21-22=-1354/1314,22-23=-1720/1675 BOT CHORD 2-55=-541/606, 2-55=-448/512, 2-56=-1719/1723,45-56=-1298/1489, 45-57=-1251/1255, 44-57=-1181/1184, 44-58=-1110/1100, 43-58=-1040/1044, 43-59=-970/973, 42-59=-899/847, 42-60=-829/833, 41-60=-759/763, 41-61=-688/692, 40-61 =-616/62 1, 39-40=-562/566, 39-62=-548/552, 38-62=-477/481, 38-63=-407/411, 37-63=-281/284, 37-64=-267/270, 32-68=-293/297, 32-69=-307/311, 31-69=-434/438, 31-70=-504/508, 30-70=-574/578, 29-30=-588/592, 29-71=-644/647, 28-71=-715/719, 28-72=-785/789, 27-72=-856/859, 27-73=-870/874,26-73=-996/1000, 26-74=-1067/1070, 25-74=-1123/1141, 25-75=-1207/1211,24-75=-1278/1281, 24-76=-1474/1321,23-76=-1631/1635, 23-77=-892/1080,23-77=-1065/1251 WEBS 4-45=-416/112, 22-24=-411/103 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-3-0 to 2-3-2, Exterior(2N) 2-3-2 to 17-6-8, Corner(3R) 17-6-8 to 21-0-9, Exterior(2N) 21-0-9 to 35-0-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.Opsf. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 36, 37, 38, 39, 41, 42, 43, 45, 32, 31, 30, 28, 27, 26, 24 except Qt=lb) 23=372, 2=376, 44=171, 25=119, 2=376. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total seismic drag load of 3700 lb. Lumber DOL=(1.33) Plate grip DOL= (1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 35-0-15 for 105.5 plf. 14) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 4 BCO2 Common 4 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:26 Page: 1 I D: UAyJHwD6D53mSX7VkTb_PjywSrw-Xvzy2xpZSvMDJ IiZhUtGNzwbo6gHbDpHa0liTByfliZ 22-11-15 �1-3-0� 6-7-2 12-1-0 17-6-8 21-2-12 28-5-13 �30-2-3 � 35-0-15 1-3-0 6-7-2 5-5-14 5-5-7 3-8-5 1-9-2 5-5-14 1-8-6 4-10-12 5x6= 3x10a 5 1.5x4n j� 3x6c 24 6 3P 4 7 1.5x4n 1.5x40 1.5x4 * o v 3 8 9 25 23 2 26 3310 o3i 1 27 17 28 16 15 29 14 13 30 12 31 11 32 191 4x12= 4x5= 5x8= 4x5= 4x5= 4x5= 2x4n 4x12= 1.5x4 n 5x8= 77-8-2 14-3-1 20-9-15 27-4-13 W-2-3 35-0-15 7-5-2 6-6-14 6-6-14 6-6-14 2-9-6 4-10-12 Camber = 11 /16 Scale = 1:63.1 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.32 14-15 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.97 14-15 >427 180 BCLL 0.0* Rep Stress Incr YES WB 0.47 Horz(CT) 0.19 10 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 175 lb FT = 20% LUMBER 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) TOP CHORD 2x4 DF 2400F 2.0E G Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. BOT CHORD 2x6 DF 1800F 1.6E G or 2x6 DF SS G 11; Exp C; Enclosed; MWFRS (envelope) exterior zone *Except* B2:2x6 DF No.2 G and C-C Exterior(2E) -1-3-0 to 2-3-2, Interior (1) 2-3-2 to WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 17-6-8, Exterior(2R) 17-6-8 to 21-2-13, Interior (1) Stud G 21-2-13 to 34-10-3 zone; cantilever left and right BRACING exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; TOP CHORD Structural wood sheathing directly applied or Lumber DOL=1.60 plate grip DOL=1.60 3-2-4 oc purlins. 3) This truss has been designed for a 10.0 psf bottom BOT CHORD Rigid ceiling directly applied or 8-6-4 oc chord live load nonconcurrent with any other live loads. racing. 4) * This truss has been designed for a live load of 20.Opsf MiTek recommends that Stabilizers and on the bottom chord in all areas where a rectangle required cross bracing be installed during 3-06-00 tall by 2-00-00 wide will fit between the bottom truss erection, in accordance with Stabilizer chord and any other members. Installation guide. 5) A plate rating reduction of 20% has been applied for the green lumber members. REACTIONS (lb/size) 2=1557/0-5-8, (min. 0-1-11), 6) Provide mechanical connection (by others) of truss to 10=1640/0-5-8, (min. 0-1-12) bearing plate capable of withstanding 269 lb uplift at joint Max Horiz 2=82 (LC 12) 10 and 219 lb uplift atjoint 2. Max Uplift 2=-219 (LC 8), 10=-269 (LC 9) 7) This truss is designed in accordance with the 2018 FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 International Building Code section 2306.1 and (lb) or less except when shown. referenced standard ANSI/TPI 1. TOP CHORD 2-23=-4892/731, 3-23=-4892/750, 8) This truss has been designed for a moving concentrated 3-4=-4675/730, 4-24=-3648/624, load of 6.01b dead located at all mid panels and at all 5-24=-3598/638, 5-6=-3713/682, panel points along the Bottom Chord, nonconcurrent with 6-7=-3712/653, 7-8=-5157/997, any other live loads. 8-9=-5393/1047, 9-25=-5438/1055, 9) "NAILED" indicates Girder: 3-10d (0.148" x 3") toe -nails 10-25=-5474/1051 per NDS guidelines. BOT CHORD 2-26=-412/2969, 2-26=-412/2969, 10) Hanger(s) or other connection device(s) shall be 2-27=-686/4719, 17-27=-686/4719, provided sufficient to support concentrated load(s) 141 lb 17-28=-575/3901, 16-28=-575/3901, down and 84 lb up at 29-10-11 on top chord. The 15-16=-575/3901, 15-29=-414/2978, design/selection of such connection device(s) is the 14-29=-414/2978, 13-14=-629/4013, responsibility of others. 13-30=-629/4013, 12-30=-629/4013, 11) This truss is designed for a creep factor of 3.01, which is 12-31=-980/5276, 11-31=-980/5276, used to calculate the Vert(CT) deflection perANSI/TPI 1. 11-32=-980/5276, 10-32=-980/5276, LOAD CASE(S) Standard 10-33=-674/3469, 10-33=-674/3469 1) Dead + Roof Live (balanced): Lumber Increase=1.25, WEBS 3-17=-374/126, 4-17=-92/732, Plate Increase=1.25 4-15=-704/179,5-15=-115/850, Uniform Loads (Ib/ft) 5-14=-186/1002, 14-18=-836/248, Vert: 1-5=-68, 5-10=-68, 2-10=-14 7-18=-721/204, 7-12=-303/1155, Concentrated Loads (Ib) NOTES 8-12=-534/194 Vert: 9=-101, 11=-157 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Qty Ply P1-PLAN 4 BC03 Monopitch 5 1 Job Reference (optional) Builder FirstSource, user N A A A N A A \ a a N N Camber = 5/8 in Scale = 1:47 4-11-5 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:26 Page: 1 ID:7GIGZcPOAvLyB1 DG?U1 NZgywSRr-Xvzy2xpZSvMDJIiZhUtGNzwXL6d9bAgHaOliTByfliZ 5-2-1 11 12 1C 5x6 = 3x4 = 7-1-8 13-11-7 7-1-8 6-9-15 4-8-1 MT20HS 3x10 = 3x4= 5-3-13 411 1- -0 6 4x6= 21-0-15 1, 7-1-8 Plate Offsets (X, Y): [1:0-3-1,Edge], [3:0-2-12,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.40 7-9 >627 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.97 7-9 >256 180 MT20HS 165/146 BCLL 0.0* Rep Stress Incr YES WB 0.66 Horz(CT) 0.15 6 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 97 lb FT = 20% LUMBER 6) * This truss has been designed for a live load of 20.Opsf TOP CHORD 2x4 DF No.2 G on the bottom chord in all areas where a rectangle BOT CHORD 2x4 DF No.2 G 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF chord and any other members. Stud G *Except* W1:2x6 DF No.2 G 7) A plate rating reduction of 20% has been applied for the BRACING green lumber members. TOP CHORD Structural Structural wood sheathing directly applied or 8) Refer to girder(s) for truss to truss connections. 2-ruc pwood, except end verticals. 9) Provide mechanical connection (by others) of truss to BOT CHORD Rigid ceiling directly applied or 4-0-7 oc bearing plate capable of withstanding 157 lb uplift at joint bracing. 6 and 177 lb uplift at joint 10. WEBS 1 Row at mid t 2-10, 4-6 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and MiTek recommends that Stabilizers and referenced standard ANSI/TPI 1. required cross bracing be installed during 11) This truss has been designed for a moving concentrated truss erection, in accordance with Stabilizer load of 6.011b dead located at all mid panels and at all Installation guide. panel points along the Bottom Chord, nonconcurrent with REACTIONS (lb/size) 6=868/ Mechanical, (min. 0-1-8), any other live Toads. 12) Hanger(s) or other connection device(s) shall be 10= 881/0-5-8, (min. 0-1-8) provided sufficient to support concentrated load(s) 63 lb Max Horiz 10=881 (LC 9) down and 63 lb up at 8-0-12 on bottom chord. The Max Uplift 6=-157 (LC 12), 10=-177 (LC 8) design/selection of such connection device(s) is the FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 responsibility of others. (lb) or less except when shown. 13) This truss is designed for a creep factor of 3.01, which is TOP CHORD 1-2=-371/396, 2-3=-3683/1994, used to calculate the Vert(CT) deflection perANSI/TPI 1. 3-4=-3270/1634 LOAD CASE(S) Standard BOT CHORD 10-12=-1991/3339, 9-12=-1991/3339, 1) Dead + Roof Live (balanced): Lumber Increase=1.25, 9-13=-2167/3951, 13-14=-2167/3951, Plate Increase=1.25 8-14=-2167/3951,7-8=-2167/3951, Uniform Loads (lb/ft) 7-15=-1459/2723, 6-15=-1459/2723 Vert: 1-5=-68, 6-10=-14 WEBS 2-9=-143/501, 2-10=-3171/1832, Concentrated Loads (Ib) 3-9=-284/306, 3-7=-740/539, 4-7=-254/672, Vert:13=-52 4-6=-2684/1442 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) The Fabrication Tolerance at joint 8 = 8% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply P1-PLAN 4 BD01 Common Supported Gable 2 1 Job Reference (optional) Builder FirstSource, user 2- -7 2-0-15 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:26 Page: 1 ID:131 EAbDLEmkv3N4mZNMvIHAywRrC-Xvzy2xpZSvMDJIiZhUtGNzwfs6pLbKDHaOliTByfliZ 1-3-0 7-0-0 14-0-0 15-3-0 1-3-0 7-0-0 7-0-0 1-3-0 5x6 = 2x4 n 2x4 n 2x4 n 31r 2x4 u 6 27 16 28 15 29 14 30 13 31 12 32 3x4 = 1.5x4 n 1.5x4 n 1.5x4 n 3x4 = 1.5x4 n 1.5x4 n f 14-0-0 Scale = 1:37.9 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.09 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.06 Horz(CT) 0.00 14 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 58 lb FT = 20% LUMBER 4) Gable requires continuous bottom chord bearing. TOP CHORD 2x4 DF No.2 G *Except* T2:2x6 DF No.2 G 5) Gable studs spaced at 1-4-0 oc. BOT CHORD 2x4 DF No.2 G 6) This truss has been designed for a 10.0 psf bottom OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF chord live load nonconcurrent with any other live loads. Stud G 7) * This truss has been designed for a live load of 20.Opsf BRACING on the bottom chord in all areas where a rectangle TOP CHORD Structural wood sheathing directly applied or 3-06-00 tall by 2-00-00 wide will fit between the bottom 6-0-0 oc purlins. chord and any other members. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 8) A plate rating reduction of 20 /o has been applied for the bracin green lumber members. 9) Provide mechanical connection (by others) of truss to MiTek recommends that Stabilizers and bearing plate capable of withstanding 100 lb uplift at joint required cross bracing be installed during (s) 2, 10, 15, 16, 13, 12, 2, 10. truss erection, in accordance with Stabilizer 10) This truss is designed in accordance with the 2018 Installation guide. International Building Code section 2306.1 and REACTIONS All bearings 14-0-0. referenced standard ANSI/TPI 1. (lb) - Max Horiz 2=32 (LC 12), 17=32 (LC 12) 11) This truss has been designed for a moving concentrated Max Uplift All uplift 100 (lb) or less at joint(s) load of 6.01b dead located at all mid panels and at all 2, 10, 12, 13, 15, 16, 17, 21 panel points along the Bottom Chord, nonconcurrent with Max Grav All reactions 250 (lb) or less at joint re cti (lb or s any other live loads. 12) This truss has been designed for total drag (sl 13, 14, except (s) 2, 1 177 1 e ce a seismic load of 1000 lb. Lumber DOL=(1.33) Plate grip DOL= (LC 30), 15, 12=3(1.33) Connect truss to resist drag loads along bottom FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 chord from 0-0-0 to 14-0-0 for 71.4 plf. (lb) or less except when shown. 13) This truss is designed for a creep factor of 3.01, which is TOP CHORD 2-3=-427/398, 3-24=-224/358, used to calculate the Vert(CT) deflection perANSI/TPI 1. 9-25=-224/358, 9-10=-427/398 LOAD CASE(S) Standard BOT CHORD 2-27=-395/413, 16-27=-297/228, 12-32=-297/228, 10-32=-395/413 WEBS 4-16=-286/180, 8-12=-286/180 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-3-0 to 1-9-0, Exterior(2N) 1-9-0 to 7-0-0, Corner(3R) 7-0-0 to 10-0-0, Exterior(2N) 10-0-0 to 15-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. Job Truss Truss Type Qty Ply P1-PLAN 4 BD02 Common 8 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:26 Page: 1 ID:kZ8Mp37y0CedCJ05Jaa4ZNywRrU-Xvzy2xpZSvMDJ IiZhUtGNzwXu6gHblyHaOliTByfliZ -1-3-0 7-0-0 14-0-0 15-3-0 1-3-0 7-0-0 7-0-0 1-3-0 12 3F- 4x8 = 14 � W 15 2_ -7 2- 15 13 16 2 17 � �4 20 4 031� 1 - 18 6 19 1.5x4 n 3x6 = L 7-0-0 L 14-0-0 7-0-0 7-0-0 Camber = 3/16 in Scale = 1:37.9 3x6 = Plate Offsets (X, Y): [2:0-3-0,0-1-11], [4:0-3-0,0-1 -11 ] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.09 6-9 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.28 6-9 >594 180 BCLL 0.0* Rep Stress Incr NO WB 0.14 Horz(CT) 0.04 4 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 45 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING 6) TOP CHORD Structural wood sheathing directly applied or 4-1-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 7) racing. MiTek recommends that Stabilizers and required cross bracing be installed during 8) truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=724/0-5-8, (min. 0-1-8), 9) 4=724/0-5-8, (min. 0-1-8) Max Horiz 2=33 (LC 12) Max Uplift 2=-113 (LC 8), 4=-113 (LC 9) L FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 1) (lb) or less except when shown. TOP CHORD 2-13=-1517/402, 13-14=-1484/410, 3-14=-1479/423, 3-15=-1479/423, 15-16=-1484/410, 4-16=-1517/402 BOT CHORD 2-17=-138/575, 2-17=-138/575, 2-18=-334/1440, 6-18=-334/1440, 6-19=-334/1440, 4-19=-334/1440, 4-20=-139/575, 4-20=-139/575 WEBS 3-6=-10/341 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-3-0 to 1-9-0, Interior (1) 1-9-0 to 7-0-0, Exterior(2R) 7-0-0 to 10-0-0, Interior (1) 10-0-0 to 15-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. A plate rating reduction of 20% has been applied for the green lumber members. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 113 lb uplift at joint 2 and 113 lb uplift at joint 4. This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. )AD CASE(S) Standard Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-3=-68, 3-5=-68, 7-17=-14, 17-20=-24, 10-20=-14 Job Truss Truss Type Qty Ply P1-PLAN 4 BD03 Common Girder 2 2 Job Reference (optional) Builder FirstSource, user Camber = 3/16 in Scale = 1:42.8 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:27 Page: 1 I D: kZ8Mp37y0Ced CJ05Jaa4ZNywRrU-?6XKF Hq B D D U4xRH I F BOVwBSkc WztKhJQpf2G?dyfl IY 4-4-15 7-0-0 9-7-1 14-0-0 15-3-0 4-4-15 2-7-1 2-7-1 4-4-15 1-3-0 4x5 = 3 r2 3x4 c 3x4 0 2 4 T1 W 2- -7 2- 15 1 14 - -_ -W 21 5 0_g_1 _111 15 9 16 17 8 18 197 20 3x10= 2x4n 3x10= 2x4n 3x10= 4-4-15 7-0-0 9-7-1 14-0-0 4-4-15 2-7-1 2-7-1 4-4-15 Plate Offsets (X, Y): [1:1-2-8,Edge], [5:1-2-8,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.09 8-9 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.25 8-9 >642 180 BCLL 0.0* Rep Stress Incr NO WB 0.39 Horz(CT) 0.05 5 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 125 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x6 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=2332/0-5-8, (min. 0-1-8), 5=1460/0-5-8, (min. 0-1-8) Max Horiz 1=-41 (LC 5) Max Uplift 1=-287 (LC 4), 5=-216 (LC 5) Max Grav 1=2334 (LC 2), 5=1460 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6456/783, 2-3=-4411/514, 3-4=-4409/517, 4-5=-4588/524 BOT CHORD 1-14=-590/4852, 1-14=-590/4852, 1-15=-746/6264, 9-15=-746/6264, 9-16=-746/6264, 16-17=-746/6264, 8-17=-746/6264, 8-18=-461/4430, 18-19=-461/4430, 7-19=-461/4430, 7-20=-461/4430, 5-20=-461/4430, 5-21=-300/2937, 5-21=-300/2937 WEBS 2-9=-118/1124, 2-8=-2197/313, 3-8=-208/1921, 4-8=-267/144 NOTES 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 287 lb uplift at joint 1 and 216 lb uplift at joint 5. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 11) This truss has been designed for a total seismic drag load of 2400 lb. Lumber DOL=(1.33) Plate grip DOL= (1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 14-0-0 for 171.4 plf. 12) Use Simpson Strong -Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 2-2-0 oc max. starting at 2-0-12 from the left end to 7-2-5 to connect truss(es) BHO5 (1 ply 2x4 DF) to front face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14) "NAILED" indicates Girder: 3-10d (0.148" x 3") toe -nails per NDS guidelines. 15) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-3=-68, 3-6=-68, 1-5=-14 Concentrated Loads (lb) Vert: 8=-623, 11=-623, 15=-623, 16=-623, 19=-88 Job Truss Truss Type Qty Ply P1-PLAN 4 BF01 Monopitch 8 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:27 Page: 1 ID: WSG WKSFH6mMQtb?zGcluq?ywRq 1-?6XKFHq BDDU4xRHIFBOVwBSnC W81 KnOQpf2G?dyfllY -1-3-0 1-3-0 4-8-15 4-8-15 1.5x4 n 312 3 8 T1 9 1- -3 10 3x4 = 1.5x4 n Scale = 1:28.4 4-8-15 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.02 4-7 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.06 4-7 >968 180 BCLL 0.0* Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 16 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=285/0-5-8, (min. 0-1-8), 4=177/ Mechanical, (min. 0-1-8) Max Horiz 2=52 (LC 11) Max Uplift 2=-72 (LC 8), 4=-28 (LC 12) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-3-0 to 1-9-0, Interior (1) 1-9-0 to 4-7-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 4 and 72 lb uplift at joint 2. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 4 BF02 Jack -Open Supported Gable 2 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:27 Page: 1 ID:yHGnnel7MNR3CPKmubzQjeywRmo-?6XKFHq BDDU4xRHl FBOVwBSnkW7jKnOQpf2G?dyfllY -1-3-0 4-8-15 1-3-0 4-8-15 3x6 n 312 T1 2 8 1 -3 Ri LJ 4 9 3x4 = 1.5x4 n 4-8-15 Scale = 1:28.5 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.03 4-7 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.06 4-7 >968 180 BCLL 0.0* Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 16 lb FT = 20% LUMBER 5) * This truss has been designed for a live load of 20.Opsf TOP CHORD 2x4 DF No.2 G on the bottom chord in all areas where a rectangle BOT CHORD 2x4 DF No.2 G 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF chord and any other members. Stud G 6) A plate rating reduction of 20% has been applied for the BRACING green lumber members. TOP CHORD Structural wood sheathing directly applied or woodpurlins, 7) Refer to girder(s) for truss to truss connections. 4-8-oc except end verticals. 8) Provide mechanical connection (by others) of truss to BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bearing plate capable of withstanding 100 lb uplift at joint racing. (s) 3 except (jt=1b) 2=166, 2=166. 9) This truss is designed in accordance with the 2018 MiTek recommends that Stabilizers and International Building Code section 2306.1 and required cross bracing be installed during referenced standard ANSI/TPI 1. truss erection, in accordance with Stabilizer 10) This truss has been designed for a moving concentrated Installation guide. load of 6.01b dead located at all mid panels and at all REACTIONS All bearings 4-8-15. except 3= Mechanical panel points along the Bottom Chord, nonconcurrent with (lb) -Max Horiz 2=52 (LC 11), 5=52 (LC 11) Max All less 1 any other live loads. 11) This truss has been designed for a total seismic drag Uplift uplift (lb) or joint(s) 3 (l load of 1000 lb. Lumber DOL=(1.33) Plate grip DOL= except 2100 (LC 27), 5=-166 (LC (1.33) Connect truss to resist drag loads along bottom 27) chord from 0-0-0 to 4-8-15 for 210.7 plf. Max Grav All reactions 250 (lb) or less at joint 12) Gap between inside of top chord bearing and first (s) 3, 4 except 2=384 (LC 26), diagonal or vertical web shall not exceed 0.500in. 5=384 (LC 26) 13) This truss is designed for a creep factor of 3.01, which is FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 used to calculate the Vert(CT) deflection perANSI/TPI 1. (lb) or less except when shown. LOAD CASE(S) Standard TOP CHORD 2-3=-692/679 BOT CHORD 2-8=-318/392, 2-9=-662/662, 4-9=-368/368 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-3-0 to 1-9-0, Exterior(2N) 1-9-0 to 4-7-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 3) Gable studs spaced at 0-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply P1-PLAN 4 BF03 Monopitch Supported Gable 2 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:27 Page: 1 ID:MmrCBQzMgPFHvQsGaRI BaxywRnp-?6XKFHq BDDU4xRHIFBOVwBSofWBAKnnOpf2G?dyfllY -1-3-0 4-8-15 1-3-0 4-8-15 3 �2 3x4 0 3x4 o 2x6 0 3 2x6 = o T o 1-1-3 1- -11 rn 7 o rn A 1 6 0-3-15 ,I' 0 � 4 1.5x4 n 4x8 n 4-8-15 i Scale = 1:33.8 Plate Offsets (X, Y): [2:0-3-9,Edge], [2:0-7-4,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.18 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 4 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 21 lb FT = 20% LUMBER 6) * This truss has been designed for a live load of 20.Opsf TOP CHORD 2x4 DF No.2 G on the bottom chord in all areas where a rectangle BOT CHORD 2x4 DF No.2 G 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF chord and any other members. Stud G 7) A plate rating reduction of 20% has been applied for the BRACING green lumber members. TOP CHORD Structural wood sheathing directly applied or woods. 8) Provide mechanical connection (by others) of truss to 4-8-oc bearing plate capable of withstanding 123 lb uplift at joint BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 2, lb uplift at joint 4 and lb uplift at joint 2. bracing. cor 9) This truss is designed in accordance with the 2018 s International Building Code section 2306.1 and MiTek recommends that Stabilizers and referenced standard ANSI/TPI 1. required cross bracing be installed during 10) This truss has been designed for a moving concentrated truss erection, in accordance with Stabilizer load of 6.01b dead located at all mid panels and at all Installation guide. panel points along the Bottom Chord, nonconcurrent with REACTIONS (lb/size) 2=285/4-8-15, (min. 0-1-8), any other live loads. 11) This truss has been designed for a total seismic drag 4=17714-8-15, (min. 0-1-8), 5=285/4-8-15, (min. 0-1-8) load of 200 plf. Lumber DOL=(1.33) Plate grip DOL= Max Horiz 2=58 (LC 8), 5=58 (LC 8) (1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 4-8-15 for 200.0 plf. Max Uplift 2=-123 (LC 27), 4=-31 (LC 12), 12) This truss is designed for a creep factor of 3.01, which is 5=-123 (LC 27) used to calculate the Vert(CT) deflection perANSI/TPI 1. Max Grav 2=341 (LC 26), 4=177 (LC 1), LOAD CASE(S) Standard 5=341 (LC 26) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-638/606 BOT CHORD 2-8=-553/570, 2-8=-366/198, 2-9=-409/454 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-3-0 to 1-9-0, Exterior(2N) 1-9-0 to 4-7-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply P1-PLAN 4 BG01 Common Supported Gable 2 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:28 Page: 1 ID:6TFPSSnmB_w9U2gG9FKHgvywAJy-T15iTcgp_XcxYbsypvvkSO?yJvSo3E1a2JnpX3yfliX 9-9-12 8-5-3 8-5-3 0-8-5 0-8-4 c2x4 n 2x4 n 3 ,2 2x4 n 4x� 2x4 n 2x n 2x4 n 2x4 n 2x4 n 7 8 9 2x4 n 4x6o 44n 5 3� 1 �6 11 12 4x6o o " 3 S -8- 3 S 13 N 2 37 S 4914 - 38 25 39 24 40 23 412921 43 2&49 45 18 46 17 47 16 48 3x4= 3x4= 8-5-3 -9-12 18-2-15 8-5-3 1-4-9 8-5-3 Scale = 1:59.2 15 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.22 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.04 Horz(CT) -0.01 22 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 83 lb FT = 20% LUMBER BOT CHORD 2-37=-404/438, 2-37=-278/312, TOP CHORD 2x4 DF N0.2 G *Except* T2:2x6 DF No.2 G 2-38=-1134/1157, 25-38=-943/960, BOT CHORD 2x4 DF No.2 G 25-39=-752/774, 24-39=-657/679, WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 24-40=-553/578, 23-40=-467/489, Stud G 23-41=-372/394, 22-41=-245/287, OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 19-45=-245/287, 18-45=-372/394, Stud G 18-46=-467/489, 17-46=-553/578, 1 7-47=-657/679, 16-47=-752/774, BRACING 16-48=-943/960, 14-48=-1134/1 157 TOP CHORD Structural wood sheathing directly applied or 5-9-10 oc rlins 14 49=-278/312, 14 49= 404/438 pu BOT CHORD Rigid ceiling directly applied or 5-10-9 oc NOTES 1) Unbalanced roof live loads have been considered for this racing. design. MiTek recommends that Stabilizers and 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) required cross bracing be installed during Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. truss erection, in accordance with Stabilizer II; Exp C; Enclosed; MWFRS (envelope) exterior zone Installation guide. and C-C Corner(3E) -1-3-0 to 1-9-0, Exterior(2N) 1-9-0 REACTIONS All bearings 18-2-15. to 9-1-8, Corner(3R) 9-1-8 to 12-1-8, Exterior(2N) 12-1-8 (lb) -Max Horiz 2=-40 (LC 13), 28=-40 (LC 13) to 19-5-15 zone; cantilever left and right exposed ; end Max Uplift All (l uplift 100 (lb) or less at joint(s) vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber 16, 1718, 23, 24, 25 DOL=1.60 plate grip DOL=1.60 except 2=-256 (LC 27), 14=-256 3) Truss designed for wind loads in the plane of the truss (LC 28), 28=-256 (LC 27), 32=-256 only. For studs exposed to wind (normal to the face), (LC 28) Max Grav All reactions 250 (lb) or less at joint see Standard Industry Gable End Details as applicable, (s) 17, 18, 19, 20, 21, 22, 23, 24 or consult qualified building designer as perANSI/TPI 1. except 2=428 (LC 26), 14=428 (LC 4) All plates are 1.5x4 MT20 unless otherwise indicated. 25), 16=314 (LC 30), 25=314 (LC 5) Gable requires continuous bottom chord bearing. 29), 28=428 (LC 26), 32=428 (LC 6) Gable studs spaced at 1-4-0 oc. 25) 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 8) * This truss has been designed for a live load of 20.Opsf (lb) or less except when shown. on the bottom chord in all areas where a rectangle TOP CHORD 2-3=-1192/1125, 3-4=-1054/1034, 3-06-00 tall by 2-00-00 wide will fit between the bottom 4-5=-804/761, 5-35=-606/559, chord and any other members. 6-35=-422/435, 6-7=-409/381, 9) A plate rating reduction of 20% has been applied for the 9-10=-409/381, 10-36=-422/435, green lumber members. 11-36=-606/559, 11-12=-804/761, 10) Provide mechanical connection (by others) of truss to 12-13=-1054/1034, 13-14=-1192/1124 bearin late ca able of withstandin 100 lb u lift at joint 9P P g P 1 (s) 22, 23, 24, 25, 19, 18, 17, 16 except Qt=lb) 2=255, 14=255, 2=255, 14=255. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total seismic drag load of 2600 lb. Lumber DOL=(1.33) Plate grip DOL= (1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 18-2-15 for 142.5 plf. 14) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 4 BG02 Common 4 1 Job Reference (optional) Builder FirstSource, user m u� O N N 0-3-a�__ Camber= 1/4 in Scale = 1:40.8 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:28 Page: 1 ID:o2D2iotjryTo_W RrG?Ui75ywAL7-Tl5iTcgp_XcxYbsypvvkSO?xNvMO3B2a2JnpX3yfliX -1-3-0 5-1-9 9-1-8 13-1-6 18-2-15 19-5-15 1-3-0 5-1-9 3-11-14 3-11-14 5-1-9 1-3-0 12 3 r 4x5= 1.5x4-- 4 7 3x6 = 9-1-8 3x10= 9-1-8 3x6 = Plate Offsets (X, Y): [2:0-1 -1 0,Edge], [6:0-1 -1 0,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.11 8-11 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.38 8-11 >570 180 BCLL 0.0* Rep Stress Incr YES WB 0.23 Horz(CT) 0.07 6 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 69 lb FT = 20% LUMBER 4) * This truss has been designed for a live load of 20.Opsf TOP CHORD 2x4 DF No.2 G on the bottom chord in all areas where a rectangle BOT CHORD 2x4 DF No.2 G 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF chord and any other members. Stud G 5) A plate rating reduction of 20% has been applied for the BRACING green lumber members. TOP CHORD Structural wood sheathing directly applied or Structural 6) Provide mechanical connection (by others) of truss to 3-oc purlins. bearing plate capable of withstanding 121 lb uplift at joint BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 2 and uplift 6. bracing. 7) ejoint truss This truss is designed in accordance with the 2018 s International Building Code section 2306.1 and MiTek recommends that Stabilizers and referenced standard ANSI/TPI 1. required cross bracing be installed during 8) This truss has been designed for a moving concentrated truss erection, in accordance with Stabilizer load of 6.01b dead located at all mid panels and at all Installation guide. panel points along the Bottom Chord, nonconcurrent with REACTIONS (lb/size) 2=833/0-5-8, (min. 0-1-8), 9) any other live loads. This truss is designed for a creep factor of 3.01, which is 6=83310-5-8, (min. 0-1-8) used to calculate the Vert(CT) deflection perANSI/TPI 1. Max Horiz 2=-42 (LC 17) Max Uplift 2=-121 (LC 8), 6=-121 (LC 9) LOAD CASE(S) Standard FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-2200/404, 3-15=-2185/417, 3-16=-1610/269, 4-16=-1573/281, 4-17=-1573/281, 5-17=-1610/269, 5-18=-2185/417, 6-18=-2200/404 BOT CHORD 2-19=-104/722, 2-19=-104/722, 2-20=-355/2119,8-20=-355/2119, 8-21=-361 /2119, 6-21=-361 /2119, 6-22=-107/722, 6-22=-107/722 WEBS 4-8=-16/511, 3-8=-646/185, 5-8=-646/185 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-3-0 to 1-9-0, Interior (1) 1-9-0 to 9-1-8, Exterior(2R) 9-1-8 to 12-1-8, Interior (1) 12-1-8 to 19-5-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply P1-PLAN 4 BH01 Common Supported Gable 2 1 Job Reference (optional) Builder FirstSource, user M M Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:28 Page: 1 I D:j_7ela8?o Biaou a EPknjG uywRSw-T 15iTcq p_XcxYbsypvvkSO? u PvLv32da2J npX3yfl IX 1-1-3-01, 7-2-2 13-3-0 17-11-4 �19-3-14� 26-6-0 �7-9-0� 1-3-0 7-2-2 6-0-14 4-8-4 111-4-10 7-2-2 1-3-01 312 3x10= 2x4 2x4 n 5x6= 2x4 n I-. 2x4n 5 2An ^--• 2x4n 3x6= 2x6= 5x6= 10x16= 3x4= 3x6= 9-2-7 8-1-3 11 "1 8-6-12 0-7-11 Camber= 1/4 in Scale = 1:53.1 Plate Offsets (X, Y): [2:0-2-2,Edge], [5:0-5-0,0-0-5], [16:0-3-0,0-3-0], [17:0-3-0,0-0-8], [39:0-4-0,0-2-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.10 17-42 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.33 17-42 >654 180 BCLL 0.0* Rep Stress Incr NO WB 0.77 Horz(CT) 0.04 13 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 147 lb FT = 20% LUMBER TOP CHORD BOT CHORD WEBS OTHERS BRACING TOP CHORD BOT CHORD 2x4 DF No.2 G *Except* T2:2x6 DF No.2 G 2x4 DF No.2 G 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G Structural wood sheathing directly applied or 4-3-6 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracina: 2-17. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 8-8-9. except 2=0-5-8 (lb) - Max Horiz 2=57 (LC 12) Max Uplift All uplift 100 (lb) or less at joint(s) 9, 12, 43 except 2=-129 (LC 8), 13=-677 (LC 1), 14=-158 (LC 8) Max Grav All reactions 250 (lb) or less at joint (s) 11, 12, 13 except 2=735 (LC 1), 9=302 (LC 30), 14=1889 (LC 1), 43=302 (LC 30) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1693/324, 3-4=-1668/344, 4-46=-1180/220, 5-46=-1120/232, 5-47=-154/461, 6-47=-64/376, 6-7=-83/446, 7-8=-61 /413, 8-9=-71 /381 BOT CHORD 2-48=-94/599, 2-48=-94/599, 2-49=-293/1625, 49-50=-293/1625, 17-50=-293/1625,16-17=-225/568, 16-51=-225/568, 15-51=-225/568, 15-52=-381/100, 14-52=-381/100, 14-53=-381/100,13-53=-381/100, 13-54=-381/100, 12-54=-381/100, 12-55=-381/100,11-55=-381/100, 11-56=-381/100, 9-56=-381/100 WEBS 7-39=-262/146, 5-17=-90/855, LOAD CASE(S) Standard 4-17=-672/213, 5-15=-1059/271, 6-39=-320/109, 14-39=-662/128 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-3-0 to 1-9-0, Exterior(2N) 1-9-0 to 13-3-0, Corner(3R) 13-3-0 to 16-3-0, Exterior(2N) 16-3-0 to 27-9-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 9, 12, 9 except Qt=lb) 2=128, 13=676, 14=158. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 12) This truss has been designed for a total seismic drag load of 1000 lb. Lumber DOL=(1.33) Plate grip DOL= (1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 8-3-2 for 121.1 plf. 13) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. Job Truss Truss Type Qty Ply P1-PLAN 4 BH02 Common 4 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:29 Page: 1 ID:bDJ ISKnBs_wgCH HTfQFh2ZywRTO-xUf5gyrRlgkoAIQ8NCRz?cYOfJffocajGzXN3Wyfll W 19-3-1 -1-3-07-2-2 13-3-0 18-1-4 1, 26-6-0 �7-9-0� 1-3-0 7-2-2 6-0-14 4-10-3 1-2-1 7-2-2 1-3-O'l 4x8= 3 F2 1.5x4 0 3x6= 3x6= 3x6= 3x10= 3x10= 3x10u 1.5x4 n 9-2-7 17-3-9 11 8-1-4 1, 26-6-0 9-2-7 8-1-3 8-4-12 -9-1 Camber= 1/2 in Scale = 1:53.1 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.21 10-12 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.72 10-12 >440 180 BCLL 0.0* Rep Stress Incr YES WB 0.34 Horz(CT) 0.15 7 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 102 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-3-0 to 1-9-0, Interior (1) 1-9-0 to 13-3-0, Exterior(2E) 13-3-0 to 17-5-15, Interior (1) 17-5-15 to 27-9-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for TOP CHORD Structural wood sheathing directly applied or members and forces & MWFRS for reactions shown; 2-6-9 oc purlins. Lumber DOL=1.60 plate grip DOL=1.60 BOT CHORD Rigid ceiling directly applied or 9-2-13 oc 3) This truss has been designed for a 10.0 psf bottom racing. chord live load nonconcurrent with any other live loads. MiTek recommends that Stabilizers and 4) * This truss has been designed for a live load of 20.Opsf required cross bracing be installed during on the bottom chord in all areas where a rectangle truss erection, in accordance with Stabilizer 3-06-00 tall by 2-00-00 wide will fit between the bottom Installation guide. chord and any other members. REACTIONS (lb/size) 2=1172/0-5-8, (min. 0-1-8), 5) A plate rating reduction of 20% has been applied for the green lumber members. 7=1172/0-5-8, (min. 0-1-8) 6) Provide mechanical connection (by others) of truss to Max Horiz 2=55 (LC 12) bearing plate capable of withstanding 156 lb uplift at joint Max Uplift 2=-156 (LC 8), 7=-156 (LC 9) 2 and 156 lb uplift at joint 7. FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 7) This truss is designed in accordance with the 2018 (lb) or less except when shown. International Building Code section 2306.1 and TOP CHORD 2-20=-3361/517, 20-21=-3334/526, referenced standard ANSI/TPI 1. 3-21=-3283/539, 3-22=-2924/437, 8) This truss has been designed for a moving concentrated 4-22=-2867/454, 4-23=-2868/461, load of 6.01b dead located at all mid panels and at all 5-23=-2905/443, 5-6=-2906/427, panel points along the Bottom Chord, nonconcurrent with 6-24=-3275/495, 24-25=-3323/483, any other live loads. 7-25=-3354/474 9) This truss is designed for a creep factor of 3.01, which is BOT CHORD 2-26=-145/1106, 2-26=-145/1106, used to calculate the Vert(CT) deflection perANSI/TPI 1. 2-27=-461/3234, 12-27=-461/3234, LOAD CASE(S) Standard 11-12=-262/2159,11-28=-262/2159, 10-28=-262/2159, 10-29=-424/3224, 9-29=-424/3224, 9-30=-424/3224, 7-30=-424/3224, 7-31=-140/1105, 7-31=-140/1105 WEBS 4-10=-103/833, 10-13=-673/156, 6-13=-529/131, 4-12=-77/823, 3-12=-599/186 NOTES 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Qty Ply P1-PLAN 4 BH03 Common 2 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:29 Page: 1 I D:bDJ ISKnBs_wgCHHTfQFh2ZywRTO-xUf5gyrRlgkoAIQBNCRz?cYOfJeLocajGzXN3Wyfll W 19-3-14 7-2-2 13-3-0 18-14 1, 26-6-0 �7-9-0� 7-2-2 6-0-14 4-10-3 1-2-1 7-2-2 1-3-01 4x8= 312 3 1.5x4 0 r> A 0-3-16t: 3x6= 3x6= 3x6= 3x10= 3x10= 3x10n 1.5x4 n 8-1-4 9-2-7 17-3-9 11 1, 26-6-0 9-2-7 8-1-3 8-4-12 9-1 Camber= 1/2 in Scale = 1:51.2 Loading (psf) Spacing 2-0-0 CSI DEFL in floc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.21 9-11 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.73 11-15 >437 180 BCLL 0.0* Rep Stress Incr YES WB 0.34 Horz(CT) 0.15 6 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 100 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 13-3-0, Exterior(2E) 13-3-0 to 17-5-15, Interior (1) 17-5-15 to 27-9-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for TOP CHORD Structural wood sheathing directly applied or members and forces & MWFRS for reactions shown; 2-6-8 oc purlins. Lumber DOL=1.60 plate grip DOL=1.60 BOT CHORD Rigid ceiling directly applied or 9-2-3 oc 3) This truss has been designed for a 10.0 psf bottom racing. chord live load nonconcurrent with any other live loads. MiTek recommends that Stabilizers and 4) * This truss has been designed for a live load of 20.Opsf required cross bracing be installed during on the bottom chord in all areas where a rectangle truss erection, in accordance with Stabilizer 3-06-00 tall by 2-00-00 wide will fit between the bottom Installation guide. chord and any other members. REACTIONS (lb/size) 1=1084/0-5-8, (min. 0-1-8), 5) A plate rating reduction of 20% has been applied for the green lumber members. 6=1174/0-5-8, (min. 0-1-8) 6) Provide mechanical connection (by others) of truss to Max Horiz 1=-59 (LC 9) bearing plate capable of withstanding 114 lb uplift at joint Max Uplift 1=-114 (LC 8), 6=-156 (LC 9) 1 and 156 lb uplift at joint 6. FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 7) This truss is designed in accordance with the 2018 (lb) or less except when shown. International Building Code section 2306.1 and TOP CHORD 1-19=-3387/528, 19-20=-3360/531, referenced standard ANSI/TPI 1. 2-20=-3309/545, 2-21=-2944/441, 8) This truss has been designed for a moving concentrated 3-21=-2887/459, 3-22=-2875/469, load of 6.01b dead located at all mid panels and at all 4-22=-2912/451, 4-5=-2913/432, panel points along the Bottom Chord, nonconcurrent with 5-23=-3283/505, 23-24=-3331/493, any other live loads. 6-24=-3362/483 9) This truss is designed for a creep factor of 3.01, which is BOT CHORD 1-25=-169/1180, 1-25=-169/1180, used to calculate the Vert(CT) deflection perANSI/TPI 1. 1-26=-467/3260, 11-26=-467/3260, LOAD CASE(S) Standard 10-11=-263/2167, 10-27=-263/2167, 9-27=-263/2167, 9-28=-433/3232, 8-28=-433/3232, 8-29=-433/3232, 6-29=-433/3232, 6-30=-142/1107, 6-30=-142/1107 WEBS 3-9=-103/833, 9-12=-674/156, 5-12=-529/131,3-11=-84/837, 2-11=-607/190 NOTES 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Qty Ply P1-PLAN 4 BH04 Common 2 1 Job Reference (optional) Builder FirstSource, user 3x10= Camber= 1/2 in Scale = 1:52.8 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:29 Page: 1 I D:4t9GimgpSpWtA?MWj60eyvywABT-xUf5gyrRlgkoAIQBNCRz?cY2DJfoockjGzXN3Wyfll W 7514 6-11-0 12-11-14 19-0-12 26-2-14 6-11-0 6-0-14 6-0-14 7-2-2 1 1-3-01 US= 312 3x6= 3x6= 3x6= 8-11-5 17-0-7 8-11-5 8-1-3 1� 603 W 3x10= 26-2-14 9-2-7 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.20 7-9 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.70 7-15 >452 180 BCLL 0.0* Rep Stress Incr YES WB 0.33 Horz(CT) 0.15 5 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 97 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING 5) TOP CHORD Structural wood sheathing directly applied or 2-9-9 oc purlins. 6) BOT CHORD Rigid ceiling directly applied or 9-5-5 oc racing. MiTek recommends that Stabilizers and 7) required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 8) REACTIONS (lb/size) 1=1074/3-10-14, (min. 0-1-8), 5=1163/0-5-8, (min. 0-1-8) Max Horiz 1=-65 (LC 13) 9) Max Uplift 1=-112 (LC 8), 5=-156 (LC 9) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-3258/488, 2-16=-3215/503, 1 0) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. A plate rating reduction of 20% has been applied for the green lumber members. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 112 lb uplift at joint 1 and 156 lb uplift at joint 5. This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. This truss has been designed for a total seismic drag load of 1000 lb. Lumber DOL=(1.33) Plate grip DOL= (1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 26-2-14 for 38.1 plf. This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. )AD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 4 BH05 Common 8 1 Job Reference (optional) Builder FirstSource, user M r M A 0-4-1" Camber = 7/16 in Scale = 1:52.8 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:30 Page: 1 I13:9_OsOiL1 Dn2ZdJpl3D2ou1ywQrx-xUf5gyrRlgkoAIQ8NcRz?cY24JgboTMjGzXN3WyfllW 4L75-1�4 3-7-3 6-11-0 11-4-1 �12-11-14� 19-0-12 26-2-14 3-7-3 3-3-13 4-5-1 1-7-13 6-0-14 7-2-2 1-3-0 4x8= 312 15x4n 3x10= 3x4= 1.5x4n 3x6= 1.5x4 n 3x6= 3-7-3 3-5-6 J, 8-11-5 11-4-1 17-0-1 3-5-6 0- -12 5-4-2 2-4-13 5-8-6 9-2-7 3x10= 8 0-3-1 Plate Offsets (X, Y): [1:Edge,0-0-0] Loading (psf) Spacing 2-0-0 CSI DEFL in floc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.20 9-11 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.64 9-11 >427 180 BCLL 0.0* Rep Stress Incr YES WB 0.93 Horz(CT) 0.12 7 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 101 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 2-11-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-9-13 oc 3) racing. MiTek recommends that Stabilizers and 4) required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 5) REACTIONS (lb/size) 1=637/ Mechanical, (min. 0-1-8), 7=1093/0-5-8, (min. 0-1-8), 6) 13=506/0-5-8, (min. 0-1-8) 7) Max Horiz 1=-65 (LC 13) Max Uplift 1=-71 (LC 8), 7=-156 (LC 9), 13=-48 (LC 8) 8) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-21=-2292/358, 2-21=-2251/361, 9) 2-3=-2342/394, 3-22=-2181/353, 4-22=-2135/360,4-5=-2146/384, 5-23=-2560/400, 6-23=-2616/387, 6-24=-3022/477, 7-24=-3050/455 1 0) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-3-2 to 3-3-2, Interior (1) 3-3-2 to 13-3-0, Exterior(2R) 13-3-0 to 16-3-0, Interior (1) 16-3-0 to 27-9-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. A plate rating reduction of 20% has been applied for the green lumber members. Refer to girder(s) for truss to truss connections. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 71 lb uplift at joint 1, 156 lb uplift at joint 7 and 48 lb uplift at joint 13. This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. This truss has been designed for a total seismic drag load of 1000 lb. Lumber DOL=(1.33) Plate grip DOL= (1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 26-2-14 for 38.1 plf. This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. )AD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 4 BH06 Common Girder 2 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:30 Page: 1 ID:TQQC7MF4Zq Uw7r29yTuOQrywQgm-PhCTtis4W8sfov?KwKyCYp4Gxj7JX4vtVdGwcyyfllV 12-11-14 27-5-14 3-7-2 �5-1-8 8-3-15 11-6-2 L 17-8-5 224-10 26-2-14 3-7-2 1-6-6 3-2-7 3-2-4 1-5-11 4-8-7 4-8-5 3-10-4 1-34 5x8= 4x8 c 3x4, y 4x12c 3x4 c 8x12c o A4 � 3 N 3x6c 2x6= 4 W 7 3x6o C? �� 3 S S T5�_ �N �\ �' 2 3 S 7 g SWg S_ 6c;0 04-fl)�: 0 0 0 0 0 45 46 19 4$ 165013114135212 3x10= 20 3x4= 2x4° 12` 18 48 17 49 53 11 5 3x4= 4511 4x12= 3x6n 4x12= 5x8= Scale = 1:63.9 5x8n 3-7-2 12-11-14 3-5-6 7-8-10 11-6-2 17-11-1 22-4-10 26-2-1, 3-5-6 4-1-8 3-9-8 1-5-11 4-11-3 4-5-9 3-10-4 0-1-12 3x10= 1 N-3-Uk__ Plate Offsets (X, Y): [1:0-11-6,0-0-11], [1:0-0-4,1-1-6], [4:0-3-8,0-2-0], [7:0-3-0,0-2-12], [9:0-3-9,Edge], [9:0-3-4,Edge], [17:0-4-0,0-3-0], [21:0-6-0,0-1-1], [23:0-1-7,0-0-8], [31:0-1-14,0-0-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.01 19-20 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.05 19-20 >999 180 BCLL 0.0* Rep Stress Incr NO WB 0.27 Horz(CT) 0.01 16 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 160lb FT=20% LUMBER WEBS 2-20=-518/132, 6-17=-276/25, 14) "NAILED" indicates Girder: 3-10d (0.148" x 3") toe -nails TOP CHORD 2x4 DF No.2 G 4-25=-797/169, 22-25=-737/160, per NDS guidelines. BOT CHORD 2x4 DF No.2 G 17-22=-743/166, 20-23=-598/275, 15) This truss is designed for a creep factor of 3.01, which is WEBS 2x4 DF No.2 G *Except* 21-23=-370/264, 4-21=-209/344, used to calculate the Vert(CT) deflection perANSI/TPI 1. W1,W1 1,W7,W5,W1 0,W9:2x4 DF No.2 G or 7-17=-656/408, 8-11=-332/101, LOAD CASE(S) Standard 2x4 DF Std G or 2x4 DF Stud G 7-11=-280/314, 7-14=-372/295, 1) Dead + Roof Live (balanced): Lumber Increase=1.25, OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 19-24=-38/370, 21-24=-38/370, 3-23=-89/413 Plate Increase=1.25 Stud G NOTES Uniform Loads (lb/ft) BRACING 1) Unbalanced roof live loads have been considered for this Vert: 1-6=-68, 6-10=-68, 38-41=-14 TOP CHORD Structural wood sheathing directly applied or design. Concentrated Loads (Ib) 6-0-0 oc purlins 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vert: 2=-56, 19=-163, 40=-163, 46=-163, 47=-163 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt s : 25 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 15-2-9. except 1= Mechanical, 20=0-5-8 (lb) - Max Horiz 1=-63 (LC 9) Max Uplift All uplift 100 (lb) or less at joint(s) 1, 9, 11, 13, 15, 17, 18, 41 except 14=-267 (LC 24), 20=-173 (LC 4) Max Grav All reactions 250 (Ib) or less at joint (s) 1, 9, 12, 13, 15, 16, 41 except 11=382 (LC 64), 14=363 (LC 21), 17=673 (LC 1), 18=453 (LC 25), 20=912 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-297/390, 3-4=-446/200, 4-5=-252/528, 5-6=-29/364, 6-7=-440/705, 7-8=-274/355, 8-9=-329/385 BOT CHORD 1-44=-284/275, 1-45=-361/296, 20-46=-454/689, 19-46=-239/475, 19-47=-74/321, 18-47=-102/349, 18-48=-1161363, 17-48=-243/490, 17-49=-341/278, 12-52=-260/160, 12-53=-390/222, 11-53=-520/433, 11-54=-288/189, 9-54=-375/320, 9-55=-351/324 Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 1, 9, 17, 11, 18, 13, 9 except Qt=lb) 20=172, 14=266. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total seismic drag load of 2500 lb. Lumber DOL=(1.33) Plate grip DOL= (1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 26-2-14 for 95.3 plf. Job Truss Truss Type Qty Ply P1-PLAN 4 BJ01 Common Supported Gable 1 1 Job Reference (optional) Builder FirstSource, user 0-3-U�__ Scale = 1:59.3 9-11-12 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:31 Page: 1 ID:_umROkE9Jxs01hn5zlM4cayw9Zb-ttmr5etiHS_W P3aXU 1 TR41 dRJ7TXGbmOkHOT80yfll U 11-4-4 10-8-0 0-8-5 3 72 3x4= 1.5x411 1.5x4n 1.5x411 1.5x4n 1.5x4n 1.5x4n 3x4= 1.5x4n 5x6= 1.5x4n 1.5x4n 1.5x4n 1.5x4n 9-11-11 �11-4-4 21-4-0 9-11-11 1-4-9 9-11-12 Plate Offsets (X, Y): [26:0-3-0,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.28 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.04 Horz(CT) -0.01 25 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 101lb FT=20% LUMBER BOT CHORD 2-40=-507/545, 2-40=-371/409, TOP CHORD 2x4 DF N0.2 G *Except* T2:2x6 DF No.2 G 2-41=-1471/1493, 29-41=-1247/1263, BOT CHORD 2x4 DF No.2 G 29-42=-1023/1045, 28-42=-920/941, WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 28-43=-817/838, 27-43=-714/735, Stud G 27-44=-611/632, 26-44=-425/446, OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 26-45=-404/426, 25-45=-301/316, Stud G 22-49=-301/316, 21-49=-404/426, 21-50=-425/446, 20-50=-611/632, BRACING 20-51=-714/735, 19-51=-817/838, TOP CHORD Structural wood sheathing directly applied or 19-52=-920/941, 18-52=-1023/1045, 5-1-14 oc purlins. 18-53=-1247/1263, 16-53=-1471/1493, BOT CHORD Rigid ceiling directly applied or 5-1-10 oc 16-54=-371/409, 16-54=-507/545 racing. WEBS 4-29=-257/94, 14-18=-257/94 MiTek recommends that Stabilizers and NOTES required cross bracing be installed during 1) Unbalanced roof live loads have been considered for this truss erection, in accordance with Stabilizer design. Installation guide. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) REACTIONS All bearings 21-4-0. Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. (lb) -Max Horiz 2=-47 (LC 13), 32=-47 (LC 13) II; Exp C; Enclosed; MWFRS (envelope) exterior zone 1 joi Max Uplift All uplift 100 (lb) or less at joint(s) ) o and C-C Corner(3E) -1-3-0 to 1-9-0, Exterior(2N) 1-9-0 18, 19i 21l 25, 26, 7, 28, to 10-8-0, Corner(3R) 10-8-0 to 13-8-0, Exterior(2N) 29 except 2=-339 (LC 26, 28, 9 13-8-0 to 22-7-0 zone; cantilever left and right exposed ; (LC 28), 32=-339 (LC 27), 35=-339 end vertical left and right exposed;C-C for members and (LC 28) forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ea do Max Grav All reactions 250 (Ib) or less at joint t joint 3) Truss designed for wind loads in the plane of the truss (sl 21, 22, 23, 24, 25, (s) 9, 5, 2, 2 For only. For studs exposed to wind (normal to the face), except 2 (LC 2 17 (LC8=337 26)(LC see Industry Gable End Details as applicable, 16=517 (LC 25), 30), 30), or consult qualified building designer as perANSI/TPI 1. 29=517 (LC 29), 32=517 (LC 4) All plates are 2x4 MT20 unless otherwise indicated. 35=517 (LC 29) 5) Gable requires continuous bottom chord bearing. FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 6) Gable studs spaced at 1-4-0 oc. (lb) or less except when shown. 7) This truss has been designed for a 10.0 psf bottom TOP CHORD 2-3=-1490/1464, 3-4=-1388/1369, chord live load nonconcurrent with any other live loads. 4-5=-1082/1039, 5-6=-869/820, 8) * This truss has been designed for a live load of 20.Opsf 6-38=-656/627, 7-38=-457/472, on the bottom chord in all areas where a rectangle 7-8=-442/415, 10-11=-442/415, 3-06-00 tall by 2-00-00 wide will fit between the bottom 11-39=-457/472, 12-39=-656/627, chord and any other members. 12-13=-869/820, 13-14=-1082/1039, 9) A plate rating reduction of 20% has been applied for the 14-15=-1388/1369, 15-16=-1490/1464 green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 25, 26, 27, 28, 29, 22, 21, 20, 19, 18 except Qt=lb) 2=339, 16=339, 2=339, 16=339. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total seismic drag load of 3300 lb. Lumber DOL=(1.33) Plate grip DOL= (1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 21-4-0 for 154.7 plf. 14) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 4 BJ02 Common 1 1 Job Reference (optional) Builder FirstSource, user -1-3-0 5-10-10 1-3-0 5-10-10 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:31 Page: 1 ID:9Om2wd74lzOwtiJc88DkQOyw9bO-ttmrSetiHS_W P3aXU 1 TR41 d R97OXGXKOkHOT80yHIU 10-8-0 4-9-6 12 4x6= 3r 4 15-5-6 4-9-6 21-4-0 22-74 5-10-10 i 1-3-0 U) m 1.5x4,, 3 18 W 19 1.5x4o 5 N 1 0-3-� 7 2 21 1 W 20 25 6 7 22 10 9 23 8 24 3x4= 3x4= 3x10= 3x10= 3x6 = 7-5-12 13-10-4 21-4-0 7-5-12 6-4-8 7-5-12 Camber = 5/16 in Scale = 1:45.4 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.13 8-10 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.43 8-10 >597 180 BCLL 0.0* Rep Stress Incr YES WB 0.26 Horz(CT) 0.09 6 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 80 lb FT = 20% LUMBER 3) This truss has been designed for a 10.0 psf bottom TOP CHORD 2x4 DF No.2 G chord live load nonconcurrent with any other live loads. BOT CHORD 2x4 DF No.2 G 4) * This truss has been designed for a live load of 20.Opsf WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF on the bottom chord in all areas where a rectangle Stud G 3-06-00 tall by 2-00-00 wide will fit between the bottom BRACING chord and any other members. TOP CHORD Structural wood sheathing directly applied or 5) A plate rating reduction of 20% has been applied for the 3-6-2 pwood. green lumber members. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 6) Provide mechanical connection (by others) of truss to bracin bearing plate capable of withstanding 134 lb uplift at joint 2 and 134 lb uplift at joint 6. MiTek recommends that Stabilizers and 7) This truss is designed in accordance with the 2018 required cross bracing be installed during International Building Code section 2306.1 and truss erection, in accordance with Stabilizer referenced standard ANSI/TPI 1. Installation guide. 8) This truss has been designed for a moving concentrated REACTIONS (lb/size) 2=960/0-5-8, (min. 0-1-8), load of 6.01b dead located at all mid panels and at all 6=960/0-5-8, (min. 0-1-8) panel points along the Bottom Chord, nonconcurrent with Max Horiz 2=48 (LC 13) any other live loads. Max Uplift 2=-134 (LC 8), 6=-134 (LC 9) 9) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 LOAD CASE(S) Standard (lb) or less except when shown. TOP CHORD 2-17=-2645/418, 3-17=-2624/435, 3-18=-2311/359, 4-18=-2267/371, 4-19=-2267/371, 5-19=-2311/359, 5-20=-2624/435, 6-20=-2645/418 BOT CHORD 2-21=-113/866, 2-21=-113/866, 2-22=-368/2545, 10-22=-368/2545, 9-10=-220/1730, 9-23=-220/1730, 8-23=-220/1730, 8-24=-374/2545, 6-24=-374/2545, 6-25=-116/866, 6-25=-116/866 WEBS 4-8=-66/632, 5-8=-466/147, 4-10=-66/632, 3-10=-466/147 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-3-0 to 1-9-0, Interior (1) 1-9-0 to 10-8-0, Exterior(2R) 10-8-0 to 13-8-0, Interior (1) 13-8-0 to 22-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Job Truss Truss Type Qty Ply P1-PLAN 4 BJ03 Monopitch 4 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:32 Page: 1 ID:HnkxdlktfXOCj_PztsbhmEyw9Yy-L3KDI_uK216N1 D9j2k_gdEAdrXgE?2dAzx11ggyfllT 5-4-0 -1-3-0 5-2-8 1-3-0 5-2-8 0-1-8 1.5x4 n 312 3 M o $ 9 T1 v v 1-11-1 ) 2 10 1- 14 0-3-15 .I' 1 4 �� 11 3x4 = 1.5x4 n Camber = 1/16 in Scale = 1:28.8 5-4-0 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.04 4-7 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.09 4-7 >655 180 BCLL 0.0* Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 18 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=308/0-5-8, (min. 0-1-8), 4=202/ Mechanical, (min. 0-1-8) Max Horiz 2=57 (LC 11) Max Uplift 2=-75 (LC 8), 4=-32 (LC 12) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-3-0 to 1-9-0, Interior (1) 1-9-0 to 5-2-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 32 lb uplift at joint 4 and 75 lb uplift at joint 2. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 4 BL01 Half Hip 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:32 Page: 1 ID:kA_8fuN8DhupamTQMCFgjhywAvv-L3KDI_u K216N 1 D9j2k_gdEAdXXsk?2KAzxl1 ggyfllT 2-9-12 2-3-5 1-8-10 -1-3-0 2-��0��-��8 ��4-9-8 ��1T��'I 1-3-0 0-3-15 1-8-100-6-7 0-2-13 1-11-12 Y M f"1.5x4 n x6n 8 x6c 4 " 313n 2�� N M M� � 1-2- 1 6-Tr1-3-4 J1 8 2x4n 1.5x4n 1.5x4n 1.5x411 2-6-0 0-3-12 2-0-6- 1-8-10 L LL L 4L L 1-8-10 0-3-12 0-5-10 1-11-12 Scale = 1:91.1 2-9-12 Plate Offsets (X, Y): [2:0-2-12,0-1-4], [5:0-3-0,0-0-1] Loading (psf) Spacing 2-0-0 CSI DEFL in floc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.00 12-13 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.09 Vert(CT) 0.00 10 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.02 Horz(CT) -0.01 8 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MR Weight: 27 lb FT = 20% LUMBER 6) A plate rating reduction of 20% has been applied for the TOP CHORD 2x4 DF No.2 G green lumber members. BOT CHORD 2x4 DF No.2 G 7) Provide mechanical connection (by others) of truss to WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF bearing plate capable of withstanding 6 lb uplift at joint 8 Stud G *Except* W3:2x6 DF No.2 G and 87 lb uplift at joint 5. BRACING 8) This truss is designed in accordance with the 2018 TOP CHORD Structural wood sheathing directly applied or International Building Code section 2306.1 and 4-9-8 oc purlins, except end verticals. referenced standard ANSI/TPI 1. Except: 9) This truss has been designed for a moving concentrated 10-0-0 oc bracing: 3-5 load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 10-0-0 oc panel points along the Bottom Chord, nonconcurrent with racing. any other live loads. 10) Graphical purlin representation does not depict the size MiTek recommends that Stabilizers and or the orientation of the purlin along the top and/or required cross bracing be installed during bottom chord. truss erection, in accordance with Stabilizer 11) Gap between inside of top chord bearing and first Installation guide. diagonal or vertical web shall not exceed 0.500in. REACTIONS (lb/size) 5=209/0-5-8, (min. 0-1-8), 12) This truss is designed for a creep factor of 3.01, which is 8=83/0-5-8, (min. 0-1-8), used to calculate the Vert(CT) deflection perANSI/TPI 1. 13=203/0-5-8, (min. 0-1-8) LOAD CASE(S) Standard Max Horiz 13=81 (LC 9) Max Uplift 5=-87 (LC 9), 8=-6 (LC 13) Max Grav 5=209 (LC 1), 8=83 (LC 26), 13=203 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-3-0 to 1-9-0, Interior (1) 1-9-0 to 2-3-5, Exterior(2E) 1-8-10 to 4-7-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C- C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. Job Truss Truss Type Qty Ply P1-PLAN 4 BL02 Flat Supported Gable 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:32 Page: 1 I D:XUVV05?sPaJ5v34vvuo0?Zyw9KP-L3KDI_uK216N 1 D9j2k—gd EAftXs2?v5Azxl1 ggyfllT L 2-3-5 L4-9-8 2-3�"—2--6--3 7 1.5x4n 1.5x4n 5x6= 1.5x4n 1.5x4n N 1 S 1 M 1.5x4= x4n 1.5x4n 5x6= 1.5x4n 3x4= 4x5i0.5x4= 8x12= 2x6n 2-9-12 2-6-2 2-0-8 11-8-101, L I. L 4-9-8 I. 1-8-101 1 11 0-3-15 1-11-11 0-5-10 0-3-10 Scale = 1:81.4 Plate Offsets (X, Y): [8:0-3-8,0-1-0], [9:0-3-0,0-3-4], [14:0-3-8,0-2-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.07 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.61 Horiz(TL) 0.00 11 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 46 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G *Except* W1:2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G, W6:2x6 DF No.2 G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 4-9-8. (lb) - Max Horiz 9=-98 (LC 25) Max Uplift All uplift 100 (lb) or less at joint(s) 6, 7 except 4=-244 (LC 28), 5=-326 (LC 27), 8=-1432 (LC 28), 9=-1597 (LC 27), 11=-202 (LC 28) Max Grav All reactions 250 (lb) or less at joint (s) 6, 7 except 4=301 (LC 25), 5=382 (LC 26), 8=1475 (LC 25), 9=1645 (LC 26), 11=328 (LC 25) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-874/874, 2-3=-474/475 BOT CHORD 9-18=-362/362, 5-19=-254/254, 4-19=-407/407 WEBS 5-10=-347/347, 8-14=-1448/1447, 9-12=-1309/1275, 1-12=-1339/1305, 11-14=-426/426, 10-11=-426/426, 9-14=-620/619, 4-10=-556/557, 1-14=-1602/1602 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 7, 6 except Qt=lb) 4=243, 5=326, 8=1431, 11=202, 9=1596. 11) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) 11. 12) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 14) This truss has been designed for a total seismic drag load of 1000 lb. Lumber DOL=(1.33) Plate grip DOL= (1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 4-9-8 for 208.7 plf. 15) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 4 BL03 Half Hip 1 1 Job Reference (optional) Builder FirstSource, user Scale = 1:84.5 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:32 Page: 1 I D:kDsuT30YCVdmYZZ5?wj Wbiyw99a-L3KDI_uK216N 1 D9j2k_gd EAd?Xs2?2KAzxl1 ggyfllT 2-9-12 2-3-5 1-8-10 -1-3-0 2-0-8 �1 1-3-0 0-3-141-11-12 1-8-10 0-6-7 0-2-13 V M 1.5x4n x6n 81 x6. 1.5x � 4x6= � 1 3x4= Ir ci 1-3- N A ro� 1-2-1 1 0-7�- 1-3- 1 � � 2An 3x4=1.5x411 1.5x4n 2-6-0 2-0-8 1-8-102-9-12 I. L L I. L 4-9-8 I. 1-8-100-3-12 0-3-141-11-12 0-5-8 Plate Offsets (X, Y): [2:0-3-0,0-1-4], [5:0-3-0,0-0-1] Loading (psf) Spacing 2-0-0 CSI DEFL in floc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.00 10 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.07 Vert(CT) 0.00 10 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.02 Horz(CT) -0.01 8 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 29 lb FT = 20% LUMBER 6) A plate rating reduction of 20% has been applied for the TOP CHORD 2x4 DF No.2 G green lumber members. BOT CHORD 2x4 DF No.2 G 7) Provide mechanical connection (by others) of truss to WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF bearing plate capable of withstanding 10 lb uplift at joint Stud G *Except* W3:2x6 DF No.2 G 8 and 74 lb uplift at joint 5. BRACING 8) This truss is designed in accordance with the 2018 TOP CHORD Structural wood sheathing directly applied or International Building Code section 2306.1 and 4-9-8 oc purlins, except end verticals. referenced standard ANSI/TPI 1. Except: 9) This truss has been designed for a moving concentrated 10-0-0 oc bracing: 3-5 load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 10-0-0 oc panel points along the Bottom Chord, nonconcurrent with racing. any other live loads. 10) Graphical purlin representation does not depict the size MiTek recommends that Stabilizers and or the orientation of the purlin along the top and/or required cross bracing be installed during bottom chord. truss erection, in accordance with Stabilizer 11) Gap between inside of top chord bearing and first Installation guide. diagonal or vertical web shall not exceed 0.500in. REACTIONS (lb/size) 5=21010-5-8, (min. 0-1-8), 12) This truss is designed for a creep factor of 3.01, which is 8=83/0-5-8, (min. 0-1-8), used to calculate the Vert(CT) deflection perANSI/TPI 1. 13=203/0-5-8, (min. 0-1-8) LOAD CASE(S) Standard Max Horiz 13=72 (LC 12) Max Uplift 5=-74 (LC 9), 8=-10 (LC 13) Max Grav 5=210 (LC 1), 8=83 (LC 26), 13=203 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-3-0 to 1-9-0, Interior (1) 1-9-0 to 2-3-5, Exterior(2E) 1-8-10 to 4-7-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C- C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. Job Truss Truss Type Qty Ply P1-PLAN 4 BL04 Half Hip 1 1 Job Reference (optional) Builder FirstSource, user Scale = 1:84.5 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:33 Page: 1 ID:b9c7gULbkTM9g2D_IA6kU9yw95m-gGubW Kuyp3EEfMkvcSVv9SiokwCHkVaJBbVaCHyfliS 2-9-12 2-3-5 1-8-10 -1-3-0 2-0-8 �1 1-3-0 0-3-141-11-12 1-8-10 0-6-7 0-2-13 V M 1.5x4n x6n 81 x6. A43A N1-2N 0-7- 1-4-4Y Y 1-2-'912xn =1.5x4n 1.5x4n 2-6-0 2-0-8 1-8-102-9-12 I. L L I. L 4-9-8 I. 1-8-100-3-12 0-3-141-11-12 0-5-8 Plate Offsets (X, Y): [2:0-2-12,0-2-0], [5:0-3-0,0-0-1] Loading (psf) Spacing 2-0-0 CSI DEFL in floc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.00 10 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.07 Vert(CT) 0.00 10 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.02 Horz(CT) -0.01 8 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 29 lb FT = 20% LUMBER 6) A plate rating reduction of 20% has been applied for the TOP CHORD 2x4 DF No.2 G green lumber members. BOT CHORD 2x4 DF No.2 G 7) Provide mechanical connection (by others) of truss to WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF bearing plate capable of withstanding 10 lb uplift at joint Stud G *Except* W3:2x6 DF No.2 G 8 and 74 lb uplift at joint 5. BRACING 8) This truss is designed in accordance with the 2018 TOP CHORD Structural wood sheathing directly applied or International Building Code section 2306.1 and 4-9-8 oc purlins, except end verticals. referenced standard ANSI/TPI 1. Except: 9) This truss has been designed for a moving concentrated 10-0-0 oc bracing: 3-5 load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 10-0-0 oc panel points along the Bottom Chord, nonconcurrent with racing. any other live loads. 10) Graphical purlin representation does not depict the size MiTek recommends that Stabilizers and or the orientation of the purlin along the top and/or required cross bracing be installed during bottom chord. truss erection, in accordance with Stabilizer 11) Gap between inside of top chord bearing and first Installation guide. diagonal or vertical web shall not exceed 0.500in. REACTIONS (lb/size) 5=21010-5-8, (min. 0-1-8), 12) This truss is designed for a creep factor of 3.01, which is 8=83/0-5-8, (min. 0-1-8), used to calculate the Vert(CT) deflection perANSI/TPI 1. 13=203/0-5-8, (min. 0-1-8) LOAD CASE(S) Standard Max Horiz 13=72 (LC 12) Max Uplift 5=-74 (LC 9), 8=-10 (LC 13) Max Grav 5=210 (LC 1), 8=83 (LC 26), 13=203 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-3-0 to 1-9-0, Interior (1) 1-9-0 to 2-3-5, Exterior(2E) 1-8-10 to 4-7-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C- C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. Job Truss Truss Type Qty Ply P1-PLAN 4 BL05 Half Hip 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:33 Page: 1 I D: HCMm_1 OkrPad WXKNQ1 clZoyw90X-gGubW Kuyp3EEfMkvcSVv9SiokwCHkVaJBbVaCHyfliS 2-9-12 2-3-5 1-8-10 -1-3-0 2-0-8 'lit 1-3-0 0-3-141-11-12 1-8-10 0-6-7 0-2-13 a 1.5x4n c; 5x6n *13x4= ' N-21 2 1-00-8t 1-4 2x4n 3x4=1.5x4n 1.5x4n 2-6-0 2-0-8 1-8-10 2-9-12 I. A I.1.4-9-8 I. 1-8-10 0-3-12 0-3-141-11-12 0-5-8 Scale = 1:83 Plate Offsets (X, Y): [6:0-3-0,0-0-1] Loading (psf) Spacing 2-0-0 CSI DEFL in floc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.00 13-14 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.07 Vert(CT) 0.00 11 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.02 Horz(CT) -0.01 6 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 29 lb FT = 20% LUMBER 6) A plate rating reduction of 20% has been applied for the TOP CHORD 2x4 DF No.2 G green lumber members. BOT CHORD 2x4 DF No.2 G 7) Provide mechanical connection (by others) of truss to WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF bearing plate capable of withstanding 9 lb uplift at joint 9 Stud G *Except* W3:2x6 DF No.2 G and 74 lb uplift at joint 6. BRACING 8) This truss is designed in accordance with the 2018 TOP CHORD Structural wood sheathing directly applied or International Building Code section 2306.1 and 4-9-8 oc purlins, except end verticals. referenced standard ANSI/TPI 1. Except: 9) This truss has been designed for a moving concentrated 10-0-0 oc bracing: 4-6 load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 10-0-0 oc panel points along the Bottom Chord, nonconcurrent with racing. any other live loads. 10) Graphical purlin representation does not depict the size MiTek recommends that Stabilizers and or the orientation of the purlin along the top and/or required cross bracing be installed during bottom chord. truss erection, in accordance with Stabilizer 11) Gap between inside of top chord bearing and first Installation guide. diagonal or vertical web shall not exceed 0.500in. REACTIONS (lb/size) 6=210/0-5-8, (min. 0-1-8), 12) This truss is designed for a creep factor of 3.01, which is 9=82/0-5-8, (min. 0-1-8), used to calculate the Vert(CT) deflection perANSI/TPI 1. 14=197/0-5-8, (min. 0-1-8) LOAD CASE(S) Standard Max Horiz 14=71 (LC 12) Max Uplift 6=-74 (LC 9), 9=-9 (LC 13) Max Grav 6=210 (LC 1), 9=83 (LC 26), 14=197 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-3-0 to 1-9-0, Interior (1) 1-9-0 to 2-3-5, Exterior(2E) 1-8-10 to 4-7-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C- C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. Job Truss Truss Type Qty Ply P1-PLAN 4 CC01 Common Supported Gable 1 1 Job Reference (optional) Builder FirstSource, user Scale = 1:53.3 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:33 Page: 1 I D:d9FhjFW9?nL?_g7KwxxpDvyw6zz-gGubW Kuyp3EEfMkvcSVv9SikMw6jkOYJ BbVaCHyfliS 0-3-0 � 13-6-9 23-1-1 �4-4-1 1-3-0 13-6-9 9-6-8 1-3-0'I 3x6= 12 32x4 n 2x4 n 2x4 n 2x4 n 43 36 44 35 45 34 46332 47 31 48 30 49 29 50 28 51 27 52 26 53 25 54 24 55 23 56 22 57 3x4= 21-6-9 5x6= 2x4 n 2x4 n 11 2x4 n 2x4 n 6x8 e 10 12 'all 2x4 2x4n 14 15 2x4u 4x6o 7 S 8 S 7 S 6 - 1718 19 S5 S4 S3 16 20 S 1- 15 21 7x8= 4x8 n �23-1-1 1-6-8 Plate Offsets (X, Y): [19:0-2-15,0-3-0], [21:0-3-9,Edge], [22:0-3-9,0-3-8], [33:0-1-13,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.49 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.47 Horz(CT) 0.02 28 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 123lb FT=20% LUMBER BOT CHORD 2-42=-847/885, 2-42=-652/689, TOP CHORD 2x4 DF N0.2 G *Except* T2,T3:2x6 DF No.2 2-43=-2515/2518, 36-43=-2171/2174, G 36-44=-1828/1831, 35-44=-1681/1684, BOT CHORD 2x4 DF No.2 G 35-45=-1533/1536, 34-45=-1386/1388, WEBS 2x4 DF No.2 G 34-46=-1239/1242, 33-46=-1092/1095, OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 32-33=-974/977, 32-47=-944/947, Stud G 31-47=-797/800, 31-48=-650/653, 30-48=-499/506, 30-49=-355/358, BRACING 28-51=-379/381, 27-51=-526/524, TOP CHORD Structural wood sheathing directly applied or -52/82 27-52=-672/676, 2=-821 3-10-11 oc purlins, except end verticals. 26-53=-968/968, 25-53=-1115/1115/1118, BOT CHORD Rigid ceiling directly applied or 3-10-5 oc 25-54=-1145/1265, 24-54=-1410/1413, racing. 24-55=-1557/1559, 23-55=-1675/1707, MiTek recommends that Stabilizers and 23-56=-1852/1854, 22-56=-1999/2002, required cross bracing be installed during 22-57=-253/240 truss erection, in accordance with Stabilizer WEBS 4-36=-275/90, 19-22=-2818/2838 Installation guide. NOTES REACTIONS All bearings 23-1-1. 1) Unbalanced roof live loads have been considered for this (lb) - Max Horiz 2=61 (LC 16), 37=61 (LC 16) 2) design. Wind: 7-16 gust) Max Uplift All uplift 100 (lb) or less atjoint(s) L=8.Vult410mph Lsecond 87mpASCE Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 23, 23, 24, 25, 26, 27, 28, 29, 30, 31, II; Exp C; Enclosed; MWFRS (envelope) exterior zone =-611747 27) 34, 36 except 2=-611 (LC 27), 32, 34,06 and C-C Corner(3E) -1-3-0 to 1-9-0, Exterior(2N) 1-9-0 21 220635=-(1 28 22=-l747 (LC 28), to 13-6-9, Corner(3R) 13-6-9 to 16-6-9, Exterior(2N) 27), 25), 1 (LC 16-6-9 to 24-4-1 zone; cantilever left and right exposed ; 27) end vertical left and right exposed;C-C for members and Max Grav All reactions 250 (lb) or less at joint forces & MWFRS for reactions shown; Lumber (s) 23, 24, 25, 26, 27, 28, 29, 30, DOL=1.60 plate grip DOL=1.60 31, 32, 34, 35 except 2=789 (LC 3) Truss designed for wind loads in the plane of the truss 26), 21=2348 (LC 25), 22=1801 only. For studs exposed to wind (normal to the face), (LC 26), 36=362 (LC 1), 37=789 see Standard Industry Gable End Details as applicable, (LC 26) or consult qualified building designer as perANSI/TPI 1. FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 4) All plates are 1.5x4 MT20 unless otherwise indicated. (lb) or less except when shown. 5) Gable requires continuous bottom chord bearing. TOP CHORD 2-3=-2519/2511, 3-4=-2381/2379, 6) Gable studs spaced at 1-4-0 oc. 4-5=-1883/1863, 5-6=-1589/1561, 7) This truss has been designed for a 10.0 psf bottom 6-7=-1285/1275, 7-8=-981/971, chord live load nonconcurrent with any other live loads. 8-40=-677/667, 9-40=-397/444, 8) * This truss has been designed for a live load of 20.Opsf 9-10=-373/362, 11-12=-544/536, on the bottom chord in all areas where a rectangle 12-13=-855/844, 13-41=-876/923, 3-06-00 tall by 2-00-00 wide will fit between the bottom 14-41=-1157/1147, 14-15=-1461/1451, chord and any other members. 15-16=-1766/1726, 16-17=-2054/2045, 9) A plate rating reduction of 20% has been applied for the 17-18=-2143/2139, 18-19=-2338/2323, green lumber members. 19-21=-2300/2171 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 28, 29, 30, 31, 32, 34, 36, 27, 26, 25, 24, 23 except Qt=lb) 21=2205, 2=610, 35=100, 22=1746, 2=610. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total seismic drag load of 5100 lb. Lumber DOL=(1.33) Plate grip DOL= (1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 23-1-1 for 220.9 plf. 14) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 4 CCO2 Common 4 1 Job Reference (optional) Builder FirstSource, user rn M 0-3-1 Camber = 3/8 in Scale = 1:50.4 1-3-0 7-3-14 1-3-0 7-3-14 312 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:34 Page: 1 ID:A_cIRP_?m3YRyooCgcHLOKyw72X-ISSJgvaaN M5GWJ69908ifFvbKOTTIESQFEBIjyfll R 13-6-9 6-2-10 4x6 = 18-6-5 23-1-9 4-4-' 4-11-12 4-6-12 1-3-0 1.Sx4,, 16 17 1.5x4n 3 5 18 3x4o 6 15 7 2 19 1- 15 8 20 11 10 21 22 9 3x6= 3x4= 3x6= 1.5x4n 4x8= 9-9-12 18-6-5 23-1-1 9-9-12 8-8-8 4-6-12 Plate Offsets (X, Y): [2:0-2-6,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in floc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.15 10-14 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.52 10-14 >427 180 BCLL 0.0* Rep Stress Incr YES WB 0.89 Horz(CT) 0.04 9 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 97 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-3-0 to 1-9-0, Interior (1) 1-9-0 to 13-6-9, Exterior(2R) 13-6-9 to 16-6-9, Interior (1) 16-6-9 to 24-4-1 zone; cantilever left and right exposed ; end vertical left and right exposedEC-C for members and TOP CHORD Structural wood sheathing directly applied or forces & MWFRS for reactions shown; Lumber 4-3-4 oc purlins, except end verticals. DOL=1.60 plate grip DOL=1.60 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 3) This truss has been designed for a 10.0 psf bottom racing. chord live load nonconcurrent with any other live loads. MiTek recommends that Stabilizers and 4) * This truss has been designed for a live load of 20.Opsf required cross bracing be installed during on the bottom chord in all areas where a rectangle truss erection, in accordance with Stabilizer 3-06-00 tall by 2-00-00 wide will fit between the bottom Installation guide. chord and any other members. REACTIONS (lb/size) 2=749/0-5-8, (min. 0-1-8), 5) A plate rating reduction of 20% has been applied for the green lumber members. 8=-79/0-5-8, (min. 0-1-8), 6) Provide mechanical connection (by others) of truss to 9=1392/0-5-8, (min. 0-1-8) bearing plate capable of withstanding 131 lb uplift at joint Max Horiz 2=62 (LC 16) 2, 110 lb uplift at joint 9 and 199 lb uplift at joint 8. Max Uplift 2=-131 (LC 8), 8=-199 (LC 25), 7) This truss is designed in accordance with the 2018 9=-110 (LC 8) International Building Code section 2306.1 and Max Grav 2=749 (LC 1), 8=66 (LC 26), referenced standard ANSI/TPI 1. 9=1392 (LC 1) 8) This truss has been designed for a moving concentrated FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 load of 6.01b dead located at all mid panels and at all (lb) or less except when shown. panel points along the Bottom Chord, nonconcurrent with TOP CHORD 2-15=-1648/249, 3-15=-1624/271, any other live loads. 3-16=-1108/155, 4-16=-1047/167, 9) This truss is designed for a creep factor of 3.01, which is 4-17=-73/735, 5-17=-83/662, 5-18=-103/718, used to calculate the Vert(CT) deflection perANSI/TPI 1. 6-18=-119/671 LOAD CASE(S) Standard BOT CHORD 2-19=-91/608, 2-19=-91/608, 2-20=-253/1575, 11-20=-253/1575, 10-11=-253/1575, 10-21=-53/434, 9-21=-53/434 WEBS 3-10=-683/208, 4-10=-64/795, 4-9=-1359/236, 6-9=-665/129, 5-9=-360/119 NOTES 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Qty Ply P1-PLAN 4 CC03 Common 3 1 Job Reference (optional) Builder FirstSource, user Camber = 3/8 in Scale = 1:41 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:34 Page: 1 I D:GXAxb6?tdm4M?h_d9Mhpl8yw6uA-ISSJgvaaNMSG WJ69908ifFwIKOhTghSQFE81jyHIR 1-3-0 7-3-14 13-6-9 18-3-9 1-3-0 7-3-14 6-2-10 4-9-0 3x6 = 9-9-12 12 3r 4x6 = I 3x6= 3x6= 3x6= 8-5-12 9 T N 6 Plate Offsets (X, Y): [2:0-1-6,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.15 7-11 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.52 7-11 >420 180 BCLL 0.0* Rep Stress Incr YES WB 0.54 Horz(CT) 0.05 6 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 74 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING 6) TOP CHORD Structural wood sheathing directly applied or 7) 3-10-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-10-8 oc racing. 8) MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer 9) Installation guide. REACTIONS (lb/size) 2=832/0-5-8, (min. 0-1-8), 6=741/ Mechanical, (min. 0-1-8) 1 0) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. A plate rating reduction of 20% has been applied for the green lumber members. Refer to girder(s) for truss to truss connections. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 140 lb uplift at joint 2 and 60 lb uplift at joint 6. This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. )AD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 4 CC04 Common 3 1 Job Reference (optional) Builder FirstSource, user rn M 7-3-14 7-3-14 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:34 Page: 1 ID:TvfDjdck?gAslkwyG01 EzUyw6gp-ISSJgvaaNM5GWJ69908ifFsSKKZTpRSQFE81jyfliR 13-6-9 6-2-10 4x8 = 18-3-9 4-9-0 Im 3x6= 3x6= 3x6= 3x6= N N 5 Camber = 7/16 in 9 9 12 8 5 12 Scale = 1:36.9 Loading (psf) Spacing 2-3-12 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.17 6-10 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.62 6-10 >352 180 BCLL 0.0* Rep Stress Incr NO WB 0.62 Horz(CT) 0.06 5 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 73 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD 2-0-0 oc purlins (3-3-2 max.), except end verticals (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 9-1-8 oc bracing. REACTIONS (lb/size) 1=86010-5-8, (min. 0-1-8), 5=860/ Mechanical, (min. 0-1-8) Max Horiz 1=85 (LC 11) Max Uplift 1=-113 (LC 8), 5=-71 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1 -11 =-2316/385, 2-11=-2288/404, 2-12=-1691/272, 3-12=-1620/286 BOT CHORD 1-15=-187/901, 1-15=-187/901, 1-16=-468/2220, 7-16=-468/2220, 6-7=-468/2220, 6-17=-231/887, 5-17=-231/887 WEBS 3-6=-74/936, 3-5=-1050/254, 2-6=-793/243 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 13-6-9, Exterior(2R) 13-6-9 to 16-6-9, Interior (1) 16-6-9 to 18-1-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 113 lb uplift at joint 1 and 71 lb uplift at joint 5. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 4 CC05 Monopitch 2 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:34 Page: 1 I D:m02rCu5ymWiob5uzfafwhWyw6iR-ISSJgvaaN M5GWJ69908ifFwhKRbTvDSQFEBIjyfll R N 5-1-8 9-3-1 5-1-8 4-1-9 3 F2 1.5x4 n 3x6 = 3x6 = Camber = 3/16 in Scale = 1:33.8 9-3-1 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.12 4-7 >896 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.34 4-7 >323 180 BCLL 0.0* Rep Stress Incr YES WB 0.25 Horz(CT) 0.01 4 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 35 lb FT = 20% LUMBER 6) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 134 lb uplift at joint BOT CHORD 2x4 DF No.2 G 1 and 61 lb uplift atjoint 4. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 7) This truss is designed in accordance with the 2018 Stud G International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 8) This truss has been designed for a moving concentrated 5-6-2 oc purlins, except end verticals. load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 6-0-0 oc panel points along the Bottom Chord, nonconcurrent with racing. any other live loads. 9) This truss has been designed for a total seismic drag MiTek recommends that Stabilizers and load of 1000 lb. Lumber DOL=(1.33) Plate grip DOL= required cross bracing be installed during (1.33) Connect truss to resist drag loads along bottom truss erection, in accordance with Stabilizer chord from 0-0-0 to 9-3-1 for 108.1 plf. Installation guide. 10) This truss is designed for a creep factor of 3.01, which is REACTIONS (lb/size) 1=373/0-5-8, (min. 0-1-8), 4=373/ used to calculate the Vert(CT) deflection perANSI/TPI 1. Mechanical, (min. 0-1-8) LOAD CASE(S) Standard Max Horiz 1=90 (LC 11) Max Uplift 1=-134 (LC 27), 4=-61 (LC 12) Max Grav 1=440 (LC 26), 4=373 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-1191/647, 2-8=-1010/329, 2-9=-520/449, 3-9=-223/311 BOT CHORD 1-10=-211/501, 1-10=-187/406, 1-11=-626/1195,4-11=-389/763 WEBS 2-4=-729/373 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 9-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. Job Truss Truss Type Qty Ply P1-PLAN 4 CC06 Monopitch 4 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:35 Page: 1 ID:HTSK9U2?05s?HuJRd W61CNyw6jn-ISSJgvaaN M5GWJ69908ifFwhKRbTvDSQFE8ljyfll R N 5-1-8 9-3-1 5-1-8 4-1-9 3 F2 1.5x4 n 3x6 = 3x6 = Camber = 3/16 in Scale = 1:33.8 9-3-1 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.12 4-7 >896 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.34 4-7 >323 180 BCLL 0.0* Rep Stress Incr YES WB 0.25 Horz(CT) 0.01 4 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 35 lb FT = 20% LUMBER 6) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 50 lb uplift at joint BOT CHORD 2x4 DF No.2 G 1 and 61 lb uplift atjoint 4. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 7) This truss is designed in accordance with the 2018 Stud G International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 8) This truss has been designed for a moving concentrated 6-0-0 oc purlins, except end verticals. load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 9-11-10 oc panel points along the Bottom Chord, nonconcurrent with racing. any other live loads. 9) This truss is designed for a creep factor of 3.01, which is MiTek recommends that Stabilizers and used to calculate the Vert(CT) deflection perANSI/TPI 1. required cross bracing be installed during LOAD CASE(S) Standard truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=373/0-5-8, (min. 0-1-8), 4=373/ Mechanical, (min. 0-1-8) Max Horiz 1=90 (LC 11) Max Uplift 1=-50 (LC 8), 4=-61 (LC 12) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-768/320, 2-8=-743/329 BOT CHORD 1-10=-187/359, 1-10=-187/359, 1-11=-389/739,4-11=-389/739 WEBS 2-4=-729/373 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 9-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. Job Truss Truss Type Qty Ply P1-PLAN 4 CC07 Monopitch 2 1 Job Reference (optional) Builder FirstSource, user 0-3-1� Camber = 3/16 in Scale = 1:35 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:35 Page: 1 I D:7FN9gQMIaHTgEUaCyC24a9yw6i5-meOMxOwCLgUxugu IjtXN Fto6bko_CMTcfv_hH9yfIIQ -1-3-0 5-1-8 9-3-1 1-3-0 5-1-8 4-1-9 12 3r 2x4 n 1.5x4 -- g 10 - - T — W r 9 N 2 11 5 12 3x6 - 3x6 = Plate Offsets (X, Y): [2:0-5-1,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.12 5-8 >896 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.33 5-8 >332 180 BCLL 0.0* Rep Stress Incr YES WB 0.25 Horz(CT) 0.01 5 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 36 lb FT = 20% LUMBER 6) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 94 lb uplift at joint BOT CHORD 2x4 DF No.2 G 2 and 59 lb uplift at joint 5. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 7) This truss is designed in accordance with the 2018 Stud G International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 8) This truss has been designed for a moving concentrated 6-0-0 oc purlins, except end verticals. load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 10-0-0 oc panel points along the Bottom Chord, nonconcurrent with racing. any other live loads. 9) This truss is designed for a creep factor of 3.01, which is MiTek recommends that Stabilizers and used to calculate the Vert(CT) deflection perANSI/TPI 1. required cross bracing be installed during LOAD CASE(S) Standard truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=464/0-5-8, (min. 0-1-8), 5=367/ Mechanical, (min. 0-1-8) Max Horiz 2=96 (LC 11) Max Uplift 2=-94 (LC 8), 5=-59 (LC 12) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-746/290, 3-9=-738/304 BOT CHORD 2-11=-149/290, 2-11=-149/290, 2-12=-377/716, 5-12=-377/716 WEBS 3-5=-706/361 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-3-0 to 1-9-0, Interior (1) 1-9-0 to 9-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. Job Truss Truss Type Qty Ply P1-PLAN 4 CC08 Monopitch Supported Gable 1 1 Job Reference (optional) Builder FirstSource, user Scale = 1:39.6 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:35 Page: 1 I D:BtYjElbkZCKCT9Nowdt?jgyw6gV-meOMxOwCLgUxugu IjtXNFto1 kkkwCPScfv_hH9yfilO L -1-3-0 I, 9-3-1 1-3-0 9-3-1 1.5x4 n 312 1.5x4n 2x6 n 1.5x4 n 6 1.5x4 n 5 4 3 ST STI W [V 2 17 U El 8 18 12 19 11 20 10 21 9 22 3x10= 1.5x4n 1.5x4n 2x6n 9-3-1 1.5x4 n 1.5x4 n Plate Offsets (X, Y): [2:0-0-2,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.70 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.06 Horz(CT) -0.02 8 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 37 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-3-0 to 1-9-0, Exterior(2N) 1-9-0 to 9-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss TOP CHORD Structural wood sheathing directly applied or only. For studs exposed to wind (normal to the face), 3-0-14 oc purlins, except end verticals. see Standard Industry Gable End Details as applicable, BOT CHORD Rigid ceiling directly applied or 3-0-9 oc or consult qualified building designer as perANSI/TPI 1. racing. 3) All plates are 1.5x4 MT20 unless otherwise indicated. MiTek recommends that Stabilizers and 4) Gable requires continuous bottom chord bearing. required cross bracing be installed during 5) Gable studs spaced at 1-4-0 oc. truss erection, in accordance with Stabilizer 6) This truss has been designed for a 10.0 psf bottom Installation guide. chord live load nonconcurrent with any other live loads. REACTIONS All bearings 9-3-1. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle (lb) - Max Horiz 2=96 (LC 11), 13=96 (LC 11) 3-06-00 tall by 2-00-00 wide will fit between the bottom Max Uplift All uplift 100 (lb) or less at joint(s) chord and any other members. 10, 11, 12 except 2=-1087 (LC 27), 8) A plate rating reduction of 20% has been applied for the 8=-102 (LC 28), 9=-122 (LC 27), green lumber members. 13=-1087 (LC 27) 9) Provide mechanical connection (by others) of truss to Max Grav All reactions 250 (lb) or less at joint bearing plate capable of withstanding 100 lb uplift at joint (s) 8, 9, 10, 11 except 2=1262 (LC (s) 10, 11, 12 except Qt=lb) 2=1086, 8=102, 9=122, 26), 12=310 (LC 1), 13=1262 (LC 2=1086. 26) 10) This truss is designed in accordance with the 2018 FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 International Building Code section 2306.1 and (lb) or less except when shown. referenced standard ANSI/TPI 1. TOP CHORD 2-3=-4055/4044, 3-4=-2611/2593, 11) This truss has been designed for a moving concentrated 4-5=-1923/1849, 5-6=-1238/1230, load of 6.01b dead located at all mid panels and at all 6-7=-572/564 panel points along the Bottom Chord, nonconcurrent with BOT CHORD 2-17=-1469/1504, 2-17=-1030/1065, any other live loads. 2-18=-3924/3924, 12-18=-3224/3224, 12) This truss has been designed for a total seismic drag 12-19=-2524/2525, 11-19=-2192/2193, load of 4600 lb. Lumber DOL=(1.33) Plate grip DOL= 11-20=-1861/1862, 10-20=-1264/1482, (1.33) Connect truss to resist drag loads along bottom 10-21=-1198/1199, 9-21=-602/602, chord from 0-0-0 to 9-3-1 for 497.1 plf. 9-22=-535/536 13) This truss is designed for a creep factor of 3.01, which is NOTES used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 4 CM01 Monopitch Supported Gable 1 1 Job Reference (optional) Builder FirstSource, user Scale = 1:30.7 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:35 Page: 1 ID:Jr5zKe9SV2bTOyu2dSrc1 Uyff6y-meOMxOwCLgUxuguljtXNFtoAVkt_CKScfv_hH9yfliQ 312 _o N 0-1 -4 1 10x16= 3x6 = 2-5-12 i 7-9-12 2-5-12 54-0 13 11 14 10 15 9 16 8 17 o_ N Plate Offsets (X, Y): [12:0-3-8,0-7-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.12 Vert(TL) n/a n/a 999 BCLL 0.0` Rep Stress Incr NO WB 0.38 Horiz(TL) 0.00 7 n/a n/a BCDL 7.0 Code IBC2018ITP12014 Matrix -MP Weight: 37 lb FT = 20% LUMBER 2) Truss designed for wind loads in the plane of the truss TOP CHORD 2x4 DF No.2 G only. For studs exposed to wind (normal to the face), BOT CHORD 2x4 DF No.2 G see Standard Industry Gable End Details as applicable, WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF or consult qualified building designer as perANSI/TPI 1. Stud G 3) All plates are 1.5x4 MT20 unless otherwise indicated. OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 4) Gable requires continuous bottom chord bearing. Stud G 5) Truss to be fully sheathed from one face or securely BRACING braced against lateral movement (i.e. diagonal web). TOP CHORD Structural woodood sheathing directly applied or 6) Gable studs spaced at 1-4-0 oc. 6-0-0 p, except end verticals. 7) This truss has been designed for a 10.0 psf bottom BOT CHORD Rigid ceiling directly applied or 6-0-0 oc chord live load nonconcurrent with any other live loads. * racing. 8) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle MiTek recommends that Stabilizers and 3-06-00 tall by 2-00-00 wide will fit between the bottom required cross bracing be installed during chord and any other members. truss erection, in accordance with Stabilizer 9) A plate rating reduction of 20% has been applied for the Installation guide. green lumber members. REACTIONS All bearings 7-9-12. 10) Provide mechanical connection (by others) of truss to (lb) -Max Horiz 12=97 (LC 9) bearing plate capable of withstanding 100 lb uplift at joint r less t joint(s) Max Uplift All uplift 100 (lb) or less atjoint(s) (s) 7, 8, 9, 10 except Qt=lb) 12=493, 11=216. 7, 8, 9i 10 except 7, 9,4 (LC 28), 11) This truss is designed in accordance with the 2018 8, (LC 27) International Building Code section 2306.1 and Max Grav All reactions 250 (lb) or less at joint referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated (s) 7, 8, 9, 10 except 11=375 (LC load of 6.01b dead located at all mid panels and at all 25), 12=558 (LC 26) panel points along the Bottom Chord, nonconcurrent with FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 any other live loads. (lb) or less except when shown. 13) This truss has been designed for a total seismic drag TOP CHORD 1-2=-966/958, 2-3=-691/680, 3-4=-512/506, load of 1000 lb. Lumber DOL=(1.33) Plate grip DOL= 4-5=-337/329, 1-12=-544/501 (1.33) Connect truss to resist drag loads along bottom BOT CHORD 11 -1 3=-298/298, 11-14=-664/664, chord from 0-0-0 to 7-9-12 for 128.0 plf. 10-14=-578/578, 10-15=-493/493, 14) This truss is designed for a creep factor of 3.01, which is 9-15=-408/408, 9-16=-322/322 used to calculate the Vert(CT) deflection perANSI/TPI 1. WEBS 1-11=-1001/1001 LOAD CASE(S) Standard NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 2-7-1 to 5-7-1, Exterior(2N) 5-7-1 to 10-1-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Job Truss Truss Type Qty Ply P1-PLAN 4 CM02 Monopitch 2 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:35 Page: 1 ID:?hb29pS4ADHiQ1 SvEHpOgFyff7s-meOMxOwCLgUxugu IjtXN FtoAokmPCN Mcfv_hH9yfIIQ 3-11-5 7-9-12 3-11-5 3-10-7 3 F2 1.5x4 n 4x8 e 1.5x4 n 2 T W - o 1 N W- 0-1 -4 5 4 3x4 = 3x4 = Camber= 1/4 in Scale = 1:34.8 7-9-12 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.17 4-5 >540 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.40 4-5 >224 180 BCLL 0.0* Rep Stress Incr YES WB 0.13 Horz(CT) 0.01 4 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 37 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=308/ Mechanical, (min. 0-1-8), 5=308/ Mechanical, (min. 0-1-8) Max Horiz 5=97 (LC 9) Max Uplift 4=-52 (LC 12), 5=40 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 5-6=-343/367, 4-6=-343/367 WEBS 2-5=-399/247, 2-4=-398/341 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 2-7-1 to 5-7-1, Interior (1) 5-7-1 to 10-1-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 5 and 52 lb uplift at joint 4. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 4 CM03 Monopitch 10 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:35 Page: 1 I D:dQeush4tMslMgSlkOiPywZyw5tX-meOMxOwCLgUxugu IjtXNFtoBlktcCPNcfv_hH9yfIIQ -1-3-0 2-0-0 1-3-0 2-0-0 312 3 2 1- -7 0-3-15.1` 1 0- 15 � � 9 4 2x6 = 0 0 N Scale = 1:37.9 Plate Offsets (X, Y): [2:0-0-10,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.00 4 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.08 Vert(CT) 0.00 4 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 7 lb FT = 20% LUMBER 7) Beveled plate or shim required to provide full bearing TOP CHORD 2x4 DF No.2 G surface with truss chord atjoint(s) 3. BOT CHORD 2x4 DF No.2 G 8) This truss is designed in accordance with the 2018 BRACING International Building Code section 2306.1 and TOP CHORD Structural wood sheathing directly applied or referenced standard ANSI/TPI 1. 2-0-0 oc purlins. 9) This truss has been designed for a moving concentrated BOT CHORD Rigid ceiling directly applied or 6-0-0 oc load of 6.01b dead located at all mid panels and at all racing. panel points along the Bottom Chord, nonconcurrent with any other live loads. MiTek recommends that Stabilizers and 10) This truss has been designed for a total seismic drag required cross bracing be installed during load of 1000 lb. Lumber DOL=(1.33) Plate grip DOL= truss erection, in accordance with Stabilizer (1.33) Connect truss to resist drag loads along bottom Installation guide. chord from 0-0-0 to 2-0-0 for 500.0 plf. REACTIONS (lb/size) 2=193/0-5-8, (min. 0-1-8), 11) This truss is designed for a creep factor of 3.01, which is 3=5510-1-0, (min. 0-1-8) used to calculate the Vert(CT) deflection perANSI/TPI 1. Max Horiz 2=34 (LC 8) LOAD CASE(S) Standard Max Uplift 2=-209 (LC 27), 3=-8 (LC 12) Max Grav 2=349 (LC 26), 3=55 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-520/502 BOT CHORD 2-8=-436/439, 2-9=-448/448 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 209 lb uplift at joint 2 and 8 lb uplift at joint 3. Job Truss Truss Type Qty Ply P1-PLAN 4 CM04 Monopitch Supported Gable 2 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:36 Page: 1 ID:?14wlT9K9WebdHd1 Hb03aXyw5s7-Egak8Mxg6_coWgTUHa3cn4KHy899xscitZjEpcyfliP -1-3-0 2-0-0 1-3-0 2-0-0 3 F2 2x6 = 10 3 � 2 0-9-15 3x4 = Scale = 1:39.5 Plate Offsets (X, Y): [2:0-1-14,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.38 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 7 lb FT = 20% LUMBER 6) * This truss has been designed for a live load of 20.Opsf TOP CHORD 2x4 DF No.2 G on the bottom chord in all areas where a rectangle BOT CHORD 2x4 DF No.2 G 3-06-00 tall by 2-00-00 wide will fit between the bottom BRACING chord and any other members. TOP CHORD Structural wood sheathing directly applied or 7) A plate rating reduction of 20% has been applied for the 2-0-0 pwood. green lumber members. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 8) Provide mechanical connection (by others) of truss to bracin bearing plate capable of withstanding 100 lb uplift at joint (s) 4, 3 except Qt=lb) 2=1156, 2=1156. MiTek recommends that Stabilizers and 9) Beveled plate or shim required to provide full bearing required cross bracing be installed during surface with truss chord atjoint(s) 3. truss erection, in accordance with Stabilizer 10) This truss is designed in accordance with the 2018 Installation guide. International Building Code section 2306.1 and REACTIONS All bearings 2-0-0. referenced standard ANSI/TPI 1. (lb) - Max Horiz 2=34 (LC 8), 5=34 (LC 8) 11) This truss has been designed for a moving concentrated Max Uplift All uplift 100 (lb) or less at joint(s) load of 6.01b dead located at all mid panels and at all 3, 4 except 2=-1156 (LC 27), panel points along the Bottom Chord, nonconcurrent with 5=-1156 (LC 27) any other live loads. Max Grav All reactions 250 (lb) or less at joint re 12) This truss has been designed for a total seismic drag (sl 4 except 2=1297 (LC 26), (s) 3, 4 load of 4600 lb. Lumber DOL=(1.33) Plate grip DOL= (LC 26) (1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-0-0 for 2300.0 plf. FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 13) This truss is designed for a creep factor of 3.01, which is (lb) or less except when shown. used to calculate the Vert(CT) deflection perANSI/TPI 1. TOP CHORD 2-3=-2369/2355 LOAD CASE(S) Standard BOT CHORD 2-9=-2007/2010, 2-9=-276/280, 2-10=-2060/2060, 2-10=-1030/1030 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply P1-PLAN 4 PB01 Blocking 4 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:36 Page: 1 I D:2gdKkMAzk31 CUbajf8D_ZfywSUk-Egak8Mxg6_coWgTUHa3cn4KML8DDxhCltZjEpcyfl IP 1.5x4 n 4x8= 1 2 rn 1 m A 4 5 3 3x10n 7x8= 0 Scale = 1:48.2 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.12 Vert(CT) 0.00 3-4 >999 180 BCLL 0.0* Rep Stress Incr NO WB 0.73 Horz(CT) 0.00 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 19 lb FT = 20% LUMBER 8) This truss is designed in accordance with the 2018 TOP CHORD 2x4 DF No.2 G International Building Code section 2306.1 and BOT CHORD 2x4 DF No.2 G referenced standard ANSI/TPI 1. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 9) This truss has been designed for a moving concentrated Stud G load of 6.01b dead located at all mid panels and at all BRACING panel points along the Bottom Chord, nonconcurrent with TOP CHORD Structural wood sheathing directly applied or any other live loads. 10) This truss has been designed for a total seismic drag 1-10-6 oc purlins. load of 500 plf. Lumber DOL=(1.33) Plate grip DOL= BOT CHORD Rigid ceiling directly applied or 6-0-0 oc (1.33) Connect truss to resist drag loads along bottom racing. chord from 0-0-0 to 1-10-6 for 500.0 plf. MiTek recommends that Stabilizers and 11) This truss is designed for a creep factor of 3.01, which is required cross bracing be installed during used to calculate the Vert(CT) deflection perANSI/TPI 1. truss erection, in accordance with Stabilizer LOAD CASE(S) Standard Installation guide. REACTIONS (lb/size) 3=641 Mechanical, (min. 0-1-8), 4=64/ Mechanical, (min. 0-1-8) Max Uplift 3=-1730 (LC 28), 4=-1730 (LC 27) Max Grav 3=1782 (LC 25), 4=1782 (LC 26) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-705/705 BOT CHORD 4-5=-392/392, 3-5=-705/705 WEBS 1-4=-1771/1736, 1-3=-1917/1917 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1730 lb uplift at joint 4 and 1730 lb uplift at joint 3. Job Truss Truss Type Qty Ply P1-PLAN 4 PB02 Blocking 2 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:36 Page: 1 I D:TbxbCREA057j271dpcod7DywSTM-Egak8Mxg6_coWgTU Ha3cn4KNQ8Edxi8ltZjEpcyfl IP 1.5x4 n 4x8= 2 9 9 453 3x10 n 5x6 = n Scale = 1:48.2 Plate Offsets (X, Y): [3:0-2-0,0-3-4] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.67 Horz(CT) n/a n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 16 lb FT = 20% LUMBER 8) This truss is designed in accordance with the 2018 TOP CHORD 2x4 DF No.2 G International Building Code section 2306.1 and BOT CHORD 2x4 DF No.2 G referenced standard ANSI/TPI 1. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 9) This truss has been designed for a moving concentrated Stud G load of 6.Olb dead located at all mid panels and at all BRACING panel points along the Bottom Chord, nonconcurrent with TOP CHORD Structural wood sheathing directly applied or any other live loads. 10) This truss has been designed for a total seismic drag 1-1-7 oc purlins. load of 500 plf. Lumber DOL=(1.33) Plate grip DOL= BOT CHORD Rigid ceiling directly applied or 6-0-0 oc (1.33) Connect truss to resist drag loads along bottom racing. chord from 0-0-0 to 1-1-7 for 500.0 plf. MiTek recommends that Stabilizers and 11) This truss is designed for a creep factor of 3.01, which is required cross bracing be installed during used to calculate the Vert(CT) deflection perANSI/TPI 1. truss erection, in accordance with Stabilizer LOAD CASE(S) Standard Installation guide. REACTIONS (lb/size) 3=38/ Mechanical, (min. 0-1-8), 4=17/ Mechanical, (min. 0-1-8) Max Uplift 3=-1738 (LC 28), 4=-1743 (LC 27) Max Grav 3=1768 (LC 25), 4=1759 (LC 26) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-302/303 WEBS 1-4=-1756/1748, 1-3=-1773/1766 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1743 lb uplift at joint 4 and 1738 lb uplift at joint 3. Job Truss Truss Type Qty Ply P1-PLAN 4 PB03 Blocking 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:36 Page: 1 I D:7GIGZCPOAvLyB1 DG?U 1 NZgywSRr-Egak8Mxg6_coWgTUHa3cn4Kl HBDDxlyltZjEpcyfl IP 1-10-8 1-10-6 1-10-6 0-0-2 1.5x4 n 3x10= 1 2 1 2- 15 A N a) \ M 4 5 3 3x1011 5x6= 0 Scale = 1:48.2 Plate Offsets (X, Y): [3:0-2-12,0-3-4] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.12 Vert(CT) 0.00 3-4 >999 180 BCLL 0.0* Rep Stress Incr NO WB 0.49 Horz(CT) 0.00 4 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 13 lb FT = 20% LUMBER 7) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 995 lb uplift at joint BOT CHORD 2x4 DF No.2 G 4 and 995 lb uplift at joint 3. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 8) This truss is designed in accordance with the 2018 Stud G International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 9) This truss has been designed for a moving concentrated 1-10-6 oc purlins, except end verticals. load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 6-0-0 oc panel points along the Bottom Chord, nonconcurrent with racing. any other live loads. 10) This truss has been designed for a total seismic drag MiTek recommends that Stabilizers and load of 500 plf. Lumber DOL=(1.33) Plate grip DOL= required cross bracing be installed during (1.33) Connect truss to resist drag loads along bottom truss erection, in accordance with Stabilizer chord from 0-0-0 to 1-10-6 for 500.0 plf. Installation guide. 11) This truss is designed for a creep factor of 3.01, which is REACTIONS (lb/size) 3=65/ Mechanical, (min. 0-1-8), used to calculate the Vert(CT) deflection perANSI/TPI 1. 4=65/ Mechanical, (min. 0-1-8) LOAD CASE(S) Standard Max Horiz 3=-53 (LC 10) Max Uplift 3=-995 (LC 28), 4=-995 (LC 27) Max Grav 3=1048 (LC 25), 4=1048 (LC 26) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-1037/1002, 1-2=-710/710 BOT CHORD 4-5=-395/395, 3-5=-710/710 WEBS 1-3=-1286/1286 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. Job Truss Truss Type Qty Ply P1-PLAN 4 PB03A Blocking 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:36 Page: 1 ID:7GIGZCPOAvLyB1 DG?U1 NZgywSRr-Egak8Mxg6_coWgTUHa3cn4KIH8DWxlQltZjEpcyfliP 1.5x4 n 3x10= 1 2 WI W 2- 15 4 3 5 3x10 n 5x6= Scale = 1:42.4 I Plate Offsets (X, Y): [3:0-3-0,0-1-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.10 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.46 Horz(CT) 0.00 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 12 lb FT = 20% LUMBER 7) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 998 lb uplift at joint BOT CHORD 2x4 DF No.2 G 4 and 998 lb uplift at joint 3. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 8) This truss is designed in accordance with the 2018 Stud G International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 9) This truss has been designed for a moving concentrated 1-7-6 oc purlins, except end verticals. load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 6-0-0 oc panel points along the Bottom Chord, nonconcurrent with racing. any other live loads. 10) This truss has been designed for a total seismic drag MiTek recommends that Stabilizers and load of 500 plf. Lumber DOL=(1.33) Plate grip DOL= required cross bracing be installed during (1.33) Connect truss to resist drag loads along bottom truss erection, in accordance with Stabilizer chord from 0-0-0 to 1-7-6 for 500.0 plf. Installation guide. 11) This truss is designed for a creep factor of 3.01, which is REACTIONS (lb/size) 3=54/ Mechanical, (min. 0-1-8), used to calculate the Vert(CT) deflection perANSI/TPI 1. 4=54/ Mechanical, (min. 0-1-8) LOAD CASE(S) Standard Max Horiz 4=71 (LC 9) Max Uplift 3=-998 (LC 28), 4=-998 (LC 27) Max Grav 3=1043 (LC 25), 4=1043 (LC 26) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-1033/1004, 1-2=-593/593 BOT CHORD 4-5=-329/329, 3-5=-593/593 WEBS 1-3=-1210/1210 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. Job Truss Truss Type Qty Ply P1-PLAN 4 PB03B Blocking 1 1 Job Reference (optional) Builder FirstSource, user Scale = 1:27.6 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:36 Page: 1 ID:7GIGZCPOAvLyB1 DG?U 1 NZgywSRr-Egak8Mxg6_coWgTUHa3cn4K118CGxkjltZjEpcyfliP 2-5-14 3x10 = 1.5x4 n 1 2 Ti W1 W1 2- 15 4 3 5 6 3x10n 5x6= li 2-5-14 i Plate Offsets (X, Y): [3:0-2-4,0-1-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.00 3-4 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.18 Vert(CT) 0.00 3-4 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.57 Horz(CT) 0.00 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 15 lb FT = 20% LUMBER 7) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 987 lb uplift at joint BOT CHORD 2x4 DF No.2 G 4 and 987 lb uplift at joint 3. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 8) This truss is designed in accordance with the 2018 Stud G International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 9) This truss has been designed for a moving concentrated 2-5-14 oc purlins, except end verticals. load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 6-0-0 oc panel points along the Bottom Chord, nonconcurrent with racing. any other live loads. 10) This truss has been designed for a total seismic drag MiTek recommends that Stabilizers and load of 500 plf. Lumber DOL=(1.33) Plate grip DOL= required cross bracing be installed during (1.33) Connect truss to resist drag loads along bottom truss erection, in accordance with Stabilizer chord from 0-0-0 to 1-10-6 for 667.6 plf. Installation guide. 11) This truss is designed for a creep factor of 3.01, which is REACTIONS (lb/size) 3=90/ Mechanical, (min. 0-1-8), used to calculate the Vert(CT) deflection perANSI/TPI 1. 4=90/ Mechanical, (min. 0-1-8) LOAD CASE(S) Standard Max Horiz 4=71 (LC 9) Max Uplift 3=-987 (LC 28), 4=-987 (LC 27) Max Grav 3=1061 (LC 25), 4=1061 (LC 26) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-1046/997, 1-2=-987/987 BOT CHORD 4-5=-683/683, 5-6=-683/683, 3-6=-1096/1096 WEBS 1-3=-1494/1494 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. Job Truss Truss Type Qty Ply P1-PLAN 4 PB04 Blocking 2 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:36 Page: 1 ID:tz98XYoucjbTnVSkWdsf6vywS7z-Egak8Mxg6_coWgTU Ha3cn4KKc8E9xoEltZjEpcyfl IP 1.5x4 n 3x6 = 1 2 W 1- -3 4 5 2x6 n Scale = 1:38.5 6x8= Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.06 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.28 Horz(CT) n/a n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 7 lb FT = 20% LUMBER 7) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 598 lb uplift at joint BOT CHORD 2x4 DF No.2 G 4 and 598 lb uplift at joint 3. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 8) This truss is designed in accordance with the 2018 Stud G International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 9) This truss has been designed for a moving concentrated 1-1-7 oc purlins, except end verticals. load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 6-0-0 oc panel points along the Bottom Chord, nonconcurrent with racing. any other live loads. 10) This truss has been designed for a total seismic drag MiTek recommends that Stabilizers and load of 500 plf. Lumber DOL=(1.33) Plate grip DOL= required cross bracing be installed during (1.33) Connect truss to resist drag loads along bottom truss erection, in accordance with Stabilizer chord from 0-0-0 to 1-1-7 for 500.0 plf. Installation guide. 11) This truss is designed for a creep factor of 3.01, which is REACTIONS (lb/size) 3=341 Mechanical, (min. 0-1-8), used to calculate the Vert(CT) deflection perANSI/TPI 1. 4=34/ Mechanical, (min. 0-1-8) LOAD CASE(S) Standard Max Horiz 4=-43 (LC 8) Max Uplift 3=-598 (LC 28), 4=-598 (LC 27) Max Grav 3=626 (LC 25), 4=626 (LC 26) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-620/601, 1-2=-369/369 BOT CHORD 3-5=-369/369 WEBS 1-3=-734/734 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. Job Truss Truss Type Qty Ply P1-PLAN 4 PB05 Blocking 4 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:37 Page: 1 I D: WCnznP7moWY03uAzEtsXr5ywS8r-i176LhxTtllf7_2grlarKltV MYZSgExv6DTOL2yfllO 1.5x4 n 3x10= 1 2 W W 1- -3 4 3 5 2x6 n 6x8 = 0 Scale = 1:38.5 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.12 Vert(CT) 0.00 3-4 >999 180 BCLL 0.0* Rep Stress Incr NO WB 0.38 Horz(CT) 0.00 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 10 lb FT = 20% LUMBER 7) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 589 lb uplift at joint BOT CHORD 2x4 DF No.2 G 4 and 589 lb uplift at joint 3. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 8) This truss is designed in accordance with the 2018 Stud G International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 9) This truss has been designed for a moving concentrated 1-10-6 oc purlins, except end verticals. load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 6-0-0 oc panel points along the Bottom Chord, nonconcurrent with racing. any other live loads. 10) This truss has been designed for a total seismic drag MiTek recommends that Stabilizers and load of 500 plf. Lumber DOL=(1.33) Plate grip DOL= required cross bracing be installed during (1.33) Connect truss to resist drag loads along bottom truss erection, in accordance with Stabilizer chord from 0-0-0 to 1-10-6 for 500.0 plf. Installation guide. 11) This truss is designed for a creep factor of 3.01, which is REACTIONS (lb/size) 3=641 Mechanical, (min. 0-1-8), used to calculate the Vert(CT) deflection perANSI/TPI 1. 4=64/ Mechanical, (min. 0-1-8) LOAD CASE(S) Standard Max Horiz 4=-43 (LC 8) Max Uplift 3=-589 (LC 28), 4=-589 (LC 27) Max Grav 3=641 (LC 25), 4=641 (LC 26) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-630/595, 1-2=-705/705 BOT CHORD 4-5=-392/392, 3-5=-705/705 WEBS 1-3=-992/992 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. Job Truss Truss Type Qty Ply P1-PLAN 4 PB06 Blocking 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:37 Page: 1 I D:eB_6cP Rpg3 V?_N MCSGTgexywRAT-i 176LhxTtl If7_2g rla rKItTAYYIgC2v6 DTOL2yfl IO N 1.5x4 n 3x10= 1 2 W W 2-3-7 4 13 5 3x10n Scale = 1:42.2 5x6= Plate Offsets (X, Y): [3:0-2-8,0-1-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.13 Vert(CT) 0.00 3-4 >999 180 BCLL 0.0* Rep Stress Incr NO WB 0.50 Horz(CT) 0.00 4 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 13 lb FT = 20% LUMBER 7) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 972 lb uplift at joint BOT CHORD 2x4 DF No.2 G 4 and 972 lb uplift at joint 3. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 8) This truss is designed in accordance with the 2018 Stud G International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 9) This truss has been designed for a moving concentrated 2-0-6 oc purlins, except end verticals. load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 6-0-0 oc panel points along the Bottom Chord, nonconcurrent with racing. any other live loads. 10) This truss has been designed for a total seismic drag MiTek recommends that Stabilizers and load of 500 plf. Lumber DOL=(1.33) Plate grip DOL= required cross bracing be installed during (1.33) Connect truss to resist drag loads along bottom truss erection, in accordance with Stabilizer chord from 0-0-0 to 2-0-6 for 500.0 plf. Installation guide. 11) This truss is designed for a creep factor of 3.01, which is REACTIONS (lb/size) 3=71/ Mechanical, (min. 0-1-8), used to calculate the Vert(CT) deflection perANSI/TPI 1. 4=711 Mechanical, (min. 0-1-8) LOAD CASE(S) Standard Max Horiz 3=-69 (LC 10) Max Uplift 3=-972 (LC 28), 4=-972 (LC 27) Max Grav 3=1031 (LC 25), 4=1031 (LC 26) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-1018/980, 1-2=-780/780 BOT CHORD 4-5=-434/434, 3-5=-780/780 WEBS 1-3=-1319/1319 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. Job Truss Truss Type Qty Ply P1-PLAN 4 PB07 Blocking 2 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:37 Page: 1 ID:iOvcw2RMYeJ?KCYlyfrC3gywR1 R-i 176LhxTtllf7_2grlarKltTAYZSgCNv6DTOL2yfllO 3x10n Scale = 1:42.2 1.5x4 n 5x6 = Plate Offsets (X, Y): [3:0-3-0,0-1-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.12 Vert(CT) 0.00 3-4 >999 180 BCLL 0.0* Rep Stress Incr NO WB 0.48 Horz(CT) 0.00 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 13 lb FT = 20% LUMBER 7) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 974 lb uplift at joint BOT CHORD 2x4 DF No.2 G 4 and 974 lb uplift at joint 3. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 8) This truss is designed in accordance with the 2018 Stud G International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 9) This truss has been designed for a moving concentrated 1-10-6 oc purlins, except end verticals. load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 6-0-0 oc panel points along the Bottom Chord, nonconcurrent with racing. any other live loads. 10) This truss has been designed for a total seismic drag MiTek recommends that Stabilizers and load of 500 plf. Lumber DOL=(1.33) Plate grip DOL= required cross bracing be installed during (1.33) Connect truss to resist drag loads along bottom truss erection, in accordance with Stabilizer chord from 0-0-0 to 1-10-6 for 500.0 plf. Installation guide. 11) This truss is designed for a creep factor of 3.01, which is REACTIONS (lb/size) 3=64/ Mechanical, (min. 0-1-8), used to calculate the Vert(CT) deflection perANSI/TPI 1. 4=64/ Mechanical, (min. 0-1-8) LOAD CASE(S) Standard Max Horiz 4=-69 (LC 8) Max Uplift 3=-974 (LC 28), 4=-974 (LC 27) Max Grav 3=1027 (LC 25), 4=1027 (LC 26) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-1016/981, 1-2=-705/705 BOT CHORD 4-5=-392/392, 3-5=-705/705 WEBS 1-3=-1266/1266 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. Job Truss Truss Type Qty Ply P1-PLAN 4 PB08 Blocking 3 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:37 Page: 1 I D:Xu 1 v6087H_mNvgj_oCcQl4ywRG0-i 176LhxTtllf7_2grlarKltQMYYlg9jv6DTOL2yfllO N 1.5x4 n 4x8 = 1 2 N cn 4 3 5 3x10n 5x6 = Scale = 1:45.6 Plate Offsets (X, Y): [3:0-2-0,0-1-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.13 Vert(CT) 0.00 3-4 >999 180 BCLL 0.0* Rep Stress Incr NO WB 0.65 Horz(CT) 0.00 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 17 lb FT = 20% LUMBER 7) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 1446 lb uplift at BOT CHORD 2x4 DF No.2 G joint 4 and 1446 lb uplift at joint 3. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 8) This truss is designed in accordance with the 2018 Stud G International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 9) This truss has been designed for a moving concentrated 2-0-6 oc purlins, except end verticals. load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 6-0-0 oc panel points along the Bottom Chord, nonconcurrent with racing. any other live loads. 10) This truss has been designed for a total seismic drag MiTek recommends that Stabilizers and load of 500 plf. Lumber DOL=(1.33) Plate grip DOL= required cross bracing be installed during (1.33) Connect truss to resist drag loads along bottom truss erection, in accordance with Stabilizer chord from 0-0-0 to 2-0-6 for 500.0 plf. Installation guide. 11) This truss is designed for a creep factor of 3.01, which is REACTIONS (lb/size) 3=71/ Mechanical, (min. 0-1-8), used to calculate the Vert(CT) deflection perANSI/TPI 1. 4=711 Mechanical, (min. 0-1-8) LOAD CASE(S) Standard Max Horiz 4=-103 (LC 8) Max Uplift 3=-1446 (LC 28), 4=-1446 (LC 27) Max Grav 3=1504 (LC 25), 4=1504 (LC 26) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-1492/1453, 1-2=-780/780 BOT CHORD 4-5=-434/434, 3-5=-780/780 WEBS 1-3=-1705/1705 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. Job Truss Truss Type Qty Ply P1-PLAN 4 PB09 Blocking 3 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:37 Page: 1 I D:CeW HkRBdQhYzCBghyM36xsywRDR-i 176LhxTtllf7_2grlarKltQCYZSgAtv6DTOL2yfllO 1.5x4 n 4x8= 1 2 N M 4 3 5 3x10n 5x6= Scale = 1:45.8 Plate Offsets (X, Y): [3:0-2-0,0-1-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.12 Vert(CT) 0.00 3-4 >999 180 BCLL 0.0* Rep Stress Incr NO WB 0.64 Horz(CT) 0.00 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 16 lb FT = 20% LUMBER 7) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 1448 lb uplift at BOT CHORD 2x4 DF No.2 G joint 4 and 1448 lb uplift at joint 3. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 8) This truss is designed in accordance with the 2018 Stud G International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 9) This truss has been designed for a moving concentrated 1-10-6 oc purlins, except end verticals. load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 6-0-0 oc panel points along the Bottom Chord, nonconcurrent with racing. any other live loads. 10) This truss has been designed for a total seismic drag MiTek recommends that Stabilizers and load of 500 plf. Lumber DOL=(1.33) Plate grip DOL= required cross bracing be installed during (1.33) Connect truss to resist drag loads along bottom truss erection, in accordance with Stabilizer chord from 0-0-0 to 1-10-6 for 500.0 plf. Installation guide. 11) This truss is designed for a creep factor of 3.01, which is REACTIONS (lb/size) 3=64/ Mechanical, (min. 0-1-8), used to calculate the Vert(CT) deflection perANSI/TPI 1. 4=64/ Mechanical, (min. 0-1-8) LOAD CASE(S) Standard Max Horiz 4=-103 (LC 8) Max Uplift 3=-1448 (LC 28), 4=-1448 (LC 27) Max Grav 3=1501 (LC 25), 4=1501 (LC 26) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-1490/1455, 1-2=-705/705 BOT CHORD 4-5=-392/392, 3-5=-705/705 WEBS 1-3=-1664/1664 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. Job Truss Truss Type Qty Ply P1-PLAN 4 PB10 Blocking 3 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:37 Page: 1 ID:KV RKlyK5Lov3yFKXixg5vXywRBv-i 176LhxTtllf7_2grlarKltQCYZSgAtv6DTOL2yfllO 1.5x4 n 4x8= 1 2 N M 41 3 5 3x10n 5x6= Scale = 1:45.8 Plate Offsets (X, Y): [3:0-2-0,0-1-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.12 Vert(CT) 0.00 3-4 >999 180 BCLL 0.0* Rep Stress Incr NO WB 0.64 Horz(CT) 0.00 4 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 16 lb FT = 20% LUMBER 7) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 1448 lb uplift at BOT CHORD 2x4 DF No.2 G joint 4 and 1448 lb uplift at joint 3. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 8) This truss is designed in accordance with the 2018 Stud G International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 9) This truss has been designed for a moving concentrated 1-10-6 oc purlins, except end verticals. load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 6-0-0 oc panel points along the Bottom Chord, nonconcurrent with racing. any other live loads. 10) This truss has been designed for a total seismic drag MiTek recommends that Stabilizers and load of 500 plf. Lumber DOL=(1.33) Plate grip DOL= required cross bracing be installed during (1.33) Connect truss to resist drag loads along bottom truss erection, in accordance with Stabilizer chord from 0-0-0 to 1-10-6 for 500.0 plf. Installation guide. 11) This truss is designed for a creep factor of 3.01, which is REACTIONS (lb/size) 3=64/0-3-15, (min. 0-1-10), 4=64/ used to calculate the Vert(CT) deflection perANSI/TPI 1. Mechanical, (min. 0-1-8) LOAD CASE(S) Standard Max Horiz 3=-103 (LC 8) Max Uplift 3=-1448 (LC 28), 4=-1448 (LC 27) Max Grav 3=1501 (LC 25), 4=1501 (LC 26) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-1490/1455, 1-2=-705/705 BOT CHORD 4-5=-392/392, 3-5=-705/705 WEBS 1-3=-1664/1664 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. Job Truss Truss Type Qty Ply P1-PLAN 4 PB11 Blocking 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:37 Page: 1 I D:38LF5sb9e3v5Hp3Oj3ywPBywRTe-i 176LhxTtllf7_2grlarKltStYYIgBIv6DTOL2yfllO �_A N 1.5x4 n 3x10= 1 2 W W N 4 3 5 3x10n 5x6 = co 0 N Scale = 1:42.6 Plate Offsets (X, Y): [3:0-2-8,0-1-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.13 Vert(CT) 0.00 3-4 >999 180 BCLL 0.0* Rep Stress Incr NO WB 0.52 Horz(CT) 0.00 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 14 lb FT = 20% LUMBER 7) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 1025 lb uplift at BOT CHORD 2x4 DF No.2 G joint 4 and 1025 lb uplift at joint 3. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 8) This truss is designed in accordance with the 2018 Stud G International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 9) This truss has been designed for a moving concentrated 2-0-6 oc purlins, except end verticals. load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 6-0-0 oc panel points along the Bottom Chord, nonconcurrent with racing. any other live loads. 10) This truss has been designed for a total seismic drag MiTek recommends that Stabilizers and load of 500 plf. Lumber DOL=(1.33) Plate grip DOL= required cross bracing be installed during (1.33) Connect truss to resist drag loads along bottom truss erection, in accordance with Stabilizer chord from 0-0-0 to 2-0-6 for 500.0 plf. Installation guide. 11) This truss is designed for a creep factor of 3.01, which is REACTIONS (lb/size) 3=71/ Mechanical, (min. 0-1-8), used to calculate the Vert(CT) deflection perANSI/TPI 1. 4=71/ Mechanical, (min. 0-1-8) LOAD CASE(S) Standard Max Horiz 4=-73 (LC 8) Max Uplift 3=-1025 (LC 28), 4=-1025 (LC 27) Max Grav 3=1084 (LC 25), 4=1084 (LC 26) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-1072/1033, 1-2=-780/780 BOT CHORD 4-5=-434/434, 3-5=-780/780 WEBS 1-3=-1360/1360 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. Job Truss Truss Type Qty Ply P1-PLAN 4 PB12 Blocking 5 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:38 Page: 1 I D: V9nEgBT?u?Zz?o_NrgmWj4ywRRC-ADhUZ1 y5dbtWl8ctO?54sV PddxvhPfl2LtCLuUyHIN 1.5x4 n 3x10n 5x6 = 0 Scale = 1:42.6 Plate Offsets (X, Y): [3:0-2-12,0-1-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.12 Vert(CT) 0.00 3-4 >999 180 BCLL 0.0* Rep Stress Incr NO WB 0.50 Horz(CT) 0.00 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 13 lb FT = 20% LUMBER 7) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 1028 lb uplift at BOT CHORD 2x4 DF No.2 G joint 4 and 1028 lb uplift at joint 3. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 8) This truss is designed in accordance with the 2018 Stud G International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 9) This truss has been designed for a moving concentrated 1-10-6 oc purlins, except end verticals. load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 6-0-0 oc panel points along the Bottom Chord, nonconcurrent with racing. any other live loads. 10) This truss has been designed for a total seismic drag MiTek recommends that Stabilizers and load of 500 plf. Lumber DOL=(1.33) Plate grip DOL= required cross bracing be installed during (1.33) Connect truss to resist drag loads along bottom truss erection, in accordance with Stabilizer chord from 0-0-0 to 1-10-6 for 500.0 plf. Installation guide. 11) This truss is designed for a creep factor of 3.01, which is REACTIONS (lb/size) 3=64/ Mechanical, (min. 0-1-8), used to calculate the Vert(CT) deflection perANSI/TPI 1. 4=641 Mechanical, (min. 0-1-8) LOAD CASE(S) Standard Max Horiz 4=-73 (LC 8) Max Uplift 3=-1028 (LC 28), 4=-1028 (LC 27) Max Grav 3=1080 (LC 25), 4=1080 (LC 26) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-1069/1034, 1-2=-705/705 BOT CHORD 4-5=-392/392, 3-5=-705/705 WEBS 1-3=-1308/1308 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. Job Truss Truss Type Qty Ply P1-PLAN 4 PB13 Blocking 3 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:38 Page: 1 ID:2gU61_W05wr_nmPrFq 184jywROZ-ADhUZ1 y5dbtWl8ctO?54sV PdSxvhPfl2LtCLuUyHIN 1.5x4 n 3x10= 1 2 VVI W N 4 3 5 3x10n 5x6 = 0 Scale = 1:42.6 Plate Offsets (X, Y): [3:0-2-12,0-1-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.12 Vert(CT) 0.00 3-4 >999 180 BCLL 0.0* Rep Stress Incr NO WB 0.50 Horz(CT) 0.00 4 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 13 lb FT = 20% LUMBER 7) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 1028 lb uplift at BOT CHORD 2x4 DF No.2 G joint 4 and 1028 lb uplift at joint 3. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 8) This truss is designed in accordance with the 2018 Stud G International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 9) This truss has been designed for a moving concentrated 1-10-6 oc purlins, except end verticals. load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 6-0-0 oc panel points along the Bottom Chord, nonconcurrent with racing. any other live loads. 10) This truss has been designed for a total seismic drag MiTek recommends that Stabilizers and load of 500 plf. Lumber DOL=(1.33) Plate grip DOL= required cross bracing be installed during (1.33) Connect truss to resist drag loads along bottom truss erection, in accordance with Stabilizer chord from 0-0-0 to 1-10-6 for 500.0 plf. Installation guide. 11) This truss is designed for a creep factor of 3.01, which is REACTIONS (lb/size) 3=64/0-3-15, (min. 0-1-8), 4=64/ used to calculate the Vert(CT) deflection perANSI/TPI 1. Mechanical, (min. 0-1-8) LOAD CASE(S) Standard Max Horiz 3=-73 (LC 8) Max Uplift 3=-1028 (LC 28), 4=-1028 (LC 27) Max Grav 3=1080 (LC 25), 4=1080 (LC 26) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-1069/1034, 1-2=-705/705 BOT CHORD 4-5=-392/392, 3-5=-705/705 WEBS 1-3=-1308/1308 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. Job Truss Truss Type Qty Ply P1-PLAN 4 PB14 Blocking 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:38 Page: 1 ID:6VgO64mvaAflAkeXOYPo6cywESe-ADhUZ1y5dbtWl8ctO?54sVPddxuXPe?2LtCLuUyflIN I I N 3x10n Scale = 1:42.5 1.5x4 n 5x6 = Plate Offsets (X, Y): [3:0-2-8,0-1-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.13 Vert(CT) 0.00 3-4 >999 180 BCLL 0.0* Rep Stress Incr NO WB 0.52 Horz(CT) 0.00 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 14 lb FT = 20% LUMBER 7) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 1016 lb uplift at BOT CHORD 2x4 DF No.2 G joint 4 and 1016 lb uplift at joint 3. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 8) This truss is designed in accordance with the 2018 Stud G International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 9) This truss has been designed for a moving concentrated 2-0-5 oc purlins, except end verticals. load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 6-0-0 oc panel points along the Bottom Chord, nonconcurrent with racing. any other live loads. 10) This truss has been designed for a total seismic drag MiTek recommends that Stabilizers and load of 500 plf. Lumber DOL=(1.33) Plate grip DOL= required cross bracing be installed during (1.33) Connect truss to resist drag loads along bottom truss erection, in accordance with Stabilizer chord from 0-0-0 to 2-0-5 for 500.0 plf. Installation guide. 11) This truss is designed for a creep factor of 3.01, which is REACTIONS (lb/size) 3=71/ Mechanical, (min. 0-1-8), used to calculate the Vert(CT) deflection perANSI/TPI 1. 4=711 Mechanical, (min. 0-1-8) LOAD CASE(S) Standard Max Horiz 4=-73 (LC 8) Max Uplift 3=-1016 (LC 28), 4=-1016 (LC 27) Max Grav 3=1074 (LC 25), 4=1074 (LC 26) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-1062/1023, 1-2=-779/779 BOT CHORD 4-5=-433/433, 3-5=-779/779 WEBS 1-3=-1351/1351 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. Job Truss Truss Type Qty Ply P1-PLAN 4 PB15 Blocking 2 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:38 Page: 1 ID:HQPg7H Wo_DTydGNRQZXKchywERg-ADhUZ1 ySdbtWl8ctO?54sV PddxvhPfl2LtCLuUyHIN 1.5x4 n 3x10= 1 2 W W 2- -7 4 3 5 3x10 n Scale = 1:42.5 5x6= Plate Offsets (X, Y): [3:0-2-12,0-1-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.12 Vert(CT) 0.00 3-4 >999 180 BCLL 0.0* Rep Stress Incr NO WB 0.50 Horz(CT) 0.00 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 13 lb FT = 20% LUMBER 7) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 1018 lb uplift at BOT CHORD 2x4 DF No.2 G joint 4 and 1018 lb uplift at joint 3. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 8) This truss is designed in accordance with the 2018 Stud G International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 9) This truss has been designed for a moving concentrated 1-10-6 oc purlins, except end verticals. load of 6.Olb dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 6-0-0 oc panel points along the Bottom Chord, nonconcurrent with racing. any other live loads. 10) This truss has been designed for a total seismic drag MiTek recommends that Stabilizers and load of 500 plf. Lumber DOL=(1.33) Plate grip DOL= required cross bracing be installed during (1.33) Connect truss to resist drag loads along bottom truss erection, in accordance with Stabilizer chord from 0-0-0 to 1-10-6 for 500.0 plf. Installation guide. 11) This truss is designed for a creep factor of 3.01, which is REACTIONS (lb/size) 3=64/ Mechanical, (min. 0-1-8), used to calculate the Vert(CT) deflection perANSI/TPI 1. 4=64/ Mechanical, (min. 0-1-8) LOAD CASE(S) Standard Max Horiz 4=-73 (LC 8) Max Uplift 3=-1018 (LC 28), 4=-1018 (LC 27) Max Grav 3=1071 (LC 25), 4=1071 (LC 26) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-1060/1024, 1-2=-705/705 BOT CHORD 4-5=-392/392, 3-5=-705/705 WEBS 1-3=-1300/1300 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. Job Truss Truss Type Qty Ply P1-PLAN 4 PB16 Blocking 2 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:38 Page: 1 ID:iEV5eZYAiECIMoS9b9S6oiywEJu-ADhUZ1y5dbtWl8ctO?54sVPbyxvhPd72LtCLuUyHIN I � I 1.5x4 n 48= 1 2 0 U) w1 4 3 5 3x10n 5x6 = <o 0 Scale = 1:46 Plate Offsets (X, Y): [3:0-2-0,0-1-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.12 Vert(CT) 0.00 3-4 >999 180 BCLL 0.0* Rep Stress Incr NO WB 0.64 Horz(CT) 0.00 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 17 lb FT = 20% LUMBER 7) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 1471 lb uplift at BOT CHORD 2x4 DF No.2 G joint 4 and 1471 lb uplift at joint 3. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 8) This truss is designed in accordance with the 2018 Stud G International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 9) This truss has been designed for a moving concentrated 1-10-6 oc purlins, except end verticals. load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 6-0-0 oc panel points along the Bottom Chord, nonconcurrent with racing. any other live loads. 10) This truss has been designed for a total seismic drag MiTek recommends that Stabilizers and load of 500 plf. Lumber DOL=(1.33) Plate grip DOL= required cross bracing be installed during (1.33) Connect truss to resist drag loads along bottom truss erection, in accordance with Stabilizer chord from 0-0-0 to 1-10-6 for 500.0 plf. Installation guide. 11) This truss is designed for a creep factor of 3.01, which is REACTIONS (lb/size) 3=64/ Mechanical, (min. 0-1-8), used to calculate the Vert(CT) deflection perANSI/TPI 1. 4=64/ Mechanical, (min. 0-1-8) LOAD CASE(S) Standard Max Horiz 4=104 (LC 9) Max Uplift 3=-1471 (LC 28), 4=-1471 (LC 27) Max Grav 3=1523 (LC 25), 4=1523 (LC 26) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-1512/1477, 1-2=-705/705 BOT CHORD 4-5=-392/392, 3-5=-705/705 WEBS 1-3=-1684/1684 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. Job Truss Truss Type Qty Ply P1-PLAN 4 PB17 Blocking 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:38 Page: 1 I D:3?uGOiDI WRGL40kwtvTF3WywEJO-ADhUZ1 ySdbtWl8ctO?54sVPgRxwPPIt2LtCLuUyHIN 1.5x4 n 1.5x4 n 3x4= Scale = 1:44.1 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.08 Horz(CT) n/a n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 15 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING TOP CHORD Structural wood sheathing directly applied or 1-6-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=50/ Mechanical, (min. 0-1-8), 4=50/ Mechanical, (min. 0-1-8) Max Horiz 3=-104 (LC 8) Max Uplift 3=-134 (LC 9), 4=-134 (LC 8) Max Grav 3=136 (LC 10), 4=136 (LC 11) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-253/279 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 134 lb uplift at joint 4 and 134 lb uplift at joint 3. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 10) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 4 PB18 Blocking 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:38 Page: 1 ID:43hfnsfuY58g4Hc_aFwtfHywBn3-ADhUZ1 y5dbtWl8ctO?54sV PhlxvrPhK2LtCLuUyHIN 1.5x4 n 3x10= 1 2 W W 1- -0 4 3 5 2x6 n 6x8 = T 0 Scale = 1:38.1 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.00 3-4 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.37 Horz(CT) 0.00 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 9 lb FT = 20% LUMBER 7) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 540 lb uplift at joint BOT CHORD 2x4 DF No.2 G 4 and 540 lb uplift at joint 3. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 8) This truss is designed in accordance with the 2018 Stud G International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 9) This truss has been designed for a moving concentrated 1-10-6 oc purlins, except end verticals. load of 6.Olb dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 6-0-0 oc panel points along the Bottom Chord, nonconcurrent with racing. any other live loads. 10) This truss has been designed for a total seismic drag MiTek recommends that Stabilizers and load of 500 plf. Lumber DOL=(1.33) Plate grip DOL= required cross bracing be installed during (1.33) Connect truss to resist drag loads along bottom truss erection, in accordance with Stabilizer chord from 0-0-0 to 1-10-6 for 500.0 plf. Installation guide. 11) This truss is designed for a creep factor of 3.01, which is REACTIONS (lb/size) 3=641 Mechanical, (min. 0-1-8), used to calculate the Vert(CT) deflection perANSI/TPI 1. 4=64/ Mechanical, (min. 0-1-8) LOAD CASE(S) Standard Max Horiz 4=39 (LC 11) Max Uplift 3=-540 (LC 28), 4=-540 (LC 27) Max Grav 3=593 (LC 25), 4=593 (LC 26) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-582/547, 1-2=-705/705 BOT CHORD 4-5=-392/392, 3-5=-705/705 WEBS 1-3=-963/963 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. Job Truss Truss Type Qty Ply P1-PLAN 4 PB19 Blocking 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:39 Page: 1 I D:1 VgNS4LWhfJa?C1 vl IM 14fywB6t-ePFtmNzjOv?NNHB3yjcJ PjyrALFD88CBaXyuQwyfl IM I � I 1.5x4 n 3x6 = 1 2 W ._ W 1- -0 4 3 5 2x6 n 6x8 = Scale = 1:38.1 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.10 Vert(CT) n/a n/a 999 BCLL 0.0* Rep Stress Incr NO WB 0.33 Horz(CT) 0.00 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 8 lb FT = 20% LUMBER 7) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 543 lb uplift at joint BOT CHORD 2x4 DF No.2 G 4 and 543 lb uplift at joint 3. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 8) This truss is designed in accordance with the 2018 Stud G International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 9) This truss has been designed for a moving concentrated 1-7-6 oc purlins, except end verticals. load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 6-0-0 oc panel points along the Bottom Chord, nonconcurrent with racing. any other live loads. 10) This truss has been designed for a total seismic drag MiTek recommends that Stabilizers and load of 500 plf. Lumber DOL=(1.33) Plate grip DOL= required cross bracing be installed during (1.33) Connect truss to resist drag loads along bottom truss erection, in accordance with Stabilizer chord from 0-0-0 to 1-7-6 for 500.0 plf. Installation guide. 11) This truss is designed for a creep factor of 3.01, which is REACTIONS (lb/size) 3=54/ Mechanical, (min. 0-1-8), used to calculate the Vert(CT) deflection perANSI/TPI 1. 4=54/ Mechanical, (min. 0-1-8) LOAD CASE(S) Standard Max Horiz 4=39 (LC 11) Max Uplift 3=-543 (LC 28), 4=-543 (LC 27) Max Grav 3=588 (LC 25), 4=588 (LC 26) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-578/549, 1-2=-593/593 BOT CHORD 4-5=-329/329, 3-5=-593/593 WEBS 1-3=-865/865 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. Job Truss Truss Type Qty Ply P1-PLAN 4 PB20 Blocking 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:39 Page: 1 ID:5BpKJf8v8xdCwL3bc9YWmaywB5r-ePFtmNzj0v?NNHB3yjcJPjyrALE7861 BaXyuQwyFIIM 2-5-14 3x10 = 1.5x4 u T1 W1 W2 1- -0 B1 4 3 5 2x6 n 6x8 = Scale = 1:24.3 2-5-14 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.00 3-4 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.17 Vert(CT) 0.00 3-4 >999 180 BCLL 0.0* Rep Stress Incr NO WB 0.47 Horz(CT) 0.00 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 12 lb FT = 20% LUMBER 7) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 DF No.2 G bearing plate capable of withstanding 532 lb uplift at joint BOT CHORD 2x4 DF No.2 G 4 and 532 lb uplift at joint 3. WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF 8) This truss is designed in accordance with the 2018 Stud G International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 9) This truss has been designed for a moving concentrated 2-5-14 oc purlins, except end verticals. load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 6-0-0 oc panel points along the Bottom Chord, nonconcurrent with racing. any other live loads. 10) This truss has been designed for a total seismic drag MiTek recommends that Stabilizers and load of 500 plf. Lumber DOL=(1.33) Plate grip DOL= required cross bracing be installed during (1.33) Connect truss to resist drag loads along bottom truss erection, in accordance with Stabilizer chord from 0-0-0 to 2-5-14 for 500.0 plf. Installation guide. 11) This truss is designed for a creep factor of 3.01, which is REACTIONS (lb/size) 3=90/ Mechanical, (min. 0-1-8), used to calculate the Vert(CT) deflection perANSI/TPI 1. 4=90/ Mechanical, (min. 0-1-8) LOAD CASE(S) Standard Max Horiz 4=39 (LC 11) Max Uplift 3=-532 (LC 28), 4=-532 (LC 27) Max Grav 3=606 (LC 25), 4=606 (LC 26) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-591/541, 1-2=-987/987 BOT CHORD 4-5=-548/548, 3-5=-987/987 WEBS 1-3=-1231/1231 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. Job Truss Truss Type Qty Ply P1-PLAN 4 R1 Rafter 2 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:39 Page: 1 ID:zNQM3Ffw1 EK_5mV5LB5?ggywS4H-ePFtmNzj0v?NNHB3yjoJPjyugLGn8DMBaXyuQwyfliM 312 2 1 T1 0- 11 0 0 N Scale = 1:26.6 Loading (psf) Spacing 2-0-0 CSI DEFL in floc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) 0.00 1-2 >999 240 TCDL 14.0 Lumber DOL 1.25 BC 0.00 Vert(CT) 0.00 1-2 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.00 Horz(CT) n/a - n/a n/a BCDL 7.0 Code IBC2018/TPI2014 Matrix -MP Weight: 3lb FT=20% LUMBER LOAD CASE(S) Standard TOP CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=67/ Mechanical, (min. 0-1-8), 2=67/ Mechanical, (min. 0-1-8) Max Horiz 1=18 (LC 8) Max Uplift 1=-18 (LC 8), 2=-23 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 18 lb uplift at joint 1 and 23 lb uplift at joint 2. 6) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 8) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. Job Truss Truss Type Qty Ply P1-PLAN 4 R2 Rafter 2 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:39 Page: 1 ID:rW VJVkTS67_uLjOGbcKOi0ywS5p-ePFtmNzjOv?NNHB3yjcJ PjyttLGn8DM BaXyuQwyfl IM 4-0-0 12 3 j- 4-0-0 Scale = 1:18.6 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.01 2-3 >999 240 TCDL 14.0 Lumber DOL 1.25 BC 0.00 Vert(CT) -0.02 2-3 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.00 Horz(CT) n/a - n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 6 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=169/0-1-8, (min. 0-1-8), 3=99/ Mechanical, (min. 0-1-8) Max Horiz 2=39 (LC 8) Max Uplift 2=-59 (LC 8), 3=-34 (LC 12) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 3-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 34 lb uplift at joint 3 and 59 lb uplift at joint 2. 7) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) 2. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 10) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 4 R3 Rafter 2 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:39 Page: 1 ID:bWwU 1 r98E8iaDjOG49twfXywS6D-ePFtmNzjOv?NNHB3yjoJPjygbLGn8DM BaXyuQwyfl IM 6-0-0 12 3 (- 6-0-0 Scale = 1:19.6 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.09 2-3 >705 240 TCDL 14.0 Lumber DOL 1.25 BC 0.00 Vert(CT) -0.17 2-3 >362 180 BCLL 0.0* Rep Stress Incr YES WB 0.00 Horz(CT) n/a - n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 9 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=234/0-1-8, (min. 0-1-8), 3=170/ Mechanical, (min. 0-1-8) Max Horiz 2=58 (LC 8) Max Uplift 2=-76 (LC 8), 3=-58 (LC 12) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 5-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 3 and 76 lb uplift at joint 2. 7) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) 2. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 10) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 4 R4 Rafter 2 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:39 Page: 1 ID:UAyJ HwD6D53mSX7VkTb_PjywSnv-ePFtmNzjOv?N N H B3yjoJPjys5LGn8DM BaXyuQwyfl IM 12 4-4-3 8-0-0 4-4-3 3-7-13 Scale = 1:22 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.02 3-4 >999 240 TCDL 14.0 Lumber DOL 1.25 BC 0.00 Vert(CT) -0.05 3-4 >781 180 BCLL 0.0* Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 11 lb FT = 20% LUMBER 8) This truss is designed in accordance with the 2018 TOP CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD Structural wood sheathing directly applied or 9) This truss has been designed for a moving concentrated 6-0-0 oc purlins. load of 6.01b dead located at all mid panels and at all BOT CHORD Rigid ceiling directly applied or 10-0-0 oc panel points along the Bottom Chord, nonconcurrent with racing. any other live loads. 10) This truss is designed for a creep factor of 3.01, which is MiTek recommends that Stabilizers and used to calculate the Vert(CT) deflection perANSI/TPI 1. required cross bracing be installed during LOAD CASE(S) Standard truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=303/0-1-8, (min. 0-1-8), 3=23610-3-8, (min. 0-1-8), 4=0/ Mechanical, (min. 0-1-8) Max Horiz 2=468 (LC 1), 4=-468 (LC 1) Max Uplift 2=-95 (LC 8), 3=-80 (LC 12) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-514/274, 3-5=-478/279, 3-4=-505/336 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 7-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 2. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 95 lb uplift at joint 2 and 80 lb uplift at joint 3. 7) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) 2, 3. Job Truss Truss Type Qty Ply P1-PLAN 4 Vol Valley 3 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:39 Page: 1 ID:324njO4gpq 1 tEgASF WCUySywQw9-ePFtmNzjOv?NNHB3yjcJ PjyttLGn8DM BaXyuQwyfl IM 2-0-0 4-0-0 2-0-0 2-0-0 3 F2 3x4 = 2 0-6-0 1 T 3 �3 12 4-0-0 L Scale = 1:33.9 Plate Offsets (X, Y): [2:0-2-0,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.00 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.00 Horiz(TL) 0.01 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 6 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=94/4-0-0, (min. 0-7-3), 3=94/4-0-0, (min. 0-7-3) Max Horiz 1=-6 (LC 17) Max Uplift 1=-24 (LC 8), 3=-24 (LC 9) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 24 lb uplift at joint 1 and 24 lb uplift at joint 3. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a moving concentrated load of 6.Olb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 4 V02 Valley 4 1 Job Reference (optional) Builder FirstSource, user Scale = 1:29.4 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:39 Page: 1 ID:jtxWp7BKw8g_kpu Iu92U51 ywRh3-ePFtmNzjOv?N N H B3yjoJPjyg3LC58DM BaXyuQwyfl IM 3-11-0 3-11-0 3x4 = 6-7-12 7-10-0 2-8-12 1-2-4 3 �2 2 T1 :1E 0--3: g110 13 12g Ri 0-0 11 3x6 - 7-10-0 3x6 0 Plate Offsets (X, Y): [2:0-2-0,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.30 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.00 Horiz(TL) 0.02 3 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix -MP Weight: 19 lb FT = 20% LUMBER 6) A plate rating reduction of 20% has been applied for the TOP CHORD 2x4 DF No.2 G green lumber members. BOT CHORD 2x4 DF No.2 G 7) Provide mechanical connection (by others) of truss to BRACING bearing plate capable of withstanding 29 lb uplift at joint TOP CHORD Structural wood sheathing directly applied or 1 and 33 lb uplift at joint 3. 6-0-0 oc purlins. 8) This truss is designed in accordance with the 2018 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc International Building Code section 2306.1 and racing. referenced standard ANSI/TPI 1. 9) This truss has been designed for a moving concentrated MiTek recommends that Stabilizers and load of 6.01b dead located at all mid panels and at all required cross bracing be installed during panel points along the Bottom Chord, nonconcurrent with truss erection, in accordance with Stabilizer any other live loads. Installation guide. 10) This truss is designed for a creep factor of 3.01, which is REACTIONS (lb/size) 1=288/7-10-0, (min. 0-1-8), used to calculate the Vert(CT) deflection perANSI/TPI 1. 3=27517-10-0, (min. 0-1-8) LOAD CASE(S) Standard Max Horiz 1=-16 (LC 13) Max Uplift 1=-29 (LC 8), 3=-33 (LC 9) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-290/497, 1-8=-482/295, 1-2=-575/364, 2-3=-565/353, 3-9=-810/511, 3-9=-828/507 BOT CHORD 1-10=-266/454, 10-13=-266/454, 1-13=-266/454, 1-11=-304/561, 3-11=-304/561, 3-12=-478/795, 3-12=-479/794 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 1-2-8 to 4-0-0, Exterior(2R) 4-0-0 to 7-0-0, Interior (1) 7-0-0 to 7-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C- C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. Job Truss Truss Type Qty Ply P1-PLAN 4 V03 Valley 4 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:40 Page: 1 ID:?Et9HXHjH HZ_4uweo8g7tWywRgy-7cpFJ_L9D7E_RmFWQ7YywV?81YKtfNLOBhSyNyfl IL 1- -3 1- -0 0-0-4 Scale = 1:30.9 5-11-0 4x6 = 12 4 13 4-8-12 -1 1-2-4 3x4 1.5x4 n 3x4 e 11-10-0 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.30 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.08 Horiz(TL) 0.00 4 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 31 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING 6) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. 7) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc racing. MiTek recommends that Stabilizers and 8) required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 9) REACTIONS (lb/size) 1=69/11-10-0, (min. 0-1-8), 3=139/11-10-0, (min. 0-1-8), 4=670/11-10-0, (min. 0-1-8) 1 0) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. A plate rating reduction of 20% has been applied for the green lumber members. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 32 lb uplift at joint 1, 22 lb uplift at joint 3 and 62 lb uplift at joint 4. This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. )AD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 4 VO4 Valley 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:40 Page: 1 I D:6xsKgvYbAIYZBy1 _TSS3GRyw6q u-7cpFJ_L9 D7 E_Rm F W Q7YywVxbl U7tebLo BhSyNyfl I L 2-11-0 1-1-3 0-0-#\ Scale = 1:36.9 7-11-0 5x8 = 6-8-12 3x6 o 1.5x4 n 3x6, 15-10-0 1-2-4 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.57 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.13 Horiz(TL) 0.01 4 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 43 lb FT = 20% LUMBER 3) Truss designed for wind loads in the plane of the truss TOP CHORD 2x4 DF No.2 G only. For studs exposed to wind (normal to the face), BOT CHORD 2x4 DF No.2 G see Standard Industry Gable End Details as applicable, OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF or consult qualified building designer as perANSI/TPI 1. Stud G 4) Gable requires continuous bottom chord bearing. BRACING 5) Gable studs spaced at 4-0-0 oc. TOP CHORD Structural wood sheathing directly applied or woodpurlins. 6) This truss has been designed for a 10.0 psf bottom 10-0-0 oc chord live load nonconcurrent with any other live loads. * BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 7) This truss has been designed for a live load of 20.Opsf bracin on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom MiTek recommends that Stabilizers and chord and any other members. required cross bracing be installed during 8) A plate rating reduction of 20% has been applied for the truss erection, in accordance with Stabilizer green lumber members. Installation guide. 9) Provide mechanical connection (by others) of truss to REACTIONS 0-1- (lb/size) 1=154/15-10-0, (min. 0-1-8), bearing plate capable of withstanding 19 lb uplift at joint 3=15 115-10- (min.. -1-8), ( , 1, 55 lb uplift atjoint 3 and 103 lb uplift at joint 4. 4=80/15--0-0, (min. /15LC 10) This truss is designed in accordance with the 2018 Max Horiz 1=97 12) International Building Code section 2306.1 and Max Uplift 1=-19 (LC 8), 3=-55 (LC 25), ((LC referenced standard ANSI/TPI 1. 4=-18) 11) This truss has been designed for a moving concentrated Max Grav 1= 155 (LC 25), 3=176 (LC 26), load of 6.01b dead located at all mid panels and at all 4=155 (LC 1) panel points along the Bottom Chord, nonconcurrent with any other live loads. FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 12) This truss is designed for a creep factor of 3.01, which is (lb) or less except when shown. used to calculate the Vert(CT) deflection perANSI/TPI 1. TOP CHORD 1-9=-312/592, 9-10=-119/619, 2-10=-118/673, LOAD CASE(S) Standard 2-11=-110/645, 11-17=-111/620, 12-17=-115/619, 3-12=-122/611 BOT CHORD 1-13=-75/295, 1-13=-74/296, 1-14=-601/150, 4-14=-601/150,4-15=-601/150, 3-15=-601/150 WEBS 2-4=-728/224 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-0 to 3-1-0, Interior (1) 3-1-0 to 8-0-0, Exterior(2R) 8-0-0 to 11-0-0, Interior (1) 11-0-0 to 14-9-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Job Truss Truss Type Q ty Ply P1-PLAN 4 V05 Valley 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:40 Page: 1 I D:a7QitFZExbgQp6cB1Azlpeyw6gt-7cpFJ_L9D7E_RmFWQ7YywV?VIZ6tfW LOBhSyNyfl IL 9-11-0 18-7-12 '19-10-0 9-11-0 8-8-12 1-2-4 4x5 = 1.5x4 n 1.5x4 n 14 15 O 2- -3 12 2 ST 4 N 3 r 13 23 ST I 16 17 24 22 1 0-0—� 18 8 19 7 20 6 21 3x4 % 1.5x4 n 1.5x4 n 1.5x4 n 3x4, 19-10-0 Scale = 1:41.2 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.25 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.07 Horiz(TL) 0.00 8 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 57 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING 6) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. 7) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during 8) truss erection, in accordance with Stabilizer Installation guide. 9) REACTIONS All bearings 19-10-0. (lb) - Max Horiz 1=38 (LC 12) 1 0) 1) 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. Gable requires continuous bottom chord bearing. Gable studs spaced at 4-0-0 oc. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. A plate rating reduction of 20% has been applied for the green lumber members. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 1, 5, 7, 8, 6. This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. This truss has been designed for a moving concentrated load of 6.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection perANSI/TPI 1. )AD CASE(S) Standard Job Truss Truss Type Qty Ply P1-PLAN 4 V06 Valley 1 1 Job Reference (optional) Builder FirstSource, user 11-11-0 11-11-0 o c9 N M 0-0-4 Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:40 Page: 1 ID:?i6rVHb6EW2?gaLmi I W?QGyw6gq-7cpFJ_L9D7E_RmFWQ7YywVxwlVXtfCLOBhSyNyfl IL 1.5x4 n 4x5= 1.5x4 n 22-7-12 10-8-12 3x6 % 1.5x4 n 3x4 = 1.5x4 n 1.5x4 n 3x6 a 23-10-0 Scale = 1:45.4 1-2-4 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.48 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.09 Horiz(TL) 0.01 9 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 71 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-0 to 3-1-0, Interior (1) 3-1-0 to 12-0-0, Exterior(2R) 12-0-0 to 15-0-0, Interior (1) 15-0-0 to 23-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and TOP CHORD Structural wood sheathing directly applied or forces & MWFRS for reactions shown; Lumber 10-0-0 oc purlins. DOL=1.60 plate grip DOL=1.60 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 3) Gable requires continuous bottom chord bearing. racing. 4) This truss has been designed for a 10.0 psf bottom MiTek recommends that Stabilizers and chord live load nonconcurrent with any other live loads. required cross bracing be installed during 5) * This truss has been designed for a live load of 20.Opsf truss erection, in accordance with Stabilizer on the bottom chord in all areas where a rectangle Installation guide. 3-06-00 tall by 2-00-00 wide will fit between the bottom REACTIONS All bearings 23-10-0. 6) chord and any other member os. A plate rating reduction of 20 /o has been applied for the (lb) - Max Horiz 1=46 (LC 12) green lumber members. Max Uplift All uplift 100 (lb) or less at joint(s) 7) Provide mechanical connection (by others) of truss to 1, 5, 7 except 6=-115 (LC 13), bearing plate capable of withstanding 100 lb uplift at joint 9=-115 (LC 12) (s) 1, 5, 7 except Qt=lb) 9=114, 6=114. Max Grav All reactions 250 (lb) or less at joint 8) This truss is designed in accordance with the 2018 (s) 1, 5 except 6=645 (LC 26), International Building Code section 2306.1 and 7=397 (LC 1), 9=645 (LC 25) referenced standard ANSI/TPI 1. FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 9) This truss has been designed for a moving concentrated (lb) or less except when shown. load of 6.0Ib dead located at all mid panels and at all TOP CHORD 1-14=-380/608, 14-23=-93/627, panel points along the Bottom Chord, nonconcurrent with 2-23=-91/689, 2-15=-45/586, 3-15=-35/639, any other live loads. 3-16=-37/639, 4-16=-44/586, 4-17=-89/689, 10) This truss is designed for a creep factor of 3.01, which is 5-17=-99/608 used to calculate the Vert(CT) deflection perANSI/TPI 1. BOT CHORD 1-18=-92/360, 18-24=-91/361, 1-24=-91/361, LOAD CASE(S) Standard 1-19=-6IV/ 123,9-19=-610/123, 8-9=-610/123, 7-8=-610/123, 7-20=-610/123, 6-20=-610/123, 6-21=-610/123, 5-21=-610/123, 5-22=-67/361, 5-22=-68/360 WEBS 3-7=-443/82, 2-9=-459/137, 4-6=-459/137 NOTES 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Qty Ply P1-PLAN 4 VG01 Valley 1 1 Job Reference (optional) Builder FirstSource, user Run: 8.53 S May 26 2022 Print: 8.530 S May 26 2022 MiTek Industries, Inc. Fri Sep 0914:52:40 Page: 1 ID:GXAxb6?tdm4M?h_d9Mhp18yw6uA-7cpFJ_L9D7E_RmF WQ7YywV?glYVtfW LOBhSyNyfl IL 12-9-8 24-4-12 5-7-0 12-9-8 11-7-4 1-2-4 4x5= 7 6 8 3p5 931 4 10 d 3 2 S S S 11 12 N N 1 32 47 S S S S S S 49 M 29 S 32 33 48 5046 1 0-0-4 34 24 35 23 36 22 37 21 38 20 39 19 40 18 41 17 42 16 43 15 44 14 45 3x4 5x6= 3x4o 25-7-0 Scale = 1:48 Plate Offsets (X, Y): [21:0-3-0,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.29 Vert(TL) n/a n/a 999 BCLL 0.0* Rep Stress Incr YES WB 0.07 Horiz(TL) 0.01 23 n/a n/a BCDL 7.0 Code IBC2018/TP12014 Matrix-MSH Weight: 95 lb FT = 20% LUMBER 3) Truss designed for wind loads in the plane of the truss TOP CHORD 2x4 DF No.2 G only. For studs exposed to wind (normal to the face), BOT CHORD 2x4 DF No.2 G see Standard Industry Gable End Details as applicable, OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF or consult qualified building designer as perANSI/TPI 1. Stud G 4) All plates are 1.5x4 MT20 unless otherwise indicated. BRACING 5) Gable requires continuous bottom chord bearing. TOP CHORD Structural wood sheathing directly applied or woodpurlins. 6) Gable studs spaced at 1-4-0 oc. 10-0-0 oc 7) This truss has been designed for a 10.0 psf bottom BOT CHORD Rigid ceiling directly applied or 6-0-0 oc chord live load nonconcurrent with any other live loads. * racing. 8) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle MiTek recommends that Stabilizers and 3-06-00 tall by 2-00-00 wide will fit between the bottom required cross bracing be installed during chord and any other members. truss erection, in accordance with Stabilizer 9) A plate rating reduction of 20% has been applied for the Installation guide. green lumber members. REACTIONS All bearings 25-7-0. 10) Provide mechanical connection (by others) of truss to (lb) -Max Horiz 1=53 (LC 12) bearing plate capable of withstanding 100 lb uplift at joint (s) 1, 13, 20, 21, 22, 18, 17, 16, 14 except Qt=1b) Max Uplift All uplift 100 (lb) or less atjoint(s) 15=111. 2his 1, 13, 14, 16, 17, 18, 20, 21, 22 truss is deli 11) This truss is designed in accordance with the 2018 except 15=-111 (LC 26), 23=-206 C 2 ), International Building Code section 2306.1 and (LC 25), 24=-101 referenced standard ANSI/TPI 1. Max Grav All reactions 250 (lb) or less at joint 12) This truss has been designed for a moving concentrated (s) 1, 13, 15, 16, 17, 18, 19, 20, 21, load of 6.0Ib dead located at all mid panels and at all 22, 23 except 14=480 (LC 26), panel points along the Bottom Chord, nonconcurrent with 24=603 (LC 25) any other live loads. FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 13) This truss is designed for a creep factor of 3.01, which is (lb) or less except when shown. used to calculate the Vert(CT) deflection perANSI/TPI 1. TOP CHORD 1-29=-402/157 LOAD CASE(S) Standard BOT CHORD 1-33=-67/381, 33-48=-66/381, 1-48=-66/382 WEBS 2-24=-379/99, 12-14=-321/92 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-0 to 3-1-0, Interior (1) 3-1-0 to 12-10-8, Exterior(2R) 12-10-8 to 15-10-8, Interior (1) 15-10-8 to 24-6-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Buildere ,. FirstSource 23665 Cajalco Road, Perris, CA 92557 Phone: 951.657.7491 Fax: 951.657.0486 STANDARD ROOF TRUSS DETAILS AND TYPICAL REPAIR DETAILS F \Buil0 ders �. FirstSource /QROF ESS/pN\ AD gy�Q�Fyc� CD Z C 89385 \FpF CAS\F�/ /Q�OFESS�ON\ C/� Qj 6�- Exp. 6/30/23 * No. C53821 \� CIVIC o��P F OF CAA-\F Page 1 of 40 Builders' h6,j FirstSource 23665 Cajalco Road, Perris, CA 92557 Phone: 951.657.7491 Fax 951.657.0486 Table of Contents 1. STANDARD ROOF TRUSS DETAILS...........................................................................................4 1.1 Reading an Engineering Drawing 1........................................................................................... 5 1.2 Reading an Engineering Drawing 2........................................................................................... 6 1.3 Ply to Ply Connection Letter....................................................................................................... 7 1.4 Standard Gable End Detail..........................................................................................................8 1.5 Standard Gable End Detail..........................................................................................................9 1.6 Non -Structural Gable Stud Attachment...................................................................................10 1.7 California Hip Framing Detail...................................................................................................11 1.8 Hip Ear Nailing Detail................................................................................................................12 1.9 Hip Flat Top Bracing Detail.......................................................................................................13 1.10 Open Jack and Corner Hip Rafter Detail..................................................................................14 1.11 Standard Piggyback Truss Connection Detail.........................................................................15 1.12 Standard Piggyback Truss Connection Detail ALT.................................................................16 1.13 Standard Piggyback Truss Connection Detail (Perpendicular).............................................17 1.14 Conventional Valley Framing Detail........................................................................................18 1.15 Trussed Valley Set Detail (Beveled Bottom Chord)................................................................19 1.16 Trussed Valley Set Detail.......................................................................................................... 20 1.17 Support of BC of Standard Open -End Jack Using Pressure Blocks ........................................ 21 1.18 Standard Cap Truss Connection Detail.................................................................................... 22 1.19 Lateral Toe -Nail Detail.............................................................................................................. 23 1.20 Lateral Toe -Nail Detail SP........................................................................................................ 24 1.21 Uplift Toe -Nail Detail................................................................................................................. 25 1.22 Web Bracing Recommendations.............................................................................................. 26 1.23 L-Brace Detail............................................................................................................................27 1.24 T-Brace/I-Brace Detail with 2x Brace Only............................................................................. 28 1.25 T-Brace/I-Brace Detail..............................................................................................................29 1.26 Scab Brace Detail.......................................................................................................................30 1.27 Purlin Gable Detail.....................................................................................................................31 1.28 Purlin Gable Detail.....................................................................................................................32 Page 2 of 40 Builders h0d FirstSource 23665 Cajalco Road, Perris, CA 92557 Phone: 951.657.7491 Fax: 951.657.0486 Table of Contents 2. TYPICAL ROOF TRUSS REPAIR DETAILS.............................................................................33 2.1 Repair Detail For Broken Chords, Webs, and Damaged or Missing Chord Splice Plates ............ 34 2.2 Repair for Adding a False Bottom Chord....................................................................................35 2.3 Repair to Replace Broken Overhang...........................................................................................36 2.4 Repair Detail for Overhang Removal..........................................................................................37 2.5 Interior Bearing Offset Detail......................................................................................................38 2.6 Repair Detail for Broken/Missing Studs and Studs Added for Backing.......................................39 2.7 Connection Detail for Steep Angled Trusses...............................................................................40 Page 3 of 40 "I Builders 1104 FirstSource 23665 Caja/co Road, Perris, CA 92557 Phone: 951.657.7491 Standard Roof Truss Details Fax: 951.657.0486 Page 4 of 40 Job Truss Truss Type Qty Ply 1 2 3 51 6 1234 SHOP1 CATHEDRAL 14 77.500 s Nov 26 2013 MiTek Industries, Inc. Mon Apr 07 08:50:23 2014 Page 1 8a 4-0-0 i-0-0, 12-0-0 19-0-0 1 25-0-14 i 31-1-11 38-0-0 40-0-0 8b �- 4-0-0 11-0-0 7-0-0 7-0-0 6-0-14 6-0-14 6-10-5 2-0-0 12 19 '18 1.5x411 5x7= 10 a.00 1z 5x6,� 6 19a 0 4-0-0 4-8-8 12-0-0 22-0-0 29-7-4 38-0-0 19 b;jpp, 4-0-0 -8 7-0-0 10-0-0 7-7-4 8-4-12 0-3-8 Overall Truss Height: 12-10-0 0,,, 20 Plate Offsets (X, Y): [6:0-3-7,0-2-8], [10:0-1-2,0-0-5], [13:0-3-0,0-0-0], [17:0-2-12,0-1-3], [18:0-5-4,0-2-3] —� Scale = 1:67.1 9 LOADING 2p0.0 21015 22 DEFL In (loc) I/dell L/tl PLATES GRIP TCLL TCDL 10.0 21 P aAes1N crease Lumber Increase 1.15 24 TCI 0.84 25 BC 1.00 26 0116 24 27 MT20 244/190 28 BCLL 0.0 23 Rep Stress Incr YES WB 0.85 Vert(TLVert(LL) Horz(TL) 0.74 15 1� 10 >341 n/a 180 n/a BCDL 10.0 Code IBC2006/TP12002 (Matrix) Weight: 193 lb FT = 20 LUMBER TOP CHORD 2x4 SP No.2 `Except' 29 T5: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except' B5: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* W7: 2x4 SP No.2 /31 REACTIONS (lbs/size) 18=1740/0-3-8 (min. 0-2-1), 10=1417/0-3-8 (min. 0-1-8) Max Horz 18=-196(LC 7) 32 Max Uplift 18=-63(LC 9), 10=-30(LC9) LOAD CASE(S) Standard 35 30 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. WEBS 1 row at midpoint 5-15 MiTeck recommends that Stabilizers and required cross bracing be installed during truss erection. in accordance with Stabilizer Installation guide. 34 Reading a MiTek Engineering Drawing 1 Job name 2 Truss label 3 Truss type 4 Truss quantity 5 Number of plies 6 Job description 7 Software version 8a Cumulated dimensions of top chord — panel lengths are added together along the top chord of truss (feet -inches -sixteenths) 8b Panel lengths of the top chord — each section represents the horizontal distance between the centerline of two consecutive panel points along the top chord (feet -inches -sixteenths) 9 Drawing scale of the truss 10 Top chord slope — inches of vertical rise for each 12 inches of horizontal run 11 Top chord member label (if shown) — identification label used to distinguish pieces 12 Truss height — the height of the truss from the top of the bearing to the top of the top chord (trusses with multiple levels of top chord will have multiple truss height dimensions) (feet -inches -sixteenths) 13 Plate size, orientation and type — plate size in inches. The two lines denotes the direction of the plate 14 Continuous lateral bracing location 15 Web member label (if shown) 16 Heel height — the height from the top of bearing to the top of the top chord at the outside edge of the bearing (feet -inches -sixteenths) 17 Bottom chord slope — inches of vertical rise for each 12 inches of horizontal run 18 Bearing — a structural support, usually a wall or beam that is designated to carry the truss reaction loads to the foundation 19a Cumulated dimensions of bottom chord — panel lengths are added together along the bottom chord of truss (feet -inches -sixteenths) 19b Panel lengths of the bottom chord — each section represents the horizontal distance between the centerline of two consecutive panel points along the bottom chord (feet -inches -sixteenths) 20 Plate offsets (X, Y) — this section lists any horizontal and/or vertical plate offsets (in inches) and the location they occur 21 Design loading (PSF—pounds per square foot) 22 Spacing on center — feet -inches -sixteenths 23 Design code / Design standard 24 Duration of Load for plate and lumber design and Repetitive Use Factor 25 CSI — maximum Combined Stress Index for top chords, bottom chords and webs 26 Deflection- maximum deflection expected in a member (inches), Location of maximum deflection, maximum Span to deflection ratio expected in a member 27 Span to deflection ratios — input allowables 28 MiTek plate allowables (PSI) / estimated truss weight / fabrication tolerance 29 Lumber requirements 30 Required bracing for all members 0 v 0 d a 31 Reaction (pounds), Bearing size - Input and minimum required (If shown) I•M 32 Maximum Uplift and/or Maximum Horizontal Reaction if applicable and Maximum Gravity if shown 33 Maximum member forces - Tension (+), Compression (-) 34 Notes MiTek 35 Additional loads / load cases www.mitek-us.com Tech Support 1-866-MITEK-TS (1-866-648-3587) FAX 314-434-5343 Online Training Registration http://www.mitek-us.com/support/training Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y 4 offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property Damage Or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal or x-bracing, 9 g, is always required. See BCSI. c1-2 c2-s 2. Truss bracing must be designed by an engineer. For 0-116�� WEBS truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I OfT p bracing should be considereC) A04wide =3. Never exceed the design loading shown and never 0- U stack materials on inadequately braced trusses. F- p 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate c7-8 c6-7 c5-6 designer, erection supervisor, property owner and plates 0- 'hs" from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from " Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. o v PLATE SIZE PRODUCT CODE APPROVALS 9 exprsslnoted, this desin is not por�grcable for w o ICC-ES Reports: sewthfirreretardanttlpreservativeteatedUnless green lumber. am The first dimension is the plate 10. Camber is a non-structural consideration and is the 171 M width measured perpendicular 4 x 4 ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to a. to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14. Bottom chords require lateral bracing at spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING established by others. Indicates location where bearings (supports) occur. Icons vary but © 2012 MiTek® Alt ROFESS/p � Wyg 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint D J number where bearings occur. 7. Install and load vertically unless indicated otherwise. Min size shown is for crushing only. �� N,MA q �P ti� �y F O 9 G> 1 Use of green or treated lumber may pose unacceptable RH T d health Consult GD / environmental, or performance risks. with Industry Standards: w W r C 89385 ''' - Z roject engineer before use. =' ANSI/TP11: National Design Specification for Metal o \ Exp. 6/30/23 �9. eview all portions of this design (front, back, words Plate Connected Wood Truss Construction. it No. C53821 n and pictures) before use. Reviewing pictures alone / p t g snot sufficient. DSB-89: Design Standard for Bracing.�!' 9� BCSI: BuildingComponent SafetyInformation, Guide to Good Practice for Handling, �Q �CII� V T -- F�F CA��F� M Re k � F OF CA F� 20. Design assumes manufacture in accordance with ANSII/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 PLY TO PLY CONNECTIONS Multi -ply girder trusses are to be connected using the nailing schedule provided on TDD (Truss Design Drawings). Two-ply trusses may be nailed from one face. For three-ply trusses, the first two plies are nailed together from one face and the third ply is then attached to either face of the first two. Four -ply trusses are attached as three-ply trusses, with the fourth ply attached to either face of the first three. In addition to the nailing specified for four -ply trusses, Y2" dia. bolts are to be used throughout certain chords as indicated on the truss design drawings. These bolts may be replaced with following wood screws: USP WS6 or Simpson SDW22600. Notes: 1- Bolts cannot be replaced with Simpson SDS W'x6". 2- USP WS6 and Simpson SDW22600 may be installed from either face. 3- The connections (Bolts/Screws) are intended to provide clamping force to aid in allowing the four - ply assembly to act as a unit and are not included in the calculation of ply to ply load transfer. 4- It is very important that the plies are tightly clamped together during the installation of the screws to prevent gaps between the plies. 5- For trusses where screws are specified for the ply to ply connection instead of nails, the bolts called out in the connection notes on the truss design drawings may be omitted. '� Builders ,. FirstSource 23665 Cajalco Road, Perris, CA 92557 California TrusFrame, LLC Engineering Department /QRof ESS/0 Q�,oF E ss/oN AO cD Z v v c Uj W C 89385 m * * � Exp. 6/3023 * No. C53821 IV1� �O���Q ��qT �i VOf- CA��F F of CA F / Phone: 951.657.7491 Fax: 951.657.0486 Page 7 of 40 APRIL 12, 2019 Standard Gable End Detail MII-GE110-001 a o0 a o0 a �MiTekUSA, Inc. ENGINEERED A MiTek Affiliffie DIAGONAL BRACE 4'-0" O.C. MAX Typical _x4 L-Brace Nailed To 2x_ Verticals W/10d Nails spaced 6" o.c. Vertical Stud SECTION B-B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. MiTek USA, Inc. Vertical Stud (4) - 16d Nails LK DIAGONAL.p 16d Nails -� Spaced 6" o.c. (2) - 10d Nails into 2x6 2x6 Stud or R\ 2x4 No.2 of better \ Typical Horizontal Brace Nailed To 2x_ Verticals SECTION A -A 2x4 Stud w/(4)-10d Nails 12 Varies to Common Truss PROVIDE 2x4 BLOCKING BETWEEN THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING SEE INDIVIDUAL MITEK ENGINEERING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. DRAWINGS FOR DESIGN CRITERIA ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS. 3x4 = (4) - 8d (0.131" X 2.5") NAILS MINIMUM, PLYWOOD c a SHEATHING TO 2x4 STD DF/SPF BLOCK Diagonal Bracing ** - L-Bracing Refer Refer to Section A -A to Section B-B NOTE: 1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4. "L" BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES: 1x4 SRB OR 2x4 STUD OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6" O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAM AT 4'-0" O.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A 2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6" O.C. HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD. ATTACH TO VERTICAL STUDS WITH (4) 10d NAILS THROUGH 2x4. (REFER TO SECTION A -A) 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS U240. 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE TRUSSES. 10. NAILS DESIGNATED 10d ARE (0.131" X 3") AND NAILS DESIGNATED 16d ARE (0.131" X 3.5") Minimum Stud Size Species and Grade Roof Sheathing 24" Max 2 1 Max. NAILS (2) - 10d NAILS jrusses @ 24" o.c. Diag. Brace at 1/3 point: if needed End Wall 2 DIAGONAL DIAGONAL Stud Without 1x4 2x4 BRACES AT Spacing Brace �L-Brace L-Brace BRACE 1/3 POINTS Maximum Stud Length 2x4 DF/SPF Std/Stud 12" O.C. 4-6-3 5-0-7 1 7-1-7 1 9-0-5 2x4 DF/SPF Std/Stud 16" O.C. 4-1-3 4-4-5 6-2-0 8-2-7 2x4 DF/SPF Std/Stud 24" O.C. 3-5-8 3-6-11 5-0-7 1 6-10-1 Diagonal braces over 6'-3" require a 2x4 T-Brace attached t one edge. Diagonal braces over 12'-6" require 2x4 I -brace 9) attached to both edges. Fasten T and I braces to narrow e of web with 10d nails 8" o.c., with 3" minimum end distance. Brace must cover 90% of diagonal length. MAX MEAN ROOF HEIGHT = 30 FEET CATEGORY II BUILDING EXPOSURE B or C ASCE 7-98, ASCE 7-02, ASCE 7-05 110 MPH ASCE 7-10, ASCE 7-16 140 MPH DURATION OF LOAD INCREASE: 1.60 13-6-8 C 89385� of CA��F�� STUD DESIGN IS BASED ON COMPONENTS AND C CONNECTION OF BRACING IS BASED ON MWFRS. 2 6 AGONAL BRACE SPACED 48" O.C. ATTACHED TO VERTICAL WITH (4) -16d NAILS AND ATTACHED _ TO BLOCKING WITH (5) - 10d NAILS. HORIZONTAL BRACE (SEE SECTION A -A) oQ�OFESS/ONE Qj 0�_ Exp. 6/30/23 * No. C53821 V I ��P \TF OF CAV\FO / Page 8 of 40 EAPRIL 12, 2019 Standard Gable End Detail =LID a o0 a o0 a MiTek USA, Inc. ENGINEERED BY �M as A MITek AHlllete ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD Trusses Qa 24" o.c. MII-SHEET 2 MiTek USA, Inc. HORIZONTAL BRACE 2x6 DIAGONAL BRACE SPACED 48" O.C. (SEE SECTION A -A) ATTACHED TO VERTICAL WITH (4) -16d Roof Sheathing \ TO BLOCKING WITH (5)D Od (0.1131" X 3") NAILS. / Max. IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR NAIL DIAGONAL BRACE TO THE PROJECT ENGINEER/ARCHTECT TO DESIGN THE PURLIN WITH TWO 16d (3.5"x0.131") NAILS CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS a a 2X 4 PURLIN FASTENED TO FOUR TRUSSES WITH TWO 16d (0.131" X 3.5") NAILS EACH. FASTEN PURLIN \ TO BLOCKING W/ TWO 16d (0.131" X 3.5") NAILS (MIN) Diag. Brace PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES at 1 /3 points a _.SUPPORTING THE BRACE AND THE TWO TRUSSES if needed \ ON EITHER SIDE AS NOTED, TOENAIL BLOCKING a TO TRUSSES WITH (2) - 10d (0.131" X 3") NAILS a EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d (0.131" X 3") NAILS. End Wall CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: STRUCTURAL METHOD 1 : ATTACH A MATCHING GABLE TRUSS TO THE INSIDE GABLE TRUSS FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAILING SCHEDULE. METHOD 2: ATTACH 2X _ SCABS TO THE FACE OF EACH VERTICAL SCAB ALONG MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING VERTICAL NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SIZE, GRADE AND SPECIES AS THE TRUSS VERTICALS NAILING SCHEDULE: FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10, 16) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (0.131" X 3") NAILS SPACED 6" O.C. FOR WIND SPEEDS 120-150 MPH (ASCE 7-98, 02, 05), 150-190 MPH (ASCE 7-10, 16) NAIL ALL MEMBERS WITH TWO ROWS OF 10d (0.131" X 3") NAILS SPACED 6" O.C. (2X 4 STUDS MINIMUM) MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL BRACING METHODS SHOWN ON PAGE 1 ARE / VALID AND ARE TO BE FASTENED TO THE SCABS OR INLAYED STUD VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. STRUCTURAL / AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST GABLE TRUSS / BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN %/ IN THIS DETAIL IS FOR THE VERTICAUSTUDS ONLY. NOTE: THIS DETAIL IS TO BE USE V STRUCTURAL GABLES LSO �QFESS/� STUDS. TRUSSES W N,q Q Nq STUDS ARE NOT Ay� Qj G NDAI�U 3 5 ram*, m LE T�(uyS Exp. 6/30/23 * * No. C53821 TF o���P A�\F OF CA\-\F / Page 9 of 40 AUGUST 1, 2016 v ®R a o0 a o0 a MiTek USA, Inc. ENGINEERED BY ,aiaaa NON-STRUCTURAL GABLE STUD ATTACHMENT MII- STUD ATTACHMENT MiTek USA, Inc. REFER TO ENGINEERED TRUSS DRAWING FOR EACH INDIVIDUAL TRUSS. NOTE: GABLE STUDS MAY BE ATTACHED WITH 1.5X4 OR 2X3 MITEK MT20 PLATES OR WITH (2) 10d (0.131" X 3") TOE -NAILS •ontinuous bearing wall NOTE: GABLE STUDS MAY BE ATTACHED WITH 1.5X4 OR 2X3 MITEK MT20 PLATES OR WITH (3) 16d (0.131" X 3-1/2") TOE -NAILS JARILS 12 l W : I lr.'I QROFESS/pN i �O MAD q� q gti�QFy� NOTE: GABLE STU MA� @#3'� D WITH 1. X MITEK MT20 PLAT * R WITH (6) I i'' 1-3/4" ST * -CIPN SEE MITEK STANDARD GA I \FOR s�qT C1 v 0- GABLE STUD BRACING REQ F of oAo\F TRUSS DESIGNED FOR WIND LOADS IN THE PLANE OF THE TRUSS ONLY. Page 10 of 40 o aZ 1 aN p v � R9 �R c JACK TC 3 3 Z o � �X dad _ z O Z Z m n O Z v _ 010 30 In Z -mI m cf y�9 o Z 9c m 1 " A m m N JACK TL k 1 fl x SACK TC a� da �y o x 0 JCOMMON a N N v N 1 = So p(n A s o m °a 4F CAS\ OF CM-\ a mm s HIP FRAMING DE N N a s n p C r a�. rT om V d A � c? ° LA N a Z Ni m DETAIL IS NOT MEANT TO SUPERCEDE DETAILS OUTLINED INa = Z CD a STRUCTURAL PLANS. FOR APPROVAL IS REQUIRED PRIOR TO USE. � � m a HIP EAR NAILING DETAIL Page 12 of 40 HIP FLAT TOP BRACING DETAIL /QROFESSAD - C 89385 �t CE W/(3)-10d NAILS @ EACH TOP CHORD DEER W/(5)-10d NAILS @ WEBS oQ\�,OFESS/ONE C,-) Qj U Fri � Exp. 6/30/23 -MID * No. C53821 V I ��P \TF OF CAS -CFO/ Page 13 of 40 APRIL 12, 2019 �aa a o0 a 00 a MiTek USA, Inc. 'IM KN A MiTek Affiliate Open End Jack PITCH MAX 8.00 F12 MIN 4.00 F12 3x4= SPAN (8-0-0 MAX) Max. overhang: 2-0-0 A B C 2x8 Corner Rafter D PITCH MAX 5.66 F12 MIN 2.83 12 Plate covers 1-1/2,'min. 3x10= over bearing SPAN (11-3-12 MAX) Min. heel heigth: 0-3-15 Max. overhang: 2-10-0 TYPICAL CORNER FRAMING 2' OC TRUSSES OPEN JACK AND CORNER HIP RAFTER DETAIL SQUARE CUT Connection at A Connection at C SIDE VIEW SIDE VIEW (W)( a4 3 NAILS 2 NAILS -y NEARSIDE NEARSIDE R SID FAE 7 FAR SIDE - -y NEAR SIDE NEAR SIDE 0.00' LAa U3 10d (0.131" x 3") nails MII-CORNER SET MiTek USA, Inc. Connection at D Connect top of 2x8 rafter with (3) 10d (0.131" x 3") toe -nails into top chord of hip girder. Hip Girder Hip Corner Rafter to bear on block 45 DEGREE ANGLE Connection at B BEVEL CUT Attach 12" 2x6 SP No. 2 block with two rows of 10d (0.131" x 3") nails spaced 3" o.c. Use a min 3" member end distance SIDE VIEW (2x4) 2 NAILS NEAR SIDE NEAR SIDE 10d (0.131" x 3") nails Wind loading: ASCE 7-98, ASCE 7-02, ASCE 7-05 - 90 MPH. ASCE 7-10, ASCE 7-16 - 115 MPH Exposure catagory B or C. Occupancy catagory II 4.8 psf top chord dead load. 4.2 psf bottom chord dead load. 25' roof heiaht. able end zone. QRD�ii� i ing (Cond. 1) o is 1.60 O 0rc�1-�� L- L/120 !� Bottom chor TL- L/120 Truss LL- L/2 Lumber: SPF MSR 2100 1.8E min. top chord required for d,o ding: PAP"' top chord slopes between 5.01/12 and 8/12. 26 f o��llb'' SPF No. 2 min. top chord slopes between 5/12 and 4/12. * 8 psf top chord SPF No. 2 min. bottom chord. SP No. 2 or better for corner rafter. S. 0 psf bott 7 psijavifrorn Plates: All plates are MT20 installed on each face per TPI 1. chord live load 2/2015/201 2/2015/201E oQ�OFESS/ON' _���a� FT-1 � Exp. 6/30/23 * No. C53821 CIVIL ��P 8\TF OF CA_\F / Page 14 of 40 STANDARD PIGGYBACK January 8, 2019 TRUSS CONNECTION DETAIL Mil-PIGGY-7-16 FV-ILILJ a o0 a o0 a MiTek USA, Inc. �E°aaED BY aao A MITek AHlllate PIGGBACK TRUSS, REFER TO MITEK TRUSS DESIGN DRAWING. SHALL BE CONNECTED TO EACH PURLIN WITH (2) (0.131 " X 3.5") TOE -NAILED. BASE TRUSS, REFER TO MITEK TRUSS DESIGN DRAWING. PURLINS AT EACH BASE TRUSS JOINT AND A MAXIMUM 24" O.C. UNLESS SPECIFIED CLOSER ON MITEK TRUSS DESIGN DRAWING. CONNECT TO BASE TRUSS WITH (2) (0.131" X 3.5") NAILS EACH. 2 X _ X 4'-0" SCAB, SIZE TO MATCH TOP CHORD OF PIGGYBACK TRUSS, MIN GRADE #2, ATTACHED TO ONE FACE, CENTEREE ON INTERSECTION, WITH (2) ROWS OF (0.131" X 3") NAILS @ 4" O.C. SCAB MAY BE OMITTED PROVIDED THE TOP CHORD SHEATHING IS CONTINUOUS OVER INTERSECTION AT LEAST 1 FT. IN BOTH DIRECTIONS AND: 1. WIND SPEED OF 115 MPH OR LESS FOR ANY PIGGYBACK SPAN, OR 2. WIND SPEED OF 116 MPH TO 180 MPH WITH A MAXIMUM PIGGYBACK SPAN OF 12 ft. FOR WIND SPEEDS BETWEEN 116 AND 180 MPH, ATTACH MITEK NP37 20 GA Nail -On PLATES TO EACH FACE OF TRUSSES AT 72" O.C. W/ (4) (0.131" X 1.5") NAILS PER MEMBER. STAGGER NAILS FROM OPPOSING FACES. ENSURE 0.5" NAIL EDGE DISTANCE. (MIN. 2 PAIRS OF PLATES REQ. REGARDLESS OF SPAN) WHEN NO GAP BETWEEN PIGGYBACK AND BASE TRUSS EXISTS: REPLACE TOE NAILING OF PIGGYBACK TRUSS TO PURLINS WITH Nail -On PLATES AS SHOWN, AND INSTALL PURLINS TO BOTTOM EDGE OF BASE TRUSS TOP CHORD AT SPECIFIED SPACING SHOWN ON BASE TRUSS MITEK DESIGN DRAWING. SCAB C( NOTE D FOR ALL WIND SPEEDS, ATTACH MITEK NP37 20 GA Nail -On PLATES TO EACH FACE OF TRUSSES AT 48" O.C. W/ (4) (0.131" X 1.5") PER MEMBER. STAGGER NAILS FROM OPPOSING FACES ENSURE 0.5" NAIL EDGE DIST VERTICAL WEB TO EXTEND THROUGH BOTTOM CHORD OF PIGGYBACK MiTek USA, Inc. MAXIMUM WIND SPEED = REFER TO NOTES D AND OR E MAX MEAN ROOF HEIGHT = 30 FEET MAX TRUSS SPACING = 24 " O.C. CATEGORY II BUILDING EXPOSURE B or C ENCLOSED BUILDING LOADING = 5 PSF TCDL MINIMUM ASCE 7-10, ASCE 7-16 DURATION OF LOAD INCREASE: 1.60 DETAIL IS NOT APPLICABLE FOR TRUSSES TRANSFERING DRAG LOADS (SHEAR TRUSSES). ADDITIONAL CONSIDERATIONS BY BUILDING ENGINEER/DESIGNER ARE REQUIRED. This sheet is provided as a Piggyback connection detail only. Building Designer is responsible for all permanent bracing per standard engineering practices or refer to BCSI for general guidance on lateral restraint and diagonal bracing requirements. FOR LARGE CONCENTRATED LOADS APPLIED TO CAP TRUSS REQUIRING A VERTICAL WEB: 1) VERTICAL WEBS OF PIGGYBACK AND B MUST MATCH IN SIZE, GRADE, AND SI( AS SHOWN IN DETAIL. Q 2) ATTACH 2 x x 4'-0" SCAB TO E A D q TRUSS ASSEMBLY WITH 2 ROW .131" X 3") SPACED 4" O.C. FROM EACH FA AND GRADE VERTICAL WEBS OF PIGGYBAC BASE TRUSS. (MINIMUM 2X4) w C $9 8 3) THIS CONNECTION IS ONLY VA F R A MAXIMUM CONCENTRATED LOAD OF 4000 1.15). REVIEW BY A QUALIFIED ENGINEER IS R UI FOR LO GREATER THAN 4000 LBS. 4) FOR PIGGYBACK TRUSSES CARRY NUMBER OF PLYS OF PIGGYBACK T 5) CONCENTRATED LOAD MUST BE APPLI THE PIGGYBACK AND THE BASE TRUSS DESI oQ�OFESS/ONE H4 F l �� cry �v In cD m * 6�_ Exp. 6/30/23 _MID * No. C53821 C � C I V I suss. qTF OF CA��FO� Page 15 of 40 STANDARD PIGGYBACK MII-PIGGY-ALT JANUARY 8, 2019 TRUSS CONNECTION DETAIL 7.1 g �aaa o loot a o0 a MiTek USA, Inc. �E MJ M A Walk Affiliate A - PIGGBACK TRUSS, REFER TO MITEK TRUSS DESIGN DRAWING. SHALL BE CONNECTED TO EACH PURLIN WITH (2) 0(0.131 " X 3.5") TOE -NAILED. B - BASE TRUSS, REFER TO MITEK TRUSS DESIGN DRAWING. C - PURLINS AT EACH BASE TRUSS JOINT AND A MAXIMUM 24" O.C. UNLESS SPECIFIED CLOSER ON MITEK TRUSS DESIGN DRAWING. CONNECT TO BASE TRUSS WITH (2) (0.131" X 3.5") NAILS EACH. D - 2 X _ X 4'-0" SCAB, SIZE TO MATCH TOP CHORD OF PIGGYBACK TRUSS, MIN GRADE #2, ATTACHED TO ONE FACE, CENTERED ON INTERSECTION, WITH (2) ROWS OF (0.131" X 3") NAILS @ 4" O.C. SCAB MAY BE OMITTED PROVIDED THE TOP CHORD SHEATHING IS CONTINUOUS OVER INTERSECTION AT LEAST 1 FT. IN BOTH DIRECTIONS AND: 1. WIND SPEED OF 115 MPH OR LESS FOR ANY PIGGYBACK SPAN, OR 2. WIND SPEED OF 116 MPH TO 180 MPH WITH A MAXIMUM PIGGYBACK SPAN OF 12 ft. E - FOR WIND SPEED IN THE RANGE 116 MPH - 180 MPH ADD 9" x 9" x 1/2" PLYWOOD (or 7/16" OSB) GUSSET EACH SIDE AT 48" O.C. OR LESS. ATTACH WITH 3 - 6d (0.113" X 2") NAILS INTO EACH CHORD FROM EACH SIDE (TOTAL - 12 NAILS) WHEN NO GAP BETWEEN PIGGYBACK AND BASE TRUSS EXISTS: REPLACE TOE NAILING OF PIGGYBACK TRUSS TO PURLINS WITH PLYWOOD GUSSETS AS SHOWN, AND INSTALL PURLINS TO BOTTOM EDGE OF BASE TRUSS TOP CHORD AT SPECIFIED SPACING SHOWN ON BASE TRUSS MITEK DESIGN DRAWING. SCAB C( NOTE D 7" x 7" x 1/2" PLYWOOD (or 7/16" OSB) GUSSET EACH SIDE AT 24" O.C. ATTACH WITH 3 - 6d (0.113" X 2") NAILS INTO EACH CHORD FROM EACH SIDE (TOTAL - 12 NAILS) VERTICAL WEB TO EXTEND THROUGH BOTTOM CHORD OF PIGGYBACK MiTek USA, Inc. MAXIMUM WIND SPEED = REFER TO NOTES D AND OR E MAX MEAN ROOF HEIGHT = 30 FEET MAX TRUSS SPACING = 24 " O.C. CATEGORY II BUILDING EXPOSURE B or C ENCLOSED BUILDING LOADING = 5 PSF TCDL MINIMUM ASCE 7-10, ASCE 7-16 DURATION OF LOAD INCREASE: 1.60 DETAIL IS NOT APPLICABLE FOR TRUSSES TRANSFERING DRAG LOADS (SHEAR TRUSSES). ADDITIONAL CONSIDERATIONS BY BUILDING ENGNEER/DESIGNER ARE REQUIRED. A This sheet is provided as a Piggyback connection detail only. Building Designer is responsible for all permanent bracing per standard engineering practices or refer to BCSI for general guidance on lateral restraint and diagonal bracing requirements. FOR LARGE CONCENTRATED LOADS APPLIED TO CAP TRUSS REQUIRING A VERTICAL WEB: 1) VERTICAL WEBS OF PIGGYBACK AND MUST MATCH IN SIZE, GRADE, AN AS SHOWN IN DETAIL. Q p q Nq� 2) ATTACH 2 x x 4'-0" SCAB T -I� TRUSS ASSEMBLY WITH 2 RO $t(0.131" X 3'� SPACED 4" O.C. FROM EACH E AND GRADE VERTICAL WEBS OF PIGGYB BASE TRUSS.) 3) THIS CONNECTION IS ONLY OD FOR A`MAkTM &5 CONCENTRATED LOAD OF 4 (@1.15). REVIEW BY A QUALIFIED ENGINEER IS RED FOR L GREATER THAN 4000 LBS. tT ";z' 4) FOR PIGGYBACK TRUSSES CA bA NUMBER OF PLYS OF PIGGYBAC F 5) CONCENTRATED LOAD MUST BE A THE PIGGYBACK AND THE BASE TRUSS oQ?,OVESS/ON/ H/1F 0�_ Exp. 6/30123 � * No. C53821 \TF OF CAV�FO/ Page 16 of 40 APRIL 12, 2019 aaaa a o0 a o0 a MiTek USA, Inc. ENGINEERED BY A MiTek Affiliate STANDARD PIGGYBACK TRUSS MII-PIGGY-PERP. CONNECTION DETAIL (PERPENDICULAR) ® MiTek USA, Inc. MAX MEAN ROOF HEIGHT = 30 FEET BUILDING CATEGORY II WIND EXPOSURE B or C WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05 100 MPH (MWFRS) WIND DESIGN PER ASCE 7-10, ASCE 7-16 125 MPH (MWFRS) DURATION OF LOAD INCREASE FOR WIND LOADS: 1.60 DETAIL IS NOT APPLICABLE FOR TRUSSES TRANSFERING DRAG LOADS (SHEAR TRUSSES). ADDITIONAL CONSIDERATIONS BY BUILDING ENGINEER/DESIGNER ARE REQUIRED. I PIGGY -BACK TRUSS (CROSS-SECTION VIEW) Refer to actual truss design drawing for additional piggyback truss information. NEAR SIDE BASE TRUSS (SIDE VIEW) Refer to actual truss design drawing for additional base truss information. NOTES FOR TOE -NAIL: THIS DETAIL SHALL BE ONLY USED FOR RESISTING A VERTICAL WIND UPLIFT UP TO 140 LBS MAXIMUM AT EACH CONNECTION POINT. BUILDING DESIGNER IS RESPONSIBLE FOR THE LOAD EXCEEDING THIS LIMITATION AND/OR IN OTHER DIRECTIONS. ATTACH PIGGYBACK TRUSS TO BASE TRUSS WITH (2) - 16d (0.131" X 3.5") NAILS TOENAILED. FAR SIDE 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE WITH THE MEMBER AND STARTED 1/3 THE NAIL FROM THE MEMBER END AS SHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND NAILS SHALL BE SUCH AS TO AVOID UNUSI OF THE WOOD. NOTES FOR TRUSS: THIS DETAIL IS VALID FOR ONE -PLY PIGGYBACK TRUSS ONLY; THE CHORD MEMBER OF PIGGYBACK AND BASE TRUSSES MUST BE SOUTHERN PINE OR DOUGLAS FIR -LARCH LUMBER; THE SPACING OF PIGGYBACK TRUSSES AND BASE TRUSSES IS 2 FT OR LESS; THE PIGGYBACK TRUSSES SHOULD BE PERPENDICULAR TO BASE TRUSSES. PIGGYBACK TRUSS MAY NOT CANTILEVER OVER BASE TRUSS OR HAVE AN OVERHANG WHICH WILL CREATE A HIGHER UPLIFT AT CONNECTING POINT. CORD I ISC �Q�OFESS�D�V c�_ Exp. 6/30/23 4L No. C53821 >f CIV1\ aP OF CAV1F0� Page 17 of 40 APRIL 12, 2019 CONVENTIONAL VALLEY FRAMING DETAIL Mil-VALLEYI FVL11 1 ® MiTek USA, Inc. 11 a o0 a o0 a MiTek USA, Inc. �ENGINEEREZD o��4 ao RIDGE BOARD GABLE END, (SE NOE #6) OR GIRDER TROUSSON TRUSS ��CC��--AMITekL�Atflllate ii ii 'u n n n n ii �i i VALLEY PLATE ij ( SEE NOTE #4 ) POST VALLEY RAFTERS ' ( SEE NOTE #8 ) ( SEE NOTE #2) POST SHALL BE LOCATED -- SHEATHING ABOVE THE T( PLAN DRAWING CHORD OF EACH TRUSS. GENERAL SPECIFICATIONS rLAN ZjtV I IUN TRUSS MUST BE SHEATHED NOTE: 48" O.C. MAXIMUM POST SPACING DN )P JSS 1. WITH BASE TRUSSES ERECTED (INSTALLED), APPLY SHEATHING TO TOP CHORD OF SUPPORTING (BASE) TRUSSES. LIVE LOAD = 30 PSF (MAX) 2. BRACE BOTTOM CHORD AND WEB MEMBERS PER TRUSS DESIGNS. DEAD LOAD = 15 PSF (MAX) D.O.L. INC = 1.15 3. DEFINE VALLEY RIDGE BY RUNNING A LEVEL STRING FROM THE INTERSECTING RIDGE OF ASCE 7-98, ASCE 7-02, ASCE 7-05 90 MPH (MW FRS) THE (a.) GABLE END, (b.) GIRDER TRUSS OR (c.) COMMON TRUSS TO THE ROOF SHEATHING. ASCE7-10, ASCE 7-16 115 MPH (MW FRS) 4. INSTALL 2 x 4 VALLEY PLATES. FASTEN TO EACH SUPPORTING TRUSS W ITW4!EtMMtt'Brt l" X 3.5") NAILS. 5. SET 2 x 6 #2 RIDGE BOARD. SUPPORT WITH 2 x 4 POSTS SPACED 48" POST TO SET EVENLY ON THE SHEATHING. FASTEN POST TO RIDG A (g. FASTEN POST TO ROOF SHEATHING WITH (3) 10d (0.131" X 3") TO �Q 6. FRAME VALLEY RAFTERS FROM VALLEY PLATE TO RIDGE BOAR M RAFTER SPAO& IS 24" O.C.. FASTEN VALLEY RAFTER TO RIDGE BEAM WITH (3) FASTEN VALLEY RAFTER TO VALLEY PLATE WITH (3) 16d (0.131 .131" X 3.5" TOE -NAIL ") TOE IGA489 385 rr r" 7. SUPPORT THE VALLEY RAFTERS WITH 2 x 4 POSTS 48" O.0 (OR ALONG EACH RAFT INSTALL POSTS IN A STAGGERED PATTERN AS SHOWN ON PLAN NG. ALLIGN WITH TRUSSES BELOW. FASTEN VALLEY RAFTER TO POST WITH .131" NAI S \Q FASTEN POST THROUGH SHEATHING TO SUPPORTING TRUSS WIT 8. POSTS SHALL BE 2 x 4 #2 OR BETTER SPRUCE PINE FIR, DOUG FIR LAR PINE. POSTS EXCEEDING 75" SHALL BE INCREASED TO 4 x 4 OR BE PRE -A (2) PLY 2 x 4's FASTENED TOGETHER WITH 2 ROWS OF 10d (0.131" X 3") NAILS 6" O.C.. oQ�OFESS/��� U m � Exp. 6/30/23 * No. C53821 �� CIVIL��OF �P CA_\F/ Page 18 of 40 APRIL 12, 2019 R LY-177 a o0 a o0 TRUSSED VALLEY SET DETAIL (BEVELED BOTTOM CHORD) MiTek USA, Inc. GABLE END, COMMON TRUSS ENGINEERED BY OR GIRDER TRUSS A MiTek Affiliate MII-VALLEY2 MiTek USA, Inc. NOTE: VALLEY STUD SPACING NOT TOTAL TOP CHORD LOAD = 65 PSF (MAX) TO EXCEED 48" O.C. SPACING D.O.L. INC = 1.15 ASCE 7-98, ASCE 7-02, ASCE 7-05 (MWFRS) 110 MPH WIND ASCE 7-10, ASCE 7-16 (MWFRS) 140 MPH WIND VALLEY (24" TRUSS TYPICAL O.C.) BASE TRUSSES TYPICAL (24" O.C.) GABLE END, COMMON T OR GIRDER TRUSS TRUSS TYPICAL O.C.) VALLEY 5 (24" This detail is applicable for trusses with chord and web sizes using 2x3 and larger dimension lumber. P 12 13 BEVEL VALLEY TRUSS TOE - NAIL VALLEY TO BASE TRUSS W/ (2) 16d TOE -NAILS DETAIL A (BASE TRUSSES SHEATHED) 1. INSTALL BASE TRUSSES. VA, 68DETAILOR C W (TYP.) 12 11 BEVEL VALLEY TRUSS TOE NAIL VALLEY TO BASE TRUSS W/ (2) 16d TOE -NAILS DETAIL B (NO SHEATHING) 2. DETAIL A, APPLY SHEATHING TO TOP CHORD OF SUPPORTING TRUSSES. DETAILS B & C, VALLEY TRUSSES MAY PROVIDE BRACING. BASE TRUSSES MUST BE DESIGNED FOR PURLIN SPACING EQUIVALENT TO VALLEY TRUSS SPACING (NOT TO EXCEED 24" O.C.). pFESS/0 3. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECUR Nq TRUSSES AS PER DETAIL A, B, OR C ABOVE.MA 4y�iqlF'L 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVI A2 IGN DRAWING 37� Z 5. ALL NAILS TO BE (0.131" X 3.5") C 89385 NOTE: y� FOR VALLEY TRUSSES BUILT WITH 2x3 LUMBER, BA E USSES Q NOT TO EXCEED AN 8/12 PITCH AND VALLEY TRUSS T 2x LUMBER OR LARGER, BASE TRUSSES ARE NOT TO E _ 9 10 BEVEL VALLEY TRUSS BUSS t�� SECURE VALLEY TRUSS W/ USP RT7 OR EQUIVALENT DETAIL C (NO SHEATHING) /OOFESS/0/V 01- Exp. 6/30/23 No. C53821 ��qTF FI CAS Page 19 of 40 APRIL 12, 2019 TRUSSED VALLEY SET DETAIL MII-VALLEY3 [I O a o ly][111 a o0 a MiTek USA, Inc. �ENGINEERED aaaao A MITek AHlllate MiTek USA, Inc. LIVE LOAD = 30 PSF (MAX) GABLE END, COMMON TRUSS NOTE: VALLEY STUD SPACING NOT OR GIRDER TRUSS DEAD LOAD = 15 PSF (MAX) TO EXCEED 48" O.C. SPACING D.O.L. INC = 1.15 ASCE 7-98, ASCE 7-02, ASCE 7-05 (MWFRS) 100 MPH ASCE 7-10, ASCE 7-16 (MWFRS) 125 MPH _LLL VALLEY (24" TRUSS O.C.) BASE TRUSSES TYPICAL (24" O.C.) TYPICAL GABLE END, COMMON TRUSS OR (,IRr)FR TRI IRS TYPICAL VALLEY TRUSS r On -I n r I 1. INSTALL BASE TRUSSES. 2. APPLY SHEATHING TO TOP CHORD OF TRUSSES. VALLEY TRUSSES MAY PRO BRACING IF SHEATHING IS NOT APPLIE BASE TRUSSES MUST BE DESIGNED FC PURLIN SPACING EQUIVALENT TO VALL TRUSS SPACING (NOT TO EXCEED 24" ( 3. INSTALL VALLEY TRUSSES (24" O.C. MA AND SECURE TO BASE TRUSSES AS PER DETAIL A, B, OR C BELOW. 4. BRACE VALLEY WEBS IN ACCORDANCE THE INDIVIDUAL DESIGN DRAWINGS. TOE -NAIL VALLEY TO BASE TRUSS W/ (2) 16d (0.131" X 3.5") TOE -NAILS VALLEY TRUSS RESTS ON 2x6 12 11 10 ATTACH 2x6 CONTINOUS NO.2 SPF TO THE FACE OF THE ROOF W/ TWO 16d (0.131"x 3.5") NAILS INTO EACH TRUSS BELOW DETAIL A (GREATER THAN 3/12 PITCH) ATTACH BEVELED 2x4 CONTINOUS NO.2 SPF TO THE FACE OF THE ROOF W/ TWO 16d (0.131" X 3.5') NAILS INTO EACH TRUSS BELOW Q OR F ESS/pN P�MAD 4k AILS O -LEG 85 W/ I" X 3.5) TOE - ATTACH VALL BEVELED 2x4 (2)16d(0.131 DETAIL C TOE - (GREATER THAN 3/12 PITCH BASE LESS THAN 12/12 PITCH) (2) 1 0 \F ATTACH 2x4 CONTINOUS NO.2 SPF BLOCK TO THE FACE OF THE ROOF W/ TWO 16d (0.131" x 3.5") NAILS INTO EACH TRUSS BELOW. EACH TRUSS BELOW MUST HAVE A BLOCK ATTACHED TO IT. TOE -NAIL VALLEY TO BASE TRUSS AND BLOCK W/ (2) 16d (0.131" X 3.5") TOE -NAILS ONE NAIL IN EACH DETAIL B (3/12 PITCH OR LESS) oQ?,OFESS/O/�� 0�_ Exp. 6/30123 * No. C53821 C I V I \TF OF Page 20 of 40 AUGUST 1, 2016 SUPPORT OF B.C. OF STANDARD OPEN END Mil -OPEN JACK -BLOCKS JACK USING PRESSURE BLOCKS ILLI U a MiTek USA, Inc. �ENGINEERED �aaao A MITek AHlllate CAI Sl GIF CAL GIRr Loading (PSF): BCDL 10.0 PSF MAX 2x4 bot. chord C rrier truss of jack r-2-(0.131"X3"MI zas (typ) 2x4 block jack between jacks, truss nailed to carrier be (typ) w/6 (0.131" X 3" MIN.) nails spaced at 3" o.c. PARTIAL FRAMING PLAN OF CALIFORNIA HIP SET WITH SUB GIRDER 2x4 block betwee w/ 6-(0.131 " X 3" BC of carrier truss 2-(0.131" X 3" MIN.) NAILS (typ) BOTTOM CHORD OF OPEN END JACK MiTek USA, Inc. 6-0-0 a 24" TYP a oQ�OFESS/��� H/1F l�2 6�_ Exp. 6/30/23 MID * No. C53821 V I ��P \TF OF CA,OFO / Page 21 of 40 APRIL 12, 2019) EV-11111 D o0 a o0 a MiTek USA, Inc. �ENGINEERED �aaaao A MITek AHlllete STANDARD CAP TRUSS CONNECTION DETAIL DESIGN CRITERIA MII-CAP MiTek USA, Inc. LOADING (PSF) MAX MEAN ROOF HEIGHT = 30 FEET TCLL= 30.0 CATEGORY II BUILDING TCDL= 10.0 EXPOSURE B or C TOTAL= 40.0 ENCLOSED BUILDING ASCE 7-98, ASCE 7-02, ASCE 7-05 90 MPH SPACING 2-0-0 ASCE 7-10, ASCE 7-16 115 MPH PLATE INCR: 1.15 DURATION OF LOAD INCREASE: 1.60 LUMBER INCR: 1.15 MIN UDEFL= 240 2 x x 4'-0" SIZE TO MATCH TOP CHORD OF PIGGYBACK. ATTACHED TO EACH FACE OF TOP MAX. SPAN PIGGYBACK TRUSS 10'-0" CHORD WITH 2 ROWS OF 1Od (0.131" X 3") WITH SP 2X4 NO. 2 LUMBER NAILS SPACED ¢' O.C. AND STAGGERED SLOPE MAY VARY FROM 3/12 TO 12/12 CAP TRUSS BASE TRUSS SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS (SPACING NOT TO EXCEED 24" O.C.). ATTACH EACH PURLIN TO TOP CHORD OF BASE TRUSS WITH 2 - 16d (0.131" X 3.5") NAILS. NOTE: FOR PIGGY BACK TRUSSES WITH SPANS 4' OR LESS A PURLIN TO BE LOCATED SCAB MAY BE OMMITED PROVIDED THAT: AT EACH BASE TRUSS JOINT. ROOF SHEATHING TO BE CONTINUOUS OVER JOINT (SHEATHING TO OVERLAP MINIMUM 12" OVER JOINT) /Qvjf ESS/0 Q?,oFESSioN CD C 89385 m U m * * 0�- Exp. 6/30/23 -mlD * No. C53821 CI V o- aP aF0r CAS\F�� TF OF CA��F�/ Page 22 of 40 MAY 7, 2019 LATERAL TOE -NAIL DETAIL MII-TOENAIL ,BOO a o0 a �MiTekUSA, Inc. ENGINEERED A MiTek Affiliate MiTek USA, Inc. NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END AS SHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE BOTTOM CHORD SPECIES FOR MEMBERS OF DIFFERENT SPECIES. TOE -NAIL SINGLE SHEAR VALUES PER NDS 2018 (lb/nail) DIAM. SP DF HF SPF SPF-S CD .131 88.1 80.6 69.9 68.4 59.7 p .135 93.5 85.6 74.2 72.6 63.4 J in .162 118.3 108.3 93.9 91.9 80.2 M z 128 84.1 76.9 66.7 65.3 57.0 0 131 88.1 80.6 69.9 68.4 59.7 N 148 106.6 97.6 84.7 82.8 72.3 Cl) 0 .120 73.9 67.6 58.7 57.4 50.1 O .128 84.1 76.9 66.7 65.3 57.0 o .131 88.1 80.6 69.9 68.4 59.7 °' .148 106.6 97.6 84.7 82.8 72.3 VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3) - 16d (0.162" X 3.5") NAILS WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: 3 (nails) X 91.9 (lb/nail) X 1.15 (DOL) = 317.0 lb Maximum Capacity 45 DEGREE ANGLE BEVEL CUT SIDE VIEW (2x3) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW SQUARE CUT SIDE VIEW (2x4) 3 NAILS NEAR SIDE -- -- ----� FAR SIDE NEAR SIDE SIDE VIEW (2x3) 2 NAILS NEAR SIDE - ----i FAR SIDE SIDE VIEW (2x6) 4 NAILS NEAR SIDE - ----i FAR SIDE NEAR SIDE -------- i FAR SIDE SIDE VIEW (2x6) 4 NAI CD m EA"IK/30/23 C53821 C 1 V \TF OF CA��FO/ Page 23 of 40' 7 MAY 7, 2019 LATERAL TOE -NAIL DETAIL MII-TOENAIL_SP aaaa a o0 a o0 a MiTek USA, Inc. ENGINEERED Liao A MITek A MiTek USA, Inc. NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. OE -NAIL SINGLE SHEAR VALUES PER NDS 2018 (lb/nail) DIAM. SP DF HF SPF SPF-S .131 88.0 80.6 69.9 68.4 59.7 p .135 93.5 85.6 74.2 72.6 63.4 J .162 108.8 99.6 86.4 84.5 73.8 ri z .128 74.2 67.9 58.9 57.6 50.3 0 .131 75.9 69.5 60.3 59.0 51.1 N .148 81.4 74.5 64.6 63.2 52.5 ri VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3) - 16d (0.162" X 3.5") NAILS WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: 3 (nails) X 84.5 (lb/nail) X 1.15 (DOL) = 291.5 Ib Maximum Capacity ANGLE MAY VARY FROM 30 ° TO 60 ° 45.00 ° a ANGLE MAY VARY FROM 30 ° TO 60 ° THIS DETAIL APPLICABLE TO THE THREE END DETAILS SHOWN BELOW VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY SIDE VIEW (2x4) 3 NAILS NEAR SIDE NEAR SIDE NEAR SIDE C8 5 s �Q' 1� F4F CA`�FO� Page 24 of 40 SIDE VIEW (2x3) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW (2x6) 4 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY VARY FROM 30 ° TO 60 ° 45.000 ES S /0` AJ z U m � Exp. 6/ 23 * No. C53821 \TF OF CAV�FO/ MAY 7, 2019 �aaa o loot a o0 a MiTek USA, Inc. (MENGINEERED BY 910 A MTek Affiliate SIDE VIEW NEAR SIDE FAR SIDE J x z Z w J J Q Z UPLIFT TOE -NAIL DETAIL MII-TOENAIL UPLIFT MiTek USA, Inc. THIS DETAIL SHALL BE USED FOR A CONNECTION RESISTING UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. TOP PLATE OF WALL NEAR SIDE VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY rMNAILWITHDRAWAL VALUES PER NDS 2018 (Ib/nail) . SP DF HF SPF SPF S .131 59 46 32 30 20 p .135 60 48 33 30 20 J ;n .162 72 58 39 37 1 25 cri z .128 54 42 28 27 19 OJ .131 55 43 29 28 19 N .148 62 48 34 31 21 co 0 .120 46 36 25 24 16 O .128 49 38 26 25 17 51 39 27 26 17 o .131 Cl) .148 57 44 31 28 20 VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3) - 16d (0.162" X 3.5") NAILS WITH SPF SPECIES TOP PLATE For Wind DOL of 1.33: 3 (nails) X 37 (lb/nail) X 1.33 (DOL for wind) = 148 lb Maximum P For Wind DOL of 1.60: 3 (nails) X 37 (lb/nail) X 1.60 (DOL for wind) = 177 lb Maximu If the uplift reaction specified on the Truss Design W Drawing exceeds 147 Ibs (177 Ibs) Building Designer is responsible to specifiy a different connection. \\* "' USE (3) TOE -NAILS ON 2x4 BEARING WALL USE (4) TOE -NAILS ON 2x6 BEARING WALL END VIEW 1" FOR 3" NAIL a 1-1/16" FOR 3.25" NAIL 1-3/16" FOR 3.5' NAIL NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END AS SHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION. QguU DID � Due To Wind b Uplift lit e To Wind 9Q Z C 89385 FOF CA`�FO Page 25 of 40 oQ?,OFESS/ONHj 6�_ Exp. 6/30/23 * No. C53821 IV I ��P \TF OF CAV\F / AUGUST 1, 2016= WEB BRACING RECOMMENDATIONS MII-WEBBRACE R MiTek USA, Inc. MAXIMUM TRUSS WEB FORCE (Ibs.)(See note 7) a oo 0 00 BRACE BAY slzE 24"O.C. 48"O.C. 72" O.C. a BRACING MATERIAL TYPE BRACING MATERIAL TYPE BRACING MATERIAITYPE MiTek USA, Inc. A B C D A B C D C GE ENGINEERED 10'-0" 1610 1886 1886 2829 12'-0" 1342 1572 1572 2358 3143 3143 4715 4715 7074 AMITek AHulate 14'-0" 1150 1347 1347 2021 16'-0" 1006 1179 1179 1768 2358 2358 3536 18'-0" 894 1048 1048 1572 3143 4715 805 943 943 1414 1886 1886 2829 20'-0" Bay size shall be measured in between the centers of pairs of diagonals. TYPE BRACING MATERIALS GENERALNOTES 1. DIAGONAL BRACING IS REQUIRED TO TRANSFER THE CUMULATIVE LATERAL BRACE FORCE INTO THE ROOF AND/OR CEILING DIAPHRAGM. THE DIAPHRAGM IS TO BE DESIGNED BY A QUALIFIED PROFESSIONAL. 1 X 4 IND. 45 SP 2. THESE CALCULATIONS ARE BASED ON LATERAL BRACE CARRYING 2 % OF THE WEB FORCE. A -OR- 3. DIAGONAL BRACING MATERIAL MUST BE SAME SIZE AND GRADE OR BETTER, AS THE LATERAL BRACE MATERIAL, AND SHALL BE INSTALLED IN SUCH A MANNER THAT IT INTERSECTS WEB MEMBERS 1 X 4 #2 SRB (DF, HF, SPF) AT APPROX. 45 DEGREES AND SHALL BE NAILED AT EACH END AND EACH INTERMEDIATE TRUSS WITH 2-8d (0.131 "x2.5") FOR 1x4 BRACES, 2-10d (0.131 "x 3") FOR 2x3 and 2x4 BRACES, AND 3-10d (0.131 "x3") FOR 2x6 BRACES. 4. CONNECT LATERAL BRACE TO EACH TRUSS WITH 2-8d (0.131"X2.5") NAILS FOR 1 x4 LATERAL BRACES, 2 X 3 #3, STD, CONST (SPF, DF, HF, OR SP) B 2-10d (0.131 "x3") NAILS FOR 2x3 and 2x4 LATERAL BRACES, AND 3-10d (0.131 "x3") FOR 2x6 LATERAL BRACES. 5. LATERAL BRACE SHOULD BE CONTINUOUS AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY. 6. FOR ADDITIONAL GUIDANCE REGARDING DESIGN AND INSTALLATION OF BRACING, CONSULT C 2 X 4 #3, STD, CONST (SPF, DF, HF, OR SP) DSB-89 TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES AND BCSI 1 GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES, JOINTLY PRODUCED BY WOOD TRUSS COUNCIL OF AMERICA and TRUSS PLATE INSTITUTE. —.sbcindustry.wnn and—tpinst.org D 2 X 6 #3 OR BETTER (SPF, DF, HF, OR SP) 7. REFER TO SPECIFIC TRUSS DESIGN DRAWING FOR WEB MEMBER FORCE. 8. TABULATED VALUES ARE BASED ON A DOL. = 1.15 FOR STABILIZERS: FOR A SPACING OF 24" O.C. ONLY, MITEK "STABILIZER" TRUSS BRACING SYSTEMS CAN BE SUBSTITUTED FOR TYPE A, B, C AND D BRACING MATERIAL. DIAGONAL BRACING FOR STABILIZERS ARE TO BE PROVIDED AT BAY SIZE INDICATED ABOVE. WHERE DIAPHRAGM BRACING IS REQUIRED AT PITCH BREAKS, STABILIZERS MAY BE REPLACED WITH WOOD BLOCKING. SEE "STABILIZER" TRUSS BRACING INSTALLATION GUIDE AND PRODUCT SPECIFICATION. _ DIAGONAL BRACE This information is provided as a recommendation to assist in the requirement for permanent bracing of the individual truss web members. Additional bracing may still be required for the stability of the overall roof system. The method shown here is just one method that can be used to provide stability against web buckling. CONTINUOUS LATERAL RESTRAINT 2-10d NAILS (SEE NOTE 4) oQ�OFESS/��� 6�- Exp. 6/30/23 * No. C53821 C I V \TF OF CAV�FO/ Page 26 of 40 AUGUST 1, 2016 �aa � o0 a o0 a MiTek USA, Inc. ENGINEERED A M7•ek Affiliate Nailing Pattern L-Brace size Nail Size 1 x4 or 6 10d (0.131 " X 3") 2x4, 6, or 8 16d (0.131 " X 3.5") WEB L-BRACE DETAIL MII - L-BRACE MiTek USA, Inc. Nail Spacing 8" o.c. 8" o.c. Note: Nail along entire length of L-Brace (On Two-Ply's Nail to Both Plies) Nails k SPACING k � k k Nails / Section Detail \ Ga/ L-Brace Web L-Brace must be same species grade (or better) as Note: L-Bracing to be used when continuous lateral bracing is impractical. L-brace must cover 90% of web length. L-Brace Size for One -Ply Truss Web Size 2x3 or 2x4 2x6 Specified Continuous Rows of Lateral Bracing 1 2 1x4 1x6 " 2x8 2x8 " *** DIRECT SUBSTITUTION NOT APLICABLE L-Brace Size for Two -Ply Truss L-BRACE Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2x4 *** 2x6 2x6 *** 2x8 2x8 *** DIRECT SUBSTITUTION NOT APLICABLE. pFESS/0N Q?O Ess/o/V F D 41,, CD C 89385 * m Exp. 6/30/23 * * No. C53821 mb IV1� Cl V I� ����� F0 CA��F o���P F OF CA\_\F Page 27 of 40 AUGUST 1, 2016 aaaa a o0 a o0 a MiTek USA, Inc. �ENGINEERED aaaao A MTek Affiliate T-BRACE / I -BRACE DETAIL WITH 2X BRACE ONLY MII-T-BRACE 2 MiTek USA, Inc. Note: T-Bracing / I -Bracing to be used when continuous lateral bracing is impractical. T-Brace / I -Brace must cover 90% of web length. Note: This detail NOT to be used to convert T-Brace / I -Brace webs to continuous lateral braced webs. Nailing Pattern T-Brace size Nail Size Nail Spacing 2x4 or 2x6 or 2x8 1 Od (0.131 " X 3") 6" o.c. Note: Nail along entire length of T-Brace / I -Brace (On Two-Ply's Nail to Both Plies) WEB Nails / Section Detail / SPACING Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2x4 T-Brace 2x4 I -Brace 2x6 2x6 T-Brace 2x6 I -Brace 2x8 2x8 T-Brace MI -Brace Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2x4 T-Brace 2x4 I -Brace 2x6 2x6 T-Brace 2x6 I -Brace 2x8 2x8 T-Brace 2x8 I -Brace T-Brace / I -Brace must be same species and grade (or better) as web member. oQ�OFESS/��� 6�_ Exp. 6/30/23 * No. C53821 V I ��P \TF OF CAV\F / Page 28 of 40 AUGUST 1, 2016 aaaa a o0 a o0 a MiTek USA, Inc. �ENGINEEREDaaa T-BRACE / I -BRACE DETAIL MII - T-BRACE MiTek USA, Inc. Page 1 of 1 Note: T-Bracing / I -Bracing to be used when continuous lateral bracing is impractical. T-Brace / I -Brace must cover 90% of web length. Note: This detail NOT to be used to convert T-Brace / I -Brace webs to continuous lateral braced webs. Nailing Pattern T-Brace size Nail Size Nail Spacing 1 x4 or 1 x6 10d (0.131 " X 3") 8" o.c. 2x4 or 2x6 or 2x8 16d (0.131" X 3.5") 8" o.c. Note: Nail along entire length of T-Brace / I -Brace (On Two-Ply's Nail to Both Plies) WEB Nails / Section Detail T-Brace Web Nails / SPACING T-Brace / I-Bi (*) NOTE: If Cnr CD +­e I Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 1 x4 (*) T-Brace 1 x4 (") I -Brace 2x6 1 x6 (') T-Brace 2x6 I -Brace 2x8 2x8 T-Brace MI -Brace [""d grade (or b , 1 x4 or 1 x6 that are equ tF 1 X_ bracing mat 1)(_ bracing mate Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing 1 2 2x4 T-Brace 2x4 I -Brace 2x6 T-Brace 2x6 I -Brace 2x8 T-Brace 2x8 I -Brace Brace. Page 29 of 40 AUGUST 1, 2016 SCAB -BRACE DETAIL MII-SCAB-BRACE � o0 a o0 a MiTek USA, Inc. u� _ _u E]GIL ME ] 91D A�MITek AHlllat I Note: Scab -Bracing to be used when continuous lateral bracing at midpoint (or T-Brace) is impractical. Scab must cover full length of web +/- 6". THIS DETAIL IS NOT APLICABLE WHEN BRACING IS "' REQUIRED AT 1/3 POINTS OR I -BRACE IS SPECIFIED. APPLY 2x SCAB TO ONE FACE OF WEB WITH 2 ROWS OF 10d (0.131" X 3") NAILS SPACED 6" O.C. SCAB MUST BE THE SAME GRADE, SIZE AND SPECIES (OR BETTER) AS THE WEB. MAXIMUM WEB AXIAL FORCE = 2500 Ibs MAXIMUM WEB LENGTH = 12'-0" 2x4 MINIMUM WEB SIZE SCAB BRACE MINIMUM WEB GRADE OF #3 Nails Section Detail ® E Scab -Brace a Web Scab -Brace must be same species grade /QROF —S 's ���C� PN,MA 0 q,5,"4! r) as web C 89385 �t MiTek USA, Inc. oQ\�,OFESS/ON, m � Exp. 6/30/23 * No. C53821 CIVIL ��P \TF OF CA_\F / Page 30 of 40 APRIL 12, 2019 PURLIN GABLE DETAIL MII-HIP01 F--1r I =uu a o0 a o0 a MiTek USA, Inc. �ENGINEERED °aaaao FIRST COMMON PURLIN GABLE ;. H04 H03 ;n H02 H 1 THE PURLIN GABLE TO BE LAID ON TOP OF THE HIP TRUSSES AND ATTACHED WHERE IT HAS CONTACT WITH THE TRUSSES BELOW. SEE DETAIL SEE DETAIL JACKS C', co SEE SHEET 2 OF 2 FOR ALL DETAILS MAX MEAN ROOF HEIGHT = 30 FEET CATEGORY II BUILDING EXPOSURE B or C ASCE 7-98, ASCE 7-02, ASCE 7-05 100 MPH ASCE 7-10, ASCE 7-16 125 MPH (MWFRS) WIND DURATION OF LOAD INCREASE: 1.60 MAX TRUSS SPACING = 24" O.C. MAX STUD SPACING = 24" O.C. MINIMUM PITCH 2/12 MAXIMUM PITCH 12/12 MiTek USA, Inc STUD SPACING ON PURLIN GABLE TO BE LESS THAN OR EQUAL TO THE LEAST TOP CHORD PURLIN SPACING ON THE GIRDER OR HIP TRUSS. 2'-0" 5x5 Page 1 of 2 3x5 ALL PLATES TO BE 2x4 UNLESS OTHERWISE NOTED 3x5 TYPICAL "PURLIN GABLE" REFER TO ENGINEERED TRUSS DRAWING FOR EACH INDIVIDUAL TRUSS 07 I— Z O 73 75 O U H U) cr LL /QROFESS/pN\ AD Ay�a`�yc� S y- C 89385 aFOF CA��F�a SEE DETAIL #3 oQ�OFESS/ONE 6�- Exp. 6/30/23 * No. C53821 CIVIL ��P \TF OF CA\OF / Page 31 of 40 APRIL 12, 2019 PURLIN GABLE DETAIL I MII-HIP01-2 aaaa U a o0 a o0 a MiTek USA, Inc. L� ENGINEERED aa A MiTek Affiliate 16d (0.131" X 3.5") NAILS 6".O.C. HIP GIRDER STEPDOWN HIP TRUSSES MiTek USA, Inc. Page 2 of 2 THE TOP OF THE HIP GIRDER TRUSS AT THE BASE OF THE PURLIN GABLE IS DROPPED LESS THEN ALL THE OTHER HIP 16d (0.131" X 3.5" TRUSSES. THE BOTTOM EDGE NAILS 6" O.C. OF THE PURLIN GABLE ALIGNS WITH THE LEFT��� FACE OF THIS TRUSS AND BEARS ON TOP. ALTERNATE DETAIL ATTACH 2x LEDGER TO FLAT TOP CHORD WITH 2 ROWS OF 1Od (0.131" X 3") NAILS SPACED 9" O.C. DETAIL #2 THE PURLIN GABLE DOES NOT ALIGN WITH THE END OF THE FLAT TOP CHORD SECTION: � ROOF SHEATHING Ooo�x�C PURLIN GABLE FLAT TOP CHORD PORTION OF THE LOWER TRUSS TRUSS TOP CHORD DETAIL #4 JPGQO CONNECTION OF JACK TO HIP GIRDER TO BE DESIGNED BY OTHERS DETAIL #1 E /QROFE-4p AD q`rvl Fyc� G�7 C 89385 aF0r APEX DETAIL #3 �Q�oFE'r7'� 0 �Ir3 -�j 4L No. C53821 >f CIV1 �P OF CAS-1F�� Page 32 of 40 \Builders' &6. FirstSource 23665 Cajalco Road, Perris, CA 92557 Phone: 951.657.7491 Fax: 951.657.0486 Typical Roof Truss Repair Details Page 33 of 40 AUGUST 1, 2016 STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS MII-REP01 Al AND DAMAGED OR MISSING CHORD SPLICE PLATES "V" laa a o0 a o0 a MiTek USA, Inc. ENGINEERED Sao A MITek Affiliate MiTek USA, Inc. TOTAL NUMBER OF NAILS EACH SIDE OF BREAK * X INCHES MAXIMUM FORCE (Ibs) 15% LOAD DURATION SP DF SPF HF 2x4 2x6 2x4 2x6 2x4 2x6 2x4 2x6 2x4 2x6 20 30 24" 1706 2559 1561 2342 1320 1980 1352 2028 26 39 30" 2194 3291 2007 3011 1697 2546 1738 2608 32 48 36" 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42" 3169 4754 2900 4350 2451 3677 2511 3767 44 66 48" 3657 5485 3346 5019 2829 4243 2898 4347 * DIVIDE EQUALLY FRONT AND BACK ATTACH 2x_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS (CENTER ON BREAK OR SPLICE) WITH 10d (0.131" X 3") NAILS (TWO ROWS FOR 2x4, THREE ROWS FOR 2x6) SPACED 4" O.C. AS SHOWN. STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 0-2-0 O.C. SPACING IN THE MAIN MEMBER. USE A MIN. 0-3-0 MEMBER END DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12". (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L=(2)X+C L ` • r Z l yPl } � BREAK k 10d NAILS NEAR SIDE +10d NAILS FAR SIDE rA�N TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY X" MIN 6„ THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6" FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE) DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION S NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNW SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITI AND HELD IN PLACE DURING APPLICATION OF REPAIR. ; 3. THE END DISTANCE, EDGE DISTANCE AND SPACING OF NAILS UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS f LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR LI( 5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THR ES OWSUCH AS TO MMENBE8%3415 S. IENTATION ONLY. KEN ME a V �0F CA��F� IRED JDIC Q�OFESS/O� JDICATED. v) Qj I u m � Exp. 6/30/23 * No. C53821 C I V I �\P qTF OF CA��FO/ Page 34 of 40 OCTOBER 28, 2016 STANDARD REPAIR FOR ADDING A FALSE BOTTOM CHORD MII-REP10 =Ell R a o0 a o0 a MiTek USA, Inc. ENGINEERED Liao A MIT& Atflllate VERTICAL STUDS @ 48" O.C.. ATTACHED WITH (3) - 10d (0.131" X 3") NAILS AT EACH END OF VERTICAL (TYP.). VERTICAL STUDS TO BE 2 x 4 STUD GRADE (OR BETTER) SPF, HF, DF OR SP. (BOARD SIZE SPECIFIED IS MINIMUM, LARGER SIZE MAY BE,USED) NOTES 2 x 4 NO. 2 (OR BETTER) SPF, HF, DF OR SP FALSE BOTTOM CHORD (BOARD SIZE SPECIFIED IS MINIMUM, LARGER SIZE MAY BE USED) MAIN TRUSS MANUFACTURED WITHOUT FALSE BOTTOM CHORD. MAIN TRUSS (SPACING = 24" O.C.) MiTek USA, Inc. REFER TO THE BOTTOM CHORD BRACING SECTION OF THE INDIVIDUAL TRUSS DESIGN FOR MAXIMUM SPACING OF CONTINUOUS LATERAL BRACING WHENEVER RIGID CEILING MATERIAL IS NOT DIRECTLY ATTACHED TO THE BOTTOM CHORD. TRUSS SPAN 1. LOADING: TOP CHORD: (REFER TO THE MAIN TRUSS DESIGN FOR TOP CHORD LOADING). BOTTOM CHORD: LL = 0 PSF, DL = 10 PSF. 2. REFER TO THE MAIN TRUSS DESIGN FOR LUMBER AND PLATING REQUIREMENTS. 3. MAXIMUM BOTTOM CHORD PITCH = 6/12. 4. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID SPLITTING OF THE WOOD. 5. FALSE BOTTOM CHORD ONLY DESIGNED TO CARRY VERTICAL LOAD. NO LATERAL (SHEAR) LOAD ALLOWED. 6. FILLER MAY EXTEND FOR FULL LENGTH OF TRUSS. /QROFESS/pN\ AD q,y�a`�yc� C 89385 �t For oQ\�,OFESS/ONE 6�- Exp. 6/30/23 * No. C53821 s CIVIC- aP \TF OF Page 35 of 40 OCTOBER 5, 2016 REPLACE BROKEN OVERHANG MII-REP13B (R MiTek USA, Inc. TRUSS CRITERIA: a oo LOADING: 40-10-0-10 a o0 DURATION FACTOR: 1.15 SPACING: 24" O.C. TOP CHORD: 2x4 OR 2x6 MiTek USA, Inc. PITCH: 4/12 - 12/12 ENGINEERED BY HEEL HEIGHT: STANDARD HEEL UP TO 12" ENERGY HEEL �F END BEARING CONDITION A MiTek Affiliate NOTES: 1. ATTACH 2x_ SCAB (MINIMUM NO.2 GRADE SPF, HF, SP, DF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d (0.131" X 3") SPACED 6" O.C. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 2x_ SCAB CONNECTOR PLATES MUST BE FULLY IMBEDDED AND UNDISTURBED (L) 1 (2.0 x L) ' 24" MAX 24" M I N IMPORTANT This detail to be used only with trusses (spans less than 40') spaced 24" o.c. maximum and having pitches between 4/12 and 112 , total top chord loads not exceeding 50 psf. RQFESS/0� Q�OFESS/ON Trusses not fitting these criteria should be examine r� q q REFER TO INDIVIDUAL TRUSS DESIGN 4 FOR PLATE SIZES AND LUMBER GRADES w C 89385 * * c�- Exp. 6/30/23 4L No. C53821 >f F Page 36 of 40 AUGUST 1, 2016 OVERHANG REMOVAL DETAIL IMII - REMOVE OVERHANG � o0 a o0 a MiTek USA, Inc. li'm as A MITek AHlllate 2-0-C 3-0-C MAIN BODY OF TRUSS OVERHANG MAY BE REMOVED PROVIDED PLATES ARE NOT DAMGED. NOTES: MiTek USA, Inc. 1) FOR LUMBER SIZE AND GRADE, AND FOR PLATES TYPE AND SIZE AT EACH JOINT REFER TO MAIN TRUSS ENGINEERING DESIGN. 2) LOADING: SEE MAIN TRUSS ENGINEERING DESIGN. /QROF ESS/pN\ ��o PN,MA D A,y�Q�Fyc� CD w C 89385 7070 ae-�Orlcvb�ln) MAX 2X4 CHORD MAX 2X6 CHORD oQ?,OFESS/ONE 6�- Exp. 6/30/23 * No. C53821 V I ��P \TF OF CAS -CFO/ Page 37 of 40 AUGUST 1, 2016 INTERIOR BEARING OFFSET DETAIL MII - BEARING OFFSET �lll] a o0 a o0 a MiTek USA, Inc. ENGINEERED BY lilmmlffo A MITek AHlllete MiTek USA. Inc. *OFFSET ASSUMES A MINIMUM BEARING WIDTH OF 3-1/2" a d j i NOTE: INTERIOR BEARINGS MAY SHIFT TO THE LEFT OR RIGHT A DISTANCE EQUAL TO THE DEPTH OF THE BOTTOM (d). (7 1/2" MAX) BOTTOM CHORD PITCH MAY VARY NOTE: THIS DETAIL MAY BE USED FOR ROOF OR FLOOR TRUSS DESIGNS SINGLE WEB JOINT TRIPLE WEB JOINT IL DOUBLE WEB JOINT i /0,OFESS/ON\ � Exp. 6/30/23 MID * No. C53821 \� CIVIC o��P F OF CM-\F Page 38 of 40 Builders- FirstSource 23665 Cajalco Road, Perris, CA 92557 Phone: 951.657.7491 Fax: 951.657.0486 Studs Added for Backi Broken/Missina Stud NOTE: OQROFESSIN oQ�oFEssioN�l 1. This a typical repair to be`�I� and non full ' ,.y ju . C 89385 �t ��av'��' m Uj Exp. 6/30/2, * No. C53821 V I ��P \TF OF CAS -CFO/ Page 39 of 40 ' \Builders' �. FirstSource 23665 Cajalco Road, Perris, CA 92557 Phone: 951.657.7491 Steep Angled Truss Connection See Detail 1 below for connection, TYP. M PLAN VIEW Fax: 951.657.0486 Single or multiply girder truss. See notes when usina multiDly Carried truss, TYP. Reaction Load 0 - 600 Ibs 601 - 1200 Ibs 1201- 1800 Ibs tt of LS70 1 2 3 Scab 2x6 nailed with (6)-10d @ BC & (4)-10d @ TC, Web 2x8 nailed with (4)-SDS(Y4"x3") @ BC & (6)-10d @ TC, Web 2x10 nailed with (7)-SDS(Y4"x3") @ BC & (4)-SDS(Y4"x3") @ TC, Web Designation LSl I LS2 I LS3 Page 40 of 40