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BRES2021-0707 Truss CalcsCITY OF LA QUINTA BU[LDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE 02/11/2022 [D C Builders® FirstSource 2625 Durahart St Riverside, CA 92507 Phone: (9511 224-8494 www.bldr.com BUILDER: SUBDIVISION: PRODUCT LINE: PLAN/ELEVATION: JOB NUMBER: JOB NAME: JOBSITE ADDRESS: JOBSITE CITY/STATE/ZIP: BMC Indio Roof 21-006194 Calle BRE2021-0707 - 50695 CALLE GUAYMAS MELKESIAN / 3,365SF SINGLE FAMILY DWELLING 3,365SF DWELLING - LOT 41 [VB/RES-3/CLASS A-FR/13D] THIS PERMIT DOES NOT INCLUDE POOL, SPA, BLOCK WALLS OR DRIVEWAY APPROACH. 2019 CALIFORNIA BUILDING CODES. MiTek Builders FirstSource - Riverside - 2625 Durahart St , Riverside CA 92507 Phone: (951) 224-8494 Cover - Date: 11/15/2021 Page: 1 of 1 Dan Korgan 11/15/2021 Dixieline LUMBER a.TRUSS .4, Wi _ ��F 2625 DURAHART ST. RIVERSIDE, CA 92507 951-224-8494 1111111/41111t11110 88-00-00 Disclaimer: DO NOT CUT OR MODIFY TRUSS MEMBERS WITHOUT PRIOR APPROVAL. IF YOU HAVE CONCERNS OR QUESTIONS CONTACT YOUR DESIGNER. Sales Rep: Jason Walsh Designer: Dan Korgan Estimator: Dan Korgan / 19-04-00 11-10-00 24-02-08 20-11-08 7-10-00 3-10-00 Reviewed Revise and e ubmit Rejected Furnish - co ected / / / / Corrections or comment . ade on e shoe drawings during this revie .. n.. relieve contractor from compliance wi requireme is of EE1 < DRAG = 1650# ¢ ¢ ¢ Q` '2 a a ¢ ' a ¢ o- 1-11-00 the drawings and specificatl.ns. ' his check is only for review of general confor ance ith the • esign C ( 1 / _ 5, ,6E:) ,� ,,,4 ,/ �,,fo Ff_ • lS 1§Ts—FQ lL JAJ514) re a sis 1siiis4 q concept of the project and g- eral c plian e with the information given in the co ract d.cum =nts. J c - ,.► JBI3 J=06 �_ ,.'hJB16 y The contractor is responsible for. confir ,ing correlating all quantities and dime ions; fabrication technique -nd -el-cting j r J612 J=05 n-, Al mJB15 processes and of construction; coordinating his work wit tha other trades; and his work in = = - 1 JB o o J=04 1` •`� �J�B q 1� '4"Satisfactory performing -a manner. This review has verified that : A01 V0; o D01 LAY > 1. The truss configurations (i.e. 2-point bearing and 3-point bearing) are consistent with the structural A02 I ,' Db2 a it _ Au, design. ,Tot ' , q 2. The design load specification are structurally , - ,y o acceptable. 3. The truss layouts are matched with structural A 14 DRAG=a000# \ < v E� .` �� _ G 3000# DRAG drawings. A .. .. .. .. .. .. .. ,tsl�� • _ . - _ ' ._ _� _ _ y Note: All connections involving trusses and lateral +-- ��_■■ �. bracing of trusses are considered designed by truss ) for , h manufacturer. Truss engineer responsible °02 preparing the design of the trusses should sign and J ¢ c ■■ stamp the trusses. -+ CO 4 0 0 Signature or initials by a licensed engineer of ) '=�■■ - C01(2 ^ Engineering Consulting Group, Inc. 46 Gouvis apply ,,61 IF FA NDIC,TED .N PL N 1 `� only for shop drawing review. A17 ,16111 '."■WA IS US A.A. SHO LD B: GOUVIS ENGINEERING CONSULTING GROUP, ` MOV= TOP4IMA- BA :,'0-(,) m u 25-06-08 INCDate: A OPTIONAL 6'X 15'4"FAU AREA WITH FOR CCESS CL • ' • NC '05 11/29/2021 Mike Houshmand Date:By: , 1 Q CO :: (49 ) ENOUGH HEADROOM TO WORK y 1 / Q W.h- A09 i 'NIB 6 �_—_ R o N W. c Lo __ Hatch Legend A /I IIIs,2 �_ =� ,r, % TOP OF BEARING 9' 6" Al2 Rilpr1IA.. . __ ,, A44AREAINDIIATEIONPAN.�II .. BEARING 11' /� ' II DO SNIT HAVE NOU H , TOP OF 6" HE DROOM TO OR AS N A�4 1 I ■ I I� II 1 Il¢ 1 01541 , DE D IGNE WIN•. -SE FO' TRU CLA'IFICA •S ION / .� 43 W.='• --- General Notes: Q Job Name: Calle Guaymass- Lot 41 Customer: BMC Indio Site Address: 50695 Calle Guaymas City, ST ZIP: La Quinta, CA 92253 1. TCLL-TCDL-BCLL-BCDL: 20-14-0-10 A •o ® 53a E El 2. Building Code: IBC 2018 A17 > ME 3. Roof Slope: 4/12, Heel: 2x4, Overhang: 0" M co A�8 4. 24" O/C Spacing (UNO). I T � -A ail Aj9 `; �' 5. Dimensions to outside of building (UNO). - , N 6. Trusses be in field A�0 may shifted as required TYP./g 0. 3 N `� 0 N q without exceeding max truss spacing. A21 4 0 N ail ��Er J601 F. ,P- B Br i III Beveled Block > Bo1 JBoz Schedule QTY Hanger Schedule QTY J v Typical OA 3 15/16" 100 /� / 1 \ LUS24 38 : , DRAG = 1650# i 1 0 q o Boz z, o JAC (8) 2-00-00 � ¢ ¢ ' JBS3 1-10-7 Stnd 210 LUS26 7 ' ' ' ' DRAG =1650# K F01 i �� 2-5-15 Stnd 80 HUS26-2 1 z-oa-oo c 2 J�\ o� a L 2-0�00 \ \ \ �3 5# \•i .. © 4-5/16" 20 A HUS26 1 18-10-08 14-00-00 8-05-08 14-00-00 11-11-00 20-09-00 / / TJC57 5 Trusses must be braced temporarily and permanently as required for proper installation. Refer to individual truss design drawings, BCSI Sheets, and/or building designer for bracing information. ROOF TRUSS LAYOUT Scale: NTS Date: 11/17/2021 Job Number: 21-006194 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A01 Hip Girder 1 2 Job Reference (optional) -2-3-0 2-3-0 117 0 2 4-10-12 4-10-12 3.00 12 21 3 8-0-0 3-1-4 19 22 2x4 I I 4x8 = 13-0-11 5-0-11 4x8 = 5 4 PJ• 6 18 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:05 2021 Page 1 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-h P?PgjhSMv6MCXdJ4oeDYxRMXjR_AZfxkHwJmOyl Idy 18-1-5 23-2-0 26-3-4 31-2-0 33-5-0 5-0-11 5-0-11 3-1-4 I 4-10-12 I 2-3-0 23 17 24 16 7x8 = 25 8 15 26 5x6 = 20 9 14 10 27 13 2x4 I 11 Scale = 1:57.8 Camber = 1/8 in 2I75 28 3x6 4-10-12 8-0-0 12-0-12 15-4-13 19-1-4 23-2-0 26-3-4 31-2-0 4-10-12 3-1-4 4-0-12 3-4-1 3-8-7 4-0-12 3-1-4 4-10-12 r N Plate Offsets (X,Y)-- [2:0-4-12,Edge], [4:0-3-12,0-0-12], [5:0-2-0,Edge], [6:0-0-6,0-2-4], [9:0-3-0,0-1-12], [11:0-5-9,0-1-8], [15:0-1-8,0-1-8], [16:0-4-0,0-4-8] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2018/TPI2014 CSI. TC 0.34 BC 0.56 WB 0.51 Matrix-S DEFL. in (loc) I/defl Vert(LL) -0.04 13 >999 Vert(CT)-0.1411-13 >985 Horz(CT) 0.03 11 n/a L/d 240 180 n/a PLATES GRIP MT20 220/195 Weight: 325 Ib FT = 20% LUMBER - TOP CHORD BOT CHORD WEBS 2x4 DF 1800F 1.6E G or 2x4 DF No.1 &Btr G 2x6 DF No.2 G 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING - TOP CHORD BOT CHORD REACTIONS. (Ib/size) 2=735/0-5-8 (min. 0-1-8), 15=3655/0-5-8 (min. 0-1-15), 11=1814/0-5-8 (min Max Horz 2=-46(LC 5) Max Uplift2=-136(LC 4), 15=-343(LC 5), 11=-371(LC 5) Max Grav2=735(LC 1), 15=3655(LC 1), 11=1852(LC 20) Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-9. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17,15-16. 0-1-8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1335/30, 3-4=-1026/63, 4-6=-388/181, 6-7=-513/81, 7-8=-156/1097, 8-20=-145/2518, 9-20=-144/2521, 9-10=-1654/375, 10-11=-3630/588 BOT CHORD 2-21=0/1278, 19-21=0/1278, 19-22=0/1278, 18-22=0/1278, 18-23=0/935, 17-23=0/935, 17-24=-330/266, 16-24=-330/266, 16-25=-1981/209, 15-25=-1981/209, 15-26=-267/1462, 14-26=-267/1462, 14-27=-513/3482, 13-27=-513/3482, 13-28=-513/3482, 11-28=-513/3482 WEBS 3-19=-4/256, 3-18=-528/10, 4-18=0/385, 4-17=-764/76, 7-17=0/525, 7-16=-1262/93, 8-16=-13/1104, 8-15=-1126/118, 9-15=-4213/552, 9-14=-199/1632, 10-14=-2055/247, 10-13=-80/1027 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. Webs 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); 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) All plates are 3x4 MT20 unless otherwise indicated. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) except (jt=Ib) 2=136, 15=343, 11=371. 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 250.0Ib live 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. Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A01 Hip Girder 1 2 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:05 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-h P?PajhSMv6MCXdJ4oeDYxRMXjR_AZfxkHwJmOyl Idy NOTES- 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 200 Ib down and 33 Ib up at 23-2-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-68, 4-5=-68, 6-9=-68, 9-12=-68, 2-15=-20, 11-15=-270(F=-250), 5-6=-68 Concentrated Loads (Ib) Vert: 9=-200(F) 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-58, 4-5=-58, 6-9=-58, 9-12=-58, 2-15=-20, 11-15=-242(F=-222), 5-6=-58 Concentrated Loads (Ib) Vert: 9=-177(F) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 6-9=-28, 9-12=-28, 2-15=-40, 11-15=-233(F=-193), 5-6=-28 Concentrated Loads (Ib) Vert: 9=-155(F) 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-4=20, 4-5=20, 6-9=11, 9-11=9, 11-12=4, 2-15=-12, 11-15=11(F=23), 5-6=9 Horz: 1-2=-47, 2-4=-32, 4-5=-32, 9-11=21, 11-12=16, 5-6=21 Drag: 8-9=-0 Concentrated Loads (Ib) Vert: 9=19(F) 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=9, 4-5=9, 6-20=11, 9-20=26, 9-11=20, 11-12=35, 2-15=-12, 11-15=29(F=41), 5-6=20 Horz: 1-2=-16, 2-4=-21, 4-5=-21, 9-11=32, 11-12=47, 5-6=32 Drag: 8-20=-0, 9-20=-0 Concentrated Loads (Ib) Vert: 9=33(F) 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-5=-29, 6-9=-29, 9-11=-18, 11-12=-12, 2-15=-20, 11-15=-172(F=-152), 5-6=-18 Horz: 1-2=-5, 2-4=1, 4-5=1, 9-11=10, 11-12=16, 5-6=10 Concentrated Loads (Ib) Vert: 9=-121(F) 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-4=-18, 4-5=-18, 6-9=-29, 9-11=-29, 11-12=-23, 2-15=-20, 11-15=-172(F=-152), 5-6=-29 Horz: 1-2=-16, 2-4=-10, 4-5=-10, 9-11=-1, 11-12=5, 5-6=-1 Concentrated Loads (Ib) Vert: 9=-121(F) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-4=17, 4-5=17, 6-9=17, 9-11=17, 11-12=32, 2-15=-12, 11-15=3(F=15), 5-6=17 Horz: 1-2=-44, 2-4=-29, 4-5=-29, 9-11=29, 11-12=44, 5-6=29 Drag: 8-9=-0 Concentrated Loads (Ib) Vert: 9=12(F) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-4=7, 4-5=7, 6-9=7, 9-11=7, 11-12=22, 2-15=-12, 11-15=-27(F=-15), 5-6=7 Horz: 1-2=-34, 2-4=-19, 4-5=-19, 9-11=19, 11-12=34, 5-6=19 Drag: 8-9=-0 Concentrated Loads (Ib) Vert: 9=-12(F) 10) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-5=-29, 6-9=-29, 9-11=-29, 11-12=-23, 2-15=-20, 11-15=-172(F=-152), 5-6=-29 Horz: 1-2=-5, 2-4=1, 4-5=1, 9-11=-1, 11-12=5, 5-6=-1 Concentrated Loads (Ib) Vert: 9=-121(F) 11) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-5=-29, 6-9=-29, 9-11=-29, 11-12=-23, 2-15=-20, 11-15=-172(F=-152), 5-6=-29 Horz: 1-2=-5, 2-4=1, 4-5=1, 9-11=-1, 11-12=5, 5-6=-1 Concentrated Loads (Ib) Vert: 9=-121(F) 12) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 6-9=-28, 9-12=-28, 2-15=-20, 11-15=-156(F=-136), 5-6=-28 Concentrated Loads (Ib) Vert: 9=-109(F) 13) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A01 Hip Girder 1 2 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:06 2021 Page 3 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-9bZn23h47DEDpgCVeW9S58_XH7n Dv0v4zxgsJgyl Idx LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-5=-59, 6-9=-59, 9-11=-50, 11-12=-46, 2-15=-20, 11-15=-253(F=-233), 5-6=-50 Horz: 1-2=-3, 2-4=1, 4-5=1, 9-11=8, 11-12=12, 5-6=8 Concentrated Loads (Ib) Vert: 9=-186(F) 14) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-4=-50, 4-5=-50, 6-9=-59, 9-11=-59, 11-12=-55, 2-15=-20, 11-15=-253(F=-233), 5-6=-59 Horz: 1-2=-12, 2-4=-8, 4-5=-8, 9-11=-1, 11-12=3, 5-6=-1 Concentrated Loads (Ib) Vert: 9=-186(F) 15) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-5=-59, 6-9=-59, 9-11=-59, 11-12=-55, 2-15=-20, 11-15=-253(F=-233), 5-6=-59 Horz: 1-2=-3, 2-4=1, 4-5=1, 9-11=-1, 11-12=3, 5-6=-1 Concentrated Loads (Ib) Vert: 9=-186(F) 16) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-5=-59, 6-9=-59, 9-11=-59, 11-12=-55, 2-15=-20, 11-15=-253(F=-233), 5-6=-59 Horz: 1-2=-3, 2-4=1, 4-5=1, 9-11=-1, 11-12=3, 5-6=-1 Concentrated Loads (Ib) Vert: 9=-186(F) 17) Dead + 0.6 MWFRS Wind Min. Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-4=-14, 4-5=-14, 6-9=-12, 9-12=-12, 2-15=-12, 11-15=-80(F=-68), 5-6=-12 Horz: 2-4=2, 4-5=2 Concentrated Loads (Ib) Vert: 9=-55(F) 18) Dead + 0.6 MWFRS Wind Min. Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-12, 4-5=-12, 6-9=-12, 9-11=-14, 11-12=-12, 2-15=-12, 11-15=-80(F=-68), 5-6=-14 Horz: 9-11=-2, 5-6=-2 Concentrated Loads (Ib) Vert: 9=-55(F) 19) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-68, 4-5=-68, 6-9=-28, 9-12=-28, 2-15=-20, 11-15=-270(F=-250), 5-6=-28 Concentrated Loads (Ib) Vert: 9=-200(F) 20) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 6-9=-68, 9-12=-68, 2-15=-20, 11-15=-270(F=-250), 5-6=-68 Concentrated Loads (Ib) Vert: 9=-200(F) 21) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-58, 4-5=-58, 6-9=-28, 9-12=-28, 2-15=-20, 11-15=-242(F=-222), 5-6=-28 Concentrated Loads (Ib) Vert: 9=-177(F) 22) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 6-9=-58, 9-12=-58, 2-15=-20, 11-15=-242(F=-222), 5-6=-58 Concentrated Loads (Ib) Vert: 9=-177(F) 23) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 6-9=-28, 9-12=-28, 2-15=-20, 11-15=-156(F=-136), 5-6=-28 Concentrated Loads (Ib) Vert: 9=-109(F) 21=-250 24) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 6-9=-28, 9-12=-28, 2-15=-20, 11-15=-156(F=-136), 5-6=-28 Concentrated Loads (Ib) Vert: 9=-109(F) 22=-250 25) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 6-9=-28, 9-12=-28, 2-15=-20, 11-15=-156(F=-136), 5-6=-28 Concentrated Loads (Ib) Vert: 9=-109(F) 23=-250 26) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 6-9=-28, 9-12=-28, 2-15=-20, 11-15=-156(F=-136), 5-6=-28 Concentrated Loads (Ib) Vert: 9=-109(F) 24=-250 27) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 6-9=-28, 9-12=-28, 2-15=-20, 11-15=-156(F=-136), 5-6=-28 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A01 Hip Girder 1 2 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:06 2021 Page 4 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-9bZn23h47DEDpgCVeW9S58_XH7n Dv0v4zxgsJgyl Idx LOAD CASE(S) Concentrated Loads (Ib) Vert: 9=-109(F) 25=-250 28) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 6-9=-28, 9-12=-28, 2-15=-20, 11-15=-156(F=-136), 5-6=-28 Concentrated Loads (Ib) Vert: 9=-109(F) 26=-250 29) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 6-9=-28, 9-12=-28, 2-15=-20, 11-15=-156(F=-136), 5-6=-28 Concentrated Loads (Ib) Vert: 9=-109(F) 27=-250 30) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 6-9=-28, 9-12=-28, 2-15=-20, 11-15=-156(F=-136), 5-6=-28 Concentrated Loads (Ib) Vert: 9=-109(F) 28=-250 31) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 6-9=-28, 9-12=-28, 2-15=-20, 11-15=-156(F=-136), 5-6=-28 Concentrated Loads (Ib) Vert: 9=-109(F) 2=-250 32) 10th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 6-9=-28, 9-12=-28, 2-15=-20, 11-15=-156(F=-136), 5-6=-28 Concentrated Loads (Ib) Vert: 9=-109(F) 19=-250 33) 11th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 6-9=-28, 9-12=-28, 2-15=-20, 11-15=-156(F=-136), 5-6=-28 Concentrated Loads (Ib) Vert: 9=-109(F) 18=-250 34) 12th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 6-9=-28, 9-12=-28, 2-15=-20, 11-15=-156(F=-136), 5-6=-28 Concentrated Loads (Ib) Vert: 9=-109(F) 17=-250 35) 13th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 6-9=-28, 9-12=-28, 2-15=-20, 11-15=-156(F=-136), 5-6=-28 Concentrated Loads (Ib) Vert: 9=-109(F) 16=-250 36) 14th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 6-9=-28, 9-12=-28, 2-15=-20, 11-15=-156(F=-136), 5-6=-28 Concentrated Loads (Ib) Vert: 9=-109(F) 15=-250 37) 15th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 6-9=-28, 9-12=-28, 2-15=-20, 11-15=-156(F=-136), 5-6=-28 Concentrated Loads (Ib) Vert: 9=-109(F) 14=-250 38) 16th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 6-9=-28, 9-12=-28, 2-15=-20, 11-15=-156(F=-136), 5-6=-28 Concentrated Loads (Ib) Vert: 9=-109(F) 13=-250 39) 17th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 6-9=-28, 9-12=-28, 2-15=-20, 11-15=-156(F=-136), 5-6=-28 Concentrated Loads (Ib) Vert: 9=-109(F) 11=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A02 Hip Girder 1 1 Job Reference (optional) -2-3-0 2-3-0 s11 0 5-10-12 5-10-12 3.00 12 2 3x4 10-0-0 4-1-4 14-6-10 4-6-10 4x5 = 4 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:07 2021 Page 1 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-dn79FPii uXN4RgnhCDghdMXig W7zeOh EBbPPrGyI Idw 19-1-4 21-2-0 25-3-4 31-2-0 33-5-0 4-6-10 2-0-12 I 4-1-4 5-10-12 I 2-3-0 3x10 = 5 3x4 = 4x5 = 6 7 3x4 8 9 3x4 = 18 17 19 1.5x4 II 5-10-12 10-0-0 5-10-12 4-1-4 16 3x10 = 20 14-6-10 4-6-10 15 14 3x4 = 1.5x4 11 21 13 22 12 3x4 = 3x10 = 19-1-4 4-6-10 23 21-2-0 25-3-4 2-0-12 4-1-4 11 1.5x4 II 24 3x4 = 31-2-0 5-10-12 Scale = 1:57.8 Camber = 1/8 in m N Plate Offsets (X,Y)-- [2:0-3-2,Edge], [12:0-3-11,0-1-8] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2018/TP12014 CSI. TC 0.36 BC 0.53 WB 0.79 Matrix-S DEFL. in (loc) I/defl Vert(LL) -0.12 2-17 >999 Vert(CT) -0.26 2-17 >855 Horz(CT) 0.04 13 n/a L/d 240 180 n/a PLATES GRIP MT20 220/195 Weight: 137 Ib FT = 20% LUMBER - TOP CHORD 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 BRACING - TOP CHORD BOT CHORD REACTIONS. (Ib/size) 2=843/0-5-8 (min. 0-1-8), 13=1764/0-5-8 (min. 0-1-14), 9=438/0-5-8 (min. 0-1 Max Horz 2=45(LC 4) Max Uplift2=-151(LC 4), 13=-76(LC 8), 9=-152(LC 5) Max Grav2=865(LC 19), 13=1764(LC 1), 9=482(LC 20) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1724/80, 3-4=-1072/92, 4-5=-1012/100, 5-6=0/1262, 6-7=0/690, 7-8=-3/746, 8-9=-406/280 BOT CHORD 2-18=-60/1615, 17-18=-60/1615, 17-19=-60/1615, 16-19=-60/1615, 16-20=-27/352, 15-20=-27/352, 14-15=-27/352, 14-21=-27/352, 13-21=-27/352, 13-22=-1262/82, 12-22=-1262/82, 12-23=-250/372, 11-23=-250/372, 11-24=-250/372, 9-24=-250/372 WEBS 3-17=0/339, 3-16=-749/46, 5-16=-36/790, 5-15=0/333, 5-13=-1675/78, 6-13=-877/81, 6-12=-28/855, 7-12=-318/37, 8-12=-854/41, 8-11=0/356 -8) Structural wood sheathing directly applied or 4-10-6 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-7. Rigid ceiling directly applied or 5-10-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 Ib uplift at joint(s) 13 except (jt=Ib) 2=151, 9=152. 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 250.01b live 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. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A02 Hip Girder 1 1 Job Reference (optional) Run: 8.500 s Aug6 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:08 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-5_hXTljLfgVx3_MtIxBwAZ3tQwTCNrxNQF9zNiyl Idv LOAD CASE(S) Uniform Loads (plf) Vert: 1-4=-68, 4-7=-68, 7-10=-68, 2-9=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-58, 4-7=-58, 7-10=-58, 2-9=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-28, 4-7=-28, 7-10=-28, 2-9=-40 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-4=20, 4-7=11, 7-9=9, 9-10=4, 2-9=-12 Horz: 1-2=-47, 2-4=-32, 6-7=-23, 7-9=21, 9-10=16 Drag: 4-5=0 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=9, 4-7=11, 7-9=20, 9-10=35, 2-9=-12 Horz: 1-2=-16, 2-4=-21, 6-7=-23, 7-9=32, 9-10=47 Drag: 4-5=0 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-7=-29, 7-9=-18, 9-10=-12, 2-9=-20 Horz: 1-2=-5, 2-4=1, 6-7=1, 7-9=10, 9-10=16 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-4=-18, 4-7=-29, 7-9=-29, 9-10=-23, 2-9=-20 Horz: 1-2=-16, 2-4=-10, 6-7=1, 7-9=-1, 9-10=5 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-4=17, 4-7=17, 7-9=17, 9-10=32, 2-9=-12 Horz: 1-2=-44, 2-4=-29, 6-7=-29, 7-9=29, 9-10=44 Drag: 4-5=0 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-4=7, 4-7=7, 7-9=7, 9-10=22, 2-9=-12 Horz: 1-2=-34, 2-4=-19, 6-7=-19, 7-9=19, 9-10=34 Drag: 4-5=0 10) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-7=-29, 7-9=-29, 9-10=-23, 2-9=-20 Horz: 1-2=-5, 2-4=1, 6-7=1, 7-9=-1, 9-10=5 11) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-7=-29, 7-9=-29, 9-10=-23, 2-9=-20 Horz: 1-2=-5, 2-4=1, 6-7=1, 7-9=-1, 9-10=5 12) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-4=-28, 4-7=-28, 7-10=-28, 2-9=-20 13) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-7=-59, 7-9=-50, 9-10=-46, 2-9=-20 Horz: 1-2=-3, 2-4=1, 6-7=1, 7-9=8, 9-10=12 14) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-4=-50, 4-7=-59, 7-9=-59, 9-10=-55, 2-9=-20 Horz: 1-2=-12, 2-4=-8, 6-7=1, 7-9=-1, 9-10=3 15) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-7=-59, 7-9=-59, 9-10=-55, 2-9=-20 Horz: 1-2=-3, 2-4=1, 6-7=1, 7-9=-1, 9-10=3 16) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-7=-59, 7-9=-59, 9-10=-55, 2-9=-20 Horz: 1-2=-3, 2-4=1, 6-7=1, 7-9=-1, 9-10=3 17) Dead + 0.6 MWFRS Wind Min. Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-4=-14, 4-7=-12, 7-10=-12, 2-9=-12 Horz: 2-4=2 18) Dead + 0.6 MWFRS Wind Min. Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-12, 4-7=-12, 7-9=-14, 9-10=-12, 2-9=-12 Horz: 7-9=-2 19) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-68, 4-7=-68, 7-10=-28, 2-9=-20 20) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-28, 4-7=-68, 7-10=-68, 2-9=-20 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A02 Hip Girder 1 1 Job Reference (optional) Run: 8.500 s Aug6 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:08 2021 Page 3 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-5_hXTIjLfgVx3_MtIxBwAZ3tQwTCNrxNQF9zNiyl Idv LOAD CASE(S) 21) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-58, 4-7=-58, 7-10=-28, 2-9=-20 22) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-28, 4-7=-58, 7-10=-58, 2-9=-20 23) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-7=-28, 7-10=-28, 2-9=-20 Concentrated Loads (Ib) Vert: 18=-250 24) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-7=-28, 7-10=-28, 2-9=-20 Concentrated Loads (Ib) Vert: 19=-250 25) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-7=-28, 7-10=-28, 2-9=-20 Concentrated Loads (Ib) Vert: 20=-250 26) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-7=-28, 7-10=-28, 2-9=-20 Concentrated Loads (Ib) Vert: 21=-250 27) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-7=-28, 7-10=-28, 2-9=-20 Concentrated Loads (Ib) Vert: 22=-250 28) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-7=-28, 7-10=-28, 2-9=-20 Concentrated Loads (Ib) Vert: 23=-250 29) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-7=-28, 7-10=-28, 2-9=-20 Concentrated Loads (Ib) Vert: 24=-250 30) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-7=-28, 7-10=-28, 2-9=-20 Concentrated Loads (Ib) Vert: 2=-250 31) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-7=-28, 7-10=-28, 2-9=-20 Concentrated Loads (Ib) Vert: 17=-250 32) 10th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-7=-28, 7-10=-28, 2-9=-20 Concentrated Loads (Ib) Vert: 16=-250 33) 11th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-7=-28, 7-10=-28, 2-9=-20 Concentrated Loads (Ib) Vert: 15=-250 34) 12th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-7=-28, 7-10=-28, 2-9=-20 Concentrated Loads (Ib) Vert: 13=-250 35) 13th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-7=-28, 7-10=-28, 2-9=-20 Concentrated Loads (Ib) Vert: 12=-250 36) 14th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-7=-28, 7-10=-28, 2-9=-20 Concentrated Loads (Ib) Vert: 11=-250 37) 15th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A02 Hip Girder 1 1 Job Reference (optional) Run: 8.500 s Aug6 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:08 2021 Page 4 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-5_hXTIjLfgVx3_MtIxBwAZ3tQwTCNrxNQF9zNiyl Idv LOAD CASE(S) Uniform Loads (plf) Vert: 1-4=-28, 4-7=-28, 7-10=-28, 2-9=-20 Concentrated Loads (lb) Vert: 9=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A03 Hip Girder 1 1 Job Reference (optional) -2-3-0 2-3-0 2 cI1 0 I 6-10-12 6-10-12 3.00 ff 3x4 3 12-0-0 5-1-4 4x5 = Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:09 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-ZAFvg5kzQ8dog8x4Jei9jnc0tKo06M3Xfuu Wv9yl Idu 15-7-0 19-2-0 24-3-4 31-2-0 33-5-0 3-7-0 3-7-0 5-1-4 6-10-12 I 2-3-0 3x6 = 4x5 = 6 3x4 7 W 8 3x4 = 15 6-10-12 6-10-12 14 16 13 12 17 11 18 10 19 3x4 = 1.5x4 II 3x10 = 4x6 = 3x10 = 1.5x4 II 12-0-0 5-1-4 19-1-4 7-1-4 19 R-0 24-3-4 0-�-12 5-1-4 31-2-0 6-10-12 Scale = 1:57.8 Camber = 3/16 in M LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2018/TP12014 CSI. TC 0.51 BC 0.62 WB 0.54 Matrix-S DEFL. in (loc) I/defl L/d Vert(LL)-0.2111-13 >999 240 Vert(CT) -0.39 2-14 >589 180 Horz(CT) 0.04 11 n/a n/a PLATES GRIP MT20 220/195 Weight: 131 Ib FT = 20% LUMBER - TOP CHORD 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 BRACING - TOP CHORD BOT CHORD REACTIONS. (Ib/size) 2=835/0-5-8 (min. 0-1-8), 11=1815/0-5-8 (min. 0-1-15), 8=394/0-5-8 (min. 0-1-8) Max Horz 2=50(LC 4) Max Uplift2=-156(LC 4), 11=-78(LC 8), 8=-152(LC 5) Max Grav2=863(LC 19), 11=1815(LC 1), 8=458(LC 20) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1642/108, 3-4=-743/73, 4-5=-684/83, 5-6=0/1149, 6-7=-18/1239, 7-8=-140/506 BOT CHORD 2-15=-89/1533, 14-15=-89/1533, 14-16=-89/1533, 13-16=-89/1533, 11-18=-465/114, 10-18=-465/114, 10-19=-465/114, 8-19=-465/114 WEBS 3-14=0/360, 3-13=-915/92, 5-13=-12/888, 5-11=-1290/100, 6-11=-555/71, 7-11=-1014/93, 7-10=0/365 Structural wood sheathing directly applied or 4-9-4 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 Ib uplift at joint(s) 11 except (jt=Ib) 2=156, 8=152. 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 250.0lb live 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. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-68, 4-6=-68, 6-9=-68, 2-8=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A03 Hip Girder 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:09 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-ZAFvg5kzQ8dog8x4Jei9jnc0tKo06M3Xfuu Wv9yl Idu LOAD CASE(S) Uniform Loads (plf) Vert: 1-4=-58, 4-6=-58, 6-9=-58, 2-8=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-9=-28, 2-8=-40 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-4=20, 4-6=11, 6-8=9, 8-9=4, 2-8=-12 Horz: 1-2=-47, 2-4=-32, 6-8=21, 8-9=16 Drag: 4-5=0, 5-6=-0 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=9, 4-6=11, 6-8=20, 8-9=35, 2-8=-12 Horz: 1-2=-16, 2-4=-21, 6-8=32, 8-9=47 Drag: 4-5=0, 5-6=-0 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-6=-29, 6-8=-18, 8-9=-12, 2-8=-20 Horz: 1-2=-5, 2-4=1, 6-8=10, 8-9=16 Drag: 4-5=-0, 5-6=0 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-4=-18, 4-6=-29, 6-8=-29, 8-9=-23, 2-8=-20 Horz: 1-2=-16, 2-4=-10, 6-8=-1, 8-9=5 Drag: 4-5=-0, 5-6=0 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-4=17, 4-6=17, 6-8=17, 8-9=32, 2-8=-12 Horz: 1-2=-44, 2-4=-29, 6-8=29, 8-9=44 Drag: 4-5=1, 5-6=-1 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-4=7, 4-6=7, 6-8=7, 8-9=22, 2-8=-12 Horz: 1-2=-34, 2-4=-19, 6-8=19, 8-9=34 Drag: 4-5=0, 5-6=-0 10) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-6=-29, 6-8=-29, 8-9=-23, 2-8=-20 Horz: 1-2=-5, 2-4=1, 6-8=-1, 8-9=5 Drag: 4-5=-0, 5-6=0 11) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-6=-29, 6-8=-29, 8-9=-23, 2-8=-20 Horz: 1-2=-5, 2-4=1, 6-8=-1, 8-9=5 Drag: 4-5=-0, 5-6=0 12) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-9=-28, 2-8=-20 13) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-6=-59, 6-8=-50, 8-9=-46, 2-8=-20 Horz: 1-2=-3, 2-4=1, 6-8=8, 8-9=12 14) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-4=-50, 4-6=-59, 6-8=-59, 8-9=-55, 2-8=-20 Horz: 1-2=-12, 2-4=-8, 6-8=-1, 8-9=3 15) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-6=-59, 6-8=-59, 8-9=-55, 2-8=-20 Horz: 1-2=-3, 2-4=1, 6-8=-1, 8-9=3 16) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-6=-59, 6-8=-59, 8-9=-55, 2-8=-20 Horz: 1-2=-3, 2-4=1, 6-8=-1, 8-9=3 17) Dead + 0.6 MWFRS Wind Min. Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-4=-14, 4-6=-12, 6-9=-12, 2-8=-12 Horz: 2-4=2 18) Dead + 0.6 MWFRS Wind Min. Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-12, 4-6=-12, 6-8=-14, 8-9=-12, 2-8=-12 Horz: 6-8=-2 19) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-68, 4-6=-68, 6-9=-28, 2-8=-20 20) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-68, 6-9=-68, 2-8=-20 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A03 Hip Girder 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:09 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-ZAFvg5kzQ8dog8x4Jei9jnc0tKo06M3Xfuu Wv9yl Idu LOAD CASE(S) 21) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-58, 4-6=-58, 6-9=-28, 2-8=-20 22) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-58, 6-9=-58, 2-8=-20 23) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-9=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 15=-250 24) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-9=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 16=-250 25) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-9=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 17=-250 26) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-9=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 18=-250 27) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-9=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 19=-250 28) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-9=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 2=-250 29) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-9=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 14=-250 30) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-9=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 13=-250 31) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-9=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 11=-250 32) 10th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-9=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 10=-250 33) 11th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-9=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 8=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A04 Hip 1 1 Job Reference (optional) -2-3-0 2-3-0 0 2 14 7-6-10 7-6-10 3.00 12 1.5x4 II 7-6-10 7-6-10 14-0-0 6-5-6 14-0-0 6-5-6 4x5 = 3x10 = Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:11 2021 Page 1 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-VZNg5nIDyItWwS5SR3IdoCh KN8UaaATp6CNd_1 yl Ids 17-2-0 23-7-6 31-2-0 33-5-0 3-2-0 6-5-6 7-6-10 I 2-3-0 5x6 = 3x4 = 19-1-4 5-1-4 3x4 = 16 3x4 23-7-6 4-6-2 1.5x4 II 31-2-0 7-6-10 Scale = 1:57.8 Camber = 1/4 in CO Plate Offsets (X,Y)--[5:0-3-0,0-1-12], [12:0-2-4,0-1-8] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CSI. TC 0.57 BC 0.62 WB 0.93 Matrix-S DEFL. in (loc) I/defl Vert(LL) -0.25 2-13 >898 Vert(CT) -0.49 2-13 >463 Horz(CT) 0.04 10 n/a L/d 240 180 n/a PLATES GRIP MT20 220/195 Weight: 129 Ib FT = 20% LUMBER - TOP CHORD 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 REACTIONS. (Ib/size) 2=826/0-5-8 (min. 0-1-8), 10=1807/0-5-8 (min Max Horz 2=56(LC 8) Max Uplift2=-159(LC 8), 10=-78(LC 12), 7=-152(LC 9) Max Grav2=852(LC 23), 10=1807(LC 1), 7=487(LC 24) BRACING - TOP CHORD BOT CHORD . 0-1-15), 7=412/0-5-8 (min. 0-1-8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-14=-1563/252, 3-14=-1555/274, 3-15=-364/115, 4-15=-315/132, 4-5=-308/155, 5-16=-111/1284, 6-16=-121/1192, 6-17=-131/478, 7-17=-140/426 BOT CHORD 2-18=-196/1455, 13-18=-196/1455, 13-19=-196/1455, 12-19=-196/1455, 11-12=-483/104, 11-20=-483/104, 10-20=-483/104, 10-21=-435/113, 9-21=-435/113, 9-22=-435/113, 7-22=-435/113 WEBS 3-13=0/395, 3-12=-1218/213, 5-12=-146/990, 5-10=-1484/282, 6-10=-1091/206, 6-9=0/384 Structural wood sheathing directly applied or 4-10-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-8-9, Interior(1) 0-8-9 to 14-0-0, Exterior(2E) 14-0-0 to 17-2-0, Exterior(2R) 17-2-0 to 21-4-15, Interior(1) 21-4-15 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) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 Ib uplift at joint(s) 10 except (jt=Ib) 2=159, 7=152. 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 250.0lb live 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. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A04 Hip 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:11 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-VZNg5nIDyItWwS5SR3IdoCh KN8UaaATp6CNd_1 yl Ids LOAD CASE(S) Uniform Loads (plf) Vert: 1-4=-68, 4-5=-68, 5-8=-68, 2-7=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-58, 4-5=-58, 5-8=-58, 2-7=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 5-8=-28, 2-7=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=52, 2-14=28, 4-14=23, 4-5=28, 5-16=32, 7-16=23, 7-8=18, 2-7=-12 Horz: 1-2=-64, 2-14=-40, 4-14=-35, 5-16=44, 7-16=35, 7-8=30 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-15=23, 4-15=32, 4-5=32, 5-17=23, 7-17=28, 7-8=52, 2-7=-12 Horz: 1-2=-30, 2-15=-35, 4-15=-44, 5-17=35, 7-17=40, 7-8=64 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-19, 2-4=-42, 4-5=-42, 5-7=-42, 7-8=-37, 2-7=-20 Horz: 1-2=-9, 2-4=14, 5-7=-14, 7-8=-9 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-4=-42, 4-5=-42, 5-7=-42, 7-8=-19, 2-7=-20 Horz: 1-2=9, 2-4=14, 5-7=-14, 7-8=9 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-4=20, 4-5=11, 5-7=9, 7-8=4, 2-7=-12 Horz: 1-2=-47, 2-4=-32, 5-7=21, 7-8=16 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=9, 4-5=11, 5-7=20, 7-8=35, 2-7=-12 Horz: 1-2=-16, 2-4=-21, 5-7=32, 7-8=47 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-5=-29, 5-7=-18, 7-8=-12, 2-7=-20 Horz: 1-2=-5, 2-4=1, 5-7=10, 7-8=16 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-4=-18, 4-5=-29, 5-7=-29, 7-8=-23, 2-7=-20 Horz: 1-2=-16, 2-4=-10, 5-7=-1, 7-8=5 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-4=17, 4-5=17, 5-7=17, 7-8=32, 2-7=-12 Horz: 1-2=-44, 2-4=-29, 5-7=29, 7-8=44 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-4=7, 4-5=7, 5-7=7, 7-8=22, 2-7=-12 Horz: 1-2=-34, 2-4=-19, 5-7=19, 7-8=34 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-5=-29, 5-7=-29, 7-8=-23, 2-7=-20 Horz: 1-2=-5, 2-4=1, 5-7=-1, 7-8=5 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-5=-29, 5-7=-29, 7-8=-23, 2-7=-20 Horz: 1-2=-5, 2-4=1, 5-7=-1, 7-8=5 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 5-8=-28, 2-7=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-5=-59, 5-7=-50, 7-8=-46, 2-7=-20 Horz: 1-2=-3, 2-4=1, 5-7=8, 7-8=12 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-4=-50, 4-5=-59, 5-7=-59, 7-8=-55, 2-7=-20 Horz: 1-2=-12, 2-4=-8, 5-7=-1, 7-8=3 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-5=-59, 5-7=-59, 7-8=-55, 2-7=-20 Horz: 1-2=-3, 2-4=1, 5-7=-1, 7-8=3 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-5=-59, 5-7=-59, 7-8=-55, 2-7=-20 Horz: 1-2=-3, 2-4=1, 5-7=-1, 7-8=3 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A04 Hip 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:11 2021 Page 3 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-VZNg5nIDyItWwS5SR3IdoCh KN8UaaATp6CNd_1 yl Ids LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=4, 2-4=-28, 4-5=-28, 5-8=-28, 2-7=-12 Horz: 1-2=-16, 2-4=16, 5-8=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=4, 4-5=4, 5-8=4, 2-7=-12 Horz: 1-4=-16, 5-8=16 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-68, 4-5=-68, 5-8=-28, 2-7=-20 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-68, 5-8=-68, 2-7=-20 25) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-58, 4-5=-58, 5-8=-28, 2-7=-20 26) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-58, 5-8=-58, 2-7=-20 27) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 5-8=-28, 2-7=-20 Concentrated Loads (Ib) Vert: 18=-250 28) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 5-8=-28, 2-7=-20 Concentrated Loads (Ib) Vert: 19=-250 29) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 5-8=-28, 2-7=-20 Concentrated Loads (Ib) Vert: 20=-250 30) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 5-8=-28, 2-7=-20 Concentrated Loads (Ib) Vert: 21=-250 31) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 5-8=-28, 2-7=-20 Concentrated Loads (Ib) Vert: 22=-250 32) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 5-8=-28, 2-7=-20 Concentrated Loads (Ib) Vert: 2=-250 33) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 5-8=-28, 2-7=-20 Concentrated Loads (Ib) Vert: 13=-250 34) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 5-8=-28, 2-7=-20 Concentrated Loads (Ib) Vert: 12=-250 35) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 5-8=-28, 2-7=-20 Concentrated Loads (Ib) Vert: 10=-250 36) 10th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 5-8=-28, 2-7=-20 Concentrated Loads (Ib) Vert: 9=-250 37) 11th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 5-8=-28, 2-7=-20 Concentrated Loads (Ib) Vert: 7=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A05 Common Supported Gable 1 1 Job Reference (optional) -2-3-0 2-3-0 8-4-2 8-4-2 3.00 12 3x4 3 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:13 2021 Page 1 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-SxUQWTnTTN7E9lErYU n5tdndnxB 12EJ6a Wsk3wyl Idq 15-7-0 22-9-14 30-10-8 7-2-14 7-2-14 8-0-10 12 5x6 = 4 NO 13 3x4 5 Scale = 1:53.1 Camber = 1/8 in 6 3x4 = 14 6-7-0 11 1.5x4 // 15 12-0-12 10 3x4 = 917 16 4x6 = 19-1-4 8 3x4 = 18 24-6-8 7 1.5x4 O 19 30-10-8 3x4 = 6-7-0 5-5-12 7-0-8 5-5-4 6-4-0 Ia 0 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2018/TPI2014 CSI. TC 0.71 BC 0.49 WB 0.27 Matrix-S DEFL. in (loc) I/defl L/d Vert(LL) -0.18 8-10 >472 240 Vert(CT) -0.27 2-11 >281 180 Horz(CT) 0.01 7 n/a n/a PLATES GRIP MT20 220/195 Weight: 122 Ib FT = 20% LUMBER - TOP CHORD 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 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 12-0-0 except (jt=length) 2=14-10-8, 11=14-10-8, 10=14-10-8. (Ib) - Max Horz 2=95(LC 28) Max Uplift All uplift 100 Ib or less atjoint(s) 10, 8 except 6=-173(LC 30), 2=-268(LC 27), 11=-426(LC 27), 7=-420(LC 30) Max Gray All reactions 250 Ib or less at joint(s) except 6=382(LC 61), 2=464(LC 56), 11=701(LC 32), 10=553(LC 1), 8=552(LC 59), 7=681(LC 33) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-635/616, 3-12=-523/540, 4-12=-195/282, 5-13=-470/484, 5-6=-589/575 BOT CHORD 2-14=-539/597, 11-15=-277/362, 10-15=-522/607, 8-18=-501/604, 7-18=-259/363, 6-19=-534/592 WEBS 3-11=-848/710, 3-10=-708/620, 4-10=-513/459, 4-8=-527/477, 5-8=-687/581, 5-7=-821/665 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -2-3-7 to 0-8-9, Exterior(2N) 0-8-9 to 15-7-0, Corner(3R) 15-7-0 to 18-7-0, Exterior(2N) 18-7-0 to 30-10-8 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) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) 10, 8 except (jt=lb) 6=173, 2=268, 11=426, 7=420. 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 250.0lb live 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 3000 Ib. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 14-10-8, 18-10-8 to 30-10-8 for 111.6 plf. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-68, 4-6=-68, 2-6=-20 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A05 Common Supported Gable 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:13 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-SxUQWTnTTN7E91ErYU n5tdndnxB 12EJ6a Wsk3wyl Idq LOAD CASE(S) 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-58, 4-6=-58, 2-6=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 2-6=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=33, 2-4=23, 4-13=47, 6-13=23, 2-6=-12 Horz: 1-2=-45, 2-4=-35, 4-13=59, 6-13=35 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-12=23, 4-12=47, 4-6=23, 2-6=-12 Horz: 1-2=-30, 2-12=-35, 4-12=-59, 4-6=35 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-19, 2-4=-42, 4-6=-42, 2-6=-20 Horz: 1-2=-9, 2-4=14, 4-6=-14 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-4=-42, 4-6=-42, 2-6=-20 Horz: 1-2=9, 2-4=14, 4-6=-14 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-4=20, 4-6=9, 2-6=-12 Horz: 1-2=-47, 2-4=-32, 4-6=21 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=9, 4-6=20, 2-6=-12 Horz: 1-2=-16, 2-4=-21, 4-6=32 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-6=-18, 2-6=-20 Horz: 1-2=-5, 2-4=1, 4-6=10 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-4=-18, 4-6=-29, 2-6=-20 Horz: 1-2=-16, 2-4=-10, 4-6=-1 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-4=17, 4-6=17, 2-6=-12 Horz: 1-2=-44, 2-4=-29, 4-6=29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-4=7, 4-6=7, 2-6=-12 Horz: 1-2=-34, 2-4=-19, 4-6=19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-6=-29, 2-6=-20 Horz: 1-2=-5, 2-4=1, 4-6=-1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-6=-29, 2-6=-20 Horz: 1-2=-5, 2-4=1, 4-6=-1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 2-6=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-6=-50, 2-6=-20 Horz: 1-2=-3, 2-4=1, 4-6=8 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-4=-50, 4-6=-59, 2-6=-20 Horz: 1-2=-12, 2-4=-8, 4-6=-1 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-6=-59, 2-6=-20 Horz: 1-2=-3, 2-4=1, 4-6=-1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-6=-59, 2-6=-20 Horz: 1-2=-3, 2-4=1, 4-6=-1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=-28, 4-6=-28, 2-6=-12 Horz: 1-2=-16, 2-4=16, 4-6=-16 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A05 Common Supported Gable 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:13 2021 Page 3 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-SxUQWTnTTN7E9IErYU n5tdndnxB 12EJ6a Wsk3wyl Idq LOAD CASE(S) 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=4, 4-6=4, 2-6=-12 Horz: 1-4=-16, 4-6=16 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=18, 2-3=48, 3-12=48, 4-12=71, 4-5=-1, 5-6=-2, 2-6=-12 Horz: 1-2=-30, 2-3=349, 3-12=353, 4-12=330, 4-5=424, 5-6=406 Drag: 2-16=-112, 6-8=-112 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=18, 2-3=-1, 3-12=-1, 4-12=23, 4-5=48, 5-6=49, 2-6=-12 Horz: 1-2=-30, 2-3=-419, 3-12=-424, 4-12=-448, 4-5=-353, 5-6=-335 Drag: 2-16=112, 6-8=112 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-37, 2-3=-18, 3-4=-18, 4-5=-67, 5-6=-68, 2-6=-20 Horz: 1-2=9, 2-3=398, 3-4=403, 4-5=374, 5-6=356 Drag: 2-16=-112, 6-8=-112 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-37, 2-3=-67, 3-4=-67, 4-5=-18, 5-6=-17, 2-6=-20 Horz: 1-2=9, 2-3=-370, 3-4=-374, 4-5=-403, 5-6=-385 Drag: 2-16=112, 6-8=112 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=35, 2-3=45, 3-4=45, 4-5=-15, 5-6=-16, 2-6=-12 Horz: 1-2=-47, 2-3=352, 3-4=356, 4-5=410, 5-6=392 Drag: 2-16=-112, 6-8=-112 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=35, 2-3=-4, 3-4=-4, 4-5=33, 5-6=35, 2-6=-12 Horz: 1-2=-47, 2-3=-416, 3-4=-421, 4-5=-368, 5-6=-349 Drag: 2-16=112, 6-8=112 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=4, 2-3=34, 3-4=33, 4-5=-4, 5-6=-5, 2-6=-12 Horz: 1-2=-16, 2-3=363, 3-4=368, 4-5=421, 5-6=403 Drag: 2-16=-112, 6-8=-112 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=4, 2-3=-15, 3-4=-15, 4-5=45, 5-6=46, 2-6=-12 Horz: 1-2=-16, 2-3=-405, 3-4=-410, 4-5=-356, 5-6=-338 Drag: 2-16=112, 6-8=112 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-4, 3-4=-5, 4-5=-42, 5-6=-43, 2-6=-20 Horz: 1-2=-5, 2-3=385, 3-4=389, 4-5=399, 5-6=381 Drag: 2-16=-112, 6-8=-112 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-53, 3-4=-53, 4-5=7, 5-6=8, 2-6=-20 Horz: 1-2=-5, 2-3=-383, 3-4=-388, 4-5=-378, 5-6=-360 Drag: 2-16=112, 6-8=112 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-12, 2-3=7, 3-4=7, 4-5=-53, 5-6=-54, 2-6=-20 Horz: 1-2=-16, 2-3=374, 3-4=378, 4-5=388, 5-6=370 Drag: 2-16=-112, 6-8=-112 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-12, 2-3=-42, 3-4=-42, 4-5=-5, 5-6=-3, 2-6=-20 Horz: 1-2=-16, 2-3=-394, 3-4=-399, 4-5=-389, 5-6=-371 Drag: 2-16=112, 6-8=112 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=32, 2-3=42, 3-4=42, 4-5=-7, 5-6=-8, 2-6=-12 Horz: 1-2=-44, 2-3=355, 3-4=359, 4-5=418, 5-6=400 Drag: 2-16=-112, 6-8=-112 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=32, 2-3=-7, 3-4=-7, 4-5=42, 5-6=43, 2-6=-12 Horz: 1-2=-44, 2-3=-413, 3-4=-418, 4-5=-359, 5-6=-341 Drag: 2-16=112, 6-8=112 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A05 Common Supported Gable 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:14 2021 Page 4 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-w72ojoo6EgF5nvp16BIKQgJoXLXGnhZGoAcHbMyl Idp LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=22, 2-3=31, 3-4=31, 4-5=-18, 5-6=-19, 2-6=-12 Horz: 1-2=-34, 2-3=365, 3-4=370, 4-5=407, 5-6=389 Drag: 2-16=-112, 6-8=-112 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=22, 2-3=-18, 3-4=-18, 4-5=31, 5-6=32, 2-6=-12 Horz: 1-2=-34, 2-3=-403, 3-4=-407, 4-5=-370, 5-6=-352 Drag: 2-16=112, 6-8=112 39) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-4, 3-4=-5, 4-5=-53, 5-6=-54, 2-6=-20 Horz: 1-2=-5, 2-3=385, 3-4=389, 4-5=388, 5-6=370 Drag: 2-16=-112, 6-8=-112 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-53, 3-4=-53, 4-5=-5, 5-6=-3, 2-6=-20 Horz: 1-2=-5, 2-3=-383, 3-4=-388, 4-5=-389, 5-6=-371 Drag: 2-16=112, 6-8=112 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-4, 3-4=-5, 4-5=-53, 5-6=-54, 2-6=-20 Horz: 1-2=-5, 2-3=385, 3-4=389, 4-5=388, 5-6=370 Drag: 2-16=-112, 6-8=-112 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-53, 3-4=-53, 4-5=-5, 5-6=-3, 2-6=-20 Horz: 1-2=-5, 2-3=-383, 3-4=-388, 4-5=-389, 5-6=-371 Drag: 2-16=112, 6-8=112 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-3, 3-4=-4, 4-5=-52, 5-6=-53, 2-6=-20 Horz: 2-3=384, 3-4=389, 4-5=389, 5-6=371 Drag: 2-16=-112, 6-8=-112 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-53, 3-4=-52, 4-5=-4, 5-6=-3, 2-6=-20 Horz: 2-3=-384, 3-4=-389, 4-5=-389, 5-6=-371 Drag: 2-16=112, 6-8=112 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 2-3=8, 3-4=7, 4-5=-41, 5-6=-42, 2-6=-12 Horz: 2-3=384, 3-4=389, 4-5=389, 5-6=371 Drag: 2-16=-112, 6-8=-112 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 2-3=-41, 3-4=-41, 4-5=7, 5-6=9, 2-6=-12 Horz: 2-3=-384, 3-4=-389, 4-5=-389, 5-6=-371 Drag: 2-16=112, 6-8=112 47) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-68, 4-6=-28, 2-6=-20 48) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-68, 2-6=-20 49) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-58, 4-6=-28, 2-6=-20 50) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-58, 2-6=-20 51) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 2-6=-20 Concentrated Loads (Ib) Vert: 14=-250 52) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 2-6=-20 Concentrated Loads (Ib) Vert: 15=-250 53) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 2-6=-20 Concentrated Loads (Ib) Vert: 17=-250 54) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 5 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A05 Common Supported Gable 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:14 2021 Page 5 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-w72ojoo6EgF5nvp16BIKQgJoXLXGnhZGoAcHbMyl Idp LOAD CASE(S) Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 2-6=-20 Concentrated Loads (Ib) Vert: 18=-250 55) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 2-6=-20 Concentrated Loads (Ib) Vert: 19=-250 56) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 2-6=-20 Concentrated Loads (Ib) Vert: 2=-250 57) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 2-6=-20 Concentrated Loads (Ib) Vert: 11=-250 58) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 2-6=-20 Concentrated Loads (Ib) Vert: 10=-250 59) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 2-6=-20 Concentrated Loads (Ib) Vert: 8=-250 60) 10th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 2-6=-20 Concentrated Loads (Ib) Vert: 7=-250 61) 11th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 2-6=-20 Concentrated Loads (Ib) Vert: 6=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A06 Common 3 1 Job Reference (optional) -2-3-0 2-3-0 3x4 = 8-4-2 8-4-2 6-7-0 6-7-0 3.00 12 1.5x4 // 3x4 3 12-0-12 5-5-12 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:15 2021 Page 1 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-OKcAx8ok?_NyO3OEgvpZy2szllspW?xP1 gLg7oyl Ido 15-7-0 22-9-14 30-10-8 7-2-14 7-2-14 8-0-10 5x6 = 4 13 10 918 3x4 = 4x6 = 19-1-4 7-0-8 14 3x4 = 24-7-0 5-5-12 3x4 5 1.5x4 \\ 15 30-10-8 6-3-8 Scale = 1:53.4 Camber = 3/16 in 6 3x4 = m Plate Offsets (X,Y)-- [6:0-0-10,Edge] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.71 BC 0.53 WB 0.84 Matrix-S DEFL. in (loc) I/defl Vert(LL) -0.19 8-10 >999 Vert(CT) -0.33 2-11 >686 Horz(CT) 0.03 8 n/a L/d 240 180 n/a PLATES GRIP MT20 220/195 Weight: 123 Ib FT = 20% LUMBER - TOP CHORD 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 BRACING - TOP CHORD BOT CHORD REACTIONS. (Ib/size) 6=217/0-2-0 (min. 0-1-8), 2=829/0-5-8 (min. 0-1-8), 8=1815/0-5-8 (min. 0-1-1 Max Horz 2=69(LC 8) Max Uplift6=-48(LC 9), 2=-161(LC 8), 8=-92(LC 12) Max Grav6=364(LC 37), 2=848(LC 23), 8=1815(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-12=-1537/162, 3-12=-1529/187, 3-13=-576/106, 4-13=-527/115, 4-14=-112/1254, 5-14=-124/1147, 5-15=-197/423, 6-15=-215/387 BOT CHORD 2-16=-136/1424, 11-16=-136/1424, 11-17=-197/1306, 10-17=-197/1306, 8-19=-499/29, 7-19=-499/29, 7-20=-376/191, 6-20=-376/191 WEBS 3-11=0/500, 3-10=-937/235, 4-10=-51/807, 4-8=-1595/273, 5-8=-1016/253, 5-7=0/512 5) Structural wood sheathing directly applied or 4-8-7 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-8-9, Interior(1) 0-8-9 to 15-7-0, Exterior(2R) 15-7-0 to 18-7-0, Interior(1) 18-7-0 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) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 6, 8 except (jt=Ib) 2=161. 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 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-68, 4-6=-68, 2-6=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A06 Common 3 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:15 2021 Page 2 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-OKcAx8ok?_Ny03OEgvpZy2szlIspW?xP1 gLg7oyl Ido LOAD CASE(S) Uniform Loads (plf) Vert: 1-4=-58, 4-6=-58, 2-6=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 2-6=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=52, 2-12=28, 4-12=23, 4-14=32, 6-14=23, 2-6=-12 Horz: 1-2=-64, 2-12=-40, 4-12=-35, 4-14=44, 6-14=35 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-13=23, 4-13=32, 4-15=23, 6-15=28, 2-6=-12 Horz: 1-2=-30, 2-13=-35, 4-13=-44, 4-15=35, 6-15=40 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-19, 2-4=-42, 4-6=-42, 2-6=-20 Horz: 1-2=-9, 2-4=14, 4-6=-14 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-4=-42, 4-6=-42, 2-6=-20 Horz: 1-2=9, 2-4=14, 4-6=-14 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-4=20, 4-6=9, 2-6=-12 Horz: 1-2=-47, 2-4=-32, 4-6=21 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=9, 4-6=20, 2-6=-12 Horz: 1-2=-16, 2-4=-21, 4-6=32 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-6=-18, 2-6=-20 Horz: 1-2=-5, 2-4=1, 4-6=10 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-4=-18, 4-6=-29, 2-6=-20 Horz: 1-2=-16, 2-4=-10, 4-6=-1 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-4=17, 4-6=17, 2-6=-12 Horz: 1-2=-44, 2-4=-29, 4-6=29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-4=7, 4-6=7, 2-6=-12 Horz: 1-2=-34, 2-4=-19, 4-6=19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-6=-29, 2-6=-20 Horz: 1-2=-5, 2-4=1, 4-6=-1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-6=-29, 2-6=-20 Horz: 1-2=-5, 2-4=1, 4-6=-1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 2-6=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-6=-50, 2-6=-20 Horz: 1-2=-3, 2-4=1, 4-6=8 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-4=-50, 4-6=-59, 2-6=-20 Horz: 1-2=-12, 2-4=-8, 4-6=-1 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-6=-59, 2-6=-20 Horz: 1-2=-3, 2-4=1, 4-6=-1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-6=-59, 2-6=-20 Horz: 1-2=-3, 2-4=1, 4-6=-1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=-28, 4-6=-28, 2-6=-12 Horz: 1-2=-16, 2-4=16, 4-6=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A06 Common 3 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:15 2021 Page 3 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-OKcAx8ok?_NyO3OEgvpZy2szlIspW?xP1 gLg7oyl Ido LOAD CASE(S) Uniform Loads (plf) Vert: 1-4=4, 4-6=4, 2-6=-12 Horz: 1-4=-16, 4-6=16 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-68, 4-6=-28, 2-6=-20 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-68, 2-6=-20 25) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-58, 4-6=-28, 2-6=-20 26) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-58, 2-6=-20 27) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 2-6=-20 Concentrated Loads (Ib) Vert: 16=-250 28) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 2-6=-20 Concentrated Loads (Ib) Vert: 17=-250 29) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 2-6=-20 Concentrated Loads (Ib) Vert: 18=-250 30) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 2-6=-20 Concentrated Loads (Ib) Vert: 19=-250 31) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 2-6=-20 Concentrated Loads (Ib) Vert: 20=-250 32) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 2-6=-20 Concentrated Loads (Ib) Vert: 2=-250 33) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 2-6=-20 Concentrated Loads (Ib) Vert: 11=-250 34) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 2-6=-20 Concentrated Loads (Ib) Vert: 10=-250 35) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 2-6=-20 Concentrated Loads (Ib) Vert: 8=-250 36) 10th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 2-6=-20 Concentrated Loads (Ib) Vert: 7=-250 37) 11th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 2-6=-20 Concentrated Loads (Ib) Vert: 6=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A07 Half Hip 1 1 Job Reference (optional) -2-3-0 2-3-0 2 13 8-4-4 8-4-4 3.00 12 3x4 3 W B+ Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:17 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-KikxLgq_XbdfeNYcnKs11 TxJYYWB_x2iU8gxChyl Idm 15-7-4 22-7-4 30-10-8 7-3-0 I 7-0-0 8-3-4 14 5x8 = 4 W3 15 16 3x4 = 5 FRI 17 Scale = 1:55.3 Camber = 5/16 in 3x6 = 6 2 3x4 = 18 12 19 1110 20 8-4-4 8-4-4 1.5x4 11 15-7-4 7-3-0 3x6 = 3x4 = 19-1-4 3-6-0 9 3x4 = 21 26-1-4 7-0-0 8 3x4 = 22 30-10-8 4-9-4 7 2x4 I I v v Plate Offsets (X,Y)--[4:0-4-0,0-1-12], [6:0-2-12,0-1-8] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CSI. TC 0.72 BC 0.67 WB 0.67 Matrix-S DEFL. in (loc) I/defl L/d Vert(LL) -0.33 2-12 >679 240 Vert(CT) -0.64 2-12 >356 180 Horz(CT) 0.03 9 n/a n/a PLATES GRIP MT20 220/195 Weight: 140 Ib FT = 20% LUMBER - TOP CHORD 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 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-3-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 7=126/0-2-0 (min. 0-1-8), 2=776/0-5-8 (min. 0-1-8), 9=1953/0-5-8 (min. 0-2-1) Max Horz 2=147(LC 11) Max Uplift7=-91(LC 9), 2=-149(LC 8), 9=-106(LC 12) Max Grav7=316(LC 37), 2=776(LC 1), 9=1953(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-13=-1189/105, 3-13=-1180/130, 3-14=-88/259, 4-14=-76/334, 4-15=-222/1182, 15-16=-222/1180, 5-16=-222/1178 BOT CHORD 2-18=-251/1088, 12-18=-251/1088, 12-19=-251/1088, 11-19=-251/1088, 10-11=-296/67, 10-20=-296/67, 9-20=-296/67, 9-21=-435/63, 8-21=-435/63 WEBS 3-12=0/422, 3-11=-1423/242, 4-11=-12/576, 4-9=-1318/267, 5-9=-1164/238, 5-8=0/454 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-8-9, Interior(1) 0-8-9 to 15-7-4, Exterior(2R) 15-7-4 to 19-10-3, Interior(1) 19-10-3 to 30-8-12 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 at joint(s) 7. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 7 except (jt=Ib) 2=149, 9=106. 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 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A07 Half Hip 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:17 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-KikxLgq_XbdfeNYcnKs11 TxJYYWB_x2iU8gxChyl Idm LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-68, 4-6=-68, 2-7=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-58, 4-6=-58, 2-7=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 2-7=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=52, 2-13=28, 4-13=23, 4-16=32, 6-16=23, 2-7=-12 Horz: 1-2=-64, 2-13=-40, 4-13=-35, 6-7=30 Drag: 4-16=0, 5-16=0 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-14=23, 4-14=32, 4-17=23, 6-17=28, 2-7=-12 Horz: 1-2=-30, 2-14=-35, 4-14=-44, 6-7=-17 Drag: 4-5=0 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-19, 2-4=-42, 4-6=-42, 2-7=-20 Horz: 1-2=-9, 2-4=14, 6-7=-27 Drag: 4-5=-0 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-4=-42, 4-6=-42, 2-7=-20 Horz: 1-2=9, 2-4=14, 6-7=20 Drag: 4-5=-0 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-4=20, 4-6=11, 2-7=-12 Horz: 1-2=-47, 2-4=-32, 6-7=18 Drag: 4-5=0 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=9, 4-15=11, 6-15=26, 2-7=-12 Horz: 1-2=-16, 2-4=-21, 6-7=-15 Drag: 4-15=0, 5-15=0 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-6=-29, 2-7=-20 Horz: 1-2=-5, 2-4=1, 6-7=7 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-4=-18, 4-6=-29, 2-7=-20 Horz: 1-2=-16, 2-4=-10, 6-7=-26 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-4=17, 4-6=17, 2-7=-12 Horz: 1-2=-44, 2-4=-29, 6-7=23 Drag: 4-5=0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-4=7, 4-6=7, 2-7=-12 Horz: 1-2=-34, 2-4=-19, 6-7=23 Drag: 4-5=0 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-6=-29, 2-7=-20 Horz: 1-2=-5, 2-4=1, 6-7=12 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-6=-29, 2-7=-20 Horz: 1-2=-5, 2-4=1, 6-7=12 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 2-7=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-6=-59, 2-7=-20 Horz: 1-2=-3, 2-4=1, 6-7=5 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-4=-50, 4-6=-59, 2-7=-20 Horz: 1-2=-12, 2-4=-8, 6-7=-19 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A07 Half Hip 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:17 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-KikxLgq_XbdfeNYcnKs11 TxJYYWB_x2iU8gxChyl Idm LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-6=-59, 2-7=-20 Horz: 1-2=-3, 2-4=1, 6-7=9 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-6=-59, 2-7=-20 Horz: 1-2=-3, 2-4=1, 6-7=9 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=-28, 4-6=-28, 2-7=-12 Horz: 1-2=-16, 2-4=16, 6-7=-16 Drag: 4-5=-0 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=4, 4-6=4, 2-7=-12 Horz: 1-4=-16, 6-7=16 Drag: 4-5=0 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-68, 4-6=-68, 2-7=-20 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-68, 2-7=-20 25) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-58, 4-6=-58, 2-7=-20 26) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-58, 2-7=-20 27) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 2-7=-20 Concentrated Loads (Ib) Vert: 18=-250 28) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 2-7=-20 Concentrated Loads (Ib) Vert: 19=-250 29) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 2-7=-20 Concentrated Loads (Ib) Vert: 20=-250 30) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 2-7=-20 Concentrated Loads (Ib) Vert: 21=-250 31) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 2-7=-20 Concentrated Loads (Ib) Vert: 22=-250 32) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 2-7=-20 Concentrated Loads (Ib) Vert: 2=-250 33) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 2-7=-20 Concentrated Loads (Ib) Vert: 12=-250 34) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 2-7=-20 Concentrated Loads (Ib) Vert: 11=-250 35) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 2-7=-20 Concentrated Loads (Ib) Vert: 9=-250 36) 10th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 2-7=-20 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A07 Half Hip 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:17 2021 Page 4 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-KikxLgq_XbdfeNYcnKs11 TxJYYWB_x2iU8gxChyl Idm LOAD CASE(S) Concentrated Loads (Ib) Vert: 8=-250 37) 11th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 2-7=-20 Concentrated Loads (Ib) Vert: 7=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A08 Roof Special 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:19 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-G5rhm WrE3DtNtgi?vluV6u0j_MDdSoL?ySJ2Gayl Idk -2-3-0 2-3-0 3x6 = 6-6-0 6-6-0 19-1-4 13-0-0 17-0-2 17-7/4 23-5-0 6-6-0 4-0-2 7- 1-6-0 4-3-12 3.00 12 5x8 = 29-6-0 6-1-0 21 16 22 15 14 13 23 12 24 25 11 " 1 4x5 = 30-10-81 11-4-8 Scale = 1:56.7 Camber = 3/16 in 1.5x4 II 8 9 6-6-0 6-6-0 1.5x4 II 13-0-0 6-6-0 4x8 = 19-1-4 6-1-4 1 23-5-0 4-3-12 3x6 = 1 29-6-0 130-10-� 6-1-0 1-4-8 cr.)IM 0 Plate Offsets (X,Y)-- [6:0-4-0,0-1-4], [15:0-4-0,0-1-12] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.47 BC 0.54 WB 0.88 Matrix-S DEFL. in (loc) I/defl L/d Vert(LL)-0.1915-16 >999 240 Vert(CT) -0.38 15-16 >602 180 Horz(CT) 0.05 10 n/a n/a PLATES GRIP MT20 220/195 Weight: 161 Ib FT = 20% LUMBER - TOP CHORD 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 *Except* B3: 2x6 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 4-7-10 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-9. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-15. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 10=345/0-2-0 (min. 0-1-8), 2=869/0-5-8 (min. 0-1-8), 13=1791/0-5-8 (min. 0-1-15) Max Horz 2=160(LC 11) Max Upliftl0=-29(LC 9), 2=-183(LC 8) Max Gray 10=454(LC 39), 2=905(LC 23), 13=1791(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-17=-1869/211, 3-17=-1860/230, 3-4=-764/169, 4-5=-687/178, 5-6=-755/227, 6-18=-25/657, 18-19=-26/651, 7-19=-27/644 BOT CHORD 2-21=-406/1755, 16-21=-406/1755, 16-22=-406/1755, 15-22=-406/1755, 14-15=-353/3, 13-14=-353/3 WEBS 5-15=-405/170, 3-16=0/374, 3-15=-1111/156, 6-15=-187/1143, 6-13=-1054/223, 7-12=0/477, 7-13=-1033/8, 8-11=-50/271, 8-10=-517/70 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-8-9, Interior(1) 0-8-9 to 17-3-8, Exterior(2R) 17-3-8 to 21-6-6, Interior(1) 21-6-6 to 30-8-12 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 3) 150.01b AC unit load placed on the bottom chord, 24-5-0 from left end, supported at two points, 1-10-0 apart. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 3x4 MT20 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 at joint(s) 10. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 10 except (jt=Ib) 2=183. 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 250.0Ib live 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. LOAD CASE(S) Continued on pa.ge 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A08 Roof Special 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:19 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-G5rhm WrE3DtNtgi?vluV6u0j_MDdSoL?ySJ2Gayl Idk LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-68, 6-9=-68, 2-10=-20 Concentrated Loads (Ib) Vert: 12=-75 24=-75 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-58, 6-9=-58, 2-10=-20 Concentrated Loads (Ib) Vert: 12=-75 24=-75 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-40 Concentrated Loads (Ib) Vert: 12=-75 24=-75 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=52, 2-17=28, 6-17=23, 6-19=32, 9-19=23, 2-10=-12 Horz: 1-2=-64, 2-17=-40, 6-17=-35, 6-19=44, 7-19=35, 9-10=30 Concentrated Loads (Ib) Vert: 12=-75 24=-75 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-5=23, 5-6=32, 6-20=23, 9-20=28, 2-10=-12 Horz: 1-2=-30, 2-5=-35, 5-6=-44, 6-7=35, 9-10=-17 Concentrated Loads (Ib) Vert: 12=-75 24=-75 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-19, 2-6=-42, 6-9=-42, 2-10=-20 Horz: 1-2=-9, 2-6=14, 6-7=-14, 9-10=-27 Concentrated Loads (Ib) Vert: 12=-75 24=-75 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-6=-42, 6-9=-42, 2-10=-20 Horz: 1-2=9, 2-6=14, 6-7=-14, 9-10=20 Concentrated Loads (Ib) Vert: 12=-75 24=-75 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-6=20, 6-9=11, 2-10=-12 Horz: 1-2=-47, 2-6=-32, 6-7=23, 9-10=18 Concentrated Loads (Ib) Vert: 12=-75 24=-75 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-6=9, 6-18=11, 9-18=26, 2-10=-12 Horz: 1-2=-16, 2-6=-21, 6-18=23, 7-18=38, 9-10=-15 Concentrated Loads (Ib) Vert: 12=-75 24=-75 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-6=-29, 6-9=-29, 2-10=-20 Horz: 1-2=-5, 2-6=1, 6-7=-1, 9-10=7 Concentrated Loads (Ib) Vert: 12=-75 24=-75 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-6=-18, 6-9=-29, 2-10=-20 Horz: 1-2=-16, 2-6=-10, 6-7=-1, 9-10=-26 Concentrated Loads (Ib) Vert: 12=-75 24=-75 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-6=17, 6-9=17, 2-10=-12 Horz: 1-2=-44, 2-6=-29, 6-7=29, 9-10=23 Concentrated Loads (Ib) Vert: 12=-75 24=-75 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-6=7, 6-9=7, 2-10=-12 Horz: 1-2=-34, 2-6=-19, 6-7=19, 9-10=23 Concentrated Loads (Ib) Vert: 12=-75 24=-75 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A08 Roof Special 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:19 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-G5rhm WrE3DtNtgi?vluV6u0j_MDdSoL?ySJ2Gayl Idk LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-23, 2-6=-29, 6-9=-29, 2-10=-20 Horz: 1-2=-5, 2-6=1, 6-7=-1, 9-10=12 Concentrated Loads (Ib) Vert: 12=-75 24=-75 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-6=-29, 6-9=-29, 2-10=-20 Horz: 1-2=-5, 2-6=1, 6-7=-1, 9-10=12 Concentrated Loads (Ib) Vert: 12=-75 24=-75 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 12=-75 24=-75 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-6=-59, 6-9=-59, 2-10=-20 Horz: 1-2=-3, 2-6=1, 6-7=-1, 9-10=5 Concentrated Loads (Ib) Vert: 12=-75 24=-75 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-6=-50, 6-9=-59, 2-10=-20 Horz: 1-2=-12, 2-6=-8, 6-7=-1, 9-10=-19 Concentrated Loads (Ib) Vert: 12=-75 24=-75 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-6=-59, 6-9=-59, 2-10=-20 Horz: 1-2=-3, 2-6=1, 6-7=-1, 9-10=9 Concentrated Loads (Ib) Vert: 12=-75 24=-75 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-6=-59, 6-9=-59, 2-10=-20 Horz: 1-2=-3, 2-6=1, 6-7=-1, 9-10=9 Concentrated Loads (Ib) Vert: 12=-75 24=-75 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-6=-28, 6-9=-28, 2-10=-12 Horz: 1-2=-16, 2-6=16, 6-7=-16, 9-10=-16 Concentrated Loads (Ib) Vert: 12=-75 24=-75 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=4, 6-9=4, 2-10=-12 Horz: 1-6=-16, 6-7=16, 9-10=16 Concentrated Loads (Ib) Vert: 12=-75 24=-75 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-68, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 12=-75 24=-75 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-68, 2-10=-20 Concentrated Loads (Ib) Vert: 12=-75 24=-75 25) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-58, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 12=-75 24=-75 26) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-58, 2-10=-20 Concentrated Loads (Ib) Vert: 12=-75 24=-75 27) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 12=-75 21=-250 24=-75 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A08 Roof Special 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:19 2021 Page 4 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-G5rhm WrE3DtNtgi?vluV6u0j_MDdSoL?ySJ2Gayl Idk LOAD CASE(S) 28) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 12=-75 22=-250 24=-75 29) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 14=-250 12=-75 24=-75 30) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 12=-75 23=-250 24=-75 31) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 12=-75 24=-75 25=-250 32) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 12=-75 24=-75 26=-250 33) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 2=-250 12=-75 24=-75 34) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 16=-250 12=-75 24=-75 35) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 15=-250 12=-75 24=-75 36) 10th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 13=-250 12=-75 24=-75 37) 11th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 12=-325 24=-75 38) 12th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 12=-75 11=-250 24=-75 39) 13th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 10=-250 12=-75 24=-75 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A09 Roof Special 1 1 Job Reference (optional) N u- ,31 230 2-3-0 2 17 3x6 = 6-6-0 6-6-0 13-0-0 6-6-0 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:21 2021 Page 1 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-DUzSBCtVbg757_rN0AwzCJ64gAv3whAlPmo9LSyl Idi 19-7-4 3.00 12 18 19-0-2 194-41 23-5-0 29-6-0 6-0-2 0- -2 3-9-12 6-1-0 0-6-0 20 16 21 15 14 6-6-0 6-6-0 1.5x4 II 13-0-0 6-6-0 4x5 = 4x5 = 19-1-4 6-1-4 4x5 13 22 12 23 24 11 " 10 3x10 = 3x6 = 130-10-81 1-4-8 Scale = 1:56.7 Camber = 3/16 in 1.5x4 II 19 8 9 23-5-0 4-3-12 29-6-0 130-10-� 6-1-0 1-4-8 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.39 BC 0.54 WB 0.92 Matrix-S DEFL. in (loc) I/defl Vert(LL)-0.1915-16 >999 Vert(CT)-0.3815-16 >594 Horz(CT) 0.06 10 n/a L/d 240 180 n/a PLATES GRIP MT20 220/195 Weight: 165 Ib FT = 20% LUMBER - TOP CHORD 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 *Except* B3: 2x6 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING - TOP CHORD BOT CHORD WEBS REACTIONS. (Ib/size) 10=355/0-2-0 (min. 0-1-8), 2=875/0-5-8 (min. 0-1-8), 13=1775/0-5-8 (min. 0-2-1 Max Horz 2=175(LC 9) Max Upliftl0=-33(LC 9), 2=-184(LC 8) Max Gray 10=458(LC 39), 2=883(LC 2), 13=1940(LC 19) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-17=-1844/204, 3-17=-1837/223, 3-4=-670/177, 4-5=-587/187, 5-18=-41/581, 6-18=-32/650, 6-7=-9/610 BOT CHORD 2-20=-402/1777, 16-20=-402/1777, 16-21=-402/1777, 15-21=-402/1777, 14-15=-263/635, 13-14=-263/635 WEBS 5-15=0/528, 3-16=0/375, 3-15=-1178/144, 5-13=-1356/218, 6-13=-400/130, 7-12=0/480, 7-13=-1019/0, 8-11=-50/260, 8-10=-554/82 Structural wood sheathing directly applied or 4-7-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-9. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt 5-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-8-9, Interior(1) 0-8-9 to 19-0-2, Exterior(2R) 19-0-2 to 23-3-3, Interior(1) 23-3-3 to 30-8-12 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 3) 150.01b AC unit load placed on the bottom chord, 24-5-0 from left end, supported at two points, 1-10-0 apart. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 3x4 MT20 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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 at joint(s) 10. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 10 except (jt=lb) 2=184. 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 250.01b live 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. LOAD CASE(S) Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A09 Roof Special 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:21 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-DUzSBCtVbg757_rNOAwzCJ64gAv3whAlPmo9LSyl Idi LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-68, 6-9=-68, 2-10=-20 Concentrated Loads (Ib) Vert: 12=-75 23=-75 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-58, 6-9=-58, 2-12=-35, 11-12=-50, 10-11=-35 Concentrated Loads (Ib) Vert: 12=-75 23=-75 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-40 Concentrated Loads (Ib) Vert: 12=-75 23=-75 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=52, 2-17=28, 6-17=23, 6-7=32, 7-9=23, 2-10=-12 Horz: 1-2=-64, 2-17=-40, 6-17=-35, 9-10=30 Concentrated Loads (Ib) Vert: 12=-75 23=-75 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-18=23, 6-18=32, 6-19=23, 9-19=28, 2-10=-12 Horz: 1-2=-30, 2-18=-35, 6-18=-44, 9-10=-17 Concentrated Loads (Ib) Vert: 12=-75 23=-75 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-19, 2-6=-42, 6-9=-42, 2-10=-20 Horz: 1-2=-9, 2-6=14, 9-10=-27 Concentrated Loads (Ib) Vert: 12=-75 23=-75 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-6=-42, 6-9=-42, 2-10=-20 Horz: 1-2=9, 2-6=14, 9-10=20 Concentrated Loads (Ib) Vert: 12=-75 23=-75 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-6=20, 6-9=11, 2-10=-12 Horz: 1-2=-47, 2-6=-32, 9-10=18 Concentrated Loads (Ib) Vert: 12=-75 23=-75 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-6=9, 6-9=26, 2-10=-12 Horz: 1-2=-16, 2-6=-21, 9-10=-15 Concentrated Loads (Ib) Vert: 12=-75 23=-75 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-6=-29, 6-9=-29, 2-10=-20 Horz: 1-2=-5, 2-6=1, 9-10=7 Concentrated Loads (Ib) Vert: 12=-75 23=-75 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-6=-18, 6-9=-29, 2-10=-20 Horz: 1-2=-16, 2-6=-10, 9-10=-26 Concentrated Loads (Ib) Vert: 12=-75 23=-75 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-6=17, 6-9=17, 2-10=-12 Horz: 1-2=-44, 2-6=-29, 9-10=23 Concentrated Loads (Ib) Vert: 12=-75 23=-75 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-6=7, 6-9=7, 2-10=-12 Horz: 1-2=-34, 2-6=-19, 9-10=23 Concentrated Loads (Ib) Vert: 12=-75 23=-75 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A09 Roof Special 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:21 2021 Page 3 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-DUzSBCtVbg757_rNOAwzCJ64gAv3whAlPmo9LSyl Idi LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-23, 2-6=-29, 6-9=-29, 2-10=-20 Horz: 1-2=-5, 2-6=1, 9-10=12 Concentrated Loads (Ib) Vert: 12=-75 23=-75 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-6=-29, 6-9=-29, 2-10=-20 Horz: 1-2=-5, 2-6=1, 9-10=12 Concentrated Loads (Ib) Vert: 12=-75 23=-75 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-12=-40, 11-12=-60, 10-11=-40 Concentrated Loads (Ib) Vert: 12=-75 23=-75 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-6=-59, 6-9=-59, 2-12=-35, 11-12=-50, 10-11=-35 Horz: 1-2=-3, 2-6=1, 9-10=5 Concentrated Loads (Ib) Vert: 12=-75 23=-75 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-6=-50, 6-9=-59, 2-12=-35, 11-12=-50, 10-11=-35 Horz: 1-2=-12, 2-6=-8, 9-10=-19 Concentrated Loads (Ib) Vert: 12=-75 23=-75 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-6=-59, 6-9=-59, 2-12=-35, 11-12=-50, 10-11=-35 Horz: 1-2=-3, 2-6=1, 9-10=9 Concentrated Loads (Ib) Vert: 12=-75 23=-75 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-6=-59, 6-9=-59, 2-12=-35, 11-12=-50, 10-11=-35 Horz: 1-2=-3, 2-6=1, 9-10=9 Concentrated Loads (Ib) Vert: 12=-75 23=-75 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-6=-28, 6-9=-28, 2-10=-12 Horz: 1-2=-16, 2-6=16, 9-10=-16 Concentrated Loads (Ib) Vert: 12=-75 23=-75 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=4, 6-9=4, 2-10=-12 Horz: 1-6=-16, 9-10=16 Concentrated Loads (Ib) Vert: 12=-75 23=-75 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-68, 6-9=-68, 2-10=-20 Concentrated Loads (Ib) Vert: 12=-75 23=-75 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-68, 2-10=-20 Concentrated Loads (Ib) Vert: 12=-75 23=-75 25) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-58, 6-9=-58, 2-12=-35, 11-12=-50, 10-11=-35 Concentrated Loads (Ib) Vert: 12=-75 23=-75 26) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-58, 2-12=-35, 11-12=-50, 10-11=-35 Concentrated Loads (Ib) Vert: 12=-75 23=-75 27) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 12=-75 20=-250 23=-75 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A09 Roof Special 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:21 2021 Page 4 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-DUzSBCtVbg757_rNOAwzCJ64gAv3whAlPmo9LSyl Idi LOAD CASE(S) 28) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 12=-75 21=-250 23=-75 29) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 14=-250 12=-75 23=-75 30) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 12=-75 22=-250 23=-75 31) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 12=-75 23=-75 24=-250 32) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 12=-75 23=-75 25=-250 33) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 2=-250 12=-75 23=-75 34) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 16=-250 12=-75 23=-75 35) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 15=-250 12=-75 23=-75 36) 10th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 12=-75 13=-250 23=-75 37) 11th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 12=-325 23=-75 38) 12th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 12=-75 11=-250 23=-75 39) 13th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 10=-250 12=-75 23=-75 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A10 Roof Special 1 1 Job Reference (optional) -2-3-0 2-3-0 2 18 3x6 = 6-6-0 6-6-0 13-0-0 6-6-0 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:23 2021 Page 1 19-I D:2ar?8W2eFUCW R?T2 pXo8wrzylz6Y-9s5Cctv17ROpM1?m8ayRHkBQ,37zbXOg,bYat4H FPLyI Idg 6-11 4 1 1-10-1420 7 2 1 9-12 I 69 -00 1 1-4 8 l 3.00 12 1.5x4 II 4x8 = 6 7 8 22 17 23 16 15 14 24 13 25 26 12 `. 1 4x5 = Scale = 1:56.7 Camber = 3/16 in 1.5x4 II 6-6-0 6-6-0 1.5x4 II 13-0-0 6-6-0 4x5 = 19-1-4 6-1-4 3x10 = 23-5-0 4-3-12 3x6 = 29-6-0 130-10-� 6-1-0 1-4-8 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CS!. TC 0.40 BC 0.54 WB 0.93 Matrix-S DEFL. in (loc) I/defl L/d Vert(LL)-0.1916-17 >999 240 Vert(CT) -0.38 16-17 >595 180 Horz(CT) 0.06 11 n/a n/a PLATES GRIP MT20 220/195 Weight: 170 Ib FT = 20% LUMBER - TOP CHORD 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 *Except* B3: 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 4-8-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 11=353/0-2-0 (min. 0-1-8), 2=874/0-5-8 (min. 0-1-8), 14=1778/0-5-8 (min. 0-2-1) Max Horz 2=193(LC 11) Max Upliftl 1=-34(LC 9), 2=-181(LC 8) Max Gray 11=457(LC 39), 2=881(LC 2), 14=1945(LC 19) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-18=-1839/195, 3-18=-1832/214, 3-4=-658/167, 4-5=-575/177, 5-19=-69/556, 6-19=-59/633, 6-7=-14/558, 7-8=-13/573 BOT CHORD 2-22=-393/1775, 17-22=-393/1775, 17-23=-393/1775, 16-23=-393/1775, 15-16=-248/623, 14-15=-248/623 WEBS 5-16=0/529, 3-17=0/375, 3-16=-1189/150, 5-14=-1304/200, 6-14=-412/154, 8-13=0/475, 8-14=-1003/0, 9-12=-50/264, 9-11=-553/83 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-8-9, Interior(1) 0-8-9 to 20-4-12, Exterior(2R) 20-4-12 to 24-7-11, Interior(1) 24-7-11 to 30-8-12 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 3) 150.0lb AC unit load placed on the bottom chord, 24-5-0 from left end, supported at two points, 1-10-0 apart. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 3x4 MT20 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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 at joint(s) 11. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 11 except (jt=lb) 2=181 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 250.0lb live 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. LOAD CASE(S) Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A10 Roof Special 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:23 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-9s5Cctv17ROpM1?m8ayRHkBQ7zbXObYat4H FPLyI Idg LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-68, 7-10=-68, 2-11=-20 Concentrated Loads (Ib) Vert: 13=-75 25=-75 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-58, 7-10=-58, 2-13=-35, 12-13=-50, 11-12=-35 Concentrated Loads (Ib) Vert: 13=-75 25=-75 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-28, 7-10=-28, 2-11=-40 Concentrated Loads (Ib) Vert: 13=-75 25=-75 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=52, 2-18=28, 7-18=23, 7-20=32, 10-20=23, 2-11=-12 Horz: 1-2=-64, 2-18=-40, 7-18=-35, 10-11=30 Concentrated Loads (Ib) Vert: 13=-75 25=-75 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-19=23, 7-19=32, 7-21=23, 10-21=28, 2-11=-12 Horz: 1-2=-30, 2-19=-35, 7-19=-44, 10-11=-17 Concentrated Loads (Ib) Vert: 13=-75 25=-75 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-19, 2-7=-42, 7-10=-42, 2-11=-20 Horz: 1-2=-9, 2-7=14, 10-11=-27 Concentrated Loads (Ib) Vert: 13=-75 25=-75 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-7=-42, 7-10=-42, 2-11=-20 Horz: 1-2=9, 2-7=14, 10-11=20 Concentrated Loads (Ib) Vert: 13=-75 25=-75 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-7=20, 7-10=11, 2-11=-12 Horz: 1-2=-47, 2-7=-32, 10-11=18 Concentrated Loads (Ib) Vert: 13=-75 25=-75 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-7=9, 7-10=26, 2-11=-12 Horz: 1-2=-16, 2-7=-21, 10-11=-15 Concentrated Loads (Ib) Vert: 13=-75 25=-75 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-7=-29, 7-10=-29, 2-11=-20 Horz: 1-2=-5, 2-7=1, 10-11=7 Concentrated Loads (Ib) Vert: 13=-75 25=-75 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-7=-18, 7-10=-29, 2-11=-20 Horz: 1-2=-16, 2-7=-10, 10-11=-26 Concentrated Loads (Ib) Vert: 13=-75 25=-75 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-7=17, 7-10=17, 2-11=-12 Horz: 1-2=-44, 2-7=-29, 10-11=23 Concentrated Loads (Ib) Vert: 13=-75 25=-75 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-7=7, 7-10=7, 2-11=-12 Horz: 1-2=-34, 2-7=-19, 10-11=23 Concentrated Loads (Ib) Vert: 13=-75 25=-75 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A10 Roof Special 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:24 2021 Page 3 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-d3fapDvNulWg_SayhlUgpxkbtNwm72ok5k1 pxnylldf LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-23, 2-7=-29, 7-10=-29, 2-11=-20 Horz: 1-2=-5, 2-7=1, 10-11=12 Concentrated Loads (Ib) Vert: 13=-75 25=-75 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-7=-29, 7-10=-29, 2-11=-20 Horz: 1-2=-5, 2-7=1, 10-11=12 Concentrated Loads (Ib) Vert: 13=-75 25=-75 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-28, 7-10=-28, 2-13=-40, 12-13=-60, 11-12=-40 Concentrated Loads (Ib) Vert: 13=-75 25=-75 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-7=-59, 7-10=-59, 2-13=-35, 12-13=-50, 11-12=-35 Horz: 1-2=-3, 2-7=1, 10-11=5 Concentrated Loads (Ib) Vert: 13=-75 25=-75 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-7=-50, 7-10=-59, 2-13=-35, 12-13=-50, 11-12=-35 Horz: 1-2=-12, 2-7=-8, 10-11=-19 Concentrated Loads (Ib) Vert: 13=-75 25=-75 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-7=-59, 7-10=-59, 2-13=-35, 12-13=-50, 11-12=-35 Horz: 1-2=-3, 2-7=1, 10-11=9 Concentrated Loads (Ib) Vert: 13=-75 25=-75 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-7=-59, 7-10=-59, 2-13=-35, 12-13=-50, 11-12=-35 Horz: 1-2=-3, 2-7=1, 10-11=9 Concentrated Loads (Ib) Vert: 13=-75 25=-75 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-7=-28, 7-10=-28, 2-11=-12 Horz: 1-2=-16, 2-7=16, 10-11=-16 Concentrated Loads (Ib) Vert: 13=-75 25=-75 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=4, 7-10=4, 2-11=-12 Horz: 1-7=-16, 10-11=16 Concentrated Loads (Ib) Vert: 13=-75 25=-75 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-68, 7-10=-68, 2-11=-20 Concentrated Loads (Ib) Vert: 13=-75 25=-75 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-28, 7-10=-68, 2-11=-20 Concentrated Loads (Ib) Vert: 13=-75 25=-75 25) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-58, 7-10=-58, 2-13=-35, 12-13=-50, 11-12=-35 Concentrated Loads (Ib) Vert: 13=-75 25=-75 26) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-28, 7-10=-58, 2-13=-35, 12-13=-50, 11-12=-35 Concentrated Loads (Ib) Vert: 13=-75 25=-75 27) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-10=-28, 2-11=-20 Concentrated Loads (Ib) Vert: 13=-75 22=-250 25=-75 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A10 Roof Special 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:24 2021 Page 4 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-d3fapDvNulWg_SayhlUgpxkbtNwm72ok5k1 pxnylldf LOAD CASE(S) 28) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-10=-28, 2-11=-20 Concentrated Loads (Ib) Vert: 13=-75 23=-250 25=-75 29) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-10=-28, 2-11=-20 Concentrated Loads (Ib) Vert: 15=-250 13=-75 25=-75 30) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-10=-28, 2-11=-20 Concentrated Loads (Ib) Vert: 13=-75 24=-250 25=-75 31) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-10=-28, 2-11=-20 Concentrated Loads (Ib) Vert: 13=-75 25=-75 26=-250 32) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-10=-28, 2-11=-20 Concentrated Loads (Ib) Vert: 13=-75 25=-75 27=-250 33) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-10=-28, 2-11=-20 Concentrated Loads (Ib) Vert: 2=-250 13=-75 25=-75 34) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-10=-28, 2-11=-20 Concentrated Loads (Ib) Vert: 17=-250 13=-75 25=-75 35) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-10=-28, 2-11=-20 Concentrated Loads (Ib) Vert: 16=-250 13=-75 25=-75 36) 10th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-10=-28, 2-11=-20 Concentrated Loads (Ib) Vert: 13=-75 14=-250 25=-75 37) 11th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-10=-28, 2-11=-20 Concentrated Loads (Ib) Vert: 13=-325 25=-75 38) 12th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-10=-28, 2-11=-20 Concentrated Loads (Ib) Vert: 13=-75 12=-250 25=-75 39) 13th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-10=-28, 2-11=-20 Concentrated Loads (Ib) Vert: 11=-250 13=-75 25=-75 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 All Roof Special 1 1 Job Reference (optional) -2-3-0 2-3-0 1 2 17 cI1 0 3x6 = 6-6-0 6-6-0 13-0-0 6-6-0 18 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:25 2021 Page 1 I D:2ar''8W2eFUCW R?TpXo8wrzylz6Y-5FDy1 Zw?f3eXbb99F??vM9GminGxsV9tKOmMUDyI Ide 23-77Q-4 6-114 1 3-10-14 023-0-2 J-i& 5-10- 2 0-2-4 3.00 7 4x5 30-10-81 11-4-8 Scale = 1:56.7 Camber = 3/16 in 1.5x4 1I 8 9 j920 21 16 22 15 14 3 23 12 24 25 112610 1.5x4 11 4x5 = 4x8 = 3x6 = 6-6-0 6-6-0 13-0-0 6-6-0 4x5 = 19-1-4 6-1-4 23-5-0 4-3-12 29-6-0 130-10-� 6-1-0 1-4-8 0 IM 0 Plate Offsets (X,Y)--[7:0-2-4,0-1-12], [12:0-2-0,0-2-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.39 BC 0.55 WB 0.92 Matrix-S DEFL. in (loc) I/defl L/d Vert(LL)-0.1915-16 >999 240 Vert(CT) -0.39 15-16 >585 180 Horz(CT) 0.06 13 n/a n/a PLATES GRIP MT20 220/195 Weight: 171 Ib FT = 20% LUMBER - TOP CHORD 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 *Except* B3: 2x6 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING - TOP CHORD BOT CHORD WEBS REACTIONS. (Ib/size) 10=389/0-2-0 (min. 0-1-8), 2=896/0-5-8 (min. 0-1-8), 13=1720/0-5-8 (min. 0-2-0) Max Horz 2=211(LC 11) Max Upliftl0=-44(LC 9), 2=-181(LC 8) Max Gray 10=472(LC 39), 2=901(LC 2), 13=1894(LC 19) Structural wood sheathing directly applied or 4-6-12 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-9. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. 1 Row at midpt 5-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-17=-1911/231, 3-17=-1904/250, 3-4=-745/198, 4-5=-663/208, 5-18=-79/560, 6-18=-61/565, 9-10=-135/258 BOT CHORD 2-21=-402/1847, 16-21=-402/1847, 16-22=-402/1847, 15-22=-402/1847, 14-15=-252/703, 13-14=-252/703, 13-23=-502/21, 12-23=-502/21 WEBS 5-15=0/528, 3-16=0/375, 3-15=-1180/155, 5-13=-1315/186, 6-13=-1108/110, 7-12=-314/141, 6-12=0/893, 8-10=-614/111 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-8-9, Interior(1) 0-8-9 to 23-0-2, Exterior(2R) 23-0-2 to 27-3-1, Interior(1) 27-3-1 to 30-8-12 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 3) 150.01b AC unit load placed on the bottom chord, 24-5-0 from left end, supported at two points, 1-10-0 apart. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 3x4 MT20 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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 at joint(s) 10. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 10 except (jt=Ib) 2=181 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 250.01b live 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. itAaki nge 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 All Roof Special 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:25 2021 Page 2 I D:2arnW2eFUCW R?TpXo8wrzylz6Y-5FDy1 Zw?f3eXbb99F??vM9GminGxsV9tKOmMUDyI Ide LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-68, 7-9=-68, 2-10=-20 Concentrated Loads (Ib) Vert: 12=-75 24=-75 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-58, 7-9=-58, 2-12=-35, 11-12=-50, 10-11=-35 Concentrated Loads (Ib) Vert: 12=-75 24=-75 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-28, 7-9=-28, 2-10=-40 Concentrated Loads (Ib) Vert: 12=-75 24=-75 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=52, 2-17=28, 7-17=23, 7-19=32, 9-19=23, 2-10=-12 Horz: 1-2=-64, 2-17=-40, 7-17=-35, 9-10=30 Concentrated Loads (Ib) Vert: 12=-75 24=-75 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-18=23, 7-18=32, 7-20=23, 9-20=28, 2-10=-12 Horz: 1-2=-30, 2-18=-35, 7-18=-44, 9-10=-17 Concentrated Loads (Ib) Vert: 12=-75 24=-75 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-19, 2-7=-42, 7-9=-42, 2-10=-20 Horz: 1-2=-9, 2-7=14, 9-10=-27 Concentrated Loads (Ib) Vert: 12=-75 24=-75 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-7=-42, 7-9=-42, 2-10=-20 Horz: 1-2=9, 2-7=14, 9-10=20 Concentrated Loads (Ib) Vert: 12=-75 24=-75 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-7=20, 7-9=11, 2-10=-12 Horz: 1-2=-47, 2-7=-32, 9-10=18 Concentrated Loads (Ib) Vert: 12=-75 24=-75 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-7=9, 7-9=26, 2-10=-12 Horz: 1-2=-16, 2-7=-21, 9-10=-15 Concentrated Loads (Ib) Vert: 12=-75 24=-75 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-7=-29, 7-9=-29, 2-10=-20 Horz: 1-2=-5, 2-7=1, 9-10=7 Concentrated Loads (Ib) Vert: 12=-75 24=-75 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-7=-18, 7-9=-29, 2-10=-20 Horz: 1-2=-16, 2-7=-10, 9-10=-26 Concentrated Loads (Ib) Vert: 12=-75 24=-75 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-7=17, 7-9=17, 2-10=-12 Horz: 1-2=-44, 2-7=-29, 9-10=23 Concentrated Loads (Ib) Vert: 12=-75 24=-75 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-7=7, 7-9=7, 2-10=-12 Horz: 1-2=-34, 2-7=-19, 9-10=23 Concentrated Loads (Ib) Vert: 12=-75 24=-75 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 All Roof Special 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:25 2021 Page 3 I D:2ar'78W2eFUCW R?TpXo8wrzylz6Y-5FDy1 Zw?f3eXbb99F??vM9GminGxsV9tKOmMUDyI Ide LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-23, 2-7=-29, 7-9=-29, 2-10=-20 Horz: 1-2=-5, 2-7=1, 9-10=12 Concentrated Loads (Ib) Vert: 12=-75 24=-75 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-7=-29, 7-9=-29, 2-10=-20 Horz: 1-2=-5, 2-7=1, 9-10=12 Concentrated Loads (Ib) Vert: 12=-75 24=-75 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-28, 7-9=-28, 2-12=-40, 11-12=-60, 10-11=-40 Concentrated Loads (Ib) Vert: 12=-75 24=-75 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-7=-59, 7-9=-59, 2-12=-35, 11-12=-50, 10-11=-35 Horz: 1-2=-3, 2-7=1, 9-10=5 Concentrated Loads (Ib) Vert: 12=-75 24=-75 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-7=-50, 7-9=-59, 2-12=-35, 11-12=-50, 10-11=-35 Horz: 1-2=-12, 2-7=-8, 9-10=-19 Concentrated Loads (Ib) Vert: 12=-75 24=-75 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-7=-59, 7-9=-59, 2-12=-35, 11-12=-50, 10-11=-35 Horz: 1-2=-3, 2-7=1, 9-10=9 Concentrated Loads (Ib) Vert: 12=-75 24=-75 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-7=-59, 7-9=-59, 2-12=-35, 11-12=-50, 10-11=-35 Horz: 1-2=-3, 2-7=1, 9-10=9 Concentrated Loads (Ib) Vert: 12=-75 24=-75 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-7=-28, 7-9=-28, 2-10=-12 Horz: 1-2=-16, 2-7=16, 9-10=-16 Concentrated Loads (Ib) Vert: 12=-75 24=-75 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=4, 7-9=4, 2-10=-12 Horz: 1-7=-16, 9-10=16 Concentrated Loads (Ib) Vert: 12=-75 24=-75 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-68, 7-9=-68, 2-10=-20 Concentrated Loads (Ib) Vert: 12=-75 24=-75 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-28, 7-9=-68, 2-10=-20 Concentrated Loads (Ib) Vert: 12=-75 24=-75 25) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-58, 7-9=-58, 2-12=-35, 11-12=-50, 10-11=-35 Concentrated Loads (Ib) Vert: 12=-75 24=-75 26) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-28, 7-9=-58, 2-12=-35, 11-12=-50, 10-11=-35 Concentrated Loads (Ib) Vert: 12=-75 24=-75 27) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 12=-75 21=-250 24=-75 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 All Roof Special 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:25 2021 Page 4 I D:2ar'78W2eFUCW R?TpXo8wrzylz6Y-5FDy1 Zw?f3eXbb99F??vM9GminGxsV9tKOmMUDyI Ide LOAD CASE(S) 28) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 12=-75 22=-250 24=-75 29) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 14=-250 12=-75 24=-75 30) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 12=-75 23=-250 24=-75 31) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 12=-75 24=-75 25=-250 32) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 12=-75 24=-75 26=-250 33) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 2=-250 12=-75 24=-75 34) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 16=-250 12=-75 24=-75 35) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 15=-250 12=-75 24=-75 36) 10th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 13=-250 12=-75 24=-75 37) 11th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 12=-325 24=-75 38) 12th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 12=-75 11=-250 24=-75 39) 13th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 10=-250 12=-75 24=-75 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 Al2 Roof Special 1 1 Job Reference (optional) -2-3-0 2-3-0 '41 2 18 6-6-0 6-6-0 3x4 3 13-0-0 6-6-0 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:27 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-1 eKjSFyFAgu FrvJXNQ 1 NRaM5DayJKPjAoi FTY6yI Idc 19-1-4 21-7-4 23-2-4 29-7-12 32-9-0 6-1-4 2-6-0 1 1-7-0 I 6-5-8 I 3-1-4 3.00 12 1.5x4 11 4x8 = 6 7 3x4 = 8 _ 20 Scale = 1:59.9 Camber = 3/16 in 1.5x4 11 3x4 = 9 10 �� TR IRI r5 I5n ISZ 3x4 ; 3x4 5 4 3x6 — 21 17 22 16 15 *114 23 13 24 25 26 4x5 — 12 27 11 1.5x4 11 4x5 = 4x5 — 3x10 = 3x6 = 4x5 = 3x10 = 1.5x4 11 6-6-0 6-6-0 13-0-0 6-6-0 19-1-4 6-1-4 23-2-4 4-1-0 29-7-12 6-5-8 32-9-0 3-1-4 Plate Offsets (X,Y)-- [12:0-4-4,0-1-8], [13:0-2-12,0-1-8] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CSI. TC 0.39 BC 0.55 WB 0.92 Matrix-S DEFL. in (loc) I/defl L/d Vert(LL)-0.1916-17 >999 240 Vert(CT) -0.40 16-17 >573 180 Horz(CT) 0.07 11 n/a n/a PLATES GRIP MT20 220/195 Weight: 176 Ib FT = 20% LUMBER - TOP CHORD 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 *Except* B3: 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 4-4-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 11=521/0-4-0 (min. 0-1-8), 2=918/0-5-8 (min. 0-1-8), 14=1731/0-5-8 (min. 0-2-0) Max Horz 2=193(LC 11) Max Upliftl 1=-57(LC 9), 2=-178(LC 8) Max Gray 11=618(LC 26), 2=932(LC 2), 14=1892(LC 19) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-18=-2035/201, 3-18=-2028/221, 3-4=-866/169, 4-5=-784/179, 5-19=-58/376, 6-19=-48/432, 6-7=-4/372, 7-8=-3/381, 8-20=-331/87, 9-20=-331/87, 9-10=-331/87, 10-11=-558/54 BOT CHORD 2-21=-401/1965, 17-21=-401/1965, 17-22=-401/1965, 16-22=-401/1965, 15-16=-257/826, 14-15=-257/826, 14-23=-65/298, 13-23=-65/298, 13-24=-65/298, 24-25=-65/298, 25-26=-65/298, 12-26=-65/298 WEBS 3-17=0/374, 3-16=-1175/149, 5-16=0/529, 5-14=-1315/200, 6-14=-364/150, 8-14=-1010/0, 8-13=0/481, 9-12=-363/156, 10-12=-54/589 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-8-9, Interior(1) 0-8-9 to 20-4-12, Exterior(2R) 20-4-12 to 24-7-11, Interior(1) 24-7-11 to 32-7-4 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) 150.01b AC unit load placed on the bottom chord, 24-5-0 from left end, supported at two points, 1-10-0 apart. 4) Provide adequate drainage to prevent water ponding. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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 Ib uplift at joint(s) 11 except (jt=Ib) 2=178. 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 250.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Continued on pa.ge 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 Al2 Roof Special 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:27 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-1 eKjSFyFAgu FrvJXNQ 1 NRaMSDayJKPjAoi FTY6yI Idc LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-68, 7-10=-68, 2-11=-20 Concentrated Loads (Ib) Vert: 24=-75 25=-75 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-58, 7-10=-58, 2-13=-35, 12-13=-50, 11-12=-35 Concentrated Loads (Ib) Vert: 24=-75 25=-75 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-28, 7-10=-28, 2-11=-40 Concentrated Loads (Ib) Vert: 24=-75 25=-75 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=52, 2-18=28, 7-18=23, 7-20=32, 10-20=23, 2-11=-12 Horz: 1-2=-64, 2-18=-40, 7-18=-35, 10-11=30 Concentrated Loads (Ib) Vert: 24=-75 25=-75 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-19=23, 7-19=32, 7-9=23, 9-10=28, 2-11=-12 Horz: 1-2=-30, 2-19=-35, 7-19=-44, 10-11=-16 Concentrated Loads (Ib) Vert: 24=-75 25=-75 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-19, 2-7=-42, 7-10=-42, 2-11=-20 Horz: 1-2=-9, 2-7=14, 10-11=-27 Concentrated Loads (Ib) Vert: 24=-75 25=-75 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-7=-42, 7-10=-42, 2-11=-20 Horz: 1-2=9, 2-7=14, 10-11=19 Concentrated Loads (Ib) Vert: 24=-75 25=-75 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-7=20, 7-10=11, 2-11=-12 Horz: 1-2=-47, 2-7=-32, 10-11=18 Concentrated Loads (Ib) Vert: 24=-75 25=-75 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-7=9, 7-10=26, 2-11=-12 Horz: 1-2=-16, 2-7=-21, 10-11=-15 Concentrated Loads (Ib) Vert: 24=-75 25=-75 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-7=-29, 7-10=-29, 2-11=-20 Horz: 1-2=-5, 2-7=1, 10-11=7 Concentrated Loads (Ib) Vert: 24=-75 25=-75 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-7=-18, 7-10=-29, 2-11=-20 Horz: 1-2=-16, 2-7=-10, 10-11=-26 Concentrated Loads (Ib) Vert: 24=-75 25=-75 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-7=17, 7-10=17, 2-11=-12 Horz: 1-2=-44, 2-7=-29, 10-11=23 Concentrated Loads (Ib) Vert: 24=-75 25=-75 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-7=7, 7-10=7, 2-11=-12 Horz: 1-2=-34, 2-7=-19, 10-11=23 Concentrated Loads (Ib) Vert: 24=-75 25=-75 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 Al2 Roof Special 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:27 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-1 eKjSFyFAgu FrvJXNQ 1 NRaMSDayJKPjAoi FTY6yI Idc LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-23, 2-7=-29, 7-10=-29, 2-11=-20 Horz: 1-2=-5, 2-7=1, 10-11=12 Concentrated Loads (Ib) Vert: 24=-75 25=-75 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-7=-29, 7-10=-29, 2-11=-20 Horz: 1-2=-5, 2-7=1, 10-11=12 Concentrated Loads (Ib) Vert: 24=-75 25=-75 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-28, 7-10=-28, 2-13=-40, 12-13=-60, 11-12=-40 Concentrated Loads (Ib) Vert: 24=-75 25=-75 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-7=-59, 7-10=-59, 2-13=-35, 12-13=-50, 11-12=-35 Horz: 1-2=-3, 2-7=1, 10-11=5 Concentrated Loads (Ib) Vert: 24=-75 25=-75 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-7=-50, 7-10=-59, 2-13=-35, 12-13=-50, 11-12=-35 Horz: 1-2=-12, 2-7=-8, 10-11=-19 Concentrated Loads (Ib) Vert: 24=-75 25=-75 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-7=-59, 7-10=-59, 2-13=-35, 12-13=-50, 11-12=-35 Horz: 1-2=-3, 2-7=1, 10-11=9 Concentrated Loads (Ib) Vert: 24=-75 25=-75 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-7=-59, 7-10=-59, 2-13=-35, 12-13=-50, 11-12=-35 Horz: 1-2=-3, 2-7=1, 10-11=9 Concentrated Loads (Ib) Vert: 24=-75 25=-75 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-7=-28, 7-10=-28, 2-11=-12 Horz: 1-2=-16, 2-7=16, 10-11=-16 Concentrated Loads (Ib) Vert: 24=-75 25=-75 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=4, 7-10=4, 2-11=-12 Horz: 1-7=-16, 10-11=16 Concentrated Loads (Ib) Vert: 24=-75 25=-75 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-68, 7-10=-68, 2-11=-20 Concentrated Loads (Ib) Vert: 24=-75 25=-75 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-28, 7-10=-68, 2-11=-20 Concentrated Loads (Ib) Vert: 24=-75 25=-75 25) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-58, 7-10=-58, 2-13=-35, 12-13=-50, 11-12=-35 Concentrated Loads (Ib) Vert: 24=-75 25=-75 26) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-28, 7-10=-58, 2-13=-35, 12-13=-50, 11-12=-35 Concentrated Loads (Ib) Vert: 24=-75 25=-75 27) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-10=-28, 2-11=-20 Concentrated Loads (Ib) Vert: 21=-250 24=-75 25=-75 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 Al2 Roof Special 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:28 2021 Page 4 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-Wq u5fbyux_06S3ujw8Yc_nuGy_IY3syK0M?04Yyl Idb LOAD CASE(S) 28) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-10=-28, 2-11=-20 Concentrated Loads (Ib) Vert: 22=-250 24=-75 25=-75 29) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-10=-28, 2-11=-20 Concentrated Loads (Ib) Vert: 15=-250 24=-75 25=-75 30) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-10=-28, 2-11=-20 Concentrated Loads (Ib) Vert: 23=-250 24=-75 25=-75 31) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-10=-28, 2-11=-20 Concentrated Loads (Ib) Vert: 24=-75 25=-75 26=-250 32) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-10=-28, 2-11=-20 Concentrated Loads (Ib) Vert: 24=-75 25=-75 27=-250 33) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-10=-28, 2-11=-20 Concentrated Loads (Ib) Vert: 2=-250 24=-75 25=-75 34) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-10=-28, 2-11=-20 Concentrated Loads (Ib) Vert: 17=-250 24=-75 25=-75 35) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-10=-28, 2-11=-20 Concentrated Loads (Ib) Vert: 16=-250 24=-75 25=-75 36) 10th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-10=-28, 2-11=-20 Concentrated Loads (Ib) Vert: 14=-250 24=-75 25=-75 37) 11th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-10=-28, 2-11=-20 Concentrated Loads (Ib) Vert: 13=-250 24=-75 25=-75 38) 12th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-10=-28, 2-11=-20 Concentrated Loads (Ib) Vert: 12=-250 24=-75 25=-75 39) 13th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-10=-28, 2-11=-20 Concentrated Loads (Ib) Vert: 11=-250 24=-75 25=-75 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A13 Roof Special 1 1 Job Reference (optional) -2-3-0 2-3-0 2 17 Kj 1 6-6-0 6-6-0 13-0-0 6-6-0 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:30 2021 Page 1 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-SCOr4H_8TbGpiN262Zb53C_cko_?XmmcUg U79Ryl IdZ 19-1-4 I20-5-OI 23-2-4 I 29-7-12 32-9-0 6-1-4 1-3-12 2-9-4 6-5-8 3-1-4 3.00 I12 4x12 6 3x4 3 3x4 , 3x4 5 4 Scale = 1:59.9 Camber = 3/16 in 3x4 = 1.5x4 II 3x4 = 7 19 6a 8 rsa 3x6 = 20 16 21 15 14 13 22 12 23 24 25 4x5 = 1.5x4 11 4x5 = 4x5 = 3x10 = 3x6 = 4x5 = 6-6-0 13-0-0 6-6-0 6-6-0 19-1-4 6-1-4 23-2-4 4-1-0 29-7-12 6-5-8 11 26 10 3x10 = 1.5x4 II 32-9-0 3-1-4 Plate Offsets (X,Y)-- [6:0-5-0,0-2-0], [11:0-4-4,0-1-8], [12:0-2-12,0-1-8] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CS!. TC 0.44 BC 0.55 WB 0.90 Matrix-S DEFL. in (loc) I/defl L/d Vert(LL)-0.1915-16 >999 240 Vert(CT) -0.40 15-16 >571 180 Horz(CT) 0.07 10 n/a n/a PLATES GRIP MT20 220/195 Weight: 174 Ib FT = 20% LUMBER - TOP CHORD 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 *Except* B3: 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 4 4 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 10=525/0-4-0 (min. 0-1-8), 2=922/0-5-8 (min. 0-1-8), 13=1723/0-5-8 (min. 0-2-0) Max Horz 2=183(LC 11) Max Upliftl0=-58(LC 9), 2=-180(LC 8) Max Gray 10=620(LC 26), 2=935(LC 2), 13=1884(LC 19) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-17=-2041/206, 3-17=-2034/226, 3-4=-891/180, 4-5=-809/190, 5-18=-49/413, 6-18=-39/462, 6-7=0/379, 7-19=-349/84, 8-19=-349/84, 8-9=-349/84, 9-10=-559/55 BOT CHORD 2-20=-406/1968, 16-20=-406/1968, 16-21=-406/1968, 15-21=-406/1968, 14-15=-275/854, 13-14=-275/854, 13-22=-65/318, 12-22=-65/318, 12-23=-65/318, 23-24=-65/318, 24-25=-65/318, 11-25=-65/318 WEBS 3-16=0/374, 3-15=-1149/136, 5-15=0/526, 5-13=-1386/232, 6-13=-361/136, 7-13=-986/0, 7-12=0/484, 8-11=-367/156, 9-11=-56/602 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-8-9, Interior(1) 0-8-9 to 19-9-14, Exterior(2R) 19-9-14 to 24-0-13, Interior(1) 24-0-13 to 32-7-4 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) 150.01b AC unit load placed on the bottom chord, 24-5-0 from left end, supported at two points, 1-10-0 apart. 4) Provide adequate drainage to prevent water ponding. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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 Ib uplift at joint(s) 10 except (jt=Ib) 2=180. 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 250.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A13 Roof Special 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:30 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-SC0r4H_8TbGpiN262Zb53C_cko_?XmmcUg U79Ryl IdZ LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-68, 6-9=-68, 2-10=-20 Concentrated Loads (Ib) Vert: 23=-75 24=-75 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-58, 6-9=-58, 2-12=-35, 11-12=-50, 10-11=-35 Concentrated Loads (Ib) Vert: 23=-75 24=-75 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-40 Concentrated Loads (Ib) Vert: 23=-75 24=-75 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=52, 2-17=28, 6-17=23, 6-19=32, 9-19=23, 2-10=-12 Horz: 1-2=-64, 2-17=-40, 6-17=-35, 9-10=30 Concentrated Loads (Ib) Vert: 23=-75 24=-75 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-18=23, 6-18=32, 6-8=23, 8-9=28, 2-10=-12 Horz: 1-2=-30, 2-18=-35, 6-18=-44, 9-10=-16 Concentrated Loads (Ib) Vert: 23=-75 24=-75 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-19, 2-6=-42, 6-9=-42, 2-10=-20 Horz: 1-2=-9, 2-6=14, 9-10=-27 Concentrated Loads (Ib) Vert: 23=-75 24=-75 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-6=-42, 6-9=-42, 2-10=-20 Horz: 1-2=9, 2-6=14, 9-10=19 Concentrated Loads (Ib) Vert: 23=-75 24=-75 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-6=20, 6-9=11, 2-10=-12 Horz: 1-2=-47, 2-6=-32, 9-10=18 Concentrated Loads (Ib) Vert: 23=-75 24=-75 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-6=9, 6-9=26, 2-10=-12 Horz: 1-2=-16, 2-6=-21, 9-10=-15 Concentrated Loads (Ib) Vert: 23=-75 24=-75 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-6=-29, 6-9=-29, 2-10=-20 Horz: 1-2=-5, 2-6=1, 9-10=7 Concentrated Loads (Ib) Vert: 23=-75 24=-75 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-6=-18, 6-9=-29, 2-10=-20 Horz: 1-2=-16, 2-6=-10, 9-10=-26 Concentrated Loads (Ib) Vert: 23=-75 24=-75 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-6=17, 6-9=17, 2-10=-12 Horz: 1-2=-44, 2-6=-29, 9-10=23 Concentrated Loads (Ib) Vert: 23=-75 24=-75 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-6=7, 6-9=7, 2-10=-12 Horz: 1-2=-34, 2-6=-19, 9-10=23 Concentrated Loads (Ib) Vert: 23=-75 24=-75 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A13 Roof Special 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:30 2021 Page 3 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-SC0r4H_8TbGpiN262Zb53C_cko_?XmmcUg U79Ryl IdZ LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-23, 2-6=-29, 6-9=-29, 2-10=-20 Horz: 1-2=-5, 2-6=1, 9-10=12 Concentrated Loads (Ib) Vert: 23=-75 24=-75 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-6=-29, 6-9=-29, 2-10=-20 Horz: 1-2=-5, 2-6=1, 9-10=12 Concentrated Loads (Ib) Vert: 23=-75 24=-75 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-12=-40, 11-12=-60, 10-11=-40 Concentrated Loads (Ib) Vert: 23=-75 24=-75 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-6=-59, 6-9=-59, 2-12=-35, 11-12=-50, 10-11=-35 Horz: 1-2=-3, 2-6=1, 9-10=5 Concentrated Loads (Ib) Vert: 23=-75 24=-75 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-6=-50, 6-9=-59, 2-12=-35, 11-12=-50, 10-11=-35 Horz: 1-2=-12, 2-6=-8, 9-10=-19 Concentrated Loads (Ib) Vert: 23=-75 24=-75 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-6=-59, 6-9=-59, 2-12=-35, 11-12=-50, 10-11=-35 Horz: 1-2=-3, 2-6=1, 9-10=9 Concentrated Loads (Ib) Vert: 23=-75 24=-75 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-6=-59, 6-9=-59, 2-12=-35, 11-12=-50, 10-11=-35 Horz: 1-2=-3, 2-6=1, 9-10=9 Concentrated Loads (Ib) Vert: 23=-75 24=-75 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-6=-28, 6-9=-28, 2-10=-12 Horz: 1-2=-16, 2-6=16, 9-10=-16 Concentrated Loads (Ib) Vert: 23=-75 24=-75 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=4, 6-9=4, 2-10=-12 Horz: 1-6=-16, 9-10=16 Concentrated Loads (Ib) Vert: 23=-75 24=-75 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-68, 6-9=-68, 2-10=-20 Concentrated Loads (Ib) Vert: 23=-75 24=-75 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-68, 2-10=-20 Concentrated Loads (Ib) Vert: 23=-75 24=-75 25) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-58, 6-9=-58, 2-12=-35, 11-12=-50, 10-11=-35 Concentrated Loads (Ib) Vert: 23=-75 24=-75 26) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-58, 2-12=-35, 11-12=-50, 10-11=-35 Concentrated Loads (Ib) Vert: 23=-75 24=-75 27) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 20=-250 23=-75 24=-75 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A13 Roof Special 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:30 2021 Page 4 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-SC0r4H_8TbGpiN262Zb53C_cko_?XmmcUg U79Ryl IdZ LOAD CASE(S) 28) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 21=-250 23=-75 24=-75 29) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 14=-250 23=-75 24=-75 30) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 22=-250 23=-75 24=-75 31) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 23=-75 24=-75 25=-250 32) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 23=-75 24=-75 26=-250 33) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 2=-250 23=-75 24=-75 34) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 16=-250 23=-75 24=-75 35) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 15=-250 23=-75 24=-75 36) 10th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 13=-250 23=-75 24=-75 37) 11th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 12=-250 23=-75 24=-75 38) 12th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 11=-250 23=-75 24=-75 39) 13th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 10=-250 23=-75 24=-75 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A14 Roof Special 1 1 Job Reference (optional) -2-3-0 2-3-0 741 0 6-6-0 6-6-0 2 18 13-0-0 6-6-0 3x4 3 VI 3.00 12 3x4 % 3x4 4 19 5 W Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:32 2021 Page 1 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-Ob8cVy0O?CWXxgBV9zdZ8d3z6bfP?h DvxzzEDJyI IdX 17-9-8 19-1-4, 23-2-4 I 29-7-12 I 32-9-0 4-9-8 1-3-12 4-1-0 6-5-8 3-1-4 4x8 = 6 1.5x4 1I 7 21 3x4 = 8 rsa 173 rsa 6a 1.5x4 9 ma ma Scale = 1:59.9 Camber = 3/16 in 3x4 = B2 03 W W 3x6 = 22 17 23 16 15 14 24 13 25 26 27 4x5 = 1.5x4 11 4x5 = 4x5 — 3x10 = 3x6 = 4x5 = 6-6-0 6-6-0 13-0-0 6-6-0 19-1-4 6-1-4 23-2-4 4-1-0 29-7-12 6-5-8 12 28 11 3x10 = 1.5x4 II 32-9-0 3-1-4 0 6 0 IM 0 Plate Offsets (X,Y)-- [12:0-4-0,0-1-8] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CSI. TC 0.38 BC 0.56 WB 0.84 Matrix-S DEFL. in (loc) I/defl Vert(LL)-0.1916-17 >999 Vert(CT)-0.4116-17 >557 Horz(CT) 0.07 11 n/a L/d 240 180 n/a PLATES GRIP MT20 220/195 Weight: 169 Ib FT = 20% LUMBER - TOP CHORD 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 *Except* B3: 2x6 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G REACTIONS. (Ib/size) 11=558/0-4-0 (min. 0-1-8), 2=945/0-5-8 (min Max Horz 2=159(LC 9) Max Upliftl 1=-59(LC 9), 2=-181(LC 8) Max Grav11=573(LC 24), 2=945(LC 1), 14=1667(LC 1) BRACING - TOP CHORD BOT CHORD WEBS Structural wood sheathing directly applied or 4-5-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-10. Rigid ceiling directly applied or 9-11-7 oc bracing. 1 Row at midpt 5-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. . 0-1-8), 14=1667/0-5-8 (min. 0-1-12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-18=-2013/256, 3-18=-2005/275, 3-4=-945/211, 4-19=-849/219, 5-19=-848/221, 5-6=0/345, 6-7=0/339, 7-20=0/339, 20-21=0/339, 8-21=0/339, 8-9=-364/80, 9-10=-364/80, 10-11=-547/59 BOT CHORD 2-22=-452/1894, 17-22=-452/1894, 17-23=-452/1894, 16-23=-452/1894, 15-16=-311/868, 14-15=-311/868, 14-24=-67/364, 13-24=-67/364, 13-25=-67/364, 25-26=-67/364, 26-27=-67/364, 12-27=-67/364 WEBS 3-17=0/375, 3-16=-1061/145, 5-16=0/522, 5-14=-1255/222, 7-14=-382/118, 8-14=-825/0, 8-13=0/458, 9-12=-389/154, 10-12=-62/628 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-8-9, Interior(1) 0-8-9 to 16-7-0, Exterior(2R) 16-7-0 to 20-9-15, Interior(1) 20-9-15 to 32-7-4 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) 150.01b AC unit load placed on the bottom chord, 24-5-0 from left end, supported at two points, 1-10-0 apart. 4) Provide adequate drainage to prevent water ponding. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) 11 except (jt=Ib) 2=181 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 250.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Continued on pa.ge 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A14 Roof Special 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:32 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-Ob8cVy0O?CWXxgBV9zdZ8d3z6bfP?h DvxzzEDJyI IdX LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-68, 6-10=-68, 2-11=-20 Concentrated Loads (Ib) Vert: 25=-75 26=-75 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-58, 6-10=-58, 2-11=-20 Concentrated Loads (Ib) Vert: 25=-75 26=-75 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-28, 6-10=-28, 2-11=-40 Concentrated Loads (Ib) Vert: 25=-75 26=-75 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=52, 2-18=28, 6-18=23, 6-21=32, 10-21=23, 2-11=-12 Horz: 1-2=-64, 2-18=-40, 6-18=-35, 10-11=30 Concentrated Loads (Ib) Vert: 25=-75 26=-75 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-19=23, 6-19=32, 6-9=23, 9-10=28, 2-11=-12 Horz: 1-2=-30, 2-19=-35, 6-19=-44, 10-11=-16 Concentrated Loads (Ib) Vert: 25=-75 26=-75 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-19, 2-6=-42, 6-10=-42, 2-11=-20 Horz: 1-2=-9, 2-6=14, 10-11=-27 Concentrated Loads (Ib) Vert: 25=-75 26=-75 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-6=-42, 6-10=-42, 2-11=-20 Horz: 1-2=9, 2-6=14, 10-11=19 Concentrated Loads (Ib) Vert: 25=-75 26=-75 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-6=20, 6-10=11, 2-11=-12 Horz: 1-2=-47, 2-6=-32, 10-11=18 Concentrated Loads (Ib) Vert: 25=-75 26=-75 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-6=9, 6-20=11, 10-20=26, 2-11=-12 Horz: 1-2=-16, 2-6=-21, 10-11=-15 Concentrated Loads (Ib) Vert: 25=-75 26=-75 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-6=-29, 6-10=-29, 2-11=-20 Horz: 1-2=-5, 2-6=1, 10-11=7 Concentrated Loads (Ib) Vert: 25=-75 26=-75 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-6=-18, 6-10=-29, 2-11=-20 Horz: 1-2=-16, 2-6=-10, 10-11=-26 Concentrated Loads (Ib) Vert: 25=-75 26=-75 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-6=17, 6-10=17, 2-11=-12 Horz: 1-2=-44, 2-6=-29, 10-11=23 Concentrated Loads (Ib) Vert: 25=-75 26=-75 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-6=7, 6-10=7, 2-11=-12 Horz: 1-2=-34, 2-6=-19, 10-11=23 Concentrated Loads (Ib) Vert: 25=-75 26=-75 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A14 Roof Special 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:32 2021 Page 3 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-Ob8cVy0O?CWXxgBV9zdZ8d3z6bfP?h DvxzzEDJyI IdX LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-23, 2-6=-29, 6-10=-29, 2-11=-20 Horz: 1-2=-5, 2-6=1, 10-11=12 Concentrated Loads (Ib) Vert: 25=-75 26=-75 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-6=-29, 6-10=-29, 2-11=-20 Horz: 1-2=-5, 2-6=1, 10-11=12 Concentrated Loads (Ib) Vert: 25=-75 26=-75 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-6=-28, 6-10=-28, 2-11=-20 Concentrated Loads (Ib) Vert: 25=-75 26=-75 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-6=-59, 6-10=-59, 2-11=-20 Horz: 1-2=-3, 2-6=1, 10-11=5 Concentrated Loads (Ib) Vert: 25=-75 26=-75 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-6=-50, 6-10=-59, 2-11=-20 Horz: 1-2=-12, 2-6=-8, 10-11=-19 Concentrated Loads (Ib) Vert: 25=-75 26=-75 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-6=-59, 6-10=-59, 2-11=-20 Horz: 1-2=-3, 2-6=1, 10-11=9 Concentrated Loads (Ib) Vert: 25=-75 26=-75 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-6=-59, 6-10=-59, 2-11=-20 Horz: 1-2=-3, 2-6=1, 10-11=9 Concentrated Loads (Ib) Vert: 25=-75 26=-75 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-6=-28, 6-10=-28, 2-11=-12 Horz: 1-2=-16, 2-6=16, 10-11=-16 Concentrated Loads (Ib) Vert: 25=-75 26=-75 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=4, 6-10=4, 2-11=-12 Horz: 1-6=-16, 10-11=16 Concentrated Loads (Ib) Vert: 25=-75 26=-75 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-68, 6-10=-68, 2-11=-20 Concentrated Loads (Ib) Vert: 25=-75 26=-75 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-28, 6-10=-68, 2-11=-20 Concentrated Loads (Ib) Vert: 25=-75 26=-75 25) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-58, 6-10=-58, 2-11=-20 Concentrated Loads (Ib) Vert: 25=-75 26=-75 26) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-28, 6-10=-58, 2-11=-20 Concentrated Loads (Ib) Vert: 25=-75 26=-75 27) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-10=-28, 2-11=-20 Concentrated Loads (Ib) Vert: 22=-250 25=-75 26=-75 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A14 Roof Special 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:32 2021 Page 4 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-Ob8cVy0O?CWXxgBV9zdZ8d3z6bfP?h DvxzzEDJyI IdX LOAD CASE(S) 28) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-10=-28, 2-11=-20 Concentrated Loads (Ib) Vert: 23=-250 25=-75 26=-75 29) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-10=-28, 2-11=-20 Concentrated Loads (Ib) Vert: 15=-250 25=-75 26=-75 30) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-10=-28, 2-11=-20 Concentrated Loads (Ib) Vert: 24=-250 25=-75 26=-75 31) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-10=-28, 2-11=-20 Concentrated Loads (Ib) Vert: 25=-75 26=-75 27=-250 32) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-10=-28, 2-11=-20 Concentrated Loads (Ib) Vert: 25=-75 26=-75 28=-250 33) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-10=-28, 2-11=-20 Concentrated Loads (Ib) Vert: 2=-250 25=-75 26=-75 34) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-10=-28, 2-11=-20 Concentrated Loads (Ib) Vert: 17=-250 25=-75 26=-75 35) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-10=-28, 2-11=-20 Concentrated Loads (Ib) Vert: 16=-250 25=-75 26=-75 36) 10th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-10=-28, 2-11=-20 Concentrated Loads (Ib) Vert: 14=-250 25=-75 26=-75 37) 11th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-10=-28, 2-11=-20 Concentrated Loads (Ib) Vert: 13=-250 25=-75 26=-75 38) 12th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-10=-28, 2-11=-20 Concentrated Loads (Ib) Vert: 12=-250 25=-75 26=-75 39) 13th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-10=-28, 2-11=-20 Concentrated Loads (Ib) Vert: 11=-250 25=-75 26=-75 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A15 Common 2 1 Job Reference (optional) -2-3-0 2-3-0 �I1 2 14 3x4 = 6-3-8 6-3-8 3.00 7 1.5x4 \\ 3 11-5-12 5-2-4 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:34 2021 Page 1 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-K_FMwe1 eXgmFA_LtHOf1 D28JkPLhTcdCPHSLICyI IdV 16-5-4 21-4-12 26-7-0 32-10-8 4-11-8 4-11-8 5-2-4 6-3-8 4x5 % 15 4 4x5 II 18 13 19 12 1120 3x4 = 3x4 = 3x4 = 16 4x5 6 10 3x4 = 7-2-8 13-9-4 19-1-4 7-2-8 6-6-12 5-4-0 1.5x4 7 21 9 22 25-8-0 6-6-12 3x4 = 17 32-10-8 7-2-8 Scale = 1:57.1 Camber = 3/16 in 3x4 = IM 0 Plate Offsets (X,Y)-- [2:0-0-0,0-0-0], [5:0-3-0,0-2-0], [6:0-0-0,0-0-0], [7:0-0-0,0-0-0], [9:0-1-12,0-1-8], [13:0-1-12,0-1-8] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CSI. TC 0.37 BC 0.57 WB 0.71 Matrix-S DEFL. in (loc) I/defl L/d Vert(LL) -0.22 8-9 >731 240 Vert(CT) -0.39 2-13 >575 180 Horz(CT) 0.02 10 n/a n/a PLATES GRIP MT20 220/195 Weight: 136 Ib FT = 20% LUMBER - TOP CHORD 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 BRACING - TOP CHORD BOT CHORD REACTIONS. (Ib/size) 8=262/0-5-8 (min. 0-1-8), 2=773/0-5-8 (min. 0-1-8), 10=1988/0-5-8 (min. 0-2-2) Max Horz 2=72(LC 8) Max Uplift8=-49(LC 9), 2=-159(LC 8), 10=-110(LC 12) Max Grav8=392(LC 37), 2=814(LC 23), 10=1988(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-14=-1504/171, 3-14=-1495/189, 3-4=-1287/161, 5-16=-131/1385, 6-16=-138/1311, 6-7=-281/369, 7-17=-465/274, 8-17=-507/249 BOT CHORD 2-18=-148/1402, 13-18=-148/1402, 13-19=-78/546, 12-19=-78/546, 11-12=-470/119, 11-20=-470/119, 10-20=-470/119, 10-21=-855/149, 9-21=-855/149, 9-22=-240/457, 8-22=-240/457 WEBS 3-13=-367/139, 4-13=-48/912, 4-12=-700/175, 5-12=-82/790, 5-10=-1546/252, 6-10=-732/182, 6-9=-90/974, 7-9=-432/163 Structural wood sheathing directly applied or 5-2-4 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-8-9, Interior(1) 0-8-9 to 16-5-4, Exterior(2R) 16-5-4 to 19-5-4, Interior(1) 19-5-4 to 32-7-12 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) 8 except (jt=Ib) 2=159, 10=110. 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 250.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-68, 5-8=-68, 2-8=-20 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A15 Common 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:34 2021 Page 2 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-K_FMwe1 eXgmFA_LtHOf1 D28JkPLhTcdCPHSLICyI IdV LOAD CASE(S) 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-58, 5-8=-58, 2-8=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 2-8=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=52, 2-14=28, 5-14=23, 5-16=32, 8-16=23, 2-8=-12 Horz: 1-2=-64, 2-14=-40, 5-14=-35, 5-16=44, 8-16=35 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-15=23, 5-15=32, 5-17=23, 8-17=28, 2-8=-12 Horz: 1-2=-30, 2-15=-35, 5-15=-44, 5-17=35, 8-17=40 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-19, 2-5=-42, 5-8=-42, 2-8=-20 Horz: 1-2=-9, 2-5=14, 5-8=-14 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-5=-42, 5-8=-42, 2-8=-20 Horz: 1-2=9, 2-5=14, 5-8=-14 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-5=20, 5-8=9, 2-8=-12 Horz: 1-2=-47, 2-5=-32, 5-8=21 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=9, 5-8=20, 2-8=-12 Horz: 1-2=-16, 2-5=-21, 5-8=32 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-5=-29, 5-8=-18, 2-8=-20 Horz: 1-2=-5, 2-5=1, 5-8=10 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-5=-18, 5-8=-29, 2-8=-20 Horz: 1-2=-16, 2-5=-10, 5-8=-1 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-5=17, 5-8=17, 2-8=-12 Horz: 1-2=-44, 2-5=-29, 5-8=29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-5=7, 5-8=7, 2-8=-12 Horz: 1-2=-34, 2-5=-19, 5-8=19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-5=-29, 5-8=-29, 2-8=-20 Horz: 1-2=-5, 2-5=1, 5-8=-1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-5=-29, 5-8=-29, 2-8=-20 Horz: 1-2=-5, 2-5=1, 5-8=-1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 2-8=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-5=-59, 5-8=-50, 2-8=-20 Horz: 1-2=-3, 2-5=1, 5-8=8 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-5=-50, 5-8=-59, 2-8=-20 Horz: 1-2=-12, 2-5=-8, 5-8=-1 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-5=-59, 5-8=-59, 2-8=-20 Horz: 1-2=-3, 2-5=1, 5-8=-1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-5=-59, 5-8=-59, 2-8=-20 Horz: 1-2=-3, 2-5=1, 5-8=-1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=-28, 5-8=-28, 2-8=-12 Horz: 1-2=-16, 2-5=16, 5-8=-16 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A15 Common 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:34 2021 Page 3 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-K_FMwe1 eXgmFA_LtHOf1 D28JkPLhTcdCPHSLICyI IdV LOAD CASE(S) 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=4, 5-8=4, 2-8=-12 Horz: 1-5=-16, 5-8=16 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-68, 5-8=-28, 2-8=-20 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-68, 2-8=-20 25) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-58, 5-8=-28, 2-8=-20 26) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-58, 2-8=-20 27) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 18=-250 28) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 19=-250 29) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 20=-250 30) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 21=-250 31) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 22=-250 32) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 2=-250 33) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 13=-250 34) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 12=-250 35) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 10=-250 36) 10th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 9=-250 37) 11th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 8=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A16 Common 1 1 Job Reference (optional) -2-3-0 2-3-0 6-3-8 6-3-8 11-5-12 5-2-4 4x5 = 3.00 FT 1.5x4 \\ Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:36 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-H M N7LK3v3R0zQIVGOphVJTDfAD19xWCVsbxSN5yI IdT 16-5-4 21-4-12 26-7-0 32-5-0 4-11-8 I 4-11-8 5-2-4 I 5-10-0 15 18 13 19 12 1120 7-2-8 13-9-4 19-1-4 7-2-8 6-6-12 5-4-0 10 16 1.5x4 7 21 9 22 25-8-0 6-6-12 17 32-5-0 6-9-0 Scale = 1:55.2 Camber = 3/16 in Plate Offsets (X,Y)-- [4:0-1-12,0-1-8], [5:0-2-4,0-2-0], [6:0-1-12,0-1-8], [8:0-0-2,0-1-6], [9:0-1-12,0-1-8] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CSI. TC 0.38 BC 0.57 WB 0.71 Matrix-S DEFL. in (loc) I/defl L/d Vert(LL) -0.22 2-13 >999 240 Vert(CT) -0.39 2-13 >575 180 Horz(CT) 0.02 10 n/a n/a PLATES GRIP MT20 220/195 Weight: 135 Ib FT = 20% LUMBER - TOP CHORD 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 BRACING - TOP CHORD BOT CHORD REACTIONS. (Ib/size) 8=247/Mechanical, 2=777/0-5-8 (min. 0-1-8), 10=1975/0-5-8 (min. 0-2-2) Max Horz 2=72(LC 8) Max Uplift8=-49(LC 9), 2=-158(LC 8), 10=-109(LC 12) Max Grav8=383(LC 37), 2=814(LC 23), 10=1975(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-14=-1504/173, 3-14=-1495/191, 3-4=-1287/163, 5-16=-128/1365, 6-16=-136/1291, 6-7=-270/380, 7-17=-442/287, 8-17=-486/262 BOT CHORD 2-18=-150/1402, 13-18=-150/1402, 13-19=-76/546, 12-19=-76/546, 11-12=-457/118, 11-20=-457/118, 10-20=-457/118, 10-21=-841/147, 9-21=-841/147, 9-22=-252/436, 8-22=-252/436 WEBS 3-13=-367/138, 4-13=-48/912, 4-12=-700/175, 5-12=-83/789, 5-10=-1535/250, 6-10=-723/182, 6-9=-87/951, 7-9=-416/158 Structural wood sheathing directly applied or 5-2-4 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-8-9, Interior(1) 0-8-9 to 16-5-4, Exterior(2R) 16-5-4 to 19-5-4, Interior(1) 19-5-4 to 32-4-4 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 3) All plates are 3x4 MT20 unless otherwise indicated. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 8 except (jt=Ib) 2=158, 10=109. 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 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A16 Common 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:36 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-H M N7LK3v3R0zQIVGOphVJTDfAD19xWCVsbxSN5yI IdT LOAD CASE(S) Uniform Loads (plf) Vert: 1-5=-68, 5-8=-68, 2-8=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-58, 5-8=-58, 2-8=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 2-8=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=52, 2-14=28, 5-14=23, 5-16=32, 8-16=23, 2-8=-12 Horz: 1-2=-64, 2-14=-40, 5-14=-35, 5-16=44, 8-16=35 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-15=23, 5-15=32, 5-17=23, 8-17=28, 2-8=-12 Horz: 1-2=-30, 2-15=-35, 5-15=-44, 5-17=35, 8-17=40 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-19, 2-5=-42, 5-8=-42, 2-8=-20 Horz: 1-2=-9, 2-5=14, 5-8=-14 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-5=-42, 5-8=-42, 2-8=-20 Horz: 1-2=9, 2-5=14, 5-8=-14 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-5=20, 5-8=9, 2-8=-12 Horz: 1-2=-47, 2-5=-32, 5-8=21 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=9, 5-8=20, 2-8=-12 Horz: 1-2=-16, 2-5=-21, 5-8=32 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-5=-29, 5-8=-18, 2-8=-20 Horz: 1-2=-5, 2-5=1, 5-8=10 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-5=-18, 5-8=-29, 2-8=-20 Horz: 1-2=-16, 2-5=-10, 5-8=-1 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-5=17, 5-8=17, 2-8=-12 Horz: 1-2=-44, 2-5=-29, 5-8=29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-5=7, 5-8=7, 2-8=-12 Horz: 1-2=-34, 2-5=-19, 5-8=19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-5=-29, 5-8=-29, 2-8=-20 Horz: 1-2=-5, 2-5=1, 5-8=-1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-5=-29, 5-8=-29, 2-8=-20 Horz: 1-2=-5, 2-5=1, 5-8=-1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 2-8=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-5=-59, 5-8=-50, 2-8=-20 Horz: 1-2=-3, 2-5=1, 5-8=8 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-5=-50, 5-8=-59, 2-8=-20 Horz: 1-2=-12, 2-5=-8, 5-8=-1 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-5=-59, 5-8=-59, 2-8=-20 Horz: 1-2=-3, 2-5=1, 5-8=-1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-5=-59, 5-8=-59, 2-8=-20 Horz: 1-2=-3, 2-5=1, 5-8=-1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A16 Common 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:36 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-H M N7LK3v3R0zQIVGOphVJTDfAD19xWCVsbxSN5yl IdT LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=4, 2-5=-28, 5-8=-28, 2-8=-12 Horz: 1-2=-16, 2-5=16, 5-8=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=4, 5-8=4, 2-8=-12 Horz: 1-5=-16, 5-8=16 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-68, 5-8=-28, 2-8=-20 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-68, 2-8=-20 25) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-58, 5-8=-28, 2-8=-20 26) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-58, 2-8=-20 27) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 18=-250 28) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 19=-250 29) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 20=-250 30) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 21=-250 31) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 22=-250 32) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 2=-250 33) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 13=-250 34) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 12=-250 35) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 10=-250 36) 10th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 9=-250 37) 11th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 8=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A17 Hip 1 1 Job Reference (optional) -2-3-0 2-3-0 c,I1 8-6-10 8-6-10 2 12 16 3x4 = 3.00 12 3x4 3 11 1.5x4 11 8-6-10 1 8-6-10 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:38 2021 Page 1 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-DIVtm049b2GhfbfeW EkzOuJv70ggPNvoKvQYRzyI IdR 16-0-0 1 10T8 24-9-6 32-5-0 7-5-6 -10-5 7-10-14 7-7-10 13 4x5 = 6x8 = 4 17 10 18 5x8 = 16-0-0 7-5-6 1 19-1-4 3-1-4 9 3x4 = 1 14 3x4 6 19 8 20 1.5x4 \\ 25-8-0 6-6-12 15 32-5-0 6-9-0 Scale = 1:57.9 Camber = 5/16 in 7 3x4 = a Plate Offsets (X,Y)--[4:0-2-0,0-2-0], [7:0-0-2,0-1-6], [10:0-3-8,0-3-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CSI. TC 0.73 BC 0.69 WB 0.95 Matrix-S DEFL. in (loc) I/defl L/d Vert(LL) -0.36 2-11 >629 240 Vert(CT) -0.69 2-11 >329 180 Horz(CT) 0.04 9 n/a n/a PLATES GRIP MT20 220/195 Weight: 134 Ib FT = 20% LUMBER - TOP CHORD 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 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-3 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 7=265/Mechanical, 2=790/0-5-8 (min. 0-1-8), 9=1943/0-5-8 (min. 0-2-1) Max Horz 2=70(LC 8) Max Uplift7=-51(LC 9), 2=-160(LC 8), 9=-104(LC 12) Max Grav7=393(LC 37), 2=826(LC 23), 9=1943(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-12=-1368/171, 3-12=-1360/196, 3-13=0/283, 4-13=0/357, 4-5=0/291, 5-14=-147/1370, 6-14=-160/1259, 6-15=-372/307, 7-15=-413/274 BOT CHORD 2-16=-146/1260, 11-16=-146/1260, 11-17=-146/1260, 10-17=-146/1260, 10-18=-488/116, 9-18=-488/116, 9-19=-338/282, 8-19=-338/282, 8-20=-264/359, 7-20=-264/359 WEBS 3-11=0/427, 3-10=-1480/244, 4-10=-357/115, 5-10=-128/892, 5-9=-1599/283, 6-9=-1350/287, 6-8=0/444 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-8-9, Interior(1) 0-8-9 to 16-0-0, Exterior(2E) 16-0-0 to 16-10-8, Exterior(2R) 16-10-8 to 21-1-7, Interior(1) 21-1-7 to 32-4-4 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 7 except (jt=Ib) 2=160, 9=104. 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 250.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A17 Hip 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:38 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-DIVtm049b2GhfbfeW EkzOuJv70ggPNvoKvQYRzyI IdR LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-68, 4-5=-68, 5-7=-68, 2-7=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-58, 4-5=-58, 5-7=-58, 2-7=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 5-7=-28, 2-7=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=52, 2-12=28, 4-12=23, 4-5=28, 5-14=32, 7-14=23, 2-7=-12 Horz: 1-2=-64, 2-12=-40, 4-12=-35, 4-5=40, 5-14=44, 7-14=35 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-13=23, 4-13=32, 4-5=32, 5-15=23, 7-15=28, 2-7=-12 Horz: 1-2=-30, 2-13=-35, 4-13=-44, 4-5=44, 5-15=35, 7-15=40 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-19, 2-4=-42, 4-5=-42, 5-7=-42, 2-7=-20 Horz: 1-2=-9, 2-4=14, 4-5=-14, 5-7=-14 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-4=-42, 4-5=-42, 5-7=-42, 2-7=-20 Horz: 1-2=9, 2-4=14, 4-5=-14, 5-7=-14 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-4=20, 4-5=11, 5-7=9, 2-7=-12 Horz: 1-2=-47, 2-4=-32, 4-5=23, 5-7=21 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=9, 4-5=11, 5-7=20, 2-7=-12 Horz: 1-2=-16, 2-4=-21, 4-5=23, 5-7=32 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-5=-29, 5-7=-18, 2-7=-20 Horz: 1-2=-5, 2-4=1, 4-5=-1, 5-7=10 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-4=-18, 4-5=-29, 5-7=-29, 2-7=-20 Horz: 1-2=-16, 2-4=-10, 4-5=-1, 5-7=-1 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-4=17, 4-5=17, 5-7=17, 2-7=-12 Horz: 1-2=-44, 2-4=-29, 4-5=29, 5-7=29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-4=7, 4-5=7, 5-7=7, 2-7=-12 Horz: 1-2=-34, 2-4=-19, 4-5=19, 5-7=19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-5=-29, 5-7=-29, 2-7=-20 Horz: 1-2=-5, 2-4=1, 4-5=-1, 5-7=-1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-5=-29, 5-7=-29, 2-7=-20 Horz: 1-2=-5, 2-4=1, 4-5=-1, 5-7=-1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 5-7=-28, 2-7=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-5=-59, 5-7=-50, 2-7=-20 Horz: 1-2=-3, 2-4=1, 4-5=-1, 5-7=8 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-4=-50, 4-5=-59, 5-7=-59, 2-7=-20 Horz: 1-2=-12, 2-4=-8, 4-5=-1, 5-7=-1 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-5=-59, 5-7=-59, 2-7=-20 Horz: 1-2=-3, 2-4=1, 4-5=-1, 5-7=-1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-5=-59, 5-7=-59, 2-7=-20 Horz: 1-2=-3, 2-4=1, 4-5=-1, 5-7=-1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A17 Hip 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:38 2021 Page 3 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-DIVtm049b2GhfbfeW EkzOuJv70ggPNvoKvQYRzyI IdR LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=4, 2-4=-28, 4-5=-28, 5-7=-28, 2-7=-12 Horz: 1-2=-16, 2-4=16, 4-5=-16, 5-7=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=4, 4-5=4, 5-7=4, 2-7=-12 Horz: 1-4=-16, 4-5=16, 5-7=16 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-68, 4-5=-68, 5-7=-28, 2-7=-20 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-68, 5-7=-68, 2-7=-20 25) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-58, 4-5=-58, 5-7=-28, 2-7=-20 26) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-58, 5-7=-58, 2-7=-20 27) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 5-7=-28, 2-7=-20 Concentrated Loads (Ib) Vert: 16=-250 28) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 5-7=-28, 2-7=-20 Concentrated Loads (Ib) Vert: 17=-250 29) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 5-7=-28, 2-7=-20 Concentrated Loads (Ib) Vert: 18=-250 30) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 5-7=-28, 2-7=-20 Concentrated Loads (Ib) Vert: 19=-250 31) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 5-7=-28, 2-7=-20 Concentrated Loads (Ib) Vert: 20=-250 32) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 5-7=-28, 2-7=-20 Concentrated Loads (Ib) Vert: 2=-250 33) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 5-7=-28, 2-7=-20 Concentrated Loads (Ib) Vert: 11=-250 34) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 5-7=-28, 2-7=-20 Concentrated Loads (Ib) Vert: 10=-250 35) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 5-7=-28, 2-7=-20 Concentrated Loads (Ib) Vert: 9=-250 36) 10th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 5-7=-28, 2-7=-20 Concentrated Loads (Ib) Vert: 8=-250 37) 11th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 5-7=-28, 2-7=-20 Concentrated Loads (Ib) Vert: 7=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A18 Califomia 1 1 Job Reference (optional) -2-3-0 2-3-0 7-0-0 7-0-0 2 14 3.00 TIT. 3x4 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:40 2021 Page 1 rp ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-98ddAh6P7gXPuvo1dfmRTJOHugOJtPN5nDvfWsylldP 13-10-3 6-10-3 0-1 r13 2-5-4 18-10-81912-5-4 0-1 r13 6-10-3 6-6-9 15 4x5 = 3x4 = 20 13 21 12 1122 1.5x4 II 4x8 = 3x4 = 7-0-0 13-10-3 7-0-0 6-10-3 4x6 = 23 18 19-0-5 1911-4 25-10-8 5-2-1 0-9-0 6-9-3 3x4 7 9 1.5x4 II 19 24 32-5-0 6-6-9 Scale = 1:57.9 Camber = 3/16 in 8 3x4 = a Plate Offsets (X,Y)--[4:0-2-0,0-2-0], [5:0-1-8,0-1-8], [6:0-2-12,0-2-0], [8:0-0-2,0-1-6] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CSI. TC 0.59 BC 0.56 WB 0.44 Matrix-S DEFL. in (loc) I/defl L/d Vert(LL) -0.21 2-13 >999 240 Vert(CT) -0.38 2-13 >588 180 Horz(CT) 0.03 10 n/a n/a PLATES GRIP MT20 220/195 Weight: 136 Ib FT = 20% LUMBER - TOP CHORD 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 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-1 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-12, 7-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 8=247/Mechanical, 2=769/0-5-8 (min. 0-1-8), 10=1982/0-5-8 (min. 0-2-2) Max Horz 2=64(LC 8) Max Uplift8=-51(LC 9), 2=-157(LC 8), 10=-107(LC 12) Max Grav8=383(LC 37), 2=812(LC 23), 10=1982(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-14=-1485/201, 3-14=-1476/221, 5-17=-128/1245, 6-17=-127/1246, 6-18=-163/1356, 7-18=-174/1256, 7-19=-388/324, 8-19=-431/294 BOT CHORD 2-20=-180/1383, 13-20=-180/1383, 13-21=-180/1383, 12-21=-180/1383, 11-12=-613/127, 11-22=-613/127, 10-22=-613/127, 10-23=-284/382, 9-23=-284/382, 9-24=-284/382, 8-24=-284/382 WEBS 3-13=0/392, 3-12=-1288/222, 4-12=-353/141, 5-12=-161/998, 5-10=-1039/206, 6-10=-680/188, 7-10=-1417/255, 7-9=0/397 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-8-9, Interior(1) 0-8-9 to 14-0-0, Exterior(2R) 14-0-0 to 18-2-15, Interior(1) 18-2-15 to 18-10-8, Exterior(2R) 18-10-8 to 23-1-7, Interior(1) 23-1-7 to 32-4-4 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 8 except (jt=Ib) 2=157, 10=107. 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 250.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A18 Califomia 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:40 2021 Page 2 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-98ddAh6P7gXPuvo1 dfmRTJOHugOJtPN5nDvfWsyl IdP LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-68, 4-6=-68, 6-8=-68, 2-8=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-58, 4-6=-58, 6-8=-58, 2-8=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=52, 2-14=28, 4-14=23, 4-17=32, 6-17=23, 6-18=32, 8-18=23, 2-8=-12 Horz: 1-2=-64, 2-14=-40, 4-14=-35, 4-5=44, 5-17=-44, 6-17=-35, 6-18=44, 8-18=35 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-15=23, 4-15=32, 4-16=23, 6-16=32, 6-19=23, 8-19=28, 2-8=-12 Horz: 1-2=-30, 2-15=-35, 4-15=-44, 4-16=35, 5-16=44, 5-6=-44, 6-19=35, 8-19=40 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-19, 2-4=-42, 4-6=-42, 6-8=-42, 2-8=-20 Horz: 1-2=-9, 2-4=14, 4-5=-14, 5-6=14, 6-8=-14 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-4=-42, 4-6=-42, 6-8=-42, 2-8=-20 Horz: 1-2=9, 2-4=14, 4-5=-14, 5-6=14, 6-8=-14 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-4=20, 4-6=11, 6-8=9, 2-8=-12 Horz: 1-2=-47, 2-4=-32, 4-5=23, 5-6=-23, 6-8=21 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=9, 4-6=11, 6-8=20, 2-8=-12 Horz: 1-2=-16, 2-4=-21, 4-5=23, 5-6=-23, 6-8=32 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-6=-29, 6-8=-18, 2-8=-20 Horz: 1-2=-5, 2-4=1, 4-5=-1, 5-6=1, 6-8=10 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-4=-18, 4-6=-29, 6-8=-29, 2-8=-20 Horz: 1-2=-16, 2-4=-10, 4-5=-1, 5-6=1, 6-8=-1 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-4=17, 4-6=17, 6-8=17, 2-8=-12 Horz: 1-2=-44, 2-4=-29, 4-5=29, 5-6=-29, 6-8=29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-4=7, 4-6=7, 6-8=7, 2-8=-12 Horz: 1-2=-34, 2-4=-19, 4-5=19, 5-6=-19, 6-8=19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-6=-29, 6-8=-29, 2-8=-20 Horz: 1-2=-5, 2-4=1, 4-5=-1, 5-6=1, 6-8=-1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-6=-29, 6-8=-29, 2-8=-20 Horz: 1-2=-5, 2-4=1, 4-5=-1, 5-6=1, 6-8=-1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-6=-59, 6-8=-50, 2-8=-20 Horz: 1-2=-3, 2-4=1, 4-5=-1, 5-6=1, 6-8=8 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-4=-50, 4-6=-59, 6-8=-59, 2-8=-20 Horz: 1-2=-12, 2-4=-8, 4-5=-1, 5-6=1, 6-8=-1 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-6=-59, 6-8=-59, 2-8=-20 Horz: 1-2=-3, 2-4=1, 4-5=-1, 5-6=1, 6-8=-1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-6=-59, 6-8=-59, 2-8=-20 Horz: 1-2=-3, 2-4=1, 4-5=-1, 5-6=1, 6-8=-1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A18 Califomia 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:40 2021 Page 3 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-98ddAh6P7gXPuvo1 dfmRTJOHugOJtPN5nDvfWsyl IdP LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=4, 2-4=-28, 4-6=-28, 6-8=-28, 2-8=-12 Horz: 1-2=-16, 2-4=16, 4-5=-16, 5-6=16, 6-8=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=4, 4-6=4, 6-8=4, 2-8=-12 Horz: 1-4=-16, 4-5=16, 5-6=-16, 6-8=16 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-68, 4-6=-68, 6-8=-28, 2-8=-20 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-68, 6-8=-68, 2-8=-20 25) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-58, 4-6=-58, 6-8=-28, 2-8=-20 26) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-58, 6-8=-58, 2-8=-20 27) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 20=-250 28) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 21=-250 29) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 22=-250 30) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 23=-250 31) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 24=-250 32) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 2=-250 33) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 13=-250 34) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 12=-250 35) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 10=-250 36) 10th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 9=-250 37) 11th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 8=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A19 Califomia 1 1 Job Reference (optional) -2-3-0 2-3-0 2 15 7-0-0 7-0-0 3.00 12 3x4 3 16 W1 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:42 2021 Page 1 Tp11-10-3 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-5WkObN7geHn68DyQ14ovYkTeBd4eLGTNEXOmakylldN 4-10-3 021 r13 3-6-10 6-3 014 0-8 1p1 113 4-4 53--6 1 7-0 1 5 1 4x5 = 3x4 = 5x6 = 19 6 3x4 20 Scale = 1:57.9 Camber = 3/16 in 8 3x4 = 21 14 22 13 12 23 11 24 10 1.5x4 II 3x10 = 3x6 — 3x4 — 3x4 = 7-0-0 11-10-3 7-0-0 4-10-3 19-1-4 7-3-1 25 21-0-4 25-3-6 1-11-0 4-3-1 9 1.5x4 11 26 3x4 = 32-5-0 7-1-11 Ie) a Plate Offsets (X,Y)-- [5:0-1-12,0-1-8], [6:0-3-0,0-1-12], [8:0-0-2,0-1-6] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CSI. TC 0.47 BC 0.56 WB 0.59 Matrix-S DEFL. in (loc) I/defl L/d Vert(LL) -0.22 8-9 >739 240 Vert(CT) -0.39 2-14 >577 180 Horz(CT) 0.03 11 n/a n/a PLATES GRIP MT20 220/195 Weight: 135 Ib FT = 20% LUMBER - TOP CHORD 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 BRACING - TOP CHORD BOT CHORD REACTIONS. (Ib/size) 8=279/Mechanical, 2=800/0-5-8 (min. 0-1-8), 11=1919/0-5-8 (min. 0-2-1) Max Horz 2=59(LC 8) Max Uplift8=-52(LC 9), 2=-155(LC 8), 11=-104(LC 12) Max Grav8=401(LC 39), 2=834(LC 23), 11=1919(LC 1) Structural wood sheathing directly applied or 4-11-7 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-15=-1522/217, 3-15=-1514/237, 3-16=-619/104, 4-16=-571/117, 4-5=-563/132, 5-17=-183/1371, 17-18=-183/1371, 18-19=-183/1373, 6-19=-183/1375, 6-7=-86/884, 7-20=-332/297, 8-20=-362/267 BOT CHORD 2-21=-194/1416, 14-21=-194/1416, 14-22=-194/1416, 13-22=-194/1416, 13-23=-313/58, 12-23=-313/58, 11-12=-313/58, 11-24=-858/175, 10-24=-858/175, 10-25=-258/321, 9-25=-258/321, 9-26=-258/321, 8-26=-258/321 WEBS 3-14=0/364, 3-13=-925/183, 5-13=-93/888, 5-11=-1418/312, 6-11=-1004/228, 6-10=-74/490, 7-10=-1017/183, 7-9=0/400 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-8-9, Interior(1) 0-8-9 to 12-0-0, Exterior(2R) 12-0-0 to 16-2-15, Interior(1) 16-2-15 to 20-10-8, Exterior(2R) 20-10-8 to 25-3-6, Interior(1) 25-3-6 to 32-4-4 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 8 except (jt=Ib) 2=155, 11=104. 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 250.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A19 Califomia 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:42 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-5W kObN7geHn68DyQ14ovYkTeBd4eLGTNEXOmakyl Id N LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-68, 4-6=-68, 6-8=-68, 2-8=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-58, 4-6=-58, 6-8=-58, 2-8=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=52, 2-15=28, 4-15=23, 4-17=32, 6-17=23, 6-7=32, 7-8=23, 2-8=-12 Horz: 1-2=-64, 2-15=-40, 4-15=-35, 4-5=44, 6-7=44, 7-8=35 Drag: 5-17=-1, 6-17=-0 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-16=23, 4-16=32, 4-18=23, 6-18=32, 6-20=23, 8-20=28, 2-8=-12 Horz: 1-2=-30, 2-16=-35, 4-16=-44, 4-5=35, 6-20=35, 8-20=40 Drag: 5-18=-0, 6-18=-1 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-19, 2-4=-42, 4-6=-42, 6-8=-42, 2-8=-20 Horz: 1-2=-9, 2-4=14, 4-5=-14, 6-8=-14 Drag: 5-6=0 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-4=-42, 4-6=-42, 6-8=-42, 2-8=-20 Horz: 1-2=9, 2-4=14, 4-5=-14, 6-8=-14 Drag: 5-6=0 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-4=20, 4-6=11, 6-8=9, 2-8=-12 Horz: 1-2=-47, 2-4=-32, 4-5=23, 6-8=21 Drag: 5-6=-0 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=9, 4-19=11, 6-19=26, 6-8=20, 2-8=-12 Horz: 1-2=-16, 2-4=-21, 4-5=23, 6-8=32 Drag: 5-19=-0, 6-19=-0 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-6=-29, 6-8=-18, 2-8=-20 Horz: 1-2=-5, 2-4=1, 4-5=-1, 6-8=10 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-4=-18, 4-6=-29, 6-8=-29, 2-8=-20 Horz: 1-2=-16, 2-4=-10, 4-5=-1, 6-8=-1 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-4=17, 4-6=17, 6-8=17, 2-8=-12 Horz: 1-2=-44, 2-4=-29, 4-5=29, 6-8=29 Drag: 5-6=-0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-4=7, 4-6=7, 6-8=7, 2-8=-12 Horz: 1-2=-34, 2-4=-19, 4-5=19, 6-8=19 Drag: 5-6=-0 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-6=-29, 6-8=-29, 2-8=-20 Horz: 1-2=-5, 2-4=1, 4-5=-1, 6-8=-1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-6=-29, 6-8=-29, 2-8=-20 Horz: 1-2=-5, 2-4=1, 4-5=-1, 6-8=-1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-6=-59, 6-8=-50, 2-8=-20 Horz: 1-2=-3, 2-4=1, 4-5=-1, 6-8=8 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-4=-50, 4-6=-59, 6-8=-59, 2-8=-20 Horz: 1-2=-12, 2-4=-8, 4-5=-1, 6-8=-1 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A19 Califomia 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:42 2021 Page 3 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-5W kObN7geHn68DyQ14ovYkTeBd4eLGTNEXOmakyl Id N LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-6=-59, 6-8=-59, 2-8=-20 Horz: 1-2=-3, 2-4=1, 4-5=-1, 6-8=-1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-6=-59, 6-8=-59, 2-8=-20 Horz: 1-2=-3, 2-4=1, 4-5=-1, 6-8=-1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=-28, 4-6=-28, 6-8=-28, 2-8=-12 Horz: 1-2=-16, 2-4=16, 4-5=-16, 6-8=-16 Drag: 5-6=0 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=4, 4-6=4, 6-8=4, 2-8=-12 Horz: 1-4=-16, 4-5=16, 6-8=16 Drag: 5-6=-0 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-68, 4-6=-68, 6-8=-28, 2-8=-20 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-68, 6-8=-68, 2-8=-20 25) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-58, 4-6=-58, 6-8=-28, 2-8=-20 26) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-58, 6-8=-58, 2-8=-20 27) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 21=-250 28) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 22=-250 29) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 23=-250 30) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 24=-250 31) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 25=-250 32) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 26=-250 33) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 2=-250 34) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 14=-250 35) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 13=-250 36) 10th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A19 Califomia 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:42 2021 Page 4 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-5W kObN7geHn68DyQ14ovYkTeBd4eLGTNEXOmakyl Id N LOAD CASE(S) Concentrated Loads (Ib) Vert: 11=-250 37) 11th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 10=-250 38) 12th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 9=-250 39) 13th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 8=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A20 Califomia 1 1 Job Reference (optional) -2-3-0 2-3-0 6-0-0 6-0-0 3.00 12 2 15 c, 1 :J 3x6 = 1 9-10-3 4-7-8 4-7-8 1.5x4 3 20 9-10-3 10T-0 14-5-12 3-10-3 0-1-13 4-5-12 B1 5x6 = 4 W2 Run: 8.500 s Aug6 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:44 2021 Page 1 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-2vs8039wAu 1 q N W6osVrNd9Z0yRhPp8igirttfdyl IdL 19-1-4 I 22-10-8 23TTP-5 26-3-6 32-5-0 4-7-8 3-9-4 0-1-13 3-3-1 6-1-11 1.5x4 11 5 6a T2 W 14 21 13 12 22 3x4 = 5x8 = 3x4 = 9-10-3 14-5-12 19-1-4 5x8 = 166 17 W4 fit 11 2x4 II 1 23 23-0-5 4x5 = 7 10 3x10 = 3-11-0 1 1.5x4 8 18 19 24 32-5-0 Scale = 1:57.9 Camber = 7/16 in 9 3x4 = 9-4-12 Io N Plate Offsets (X,Y)-- [4:0-3-0,0-1-12], [6:0-2-8,0-2-8], [9:0-0-2,0-1-6], [10:0-4-4,0-1-8], [13:0-1-15,0-2-8] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CSI. TC 0.32 BC 0.80 WB 0.74 Matrix-S DEFL. in (loc) I/defl L/d Vert(LL) -0.48 2-14 >473 240 Vert(CT) -0.96 2-14 >236 180 Horz(CT) 0.03 11 n/a n/a PLATES GRIP MT20 220/195 Weight: 135 Ib FT = 20% LUMBER - TOP CHORD 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 BRACING - TOP CHORD BOT CHORD REACTIONS. (Ib/size) 9=336/Mechanical, 2=840/0-5-8 (min. 0-1-8), 11=1822/0-5-8 (min. 0-1-15) Max Horz 2=53(LC 8) Max Uplift9=-50(LC 9), 2=-146(LC 8), 11=-108(LC 12) Max Grav9=436(LC 37), 2=863(LC 23), 11=1822(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-15=-1650/303, 3-15=-1641/320, 3-4=-1109/139, 4-5=-367/80, 5-16=-366/79, 6-16=-366/79, 6-17=-119/300, 7-17=-119/304, 7-8=-137/329, 8-18=-457/172, 18-19=-498/163, 9-19=-542/162 BOT CHORD 2-20=-278/1547, 14-20=-278/1547, 14-21=-62/1022, 13-21=-62/1022, 12-13=-1279/261, 12-22=-1279/261, 11-22=-1279/261, 11-23=-1279/261, 10-23=-1279/261, 10-24=-131/491, 9-24=-131/491 WEBS 4-14=0/496, 4-13=-825/109, 5-13=-325/134, 6-13=-269/1672, 6-11=-1750/329, 6-10=-168/1251, 3-14=-541/231, 8-10=-631/247 Structural wood sheathing directly applied or 4-11-7 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-7. Rigid ceiling directly applied or 5-8-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-8-9, Interior(1) 0-8-9 to 10-0-0, Exterior(2R) 10-0-0 to 14-5-12, Interior(1) 14-5-12 to 22-10-8, Exterior(2R) 22-10-8 to 27-1-7, Interior(1) 27-1-7 to 32-4-4 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 9 except (jt=Ib) 2=146, 11=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 250.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A20 Califomia 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:45 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-W5QW EPAYxC9h?gh?QCMcAN5Bir1 eYbygxVcQB3yl Id K LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-68, 4-7=-68, 7-9=-68, 2-9=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-58, 4-7=-58, 7-9=-58, 2-9=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-28, 4-7=-28, 7-9=-28, 2-9=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=52, 2-15=28, 4-15=23, 4-5=32, 5-7=23, 7-18=32, 9-18=23, 2-9=-12 Horz: 1-2=-64, 2-15=-40, 4-15=-35, 7-18=44, 9-18=35 Drag: 4-5=1, 6-7=-1 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-3=23, 3-4=32, 4-16=23, 7-16=32, 7-19=23, 9-19=28, 2-9=-12 Horz: 1-2=-30, 2-3=-35, 3-4=-44, 7-19=35, 9-19=40 Drag: 4-5=0, 6-7=-1 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-19, 2-4=-42, 4-7=-42, 7-9=-42, 2-9=-20 Horz: 1-2=-9, 2-4=14, 7-9=-14 Drag: 4-5=-0, 6-7=0 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-4=-42, 4-7=-42, 7-9=-42, 2-9=-20 Horz: 1-2=9, 2-4=14, 7-9=-14 Drag: 4-5=-0, 6-7=0 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-4=20, 4-7=11, 7-9=9, 2-9=-12 Horz: 1-2=-47, 2-4=-32, 7-9=21 Drag: 4-5=0, 6-7=-0 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=9, 4-17=11, 7-17=26, 7-9=20, 2-9=-12 Horz: 1-2=-16, 2-4=-21, 7-9=32 Drag: 4-5=0, 6-17=-0, 7-17=-1 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-7=-29, 7-9=-18, 2-9=-20 Horz: 1-2=-5, 2-4=1, 7-9=10 Drag: 6-7=0 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-4=-18, 4-7=-29, 7-9=-29, 2-9=-20 Horz: 1-2=-16, 2-4=-10, 7-9=-1 Drag: 6-7=0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-4=17, 4-7=17, 7-9=17, 2-9=-12 Horz: 1-2=-44, 2-4=-29, 7-9=29 Drag: 4-5=0, 6-7=-0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-4=7, 4-7=7, 7-9=7, 2-9=-12 Horz: 1-2=-34, 2-4=-19, 7-9=19 Drag: 4-5=0, 6-7=-0 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-7=-29, 7-9=-29, 2-9=-20 Horz: 1-2=-5, 2-4=1, 7-9=-1 Drag: 6-7=0 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-7=-29, 7-9=-29, 2-9=-20 Horz: 1-2=-5, 2-4=1, 7-9=-1 Drag: 6-7=0 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-4=-28, 4-7=-28, 7-9=-28, 2-9=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-7=-59, 7-9=-50, 2-9=-20 Horz: 1-2=-3, 2-4=1, 7-9=8 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A20 Califomia 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:45 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-W5QW EPAYxC9h?gh?QCMcAN5Bir1 eYbygxVcQB3yI Id K LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-46, 2-4=-50, 4-7=-59, 7-9=-59, 2-9=-20 Horz: 1-2=-12, 2-4=-8, 7-9=-1 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-7=-59, 7-9=-59, 2-9=-20 Horz: 1-2=-3, 2-4=1, 7-9=-1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-7=-59, 7-9=-59, 2-9=-20 Horz: 1-2=-3, 2-4=1, 7-9=-1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=-28, 4-7=-28, 7-9=-28, 2-9=-12 Horz: 1-2=-16, 2-4=16, 7-9=-16 Drag: 4-5=-0, 6-7=0 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=4, 4-7=4, 7-9=4, 2-9=-12 Horz: 1-4=-16, 7-9=16 Drag: 4-5=0, 6-7=-0 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-68, 4-7=-68, 7-9=-28, 2-9=-20 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-28, 4-7=-68, 7-9=-68, 2-9=-20 25) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-58, 4-7=-58, 7-9=-28, 2-9=-20 26) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-28, 4-7=-58, 7-9=-58, 2-9=-20 27) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-7=-28, 7-9=-28, 2-9=-20 Concentrated Loads (Ib) Vert: 20=-250 28) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-7=-28, 7-9=-28, 2-9=-20 Concentrated Loads (Ib) Vert: 21=-250 29) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-7=-28, 7-9=-28, 2-9=-20 Concentrated Loads (Ib) Vert: 22=-250 30) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-7=-28, 7-9=-28, 2-9=-20 Concentrated Loads (Ib) Vert: 23=-250 31) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-7=-28, 7-9=-28, 2-9=-20 Concentrated Loads (Ib) Vert: 24=-250 32) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-7=-28, 7-9=-28, 2-9=-20 Concentrated Loads (Ib) Vert: 2=-250 33) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-7=-28, 7-9=-28, 2-9=-20 Concentrated Loads (Ib) Vert: 14=-250 34) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-7=-28, 7-9=-28, 2-9=-20 Concentrated Loads (Ib) Vert: 13=-250 35) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-7=-28, 7-9=-28, 2-9=-20 Concentrated Loads (Ib) Vert: 11=-250 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A20 Califomia 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:45 2021 Page 4 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-W5QW EPAYxC9h?gh?QCMcAN5Bir1 eYbygxVcQB3yI Id K LOAD CASE(S) 36) 10th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-7=-28, 7-9=-28, 2-9=-20 Concentrated Loads (Ib) Vert: 10=-250 37) 11th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-7=-28, 7-9=-28, 2-9=-20 Concentrated Loads (Ib) Vert: 9=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A21 Hip Girder 1 2 Job Reference (optional) -2-3-0 2-3-0 8-0-0 8-0-0 3.00 FIT 5x8 = 4x8 = 15 16 2x6 II 3x6 = 3 13-6-10 5-6-10 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:46 2021 Page 1 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-_H_vRIAAiW HYcgGB_wtrjaeGhFKBH0iz99MzjVyl IdJ 19-1-4 24-10-8 32-5-0 5-6-10 5-9-4 7-6-8 4x12 = 1.5x4 II 4 5 Ei13 Et ri T2 El 14 6a 6a I11 W3 02 6x8 = 6 W Scale = 1:57.6 Camber = 7/16 in 7 12 11 10 17 9 18 8 19 3x6 6x8 = 7x10 = 8-0-0 13-6-10 19-1-4 24-10-8 8-0-0 5-6-10 5-6-10 5-9-4 0-5-8 2x4 II 21-4r0 32-5-0 7-1-0 3x4 = Io Plate Offsets (X,Y)--[2:0-4-8,0-0-2], [3:0-4-0,0-1-12], [4:0-3-9,0-2-0], [7:0-1-7,0-1-8], [9:0-4-0,0-3-8], [11:0-2-12,0-1-8], [12:0-4-4,0-1-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2018/TPI2014 CSI. TC 0.76 BC 0.97 WB 0.89 Matrix-S DEFL. in (loc) I/defl L/d Vert(LL) -0.19 2-12 >999 240 Vert(CT) -0.65 2-12 >348 180 Horz(CT) 0.11 9 n/a n/a PLATES GRIP MT20 220/195 Weight: 310 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G *Except* T1: 2x4 DF 2400F 2.0E G BOT CHORD 2x6 DF 1800F 1.6E G or 2x6 DF SS 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* W4: 2x6 DF No.2 G BRACING - TOP CHORD BOT CHORD REACTIONS. (Ib/size) 7=-163/Mechanical, 2=3683/0-5-8 (min. 0-1-15), 9=6504/0-5-8 (min. 0-3-8) Max Horz 2=50(LC 4) Max Uplift7=-368(LC 19), 2=-613(LC 4), 9=-851(LC 5) Max Grav7=160(LC 33), 2=3690(LC 19), 9=6504(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-9756/1404, 3-13=-6568/973, 4-13=-6576/974, 4-5=-598/4599, 5-14=-597/4597, 6-14=-597/4601, 6-7=-461/2244 BOT CHORD 2-15=-1343/9440, 12-15=-1343/9440, 12-16=-1324/9268, 11-16=-1324/9268, 10-11=-934/6568, 10-17=-934/6568, 9-17=-934/6568, 9-18=-2148/448, 8-18=-2148/448, 8-19=-2151 /456, 7-19=-2151/456 WEBS 3-12=-244/2180, 3-11=-2870/412, 4-11=-287/2295, 4-9=-11708/1653, 5-9=-823/168, 6-9=-2857/351, 6-8=-35/287 Structural wood sheathing directly applied or 4-6-12 oc purlins, except 2-0-0 oc purlins (4-6-12 max.): 3-6. Rigid ceiling directly applied or 6-0-0 oc bracing. 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 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs 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; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) except (jt=Ib) 7=368, 2=613, 9=851. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A21 Hip Girder 1 2 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:46 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-_H_vRIAAiW HYcgGB_wtrjaeGhFKBH0iz99MzjVyl IdJ NOTES- 12) This truss has been designed for a moving concentrated load of 250.0Ib live 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 265 Ib down and 43 Ib up at 8-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-68, 3-5=-218(F=-150), 5-6=-68, 6-7=-68, 2-9=-290(F=-270), 7-9=-20 Concentrated Loads (Ib) Vert: 3=-265(F) 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-58, 3-5=-191(F=-133), 5-6=-58, 6-7=-58, 2-9=-259(F=-239), 7-9=-20 Concentrated Loads (Ib) Vert: 3=-235(F) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-28, 3-5=-144(F=-116), 5-6=-28, 6-7=-28, 2-9=-249(F=-209), 7-9=-40 Concentrated Loads (Ib) Vert: 3=-205(F) 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-3=20, 3-13=51(F=25), 5-13=36(F=25), 5-6=11, 6-7=9, 2-9=32(F=44), 7-9=-12 Horz: 1-2=-47, 2-3=-32, 6-7=21 Drag: 3-13=0, 4-13=0, 5-6=-0 Concentrated Loads (Ib) Vert: 3=43(F) 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=9, 3-5=36(F=25), 5-14=11, 6-14=26, 6-7=20, 2-9=32(F=44), 7-9=-12 Horz: 1-2=-16, 2-3=-21, 6-7=32 Drag: 3-4=0, 5-14=-0, 6-14=-0 Concentrated Loads (Ib) Vert: 3=43(F) 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 3-5=-120(F=-91), 5-6=-29, 6-7=-18, 2-9=-184(F=-164), 7-9=-20 Horz: 1-2=-5, 2-3=1, 6-7=10 Concentrated Loads (Ib) Vert: 3=-161(F) 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-3=-18, 3-5=-120(F=-91), 5-6=-29, 6-7=-29, 2-9=-184(F=-164), 7-9=-20 Horz: 1-2=-16, 2-3=-10, 6-7=-1 Concentrated Loads (Ib) Vert: 3=-161(F) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-3=17, 3-5=26(F=9), 5-6=17, 6-7=17, 2-9=4(F=16), 7-9=-12 Horz: 1-2=-44, 2-3=-29, 6-7=29 Drag: 3-4=0, 5-6=-0 Concentrated Loads (Ib) Vert: 3=16(F) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-3=7, 3-5=-3(F=-9), 5-6=7, 6-7=7, 2-9=-28(F=-16), 7-9=-12 Horz: 1-2=-34, 2-3=-19, 6-7=19 Drag: 3-4=0, 5-6=-0 Concentrated Loads (Ib) Vert: 3=-16(F) 10) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 3-5=-120(F=-91), 5-6=-29, 6-7=-29, 2-9=-184(F=-164), 7-9=-20 Horz: 1-2=-5, 2-3=1, 6-7=-1 Concentrated Loads (Ib) Vert: 3=-161(F) 11) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 3-5=-120(F=-91), 5-6=-29, 6-7=-29, 2-9=-184(F=-164), 7-9=-20 Horz: 1-2=-5, 2-3=1, 6-7=-1 Concentrated Loads (Ib) Vert: 3=-161(F) 12) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-3=-28, 3-5=-110(F=-82), 5-6=-28, 6-7=-28, 2-9=-167(F=-147), 7-9=-20 Concentrated Loads (Ib) Vert: 3=-145(F) Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A21 Hip Girder 1 2 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:46 2021 Page 3 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-_H_vRIAAIW HYcgGB_wtrjaeGhFKBH0iz99MzjVyl IdJ LOAD CASE(S) 13) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 3-5=-198(F=-140), 5-6=-59, 6-7=-50, 2-9=-272(F=-252), 7-9=-20 Horz: 1-2=-3, 2-3=1, 6-7=8 Concentrated Loads (Ib) Vert: 3=-247(F) 14) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-3=-50, 3-5=-198(F=-140), 5-6=-59, 6-7=-59, 2-9=-272(F=-252), 7-9=-20 Horz: 1-2=-12, 2-3=-8, 6-7=-1 Concentrated Loads (Ib) Vert: 3=-247(F) 15) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 3-5=-198(F=-140), 5-6=-59, 6-7=-59, 2-9=-272(F=-252), 7-9=-20 Horz: 1-2=-3, 2-3=1, 6-7=-1 Concentrated Loads (Ib) Vert: 3=-247(F) 16) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 3-5=-198(F=-140), 5-6=-59, 6-7=-59, 2-9=-272(F=-252), 7-9=-20 Horz: 1-2=-3, 2-3=1, 6-7=-1 Concentrated Loads (Ib) Vert: 3=-247(F) 17) Dead + 0.6 MWFRS Wind Min. Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-3=-14, 3-5=-53(F=-41), 5-6=-12, 6-7=-12, 2-9=-86(F=-74), 7-9=-12 Horz: 2-3=2 Concentrated Loads (Ib) Vert: 3=-72(F) 18) Dead + 0.6 MWFRS Wind Min. Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-12, 3-5=-53(F=-41), 5-6=-12, 6-7=-14, 2-9=-86(F=-74), 7-9=-12 Horz: 6-7=-2 Concentrated Loads (Ib) Vert: 3=-72(F) 19) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-68, 3-5=-218(F=-150), 5-6=-68, 6-7=-28, 2-9=-290(F=-270), 7-9=-20 Concentrated Loads (Ib) Vert: 3=-265(F) 20) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-28, 3-5=-218(F=-150), 5-6=-68, 6-7=-68, 2-9=-290(F=-270), 7-9=-20 Concentrated Loads (Ib) Vert: 3=-265(F) 21) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-58, 3-5=-191(F=-133), 5-6=-58, 6-7=-28, 2-9=-259(F=-239), 7-9=-20 Concentrated Loads (Ib) Vert: 3=-235(F) 22) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-28, 3-5=-191(F=-133), 5-6=-58, 6-7=-58, 2-9=-259(F=-239), 7-9=-20 Concentrated Loads (Ib) Vert: 3=-235(F) 23) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 3-5=-110(F=-82), 5-6=-28, 6-7=-28, 2-9=-167(F=-147), 7-9=-20 Concentrated Loads (Ib) Vert: 3=-145(F) 15=-250 24) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 3-5=-110(F=-82), 5-6=-28, 6-7=-28, 2-9=-167(F=-147), 7-9=-20 Concentrated Loads (Ib) Vert: 3=-145(F) 16=-250 25) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 3-5=-110(F=-82), 5-6=-28, 6-7=-28, 2-9=-167(F=-147), 7-9=-20 Concentrated Loads (Ib) Vert: 3=-145(F) 17=-250 26) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 3-5=-110(F=-82), 5-6=-28, 6-7=-28, 2-9=-167(F=-147), 7-9=-20 Concentrated Loads (Ib) Vert: 3=-145(F) 18=-250 27) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 A21 Hip Girder 1 2 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:46 2021 Page 4 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-_H_vRIAAiW HYcgGB_wtrjaeGhFKBH0iz99MzjVyl IdJ LOAD CASE(S) Uniform Loads (plf) Vert: 1-3=-28, 3-5=-110(F=-82), 5-6=-28, 6-7=-28, 2-9=-167(F=-147), 7-9=-20 Concentrated Loads (Ib) Vert: 3=-145(F) 19=-250 28) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 3-5=-110(F=-82), 5-6=-28, 6-7=-28, 2-9=-167(F=-147), 7-9=-20 Concentrated Loads (Ib) Vert: 3=-145(F) 2=-250 29) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 3-5=-110(F=-82), 5-6=-28, 6-7=-28, 2-9=-167(F=-147), 7-9=-20 Concentrated Loads (Ib) Vert: 3=-145(F) 12=-250 30) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 3-5=-110(F=-82), 5-6=-28, 6-7=-28, 2-9=-167(F=-147), 7-9=-20 Concentrated Loads (Ib) Vert: 3=-145(F) 11=-250 31) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 3-5=-110(F=-82), 5-6=-28, 6-7=-28, 2-9=-167(F=-147), 7-9=-20 Concentrated Loads (Ib) Vert: 3=-145(F) 9=-250 32) 10th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 3-5=-110(F=-82), 5-6=-28, 6-7=-28, 2-9=-167(F=-147), 7-9=-20 Concentrated Loads (Ib) Vert: 3=-145(F) 8=-250 33) 11th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 3-5=-110(F=-82), 5-6=-28, 6-7=-28, 2-9=-167(F=-147), 7-9=-20 Concentrated Loads (Ib) Vert: 3=-145(F) 7=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 B01 HIP GIRDER 1 3 Job Reference (optional) -2-3-0 2-3-0 4-10-12 4-10-12 3.00 12 3x10 = 21 8-0-0 3-1-4 3x4 3 5x6 = 18 22 17 2x4 II 3x10 = Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:47 2021 Page 1 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-SUYHe5BoTpPPE_rNYdO4FoBV6ek20ba7Op5XFyyl Id I 12-1-2 16-4-0 20-6-14 24-8-0 27-9-4 32-6-8 4-1-2 4-2-14 4-2-14 4-1-2 3-1-4 I 4-9-4 3x10 = 5 m 2x4 I I 6 M T2 3x10 = 20 7 5x6 = 8 3x4 Scale = 1:57.4 Camber = 1-1/16 in 10 23 24 16 15 25 14 26 13 27 12 28 11 29 3x10 = 2x4 II 5x12 MT20HS— 2x4 I 3x10 = 2x4II 3x10 = 4-10-12 8-0-0 12-1-2 4-10-12 3-1-4 4-1-2 16-4-0 4-2-14 20-6-14 4-2-14 24-8-0 4-1-2 27-9-4 3-1-4 32-6-8 4-9-4 1) I� 0 N Plate Offsets (X,Y)-- [2:0-4-12,0-0-14], [4:0-2-8,0-2-0], [10:0-4-0,0-0-11] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2018/TPI2014 CSI. TC 0.46 BC 0.74 WB 0.35 Matrix-S DEFL. in (loc) I/defl L/d Vert(LL) -0.44 14 >879 240 Vert(CT) -1.47 14 >262 180 Horz(CT) 0.23 10 n/a n/a PLATES GRIP MT20 220/195 MT20HS 165/146 Weight: 526 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF 2400F 2.0E G *Except* T2: 2x6 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 REACTIONS. (Ib/size) 10=3574/0-4-0 (min. 0-1-8), 2=4021/0-5-8 (min. 0-1-8) Max Horz 2=49(LC 19) Max Upliftl0=-548(LC 22), 2=-657(LC 19) Max Gray 10=3724(LC 15), 2=4115(LC 15) BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-8. Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-14145/2109, 3-4=-15477/2383, 4-19=-14955/2236, 5-19=-14960/2179, 5-6=-20283/2951, 6-20=-20283/2896, 7-20=-20283/2962, 7-8=-13834/2185, 8-9=-14309/2331, 9-10=-13211/2130 BOT CHORD 2-21=-2034/13673, 18-21=-1919/13673, 18-22=-1905/13673, 17-22=-1859/13673, 17-23=-2885/19729, 23-24=-2772/19729, 16-24=-2772/19729, 16-25=-2755/19729, 15-25=-2724/19729, 14-15=-2779/19729, 14-26=-2694/18308, 13-26=-2667/18308, 13-27=-2680/18308, 12-27=-2797/18308, 12-28=-1863/12769, 11-28=-1909/12769, 11-29=-1923/12769, 10-29=-2050/12769 WEBS 3-18=-465/232, 3-17=-458/1603, 4-17=-139/2240, 5-17=-5176/817, 5-16=0/845, 5-14=-243/947, 6-14=-802/246, 7-14=-398/2229, 7-13=0/318, 7-12=-4858/715, 8-12=-104/1998, 9-12=-405/1358, 9-11=-347/200 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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); 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) All plates are MT20 plates unless otherwise indicated. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) except (jt=Ib) 10=548 , 2=657. Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 1301 HIP GIRDER 1 3 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:48 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-wg6fsRCQE7XGs8QZ5KvJo?jgr24H12gGdTr4o0yI Id H NOTES- 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 250.0Ib live 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 Ib. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 32-6-8 for 30.7 plf. 14) Girder carries hip end with 7-10-8 right side setback, 8-0-0 left side setback, and 8-0-0 end setback. 15) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 768 Ib down and 249 Ib up at 24-8-0, and 768 Ib down and 249 Ib up at 8-0-0 on top chord, and 900 Ib down and 147 Ib up at 11-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-68, 4-8=-164, 8-10=-68, 2-10=-48(F=-28) Concentrated Loads (Ib) Vert: 4=-589 8=-589 24=-900(F) 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-58, 4-8=-140, 8-10=-58, 2-10=-48(F=-28) Concentrated Loads (Ib) Vert: 4=-503 8=-503 24=-798(F) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-28, 4-8=-68, 8-10=-28, 2-10=-68(F=-28) Concentrated Loads (Ib) Vert: 4=-243 8=-243 24=-695(F) 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-4=20, 4-19=67, 8-19=52, 8-10=9, 2-10=-29(F=-17) Horz: 1-2=-47, 2-4=-32, 4-19=96, 5-19=81, 7-8=-81, 8-10=21 Concentrated Loads (Ib) Vert: 4=249 8=249 24=147(F) 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=9, 4-20=52, 8-20=67, 8-10=20, 2-10=-29(F=-17) Horz: 1-2=-16, 2-4=-21, 4-5=81, 7-8=-96, 8-10=32 Concentrated Loads (Ib) Vert: 4=249 8=249 24=147(F) 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-8=-110, 8-10=-18, 2-10=-48(F=-28) Horz: 1-2=-5, 2-4=1, 4-5=-42, 7-8=42, 8-10=10 Concentrated Loads (Ib) Vert: 4=-596 8=-596 24=-546(F) 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-4=-18, 4-8=-110, 8-10=-29, 2-10=-48(F=-28) Horz: 1-2=-16, 2-4=-10, 4-5=-42, 7-8=42, 8-10=-1 Concentrated Loads (Ib) Vert: 4=-596 8=-596 24=-546(F) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-4=17, 4-8=58, 8-10=17, 2-10=-29(F=-17) Horz: 1-2=-44, 2-4=-29, 4-5=87, 7-8=-87, 8-10=29 Concentrated Loads (Ib) Vert: 4=249 8=249 24=55(F) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-4=7, 4-8=47, 8-10=7, 2-10=-29(F=-17) Horz: 1-2=-34, 2-4=-19, 4-5=76, 7-8=-76, 8-10=19 Concentrated Loads (Ib) Vert: 4=249 8=249 24=-55(F) 10) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-8=-110, 8-10=-29, 2-10=-48(F=-28) Horz: 1-2=-5, 2-4=1, 4-5=-42, 7-8=42, 8-10=-1 Concentrated Loads (Ib) Vert: 4=-596 8=-596 24=-546(F) 11) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-8=-110, 8-10=-29, 2-10=-48(F=-28) Horz: 1-2=-5, 2-4=1, 4-5=-42, 7-8=42, 8-10=-1 Concentrated Loads (Ib) Vert: 4=-596 8=-596 24=-546(F) 12) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-4=-28, 4-8=-68, 8-10=-28, 2-10=-48(F=-28) Concentrated Loads (Ib) Vert: 4=-243 8=-243 24=-491(F) Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 1301 HIP GIRDER 1 3 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:48 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-wg6fsRCQE7XGs8QZ5KvJo?jgr24H12gGdTr400yI Id H LOAD CASE(S) 13) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-8=-172, 8-10=-50, 2-10=-48(F=-28) Horz: 1-2=-3, 2-4=1, 4-5=-32, 7-8=32, 8-10=8 Concentrated Loads (Ib) Vert: 4=-768 8=-768 24=-839(F) 14) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-4=-50, 4-8=-172, 8-10=-59, 2-10=-48(F=-28) Horz: 1-2=-12, 2-4=-8, 4-5=-32, 7-8=32, 8-10=-1 Concentrated Loads (Ib) Vert: 4=-768 8=-768 24=-839(F) 15) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-8=-172, 8-10=-59, 2-10=-48(F=-28) Horz: 1-2=-3, 2-4=1, 4-5=-32, 7-8=32, 8-10=-1 Concentrated Loads (Ib) Vert: 4=-768 8=-768 24=-839(F) 16) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-8=-172, 8-10=-59, 2-10=-48(F=-28) Horz: 1-2=-3, 2-4=1, 4-5=-32, 7-8=32, 8-10=-1 Concentrated Loads (Ib) Vert: 4=-768 8=-768 24=-839(F) 17) Dead + 0.6 MWFRS Wind Min. Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-4=-14, 4-8=-101, 8-10=-12, 2-10=-40(F=-28) Horz: 2-4=2, 4-5=-50, 7-8=50 Concentrated Loads (Ib) Vert: 4=-547 8=-547 24=-245(F) 18) Dead + 0.6 MWFRS Wind Min. Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-12, 4-8=-101, 8-10=-14, 2-10=-40(F=-28) Horz: 4-5=-50, 7-8=50, 8-10=-2 Concentrated Loads (Ib) Vert: 4=-547 8=-547 24=-245(F) 19) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=35, 2-3=28, 3-4=27, 4-19=66, 5-19=51, 5-7=52, 7-8=53, 8-9=2, 9-10=1, 2-10=-29(F=-17) Horz: 1-2=-47, 2-3=91, 3-4=110, 4-19=1293, 5-19=1277, 7-8=1116, 8-9=163, 9-10=143 Drag: 5-7=31, 2-10=-31 Concentrated Loads (Ib) Vert: 4=249 8=249 24=147(F) 20) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=35, 2-3=13, 3-4=14, 4-19=68, 5-19=53, 5-7=52, 7-8=51, 8-9=16, 9-10=17, 2-10=-29(F=-17) Horz: 1-2=-47, 2-3=-155, 3-4=-174, 4-19=-1100, 5-19=-1116, 7-8=-1277, 8-9=-121, 9-10=-100 Drag: 5-7=-31, 2-10=31 Concentrated Loads (Ib) Vert: 4=249 8=249 24=147(F) 21) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=4, 2-3=17, 3-4=16, 4-5=51, 5-20=52, 7-20=67, 7-8=68, 8-9=14, 9-10=12, 2-10=-29(F=-17) Horz: 1-2=-16, 2-3=102, 3-4=121, 4-5=1277, 7-8=1100, 8-9=174, 9-10=154 Drag: 5-7=31, 2-10=-31 Concentrated Loads (Ib) Vert: 4=249 8=249 24=147(F) 22) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=4, 2-3=1, 3-4=2, 4-5=53, 5-20=52, 7-20=67, 7-8=66, 8-9=27, 9-10=28, 2-10=-29(F=-17) Horz: 1-2=-16, 2-3=-144, 3-4=-163, 4-5=-1116, 7-8=-1293, 8-9=-110, 9-10=-89 Drag: 5-7=-31, 2-10=31 Concentrated Loads (Ib) Vert: 4=249 8=249 24=147(F) 23) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-21, 3-4=-22, 4-5=-111, 5-7=-110, 7-8=-109, 8-9=-24, 9-10=-25, 2-10=-48(F=-28) Horz: 1-2=-5, 2-3=124, 3-4=143, 4-5=1154, 7-8=1239, 8-9=153, 9-10=132 Drag: 5-7=31, 2-10=-31 Concentrated Loads (Ib) Vert: 4=-596 8=-596 24=-546(F) 24) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-36, 3-4=-35, 4-5=-109, 5-7=-110, 7-8=-111, 8-9=-11, 9-10=-10, 2-10=-48(F=-28) Horz: 1-2=-5, 2-3=-122, 3-4=-141, 4-5=-1239, 7-8=-1154, 8-9=-132, 9-10=-111 Drag: 5-7=-31, 2-10=31 Concentrated Loads (Ib) Vert: 4=-596 8=-596 24=-546(F) Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 901 HIP GIRDER 1 3 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:48 2021 Page 4 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-wg6fsRCQE7XGs8QZ5KvJo?jgr24H12gGdTr4o0yI Id H LOAD CASE(S) 25) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-12, 2-3=-10, 3-4=-11, 4-5=-111, 5-7=-110, 7-8=-109, 8-9=-35, 9-10=-37, 2-10=-48(F=-28) Horz: 1-2=-16, 2-3=113, 3-4=132, 4-5=1154, 7-8=1239, 8-9=141, 9-10=121 Drag: 5-7=31, 2-10=-31 Concentrated Loads (Ib) Vert: 4=-596 8=-596 24=-546(F) 26) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-12, 2-3=-25, 3-4=-24, 4-5=-109, 5-7=-110, 7-8=-111, 8-9=-22, 9-10=-21, 2-10=-48(F=-28) Horz: 1-2=-16, 2-3=-133, 3-4=-153, 4-5=-1239, 7-8=-1154, 8-9=-143, 9-10=-122 Drag: 5-7=-31, 2-10=31 Concentrated Loads (Ib) Vert: 4=-596 8=-596 24=-546(F) 27) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=32, 2-3=25, 3-4=24, 4-5=57, 5-7=58, 7-8=59, 8-9=11, 9-10=10, 2-10=-29(F=-17) Horz: 1-2=-44, 2-3=94, 3-4=113, 4-5=1284, 7-8=1109, 8-9=172, 9-10=151 Drag: 5-7=31, 2-10=-31 Concentrated Loads (Ib) Vert: 4=249 8=249 24=55(F) 28) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=32, 2-3=10, 3-4=11, 4-5=59, 5-7=58, 7-8=57, 8-9=24, 9-10=25, 2-10=-29(F=-17) Horz: 1-2=-44, 2-3=-152, 3-4=-172, 4-5=-1109, 7-8=-1284, 8-9=-113, 9-10=-92 Drag: 5-7=-31, 2-10=31 Concentrated Loads (Ib) Vert: 4=249 8=249 24=55(F) 29) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=22, 2-3=14, 3-4=13, 4-5=47, 5-7=47, 7-8=48, 9-10=-1, 2-10=-29(F=-17) Horz: 1-2=-34, 2-3=104, 3-4=124, 4-5=1273, 7-8=1120, 8-9=161, 9-10=140 Drag: 5-7=31, 2-10=-31 Concentrated Loads (Ib) Vert: 4=249 8=249 24=-55(F) 30) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=22, 2-3=-1, 4-5=48, 5-7=47, 7-8=47, 8-9=13, 9-10=14, 2-10=-29(F=-17) Horz: 1-2=-34, 2-3=-142, 3-4=-161, 4-5=-1120, 7-8=-1273, 8-9=-124, 9-10=-103 Drag: 5-7=-31, 2-10=31 Concentrated Loads (Ib) Vert: 4=249 8=249 24=-55(F) 31) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-21, 3-4=-22, 4-5=-111, 5-7=-110, 7-8=-109, 8-9=-35, 9-10=-37, 2-10=-48(F=-28) Horz: 1-2=-5, 2-3=124, 3-4=143, 4-5=1154, 7-8=1239, 8-9=141, 9-10=121 Drag: 5-7=31, 2-10=-31 Concentrated Loads (Ib) Vert: 4=-596 8=-596 24=-546(F) 32) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-36, 3-4=-35, 4-5=-109, 5-7=-110, 7-8=-111, 8-9=-22, 9-10=-21, 2-10=-48(F=-28) Horz: 1-2=-5, 2-3=-122, 3-4=-141, 4-5=-1239, 7-8=-1154, 8-9=-143, 9-10=-122 Drag: 5-7=-31, 2-10=31 Concentrated Loads (Ib) Vert: 4=-596 8=-596 24=-546(F) 33) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-21, 3-4=-22, 4-5=-111, 5-7=-110, 7-8=-109, 8-9=-35, 9-10=-37, 2-10=-48(F=-28) Horz: 1-2=-5, 2-3=124, 3-4=143, 4-5=1154, 7-8=1239, 8-9=141, 9-10=121 Drag: 5-7=31, 2-10=-31 Concentrated Loads (Ib) Vert: 4=-596 8=-596 24=-546(F) 34) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-36, 3-4=-35, 4-5=-109, 5-7=-110, 7-8=-111, 8-9=-22, 9-10=-21, 2-10=-48(F=-28) Horz: 1-2=-5, 2-3=-122, 3-4=-141, 4-5=-1239, 7-8=-1154, 8-9=-143, 9-10=-122 Drag: 5-7=-31, 2-10=31 Concentrated Loads (Ib) Vert: 4=-596 8=-596 24=-546(F) 35) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-20, 3-4=-21, 4-5=-68, 5-7=-68, 7-8=-67, 8-9=-35, 9-10=-36, 2-10=-48(F=-28) Horz: 2-3=123, 3-4=142, 4-5=1197, 7-8=1197, 8-9=142, 9-10=121 Drag: 5-7=31, 2-10=-31 Concentrated Loads (Ib) Vert: 4=-243 8=-243 24=-491(F) Continued on page 5 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 B01 HIP GIRDER 1 3 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:48 2021 Page 5 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-wg6fsRCQE7XGs8QZ5KvJo?jgr24H12gGdTr400yl Id H LOAD CASE(S) 36) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-36, 3-4=-35, 4-5=-67, 5-7=-68, 7-8=-68, 8-9=-21, 9-10=-20, 2-10=-48(F=-28) Horz: 2-3=-123, 3-4=-142, 4-5=-1197, 7-8=-1197, 8-9=-142, 9-10=-121 Drag: 5-7=-31, 2-10=31 Concentrated Loads (Ib) Vert: 4=-243 8=-243 24=-491(F) 37) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 2-3=-9, 3-4=-10, 4-5=-41, 5-7=-41, 7-8=-40, 8-9=-23, 9-10=-25, 2-10=-29(F=-17) Horz: 2-3=123, 3-4=142, 4-5=1197, 7-8=1197, 8-9=142, 9-10=121 Drag: 5-7=31, 2-10=-31 Concentrated Loads (Ib) Vert: 4=-146 8=-146 24=-295(F) 38) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 2-3=-24, 3-4=-23, 4-5=-40, 5-7=-41, 7-8=-41, 8-9=-10, 9-10=-9, 2-10=-29(F=-17) Horz: 2-3=-123, 3-4=-142, 4-5=-1197, 7-8=-1197, 8-9=-142, 9-10=-121 Drag: 5-7=-31, 2-10=31 Concentrated Loads (Ib) Vert: 4=-146 8=-146 24=-295(F) 39) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-68, 4-8=-164, 8-10=-28, 2-10=-48(F=-28) Concentrated Loads (Ib) Vert: 4=-589 8=-589 24=-900(F) 40) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-28, 4-8=-164, 8-10=-68, 2-10=-48(F=-28) Concentrated Loads (Ib) Vert: 4=-589 8=-589 24=-900(F) 41) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-58, 4-8=-140, 8-10=-28, 2-10=-48(F=-28) Concentrated Loads (Ib) Vert: 4=-503 8=-503 24=-798(F) 42) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-28, 4-8=-140, 8-10=-58, 2-10=-48(F=-28) Concentrated Loads (Ib) Vert: 4=-503 8=-503 24=-798(F) 43) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-8=-124, 8-10=-28, 2-10=-48(F=-28) Concentrated Loads (Ib) Vert: 4=-589 8=-589 21=-250 24=-491(F) 44) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-8=-124, 8-10=-28, 2-10=-48(F=-28) Concentrated Loads (Ib) Vert: 4=-589 8=-589 22=-250 24=-491(F) 45) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-8=-124, 8-10=-28, 2-10=-48(F=-28) Concentrated Loads (Ib) Vert: 4=-589 8=-589 23=-250 24=-491(F) 46) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-8=-124, 8-10=-28, 2-10=-48(F=-28) Concentrated Loads (Ib) Vert: 4=-589 8=-589 24=-491(F) 25=-250 47) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-8=-124, 8-10=-28, 2-10=-48(F=-28) Concentrated Loads (Ib) Vert: 4=-589 8=-589 24=-491(F) 26=-250 48) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-8=-124, 8-10=-28, 2-10=-48(F=-28) Concentrated Loads (Ib) Vert: 4=-589 8=-589 24=-491(F) 27=-250 49) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-8=-124, 8-10=-28, 2-10=-48(F=-28) Concentrated Loads (Ib) Vert: 4=-589 8=-589 24=-491(F) 28=-250 50) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 6 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 901 HIP GIRDER 1 3 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:48 2021 Page 6 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-wg6fsRCQE7XGs8QZ5KvJo?jgr24H12gGdTr4o0yI Id H LOAD CASE(S) Uniform Loads (plf) Vert: 1-4=-28, 4-8=-124, 8-10=-28, 2-10=-48(F=-28) Concentrated Loads (Ib) Vert: 4=-589 8=-589 24=-491(F) 29=-250 51) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-8=-124, 8-10=-28, 2-10=-48(F=-28) Concentrated Loads (Ib) Vert: 4=-589 8=-589 2=-250 24=-491(F) 52) 10th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-8=-124, 8-10=-28, 2-10=-48(F=-28) Concentrated Loads (Ib) Vert: 4=-589 8=-589 18=-250 24=-491(F) 53) 11th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-8=-124, 8-10=-28, 2-10=-48(F=-28) Concentrated Loads (Ib) Vert: 4=-589 8=-589 17=-250 24=-491(F) 54) 12th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-8=-124, 8-10=-28, 2-10=-48(F=-28) Concentrated Loads (Ib) Vert: 4=-589 8=-589 16=-250 24=-491(F) 55) 13th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-8=-124, 8-10=-28, 2-10=-48(F=-28) Concentrated Loads (Ib) Vert: 4=-589 8=-589 14=-250 24=-491(F) 56) 14th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-8=-124, 8-10=-28, 2-10=-48(F=-28) Concentrated Loads (Ib) Vert: 4=-589 8=-589 13=-250 24=-491(F) 57) 15th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-8=-124, 8-10=-28, 2-10=-48(F=-28) Concentrated Loads (Ib) Vert: 4=-589 8=-589 12=-250 24=-491(F) 58) 16th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-8=-124, 8-10=-28, 2-10=-48(F=-28) Concentrated Loads (Ib) Vert: 4=-589 8=-589 11=-250 24=-491(F) 59) 17th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-8=-124, 8-10=-28, 2-10=-48(F=-28) Concentrated Loads (Ib) Vert: 4=-589 8=-589 10=-250 24=-491(F) 60) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-4=20, 4-19=67, 8-19=52, 8-10=9, 2-10=-29(F=-17) Horz: 1-2=-47, 2-4=-32, 4-19=96, 5-19=81, 7-8=-81, 8-10=21 Concentrated Loads (Ib) Vert: 4=249 8=249 24=147(F) 61) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=9, 4-20=52, 8-20=67, 8-10=20, 2-10=-29(F=-17) Horz: 1-2=-16, 2-4=-21, 4-5=81, 7-8=-96, 8-10=32 Concentrated Loads (Ib) Vert: 4=249 8=249 24=147(F) 62) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-8=-110, 8-10=-18, 2-10=-48(F=-28) Horz: 1-2=-5, 2-4=1, 4-5=-42, 7-8=42, 8-10=10 Concentrated Loads (Ib) Vert: 4=-596 8=-596 24=-546(F) 63) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-4=-18, 4-8=-110, 8-10=-29, 2-10=-48(F=-28) Horz: 1-2=-16, 2-4=-10, 4-5=-42, 7-8=42, 8-10=-1 Concentrated Loads (Ib) Vert: 4=-596 8=-596 24=-546(F) 64) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-4=17, 4-8=58, 8-10=17, 2-10=-29(F=-17) Horz: 1-2=-44, 2-4=-29, 4-5=87, 7-8=-87, 8-10=29 Continued on page 7 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 B01 HIP GIRDER 1 3 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:48 2021 Page 7 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-wg6fsRCQE7XGs8QZ5KvJo?jgr24H12gGdTr4o0yI Id H LOAD CASE(S) Concentrated Loads (Ib) Vert: 4=249 8=249 24=55(F) 65) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-4=7, 4-8=47, 8-10=7, 2-10=-29(F=-17) Horz: 1-2=-34, 2-4=-19, 4-5=76, 7-8=-76, 8-10=19 Concentrated Loads (Ib) Vert: 4=249 8=249 24=-55(F) 66) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-8=-110, 8-10=-29, 2-10=-48(F=-28) Horz: 1-2=-5, 2-4=1, 4-5=-42, 7-8=42, 8-10=-1 Concentrated Loads (Ib) Vert: 4=-596 8=-596 24=-546(F) 67) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-8=-110, 8-10=-29, 2-10=-48(F=-28) Horz: 1-2=-5, 2-4=1, 4-5=-42, 7-8=42, 8-10=-1 Concentrated Loads (Ib) Vert: 4=-596 8=-596 24=-546(F) 68) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-8=-172, 8-10=-50, 2-10=-48(F=-28) Horz: 1-2=-3, 2-4=1, 4-5=-32, 7-8=32, 8-10=8 Concentrated Loads (Ib) Vert: 4=-768 8=-768 24=-839(F) 69) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-4=-50, 4-8=-172, 8-10=-59, 2-10=-48(F=-28) Horz: 1-2=-12, 2-4=-8, 4-5=-32, 7-8=32, 8-10=-1 Concentrated Loads (Ib) Vert: 4=-768 8=-768 24=-839(F) 70) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-8=-172, 8-10=-59, 2-10=-48(F=-28) Horz: 1-2=-3, 2-4=1, 4-5=-32, 7-8=32, 8-10=-1 Concentrated Loads (Ib) Vert: 4=-768 8=-768 24=-839(F) 71) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-8=-172, 8-10=-59, 2-10=-48(F=-28) Horz: 1-2=-3, 2-4=1, 4-5=-32, 7-8=32, 8-10=-1 Concentrated Loads (Ib) Vert: 4=-768 8=-768 24=-839(F) 72) Reversal: Dead + 0.6 MWFRS Wind Min. Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-4=-14, 4-8=-101, 8-10=-12, 2-10=-40(F=-28) Horz: 2-4=2, 4-5=-50, 7-8=50 Concentrated Loads (Ib) Vert: 4=-547 8=-547 24=-245(F) 73) Reversal: Dead + 0.6 MWFRS Wind Min. Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-12, 4-8=-101, 8-10=-14, 2-10=-40(F=-28) Horz: 4-5=-50, 7-8=50, 8-10=-2 Concentrated Loads (Ib) Vert: 4=-547 8=-547 24=-245(F) Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 B02 Hip 1 1 Job Reference (optional) -2-3-0 2-3-0 ri1 2 14 3x10 = 5-6-10 5-6-10 3.00 12 19 3x4 3 13 1.5x4 I 10-0-0 4-5-6 20 6x8 = 4 12 3x4 = 5-6-10 10-0-0 5-6-10 4-5-6 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:49 2021 Page 1 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-Osf13mD3?Rf7U H_mf2QYKDGpCSQPUSBPr7aeKgyl IdG 16-4-0 22-8-0 27-1-6 32-6-8 6-4-0 I 6-4-0 I 4-5-6 I 5-5-2 21 16-4-0 6-4-0 11 6x16 = 1 22 22-8-0 6-4-0 6x8 = 10 3x4 = 1 23 27-1-6 4-5-6 3x4 7 9 1.5x4 II 1 18 24 32-6-8 5-5-2 Scale = 1:57.8 Camber = 15/16 in 8 3x10 = 0 CO Plate Offsets (X,Y)-- [4:0-2-12,0-0-12], [6:0-2-12,0-0-12], [11:0-7-4,0-3-4] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CSI. TC 0.61 BC 0.75 WB 0.53 Matrix-S DEFL. in (loc) I/defl L/d Vert(LL) -0.38 11 >999 240 Vert(CT) -1.32 10-11 >291 180 Horz(CT) 0.30 8 n/a n/a PLATES GRIP MT20 220/195 Weight: 145 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1 &Btr G *Except* T2: 2x6 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 REACTIONS. (Ib/size) 8=1408/0-4-0 (min. 0-1-8), 2=1592/0-5-8 (min. 0-1-11) Max Horz 2=53(LC 8) Max Uplift8=-85(LC 9), 2=-171(LC 12) BRACING - TOP CHORD BOT CHORD FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-14=-4497/717, 3-14=-4489/734, 3-4=-4111/687, 4-15=-4940/842, 5-15=-4944/841, 5-16=-4944/842, 16-17=-4940/842, 6-17=-4940/842, 6-7=-4132/690, 7-18=-4539/750, 8-18=-4583/741 BOT CHORD 2-19=-681/4295, 13-19=-681/4295, 13-20=-681/4295, 12-20=-681/4295, 12-21=-600/3964, 11-21=-600/3964, 11-22=-596/3981, 10-22=-596/3981, 10-23=-693/4392, 9-23=-693/4392, 9-24=-693/4392, 8-24=-693/4392 WEBS 3-13=0/311, 3-12=-568/88, 4-12=0/414, 4-11=-184/1201, 5-11=-615/206, 6-11=-170/1188, 6-10=0/420, 7-10=-594/117, 7-9=0/319 Structural wood sheathing directly applied or 2-5-11 oc purlins, except 2-0-0 oc purlins (3-1-13 max.): 4-6. Rigid ceiling directly applied or 8-0-13 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-8-9, Interior(1) 0-8-9 to 10-0-0, Exterior(2R) 10-0-0 to 14-2-15, Interior(1) 14-2-15 to 22-8-0, Exterior(2R) 22-8-0 to 27-1-6, Interior(1) 27-1-6 to 32-4-8 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) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 Ib uplift at joint(s) 8 except (jt=Ib) 2=171. 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 250.0lb live 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. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 B02 Hip 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:50 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-s3DPH6Dhmkn_5RZyDIxntQp_ysleDvRZ4nKBsHyI Id F LOAD CASE(S) Uniform Loads (plf) Vert: 1-4=-68, 4-6=-68, 6-8=-68, 2-8=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-58, 4-6=-58, 6-8=-58, 2-8=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=52, 2-14=28, 4-14=23, 4-15=32, 6-15=23, 6-7=32, 7-8=23, 2-8=-12 Horz: 1-2=-64, 2-14=-40, 4-14=-35, 6-7=44, 7-8=35 Drag: 4-15=1, 5-15=1, 5-6=-1 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-3=23, 3-4=32, 4-16=23, 6-16=32, 6-18=23, 8-18=28, 2-8=-12 Horz: 1-2=-30, 2-3=-35, 3-4=-44, 6-18=35, 8-18=40 Drag: 4-5=1, 5-16=-1, 6-16=-1 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-19, 2-4=-42, 4-6=-42, 6-8=-42, 2-8=-20 Horz: 1-2=-9, 2-4=14, 6-8=-14 Drag: 4-5=-0, 5-6=0 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-4=-42, 4-6=-42, 6-8=-42, 2-8=-20 Horz: 1-2=9, 2-4=14, 6-8=-14 Drag: 4-5=-0, 5-6=0 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-4=20, 4-6=11, 6-8=9, 2-8=-12 Horz: 1-2=-47, 2-4=-32, 6-8=21 Drag: 4-5=0, 5-6=-0 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=9, 4-17=11, 6-17=26, 6-8=20, 2-8=-12 Horz: 1-2=-16, 2-4=-21, 6-8=32 Drag: 4-5=0, 5-17=-0, 6-17=-1 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-6=-29, 6-8=-18, 2-8=-20 Horz: 1-2=-5, 2-4=1, 6-8=10 Drag: 4-5=-0, 5-6=0 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-4=-18, 4-6=-29, 6-8=-29, 2-8=-20 Horz: 1-2=-16, 2-4=-10, 6-8=-1 Drag: 4-5=-0, 5-6=0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-4=17, 4-6=17, 6-8=17, 2-8=-12 Horz: 1-2=-44, 2-4=-29, 6-8=29 Drag: 4-5=0, 5-6=-0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-4=7, 4-6=7, 6-8=7, 2-8=-12 Horz: 1-2=-34, 2-4=-19, 6-8=19 Drag: 4-5=0, 5-6=-0 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-6=-29, 6-8=-29, 2-8=-20 Horz: 1-2=-5, 2-4=1, 6-8=-1 Drag: 4-5=-0, 5-6=0 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-6=-29, 6-8=-29, 2-8=-20 Horz: 1-2=-5, 2-4=1, 6-8=-1 Drag: 4-5=-0, 5-6=0 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-6=-59, 6-8=-50, 2-8=-20 Horz: 1-2=-3, 2-4=1, 6-8=8 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 B02 Hip 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:50 2021 Page 3 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-s3DPH6Dhmkn_5RZyDIxntQp_ysleDvRZ4nKBsHyI Id F LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-46, 2-4=-50, 4-6=-59, 6-8=-59, 2-8=-20 Horz: 1-2=-12, 2-4=-8, 6-8=-1 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-6=-59, 6-8=-59, 2-8=-20 Horz: 1-2=-3, 2-4=1, 6-8=-1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-6=-59, 6-8=-59, 2-8=-20 Horz: 1-2=-3, 2-4=1, 6-8=-1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=-28, 4-6=-28, 6-8=-28, 2-8=-12 Horz: 1-2=-16, 2-4=16, 6-8=-16 Drag: 4-5=-0, 5-6=0 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=4, 4-6=4, 6-8=4, 2-8=-12 Horz: 1-4=-16, 6-8=16 Drag: 4-5=0, 5-6=-0 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-68, 4-6=-68, 6-8=-28, 2-8=-20 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-68, 6-8=-68, 2-8=-20 25) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-58, 4-6=-58, 6-8=-28, 2-8=-20 26) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-58, 6-8=-58, 2-8=-20 27) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 19=-250 28) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 20=-250 29) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 21=-250 30) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 22=-250 31) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 23=-250 32) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 24=-250 33) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 2=-250 34) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 13=-250 35) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 12=-250 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 B02 Hip 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:50 2021 Page 4 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-s3DPH6Dhmkn_5RZyDIxntQp_ysleDvRZ4nKBsHyI Id F LOAD CASE(S) 36) 10th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 11=-250 37) 11th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 10=-250 38) 12th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 9=-250 39) 13th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 8=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 B03 Hip 1 1 Job Reference (optional) -2-3-0 2-3-0 3x10 = 6-6-10 6-6-10 3.00 12 19 13 1.5x4 1 6-6-10 6-6-10 12-0-0 5-5-6 20 12-0-0 5-5-6 4x5 = 12 3x10 = Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:51 2021 Page 1 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-KFnoUSEJX2vrjb88nTT0PeL5iG3WyNxiJ R3kOjyl IdE 16-4-0 20-8-0 26-1-6 32-6-8 4-4-0 I 4-4-0 5-5-6 6-5-2 3x4 = 4x5 = 21 11 10 5x8 WB= 3x10 = 20-8-0 8-8-0 22 26-1-6 5-5-6 17 3x4 7 9 1.5x4 II 18 Scale = 1:57.8 Camber = 1-1/16 in 8 23 3x10 = 32-6-8 6-5-2 Plate Offsets (X,Y)-- [4:0-2-4,0-2-0], [6:0-2-4,0-2-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CSI. TC 0.87 BC 0.84 WB 0.45 Matrix-S DEFL. in (loc) I/defl Vert(LL)-0.4310-12 >893 Vert(CT)-1.5010-12 >258 Horz(CT) 0.30 8 n/a L/d 240 180 n/a PLATES GRIP MT20 220/195 Weight: 135 Ib FT = 20% LUMBER - TOP CHORD 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 OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G REACTIONS. (Ib/size) 8=1408/0-4-0 (min. 0-1-8), 2=1592/0-5-8 (min. 0-1-11) Max Horz 2=59(LC 8) Max Uplift8=-83(LC 12), 2=-171(LC 12) BRACING - TOP CHORD BOT CHORD FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-14=-4480/723, 3-14=-4472/742, 3-15=-3737/621, 4-15=-3692/635, 4-5=-3564/634, 5-16=-3572/623, 6-16=-3569/624, 6-17=-3701/630, 7-17=-3749/616, 7-18=-4503/751, 8-18=-4544/740 BOT CHORD 2-19=-685/4278, 13-19=-685/4278, 13-20=-685/4278, 12-20=-685/4278, 12-21=-633/3876, 11-21=-633/3876, 10-11=-633/3876, 10-22=-689/4355, 9-22=-689/4355, 9-23=-689/4355, 8-23=-689/4355 WEBS 3-13=0/336, 3-12=-798/163, 4-12=-28/590, 5-12=-530/147, 5-10=-522/139, 6-10=-33/601, 7-10=-820/189, 7-9=0/343 Structural wood sheathing directly applied or 2-1-0 oc purlins, except 2-0-0 oc purlins (3-4-5 max.): 4-6. Rigid ceiling directly applied or 8-0-6 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-8-9, Interior(1) 0-8-9 to 12-0-0, Exterior(2R) 12-0-0 to 16-4-0, Interior(1) 16-4-0 to 20-8-0, Exterior(2R) 20-8-0 to 24-10-15, Interior(1) 24-10-15 to 32-4-8 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) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 Ib uplift at joint(s) 8 except (jt=Ib) 2=171. 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 250.0lb live 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. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 B03 Hip 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:52 2021 Page 2 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-pRLAioFxIM1 iLIjLKA_FyruGSfPlhpBsY5pIx9yIIdD LOAD CASE(S) Uniform Loads (plf) Vert: 1-4=-68, 4-6=-68, 6-8=-68, 2-8=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-58, 4-6=-58, 6-8=-58, 2-8=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=52, 2-14=28, 4-14=23, 4-5=32, 5-6=23, 6-17=32, 8-17=23, 2-8=-12 Horz: 1-2=-64, 2-14=-40, 4-14=-35, 6-17=44, 8-17=35 Drag: 4-5=1, 5-6=-1 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-15=23, 4-15=32, 4-5=23, 5-6=32, 6-18=23, 8-18=28, 2-8=-12 Horz: 1-2=-30, 2-15=-35, 4-15=-44, 6-18=35, 8-18=40 Drag: 4-5=1, 5-6=-1 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-19, 2-4=-42, 4-6=-42, 6-8=-42, 2-8=-20 Horz: 1-2=-9, 2-4=14, 6-8=-14 Drag: 4-5=-0, 5-6=0 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-4=-42, 4-6=-42, 6-8=-42, 2-8=-20 Horz: 1-2=9, 2-4=14, 6-8=-14 Drag: 4-5=-0, 5-6=0 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-4=20, 4-6=11, 6-8=9, 2-8=-12 Horz: 1-2=-47, 2-4=-32, 6-8=21 Drag: 4-5=0, 5-6=-0 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=9, 4-16=11, 6-16=26, 6-8=20, 2-8=-12 Horz: 1-2=-16, 2-4=-21, 6-8=32 Drag: 4-5=0, 5-16=-0, 6-16=-1 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-6=-29, 6-8=-18, 2-8=-20 Horz: 1-2=-5, 2-4=1, 6-8=10 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-4=-18, 4-6=-29, 6-8=-29, 2-8=-20 Horz: 1-2=-16, 2-4=-10, 6-8=-1 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-4=17, 4-6=17, 6-8=17, 2-8=-12 Horz: 1-2=-44, 2-4=-29, 6-8=29 Drag: 4-5=0, 5-6=-0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-4=7, 4-6=7, 6-8=7, 2-8=-12 Horz: 1-2=-34, 2-4=-19, 6-8=19 Drag: 4-5=0, 5-6=-0 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-6=-29, 6-8=-29, 2-8=-20 Horz: 1-2=-5, 2-4=1, 6-8=-1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-6=-29, 6-8=-29, 2-8=-20 Horz: 1-2=-5, 2-4=1, 6-8=-1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-6=-59, 6-8=-50, 2-8=-20 Horz: 1-2=-3, 2-4=1, 6-8=8 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-4=-50, 4-6=-59, 6-8=-59, 2-8=-20 Horz: 1-2=-12, 2-4=-8, 6-8=-1 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 B03 Hip 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:52 2021 Page 3 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-pRLAioFxIM1 iLIjLKA_FyruGSfPlhpBsY5pIx9yIIdD LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-6=-59, 6-8=-59, 2-8=-20 Horz: 1-2=-3, 2-4=1, 6-8=-1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-6=-59, 6-8=-59, 2-8=-20 Horz: 1-2=-3, 2-4=1, 6-8=-1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=-28, 4-6=-28, 6-8=-28, 2-8=-12 Horz: 1-2=-16, 2-4=16, 6-8=-16 Drag: 4-5=-0, 5-6=0 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=4, 4-6=4, 6-8=4, 2-8=-12 Horz: 1-4=-16, 6-8=16 Drag: 4-5=0, 5-6=-0 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-68, 4-6=-68, 6-8=-28, 2-8=-20 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-68, 6-8=-68, 2-8=-20 25) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-58, 4-6=-58, 6-8=-28, 2-8=-20 26) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-58, 6-8=-58, 2-8=-20 27) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 19=-250 28) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 20=-250 29) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 21=-250 30) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 22=-250 31) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 23=-250 32) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 2=-250 33) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 13=-250 34) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 12=-250 35) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 10=-250 36) 10th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 B03 Hip 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:52 2021 Page 4 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-pRLAioFxIM1 iLIjLKA_FyruGSfPlhpBsY5pIx9yIIdD LOAD CASE(S) Concentrated Loads (Ib) Vert: 9=-250 37) 11th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 6-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 8=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 B04 Hip 1 1 Job Reference (optional) -2-3-0 2-3-0 0 i1 7-6-10 7-6-10 3.00 12 2 13 3x4 % 14 3 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:53 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-HevYv8GZ3f9ZyvIXuuVUV3RSL3mTQAz?mlYrTcyl IdC 14-0-0 18-8-0 25-1-6 32-6-8 6-5-6 4-8-0 I 6-5-6 7-5-2 5x6 = 415 r� T2 4x5 = 516 W3 17 3x4 6 18 Scale = 1:57.8 Camber = 13/16 in 7 3x10 = 19 12 20 11 10 21 9 22 8 23 3x10 = 1.5x4 II 3x4 = 3x10 = 1.5x4 II 7-6-10 7-6-10 14-0-0 6-5-6 4x6 = 18-8-0 4-8-0 25-1-6 6-5-6 32-6-8 7-5-2 I� 0 CO Plate Offsets (X,Y)-- [4:0-2-12,0-1-12], [5:0-2-0,0-2-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CSI. TC 0.79 BC 0.80 WB 0.86 Matrix-S DEFL. in (loc) I/defl L/d Vert(LL)-0.3211-12 >999 240 Vert(CT) -1.10 11-12 >349 180 Horz(CT) 0.29 7 n/a n/a PLATES GRIP MT20 220/195 Weight: 133 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G *Except* T3: 2x4 DF 2400F 2.0E 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 REACTIONS. (Ib/size) 7=1408/0-4-0 (min. 0-1-8), 2=1592/0-5-8 (min. 0-1-11) Max Horz 2=64(LC 8) Max Uplift7=-83(LC 12), 2=-171(LC 12) BRACING - TOP CHORD BOT CHORD FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-13=-4440/711, 3-13=-4432/733, 3-14=-3387/603, 4-14=-3330/619, 4-15=-3224/609, 15-16=-3224/609, 5-16=-3224/609, 5-17=-3334/606, 6-17=-3392/590, 6-18=-4442/737, 7-18=-4484/724 BOT CHORD 2-19=-671/4236, 12-19=-671/4236, 12-20=-671/4236, 11-20=-671/4236, 10-11=-499/3220, 10-21=-499/3220, 9-21=-499/3220, 9-22=-671/4295, 8-22=-671/4295, 8-23=-671/4295, 7-23=-671/4295 WEBS 3-12=0/387, 3-11=-1067/180, 4-11=0/520, 5-9=-5/460, 6-9=-1126/203, 6-8=0/392 Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (3-6-6 max.): 4-5. Rigid ceiling directly applied or 8-1-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-8-9, Interior(1) 0-8-9 to 14-0-0, Exterior(2R) 14-0-0 to 18-2-15, Interior(1) 18-2-15 to 18-8-0, Exterior(2R) 18-8-0 to 22-10-15, Interior(1) 22-10-15 to 32-4-8 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) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 Ib uplift at joint(s) 7 except (jt=Ib) 2=171. 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 250.0lb live 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. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-68, 4-5=-68, 5-7=-68, 2-7=-20 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 B04 Hip 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:54 2021 Page 2 ID 2ar?8W2eFUCWR?TpXo8wrzylz6Y-IgTw6UHBgzHPa3tjSb0j1 Gzd5T6i9dD8?PIO?2y1IdB LOAD CASE(S) 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-58, 4-5=-58, 5-7=-58, 2-7=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 5-7=-28, 2-7=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=52, 2-13=28, 4-13=23, 4-16=32, 5-16=23, 5-17=32, 7-17=23, 2-7=-12 Horz: 1-2=-64, 2-13=-40, 4-13=-35, 5-17=44, 7-17=35 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-14=23, 4-14=32, 4-15=23, 5-15=32, 5-18=23, 7-18=28, 2-7=-12 Horz: 1-2=-30, 2-14=-35, 4-14=-44, 5-18=35, 7-18=40 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-19, 2-4=-42, 4-5=-42, 5-7=-42, 2-7=-20 Horz: 1-2=-9, 2-4=14, 5-7=-14 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-4=-42, 4-5=-42, 5-7=-42, 2-7=-20 Horz: 1-2=9, 2-4=14, 5-7=-14 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-4=20, 4-5=11, 5-7=9, 2-7=-12 Horz: 1-2=-47, 2-4=-32, 5-7=21 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=9, 4-5=11, 5-7=20, 2-7=-12 Horz: 1-2=-16, 2-4=-21, 5-7=32 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-5=-29, 5-7=-18, 2-7=-20 Horz: 1-2=-5, 2-4=1, 5-7=10 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-4=-18, 4-5=-29, 5-7=-29, 2-7=-20 Horz: 1-2=-16, 2-4=-10, 5-7=-1 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-4=17, 4-5=17, 5-7=17, 2-7=-12 Horz: 1-2=-44, 2-4=-29, 5-7=29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-4=7, 4-5=7, 5-7=7, 2-7=-12 Horz: 1-2=-34, 2-4=-19, 5-7=19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-5=-29, 5-7=-29, 2-7=-20 Horz: 1-2=-5, 2-4=1, 5-7=-1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-5=-29, 5-7=-29, 2-7=-20 Horz: 1-2=-5, 2-4=1, 5-7=-1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 5-7=-28, 2-7=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-5=-59, 5-7=-50, 2-7=-20 Horz: 1-2=-3, 2-4=1, 5-7=8 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-4=-50, 4-5=-59, 5-7=-59, 2-7=-20 Horz: 1-2=-12, 2-4=-8, 5-7=-1 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-5=-59, 5-7=-59, 2-7=-20 Horz: 1-2=-3, 2-4=1, 5-7=-1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-5=-59, 5-7=-59, 2-7=-20 Horz: 1-2=-3, 2-4=1, 5-7=-1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=-28, 4-5=-28, 5-7=-28, 2-7=-12 Horz: 1-2=-16, 2-4=16, 5-7=-16 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 B04 Hip 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:54 2021 Page 3 ID 2ar?8W2eFUCWR?TpXo8wrzylz6Y-IgTw6UHBgzHPa3tjSb0j1 Gzd5T6i9dD8?PIO?2yl IdB LOAD CASE(S) 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=4, 4-5=4, 5-7=4, 2-7=-12 Horz: 1-4=-16, 5-7=16 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-68, 4-5=-68, 5-7=-28, 2-7=-20 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-68, 5-7=-68, 2-7=-20 25) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-58, 4-5=-58, 5-7=-28, 2-7=-20 26) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-58, 5-7=-58, 2-7=-20 27) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 5-7=-28, 2-7=-20 Concentrated Loads (Ib) Vert: 19=-250 28) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 5-7=-28, 2-7=-20 Concentrated Loads (Ib) Vert: 20=-250 29) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 5-7=-28, 2-7=-20 Concentrated Loads (Ib) Vert: 21=-250 30) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 5-7=-28, 2-7=-20 Concentrated Loads (Ib) Vert: 22=-250 31) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 5-7=-28, 2-7=-20 Concentrated Loads (Ib) Vert: 23=-250 32) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 5-7=-28, 2-7=-20 Concentrated Loads (Ib) Vert: 2=-250 33) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 5-7=-28, 2-7=-20 Concentrated Loads (Ib) Vert: 12=-250 34) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 5-7=-28, 2-7=-20 Concentrated Loads (Ib) Vert: 11=-250 35) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 5-7=-28, 2-7=-20 Concentrated Loads (Ib) Vert: 9=-250 36) 10th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 5-7=-28, 2-7=-20 Concentrated Loads (Ib) Vert: 8=-250 37) 11th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 5-7=-28, 2-7=-20 Concentrated Loads (Ib) Vert: 7=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 B05 Hip 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:55 2021 Page 1 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-D01 I Kq HpaHQGCCSwOJXyaU WpItTj u7pl E21 yYUyI IdA -2-3-0 2-3-0 ;Ty 2 16 3x10 = 6-0-13 6-0-13 3.00 12 3x4 3 11-0-7 4-11-9 16-0-0 4-11-9 1 -870 21-7-9 8-0 4-11-9 4x5 = 5x8 = 3x4 4 17 1.5x4 11 18 7 20 15 21 14 22 13 23 12 11 1.5x4 11 3x4 = 3x10 = 4x6 — 3x10 = 6-0-13 11-0-7 6-0-13 4-11-9 16-8-0 5-7-9 21-7-9 4-11-9 26-7-3 32-6-8 4-11-9 5-11-5 3x4 8 19 24 10 25 1.5x4 11 26-7-3 4-11-9 32-6-8 5-11-5 Scale = 1:57.8 Camber = 13/16 in 9 3x10 = Iy 0 Plate Offsets (X,Y)-- [5:0-2-8,Edge], [6:0-2-4,0-2-0], [11:0-4-0,0-1-8] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.74 BC 0.75 WB 0.65 Matrix-S DEFL. in (loc) I/defl Vert(LL) -0.32 13 >999 Vert(CT)-1.1213-14 >344 Horz(CT) 0.28 9 n/a L/d 240 180 n/a PLATES GRIP MT20 220/195 Weight: 145 Ib FT = 20% LUMBER - TOP CHORD 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 REACTIONS. (Ib/size) 9=1408/0-4-0 (min. 0-1-8), 2=1592/0-5-8 (min. 0-1-11) Max Horz 2=70(LC 8) Max Uplift9=-83(LC 9), 2=-176(LC 8) BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 2-2-1 oc purlins, except 2-0-0 oc purlins (3-10-5 max.): 5-6. Rigid ceiling directly applied or 8-6-8 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-16=-4492/633, 3-16=-4483/651, 3-4=-3806/612, 4-17=-2924/492, 5-17=-2882/504, 5-6=-2869/511, 6-18=-3766/644, 7-18=-3808/631, 7-8=-3816/602, 8-19=-4524/678, 9-19=-4567/668 BOT CHORD 2-20=-597/4289, 15-20=-597/4289, 15-21=-597/4289, 14-21=-597/4289, 14-22=-517/3656, 13-22=-517/3656, 13-23=-367/2867, 12-23=-367/2867, 11-12=-367/2867, 11-24=-618/4376, 10-24=-618/4376, 10-25=-618/4376, 9-25=-618/4376 WEBS 3-15=0/340, 3-14=-792/84, 4-14=0/462, 4-13=-976/170, 5-13=-67/480, 6-13=-137/272, 6-11=-192/1041, 7-11=-316/142, 8-11=-821/127, 8-10=0/349 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-8-9, Interior(1) 0-8-9 to 16-0-0, Exterior(2E) 16-0-0 to 16-8-0, Exterior(2R) 16-8-0 to 20-10-15, Interior(1) 20-10-15 to 32-4-8 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) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 Ib uplift at joint(s) 9 except (jt=Ib) 2=176. 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 250.0lb live 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. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 B05 Hip 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:56 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-hDbgXAISLaY7pM 16Z02B6h3_VHoyda3RSinV4wyl Id9 LOAD CASE(S) Uniform Loads (plf) Vert: 1-5=-68, 5-6=-68, 6-9=-68, 2-9=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-58, 5-6=-58, 6-9=-58, 2-9=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-28, 5-6=-28, 6-9=-28, 2-9=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=52, 2-16=28, 5-16=23, 5-6=28, 6-18=32, 9-18=23, 2-9=-12 Horz: 1-2=-64, 2-16=-40, 5-16=-35, 6-18=44, 9-18=35 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-17=23, 5-17=32, 5-6=32, 6-19=23, 9-19=28, 2-9=-12 Horz: 1-2=-30, 2-17=-35, 5-17=-44, 6-19=35, 9-19=40 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-19, 2-5=-42, 5-6=-42, 6-9=-42, 2-9=-20 Horz: 1-2=-9, 2-5=14, 6-9=-14 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-5=-42, 5-6=-42, 6-9=-42, 2-9=-20 Horz: 1-2=9, 2-5=14, 6-9=-14 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-5=20, 5-6=11, 6-9=9, 2-9=-12 Horz: 1-2=-47, 2-5=-32, 6-9=21 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=9, 5-6=11, 6-9=20, 2-9=-12 Horz: 1-2=-16, 2-5=-21, 6-9=32 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-5=-29, 5-6=-29, 6-9=-18, 2-9=-20 Horz: 1-2=-5, 2-5=1, 6-9=10 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-5=-18, 5-6=-29, 6-9=-29, 2-9=-20 Horz: 1-2=-16, 2-5=-10, 6-9=-1 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-5=17, 5-6=17, 6-9=17, 2-9=-12 Horz: 1-2=-44, 2-5=-29, 6-9=29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-5=7, 5-6=7, 6-9=7, 2-9=-12 Horz: 1-2=-34, 2-5=-19, 6-9=19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-5=-29, 5-6=-29, 6-9=-29, 2-9=-20 Horz: 1-2=-5, 2-5=1, 6-9=-1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-5=-29, 5-6=-29, 6-9=-29, 2-9=-20 Horz: 1-2=-5, 2-5=1, 6-9=-1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-5=-28, 5-6=-28, 6-9=-28, 2-9=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-5=-59, 5-6=-59, 6-9=-50, 2-9=-20 Horz: 1-2=-3, 2-5=1, 6-9=8 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-5=-50, 5-6=-59, 6-9=-59, 2-9=-20 Horz: 1-2=-12, 2-5=-8, 6-9=-1 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-5=-59, 5-6=-59, 6-9=-59, 2-9=-20 Horz: 1-2=-3, 2-5=1, 6-9=-1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-5=-59, 5-6=-59, 6-9=-59, 2-9=-20 Horz: 1-2=-3, 2-5=1, 6-9=-1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 B05 Hip 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:56 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-hDbgXAISLaY7pM 16Z02B6h3_VHoyda3RSinV4wyl Id9 LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=4, 2-5=-28, 5-6=-28, 6-9=-28, 2-9=-12 Horz: 1-2=-16, 2-5=16, 6-9=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=4, 5-6=4, 6-9=4, 2-9=-12 Horz: 1-5=-16, 6-9=16 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-68, 5-6=-68, 6-9=-28, 2-9=-20 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-28, 5-6=-68, 6-9=-68, 2-9=-20 25) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-58, 5-6=-58, 6-9=-28, 2-9=-20 26) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-28, 5-6=-58, 6-9=-58, 2-9=-20 27) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-6=-28, 6-9=-28, 2-9=-20 Concentrated Loads (Ib) Vert: 20=-250 28) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-6=-28, 6-9=-28, 2-9=-20 Concentrated Loads (Ib) Vert: 21=-250 29) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-6=-28, 6-9=-28, 2-9=-20 Concentrated Loads (Ib) Vert: 22=-250 30) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-6=-28, 6-9=-28, 2-9=-20 Concentrated Loads (Ib) Vert: 23=-250 31) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-6=-28, 6-9=-28, 2-9=-20 Concentrated Loads (Ib) Vert: 24=-250 32) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-6=-28, 6-9=-28, 2-9=-20 Concentrated Loads (Ib) Vert: 25=-250 33) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-6=-28, 6-9=-28, 2-9=-20 Concentrated Loads (Ib) Vert: 2=-250 34) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-6=-28, 6-9=-28, 2-9=-20 Concentrated Loads (Ib) Vert: 15=-250 35) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-6=-28, 6-9=-28, 2-9=-20 Concentrated Loads (Ib) Vert: 14=-250 36) 10th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-6=-28, 6-9=-28, 2-9=-20 Concentrated Loads (Ib) Vert: 13=-250 37) 11th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-6=-28, 6-9=-28, 2-9=-20 Concentrated Loads (Ib) Vert: 11=-250 38) 12th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-6=-28, 6-9=-28, 2-9=-20 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 B05 Hip 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:56 2021 Page 4 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-hDbgXAISLaY7pM 16Z02B6h3_VHoyda3RSinV4wyl Id9 LOAD CASE(S) Concentrated Loads (Ib) Vert: 10=-250 39) 13th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-6=-28, 6-9=-28, 2-9=-20 Concentrated Loads (Ib) Vert: 9=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 B06 Common 2 1 Job Reference (optional) -2-3-0 2-3-0 6-2-3 6-2-3 2 13 3.00 12 1.5x4 3 11-3-1 5-0-15 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:57 2021 Page 1 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-9P831VJ46ug_RWc17jaQfvb9Xg5pM26bhM W3cNyl Id8 16-4-0 21-4-15 26-5-13 32-6-8 5-0-15 I 5-0-15 5-0-15 I 6-0-11 3x4 % 14 4 4x5 = 5 15 3x4 6 B2 1.5x4 % 7 16 Scale = 1:56.0 Camber = 13/16 in 8 1 8-8-10 3x10 = 17 12 8-8-10 3x4 = 18 11 10 16-4-0 5x8 WB= 3x10 = 19 9 20 23-11-6 3x4 = 32-6-8 3x10 = 7-7-6 7-7-6 8-7-2 Ia 0 Plate Offsets (X,Y)-- [5:0-2-8,0-2-4] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CSI. TC 0.72 BC 0.91 WB 0.60 Matrix-S DEFL. in (loc) I/defl Vert(LL) -0.40 8-9 >970 Vert(CT) -1.1711-12 >330 Horz(CT) 0.28 8 n/a L/d 240 180 n/a PLATES GRIP MT20 220/195 Weight: 135 Ib FT = 20% LUMBER - TOP CHORD 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 OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G REACTIONS. (Ib/size) 8=1408/0-4-0 (min. 0-1-8), 2=1592/0-5-8 (min. 0-1-11) Max Horz 2=72(LC 8) Max Uplift8=-84(LC 9), 2=-177(LC 8) BRACING - TOP CHORD BOT CHORD FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-13=-4472/643, 3-13=-4463/661, 3-4=-4076/555, 4-14=-2913/456, 5-14=-2868/464, 5-15=-2868/469, 6-15=-2913/460, 6-7=-4118/571, 7-16=-4490/697, 8-16=-4533/688 BOT CHORD 2-17=-604/4271, 12-17=-604/4271, 12-18=-482/3593, 11-18=-482/3593, 10-11=-476/3607, 10-19=-476/3607, 9-19=-476/3607, 9-20=-636/4345, 8-20=-636/4345 WEBS 5-11=-96/1071, 6-11=-965/191, 6-9=0/662, 7-9=-466/195, 4-11=-949/186, 4-12=0/650, 3-12=-423/167 Structural wood sheathing directly applied or 2-2-12 oc purlins. Rigid ceiling directly applied or 8-4-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-8-9, Interior(1) 0-8-9 to 16-4-0, Exterior(2R) 16-4-0 to 19-4-0, Interior(1) 19-4-0 to 32-4-8 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) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) 8 except (jt=lb) 2=177. 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 250.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-68, 5-8=-68, 2-8=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-58, 5-8=-58, 2-8=-20 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 B06 Common 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:57 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-9P831VJ46ug_RWcI7jaQfvb9Xg5pM26bhM W3cNyl Id8 LOAD CASE(S) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 2-8=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=52, 2-13=28, 5-13=23, 5-15=32, 8-15=23, 2-8=-12 Horz: 1-2=-64, 2-13=-40, 5-13=-35, 5-15=44, 8-15=35 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-14=23, 5-14=32, 5-16=23, 8-16=28, 2-8=-12 Horz: 1-2=-30, 2-14=-35, 5-14=-44, 5-16=35, 8-16=40 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-19, 2-5=-42, 5-8=-42, 2-8=-20 Horz: 1-2=-9, 2-5=14, 5-8=-14 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-5=-42, 5-8=-42, 2-8=-20 Horz: 1-2=9, 2-5=14, 5-8=-14 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-5=20, 5-8=9, 2-8=-12 Horz: 1-2=-47, 2-5=-32, 5-8=21 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=9, 5-8=20, 2-8=-12 Horz: 1-2=-16, 2-5=-21, 5-8=32 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-5=-29, 5-8=-18, 2-8=-20 Horz: 1-2=-5, 2-5=1, 5-8=10 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-5=-18, 5-8=-29, 2-8=-20 Horz: 1-2=-16, 2-5=-10, 5-8=-1 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-5=17, 5-8=17, 2-8=-12 Horz: 1-2=-44, 2-5=-29, 5-8=29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-5=7, 5-8=7, 2-8=-12 Horz: 1-2=-34, 2-5=-19, 5-8=19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-5=-29, 5-8=-29, 2-8=-20 Horz: 1-2=-5, 2-5=1, 5-8=-1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-5=-29, 5-8=-29, 2-8=-20 Horz: 1-2=-5, 2-5=1, 5-8=-1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 2-8=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-5=-59, 5-8=-50, 2-8=-20 Horz: 1-2=-3, 2-5=1, 5-8=8 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-5=-50, 5-8=-59, 2-8=-20 Horz: 1-2=-12, 2-5=-8, 5-8=-1 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-5=-59, 5-8=-59, 2-8=-20 Horz: 1-2=-3, 2-5=1, 5-8=-1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-5=-59, 5-8=-59, 2-8=-20 Horz: 1-2=-3, 2-5=1, 5-8=-1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=-28, 5-8=-28, 2-8=-12 Horz: 1-2=-16, 2-5=16, 5-8=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 B06 Common 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:57 2021 Page 3 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-9P831VJ46ug_RWcI7jaQfvb9Xg5pM26bhM W3cNyl Id8 LOAD CASE(S) Uniform Loads (plf) Vert: 1-5=4, 5-8=4, 2-8=-12 Horz: 1-5=-16, 5-8=16 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-68, 5-8=-28, 2-8=-20 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-68, 2-8=-20 25) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-58, 5-8=-28, 2-8=-20 26) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-58, 2-8=-20 27) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 17=-250 28) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 18=-250 29) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 19=-250 30) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 20=-250 31) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 2=-250 32) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 12=-250 33) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 11=-250 34) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 9=-250 35) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 8=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 B07 Monopitch Supported Gable 1 1 Job Reference (optional) -2-3-0 2-3-0 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:59 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-5oGpABKKeVwigglhF8cukKgadUm6gvZu9g?9h Fyl Id6 6-6-0 12-1-8 14-0-8 6-6-0 5-7-8 I 1-11-0 Scale = 1:26.7 2x6 II 5 3x6 = 10 6-6-0 2x6 1I 11 12-1-8 8 5x6 = 14-0-8 6-6-0 5-7-8 1-11-0 0 9 9 Plate Offsets (X,Y)-- [2:0-4-6,Edge], [8:0-3-0,0-3-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.36 BC 0.98 WB 0.79 Matrix-S DEFL. in (loc) I/defl L/d Vert(LL) 0.00 1 n/r 120 Vert(CT) 0.04 1 n/r 120 Horz(CT) -0.01 6 n/a n/a PLATES GRIP MT20 220/195 Weight: 57 Ib FT = 20% LUMBER - TOP CHORD 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 *Except* B2: 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 4-7-12 oc purlins, except end verticals. Rigid ceiling directly applied or 4-11-13 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 14-0-8. (Ib) - Max Horz 2=111(LC 27) Max Uplift All uplift 100 Ib or less at joint(s) 7 except 6=-136(LC 30), 2=-558(LC 27), 9=-748(LC 27), 8=-619(LC 28) Max Gray All reactions 250 Ib or less at joint(s) except 6=278(LC 53), 2=652(LC 44), 7=297(LC 1), 9=1052(LC 32), 8=680(LC 39) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1959/1847, 3-4=-1580/1503, 4-5=-465/446 BOT CHORD 2-10=-1828/1769, 9-10=-974/990, 9-11=-162/481, 8-11=-1296/1133, 4-7=-358/390, 7-12=-411 /417 WEBS 3-9=-1005/1015, 3-8=-1376/1413 NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -2-3-7 to 0-8-9, Exterior(2N) 0-8-9 to 13-10-11 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) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 7 except (jt=Ib) 6=136, 2=558, 9=748, 8=619. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6. 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 250.0Ib live 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 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 14-0-8 for 250.0 plf. LOAD CASE(S) Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 B07 Monopitch Supported Gable 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:59 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-5oGpABKKeVwigglhF8cukKgadUm6gvZu9g?9h Fyl Id6 LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-68, 2-8=-20, 6-7=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-58, 2-8=-20, 6-7=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-28, 2-8=-40, 6-7=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=65, 2-5=48, 2-8=-12, 6-7=-12 Horz: 1-2=-77, 2-5=-60, 5-6=39 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=43, 2-5=48, 2-8=-12, 6-7=-12 Horz: 1-2=-55, 2-5=-60, 5-6=-20 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-17, 2-5=-45, 2-8=-20, 6-7=-20 Horz: 1-2=-11, 2-5=17, 5-6=-31 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-39, 2-5=-45, 2-8=-20, 6-7=-20 Horz: 1-2=11, 2-5=17, 5-6=28 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-5=20, 2-8=-12, 6-7=-12 Horz: 1-2=-47, 2-5=-32, 5-6=18 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=9, 2-8=-12, 6-7=-12 Horz: 1-2=-16, 2-5=-21, 5-6=-15 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-5=-29, 2-8=-20, 6-7=-20 Horz: 1-2=-5, 2-5=1, 5-6=7 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-5=-18, 2-8=-20, 6-7=-20 Horz: 1-2=-16, 2-5=-10, 5-6=-26 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-5=17, 2-8=-12, 6-7=-12 Horz: 1-2=-44, 2-5=-29, 5-6=23 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-5=7, 2-8=-12, 6-7=-12 Horz: 1-2=-34, 2-5=-19, 5-6=23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-5=-29, 2-8=-20, 6-7=-20 Horz: 1-2=-5, 2-5=1, 5-6=12 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-5=-29, 2-8=-20, 6-7=-20 Horz: 1-2=-5, 2-5=1, 5-6=12 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-5=-28, 2-8=-20, 6-7=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-5=-59, 2-8=-20, 6-7=-20 Horz: 1-2=-3, 2-5=1, 5-6=5 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-5=-50, 2-8=-20, 6-7=-20 Horz: 1-2=-12, 2-5=-8, 5-6=-19 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-5=-59, 2-8=-20, 6-7=-20 Horz: 1-2=-3, 2-5=1, 5-6=9 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-5=-59, 2-8=-20, 6-7=-20 Horz: 1-2=-3, 2-5=1, 5-6=9 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 B07 Monopitch Supported Gable 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:59 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-5oGpABKKeVwigglhF8cukKgadUm6gvZu9g?9h Fyl Id6 LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=4, 2-5=-28, 2-8=-12, 6-7=-12 Horz: 1-2=-16, 2-5=16, 5-6=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=4, 2-8=-12, 6-7=-12 Horz: 1-5=-16, 5-6=16 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=43, 2-3=112, 3-5=111, 2-8=-12, 6-7=-12 Horz: 1-2=-55, 2-3=925, 3-5=940, 5-6=-20 Drag: 2-8=-250, 7-8=-250, 6-7=-250 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=43, 2-3=-15, 3-5=-14, 2-8=-12, 6-7=-12 Horz: 1-2=-55, 2-3=-1045, 3-5=-1060, 5-6=-20 Drag: 2-8=250, 7-8=250, 6-7=250 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-39, 2-3=19, 3-5=18, 2-8=-20, 6-7=-20 Horz: 1-2=11, 2-3=1001, 3-5=1017, 5-6=28 Drag: 2-8=-250, 7-8=-250, 6-7=-250 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-39, 2-3=-108, 3-5=-107, 2-8=-20, 6-7=-20 Horz: 1-2=11, 2-3=-968, 3-5=-983, 5-6=28 Drag: 2-8=250, 7-8=250, 6-7=250 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=35, 2-3=84, 3-5=83, 2-8=-12, 6-7=-12 Horz: 1-2=-47, 2-3=952, 3-5=968, 5-6=18 Drag: 2-8=-250, 7-8=-250, 6-7=-250 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=35, 2-3=-43, 3-5=-42, 2-8=-12, 6-7=-12 Horz: 1-2=-47, 2-3=-1017, 3-5=-1032, 5-6=18 Drag: 2-8=250, 7-8=250, 6-7=250 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=4, 2-3=73, 3-5=72, 2-8=-12, 6-7=-12 Horz: 1-2=-16, 2-3=964, 3-5=979, 5-6=-15 Drag: 2-8=-250, 7-8=-250, 6-7=-250 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=4, 2-3=-54, 3-5=-53, 2-8=-12, 6-7=-12 Horz: 1-2=-16, 2-3=-1006, 3-5=-1021, 5-6=-15 Drag: 2-8=250, 7-8=250, 6-7=250 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-3=35, 3-5=34, 2-8=-20, 6-7=-20 Horz: 1-2=-5, 2-3=985, 3-5=1001, 5-6=7 Drag: 2-8=-250, 7-8=-250, 6-7=-250 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-92, 3-5=-91, 2-8=-20, 6-7=-20 Horz: 1-2=-5, 2-3=-984, 3-5=-999, 5-6=7 Drag: 2-8=250, 7-8=250, 6-7=250 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-12, 2-3=46, 3-5=45, 2-8=-20, 6-7=-20 Horz: 1-2=-16, 2-3=974, 3-5=990, 5-6=-26 Drag: 2-8=-250, 7-8=-250, 6-7=-250 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-12, 2-3=-81, 3-5=-80, 2-8=-20, 6-7=-20 Horz: 1-2=-16, 2-3=-995, 3-5=-1010, 5-6=-26 Drag: 2-8=250, 7-8=250, 6-7=250 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=32, 2-3=81, 3-5=80, 2-8=-12, 6-7=-12 Horz: 1-2=-44, 2-3=955, 3-5=971, 5-6=23 Drag: 2-8=-250, 7-8=-250, 6-7=-250 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 B07 Monopitch Supported Gable 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:49:59 2021 Page 4 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-5oGpABKKeVwigglhF8cukKgadUm6gvZu9g?9h Fyl Id6 LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=32, 2-3=-46, 3-5=-45, 2-8=-12, 6-7=-12 Horz: 1-2=-44, 2-3=-1014, 3-5=-1029, 5-6=23 Drag: 2-8=250, 7-8=250, 6-7=250 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=22, 2-3=70, 3-5=69, 2-8=-12, 6-7=-12 Horz: 1-2=-34, 2-3=966, 3-5=981, 5-6=23 Drag: 2-8=-250, 7-8=-250, 6-7=-250 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=22, 2-3=-57, 3-5=-56, 2-8=-12, 6-7=-12 Horz: 1-2=-34, 2-3=-1003, 3-5=-1019, 5-6=23 Drag: 2-8=250, 7-8=250, 6-7=250 39) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-3=35, 3-5=34, 2-8=-20, 6-7=-20 Horz: 1-2=-5, 2-3=985, 3-5=1001, 5-6=12 Drag: 2-8=-250, 7-8=-250, 6-7=-250 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-92, 3-5=-91, 2-8=-20, 6-7=-20 Horz: 1-2=-5, 2-3=-984, 3-5=-999, 5-6=12 Drag: 2-8=250, 7-8=250, 6-7=250 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-3=35, 3-5=34, 2-8=-20, 6-7=-20 Horz: 1-2=-5, 2-3=985, 3-5=1001, 5-6=12 Drag: 2-8=-250, 7-8=-250, 6-7=-250 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-92, 3-5=-91, 2-8=-20, 6-7=-20 Horz: 1-2=-5, 2-3=-984, 3-5=-999, 5-6=12 Drag: 2-8=250, 7-8=250, 6-7=250 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 2-3=35, 3-5=35, 2-8=-20, 6-7=-20 Horz: 2-3=985, 3-5=1000 Drag: 2-8=-250, 7-8=-250, 6-7=-250 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-91, 3-5=-91, 2-8=-20, 6-7=-20 Horz: 2-3=-985, 3-5=-1000 Drag: 2-8=250, 7-8=250, 6-7=250 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 2-3=47, 3-5=46, 2-8=-12, 6-7=-12 Horz: 2-3=985, 3-5=1000 Drag: 2-8=-250, 7-8=-250, 6-7=-250 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 2-3=-80, 3-5=-79, 2-8=-12, 6-7=-12 Horz: 2-3=-985, 3-5=-1000 Drag: 2-8=250, 7-8=250, 6-7=250 47) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 2-8=-20, 6-7=-20 Concentrated Loads (Ib) Vert: 10=-250 48) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 2-8=-20, 6-7=-20 Concentrated Loads (Ib) Vert: 11=-250 49) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 2-8=-20, 6-7=-20 Concentrated Loads (Ib) Vert: 8=-250 50) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 2-8=-20, 6-7=-20 Concentrated Loads (Ib) Vert: 12=-250 51) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 2-8=-20, 6-7=-20 Continued on page 5 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 B07 Monopitch Supported Gable 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:00 2021 Page 5 ID 2ar?8W2eFUCWR?TpXo8wrzylz6Y-a_gBNXLyPp2ZI_Ktos77HXDINu6LZMo1 NKIjDiylld5 LOAD CASE(S) Concentrated Loads (Ib) Vert: 2=-250 52) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 2-8=-20, 6-7=-20 Concentrated Loads (Ib) Vert: 9=-250 53) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 2-8=-20, 6-7=-20 Concentrated Loads (Ib) Vert: 6=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 B08 Monopitch 12 1 Job Reference (optional) -2-3-0 2-3-0 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:01 2021 Page 1 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-2AOZatMaA7AQw7v3MZeMplmxDla81_nAc_UGI8yl Id4 4-1-12 8-3-8 10-2-8 4-1-12 4-1-12 1-11-0 1.5x4 II 4 3.00 12 7 4x5 = 8 8-3-8 4x5 =6 8-3-8 5 Scale = 1:23.6 Camber = 1/8 in Plate Offsets (X,Y)-- [3:0-1-12,0-2-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CSI. TC 0.29 BC 0.50 WB 0.11 Matrix-P DEFL. in (loc) I/defl Vert(LL) -0.14 6-7 >694 Vert(CT) -0.25 6-7 >386 Horz(CT) 0.00 6 n/a L/d 240 180 n/a PLATES GRIP MT20 220/195 Weight: 52 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1 &Btr G BOT CHORD 2x6 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G REACTIONS. (Ib/size) 6=482/0-5-8 (min. 0-1-8), 7=525/0-5-8 (min. 0-1-8) Max Horz 7=131(LC 9) Max Uplift6=-97(LC 12), 7=-115(LC 8) Max Grav6=496(LC 25), 7=525(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 4-6=-304/256, 2-7=-334/299 BOT CHORD 7-8=-281/247, 6-8=-281/247 WEBS 3-6=-263/271, 3-7=-308/55 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-8-9, Interior(1) 0-8-9 to 10-2-1 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 capable of withstanding 100 Ib uplift at joint(s) 6 except (jt=Ib) 7=115. 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 250.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 2-4=-68, 4-5=-68, 6-7=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 2-4=-58, 4-5=-58, 6-7=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-5=-28, 6-7=-40 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 B08 Monopitch 12 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:01 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-2AOZatMaA7AQw7v3MZeMplmxDla81_nAc_UGI8yl Id4 LOAD CASE(S) 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=60, 2-4=49, 4-5=60, 6-7=-12 Horz: 1-2=-72, 2-4=-61, 4-5=-72, 4-6=36, 2-7=23 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=44, 2-4=49, 4-5=44, 6-7=-12 Horz: 1-2=-56, 2-4=-61, 4-5=-56, 4-6=-23, 2-7=-36 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-11, 2-4=-50, 4-5=-11, 6-7=-20 Horz: 1-2=-17, 2-4=22, 4-5=-17, 4-6=-33, 2-7=-26 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-45, 2-4=-50, 4-5=-45, 6-7=-20 Horz: 1-2=17, 2-4=22, 4-5=17, 4-6=26, 2-7=33 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-4=20, 4-5=15, 6-7=-12 Horz: 1-2=-47, 2-4=-32, 4-5=-27, 4-6=18, 2-7=15 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=9, 4-5=24, 6-7=-12 Horz: 1-2=-16, 2-4=-21, 4-5=-36, 4-6=-15, 2-7=-18 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-5=-23, 6-7=-20 Horz: 1-2=-5, 2-4=1, 4-5=-5, 4-6=7, 2-7=26 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-4=-18, 4-5=-12, 6-7=-20 Horz: 1-2=-16, 2-4=-10, 4-5=-16, 4-6=-26, 2-7=-7 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-4=17, 4-5=32, 6-7=-12 Horz: 1-2=-44, 2-4=-29, 4-5=-44, 4-6=23, 2-7=-23 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-4=7, 4-5=22, 6-7=-12 Horz: 1-2=-34, 2-4=-19, 4-5=-34, 4-6=23, 2-7=-23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-5=-23, 6-7=-20 Horz: 1-2=-5, 2-4=1, 4-5=-5, 4-6=12, 2-7=-12 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-5=-23, 6-7=-20 Horz: 1-2=-5, 2-4=1, 4-5=-5, 4-6=12, 2-7=-12 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-5=-28, 6-7=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-5=-55, 6-7=-20 Horz: 1-2=-3, 2-4=1, 4-5=-3, 4-6=5, 2-7=19 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-4=-50, 4-5=-46, 6-7=-20 Horz: 1-2=-12, 2-4=-8, 4-5=-12, 4-6=-19, 2-7=-5 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-5=-55, 6-7=-20 Horz: 1-2=-3, 2-4=1, 4-5=-3, 4-6=9, 2-7=-9 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-5=-55, 6-7=-20 Horz: 1-2=-3, 2-4=1, 4-5=-3, 4-6=9, 2-7=-9 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=-28, 4-5=4, 6-7=-12 Horz: 1-2=-16, 2-4=16, 4-5=-16, 4-6=-16, 2-7=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=4, 4-5=4, 6-7=-12 Horz: 1-2=-16, 2-4=-16, 4-5=-16, 4-6=16, 2-7=16 23) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-5=-28, 6-7=-20 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 B08 Monopitch 12 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:01 2021 Page 3 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-2AOZatMaA7AQw7v3MZeMpImxDIa81_nAc_UGI8yl Id4 LOAD CASE(S) Concentrated Loads (Ib) Vert: 8=-250 24) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-5=-28, 6-7=-20 Concentrated Loads (Ib) Vert: 7=-250 25) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-5=-28, 6-7=-20 Concentrated Loads (Ib) Vert: 6=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 C01 Flat 1 1 Job Reference (optional) 6-6-8 6-6-8 3x10 = 1.5x4 II 12-11-4 6-4-12 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:03 2021 Page 1 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-_ZW K?ZOrikQ89R3SU_ggvArDj5CxmoAT31zNg0yl Id2 19-4-0 25-10-8 6-4-12 1 6-6-8 1 3x10 = 3x6 = 1.5x4 11 Scale = 1:42.7 Camber = 9/16 in 3x10 = 2 K ISa ri 3fl El 5 T2 1 W W El W 2 W' W H 1 W' 2 12 3x6 13 5x10 = 10 5x12 MT2OHS= 6-6-8 12-11-4 1.5x4 I I 6-6-8 1 6-4-12 14 5x10 = 19-4-0 15 25-10-8 7 3x6 6-4-12 6-6-8 Plate Offsets (X,Y)-- [7:0-3-0,0-0-4], [8:0-3-0,0-1-12], [11:0-3-7,0-1-12], [12:0-3-0,0-0-12] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.54 BC 0.67 WB 0.50 Matrix-S DEFL. in (loc) I/defl Vert(LL) -0.23 9 >999 Vert(CT) -0.79 9-11 >390 Horz(CT) 0.11 7 n/a L/d 240 180 n/a PLATES MT20 MT2OHS GRIP 220/195 165/146 Weight: 137 Ib FT = 20% LUMBER - TOP CHORD 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: 2x6 DF No.2 G REACTIONS. (Ib/size) 12=1125/0-4-0 (min. 0-1-8), 7=1125/0-5-8 (min. 0-1-8) Max Upliftl2=-135(LC 8), 7=-135(LC 9) BRACING - TOP CHORD BOT CHORD 2-0-0 oc purlins (3-4-3 max.): 1-6, except end verticals. Rigid ceiling directly applied or 5-5-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-12=-1059/467, 1-2=-2966/1155, 2-3=-2966/1155, 3-4=-2966/1155, 4-5=-2966/1155, 5-6=-2966/1155, 6-7=-1059/467 BOT CHORD 10-11=-1510/3876, 9-10=-1510/3876, 9-14=-1510/3876, 8-14=-1510/3876 WEBS 1-11=-1170/3006, 2-11=-462/318, 3-11=-950/370, 3-9=0/371, 3-8=-950/370, 5-8=-462/318, 6-8=-1170/3006 NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever 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) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 Ib uplift at joint(s) except (jt=Ib) 12=135, 7=135. 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 250.01b live 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. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-68, 7-12=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-58, 7-12=-20 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 C01 Flat 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:03 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-_ZW K?ZOrikQ89R3SU_ggvArDj5CxmoAT31zNg0yl Id2 LOAD CASE(S) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-28, 7-12=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=46, 7-12=-12 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=46, 7-12=-12 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-39, 7-12=-20 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-39, 7-12=-20 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=26, 3-6=11, 7-12=-12 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=11, 3-6=26, 7-12=-12 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-29, 7-12=-20 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-29, 7-12=-20 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=17, 7-12=-12 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=7, 7-12=-12 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-29, 7-12=-20 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-29, 7-12=-20 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-6=-28, 7-12=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-59, 7-12=-20 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-59, 7-12=-20 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-59, 7-12=-20 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-59, 7-12=-20 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 7-12=-12 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=4, 7-12=-12 23) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 7-12=-20 Concentrated Loads (Ib) Vert: 13=-250 24) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 7-12=-20 Concentrated Loads (Ib) Vert: 10=-250 25) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 7-12=-20 Concentrated Loads (Ib) Vert: 14=-250 26) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 7-12=-20 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 C01 Flat 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:03 2021 Page 3 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-_ZW K?ZOrikQ89R3SU_ggvArDj5CxmoAT31zNg0yl Id2 LOAD CASE(S) Concentrated Loads (Ib) Vert: 15=-250 27) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 7-12=-20 Concentrated Loads (Ib) Vert: 12=-250 28) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 7-12=-20 Concentrated Loads (Ib) Vert: 11=-250 29) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 7-12=-20 Concentrated Loads (Ib) Vert: 9=-250 30) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 7-12=-20 Concentrated Loads (Ib) Vert: 8=-250 31) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 7-12=-20 Concentrated Loads (Ib) Vert: 7=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 C01A Flat Girder 1 1 Job Reference (optional) 1 5x6 = 5-3-3 5-3-3 1 1.5x4 II ISa 6a 2 ISZI 4=1- W E 14 3x6 1 I 17 10-4-9 5-1-6 5x8 = 3 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:04 2021 Page 1 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-SI3iDvOTT2Y?nbeel iC3RNOLzWXV9LdlyjwMTylld1 15-5-15 20-7-5 25-10-8 5-1-6 5-1-6 1 5-3-3 15 16 IRI 1.5x4 II 3x6 = 4 1 ISa ISa 6 T� Scale = 1:42.8 Camber = 15/16 in 7x8 = 2x6 1I 13 7x8 = 18 12 11 8x12 MT20HS= 2 B2 19 10 20 9 21 5x8 = 5-3-3 10-4-9 15-5-15 20-7-5 5-3-3 5-1-6 5-1-6 5-1-6 8 1.5x4 11 5x6 = 25-10-8 5-3-3 Plate Offsets (X,Y)-- [1:0-2-0,0-2-0], [3:0-4-0,0-2-0], [6:0-1-12,0-2-12], [8:0-3-0,0-2-0], [10:0-4-0,0-2-0], [13:0-2-12,0-2-12] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2018/TP12014 CS!. TC 0.70 BC 0.84 WB 0.89 Matrix-S DEFL. in (loc) I/defl Vert(LL) 0.3810-11 >802 Vert(CT)-1.2910-11 >239 Horz(CT) 0.19 8 n/a L/d 240 180 n/a PLATES MT20 MT20HS GRIP 220/195 165/146 Weight: 134 Ib FT = 20% LUMBER - TOP CHORD 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: 2x6 DF No.2 G REACTIONS. (Ib/size) 14=1125/0-4-0 (min. 0-1-8), 8=1125/0-5-8 (min. 0-1-8) Max Horz 14=47(LC 9) Max Upliftl4=-134(LC 8), 8=-134(LC 9) BRACING - TOP CHORD BOT CHORD 2-0-0 oc purlins (2-7-1 max.): 1-7, except end verticals. Rigid ceiling directly applied or 4-9-13 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-14=-1064/460, 1-2=-3327/1311, 2-3=-3327/1311, 3-15=-4921/1924, 15-16=-4921/1924, 4-16=-4921/1924, 4-5=-4921/1924, 5-6=-4921/1924 BOT CHORD 13-18=-1949/4922, 12-18=-1949/4922, 11-12=-1949/4922, 11-19=-1949/4922, 10-19=-1949/4922, 10-20=-1315/3329, 9-20=-1315/3329, 9-21=-1315/3329, 8-21=-1315/3329 WEBS 1-13=-1311/3351, 2-13=-360/249, 3-13=-1655/654, 3-11=0/345, 3-10=-362/362, 4-10=-341/232, 6-10=-651/1652, 6-9=0/344, 6-8=-3354/1313 NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) 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) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 Ib uplift at joint(s) except (jt=Ib) 14=134, 8=134. 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 250.0lb live 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. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-68, 8-14=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 CO1A Flat Girder 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:05 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-wxd4QFP5ELgsOI DrbPj I_bwWjvrmEcbmXcSU uvyl Id0 LOAD CASE(S) Uniform Loads (plf) Vert: 1-7=-58, 8-14=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-28, 8-14=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=46, 8-14=-12 Horz: 1-14=17, 7-8=31 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=46, 8-14=-12 Horz: 1-14=-31, 7-8=-17 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-39, 8-14=-20 Horz: 1-14=-20, 7-8=-28 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-39, 8-14=-20 Horz: 1-14=28, 7-8=20 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-15=26, 7-15=11, 8-14=-12 Horz: 1-14=15, 7-8=18 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-16=11, 7-16=26, 8-14=-12 Horz: 1-14=-18, 7-8=-15 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-29, 8-14=-20 Horz: 1-14=26, 7-8=7 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-29, 8-14=-20 Horz: 1-14=-7, 7-8=-26 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=17, 8-14=-12 Horz: 1-14=-23, 7-8=23 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=7, 8-14=-12 Horz: 1-14=-23, 7-8=23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-29, 8-14=-20 Horz: 1-14=-12, 7-8=12 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-29, 8-14=-20 Horz: 1-14=-12, 7-8=12 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-7=-28, 8-14=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-59, 8-14=-20 Horz: 1-14=19, 7-8=5 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-59, 8-14=-20 Horz: 1-14=-5, 7-8=-19 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-59, 8-14=-20 Horz: 1-14=-9, 7-8=9 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-59, 8-14=-20 Horz: 1-14=-9, 7-8=9 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 8-14=-12 Horz: 1-14=-16, 7-8=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 CO1A Flat Girder 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:05 2021 Page 3 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-wxd4QFP5ELgsOI DrbPj I_bwWjvrmEcbmXcSU uvyl Id0 LOAD CASE(S) Uniform Loads (plf) Vert: 1-7=4, 8-14=-12 Horz: 1-14=16, 7-8=16 23) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 8-14=-20 Concentrated Loads (Ib) Vert: 17=-250 24) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 8-14=-20 Concentrated Loads (Ib) Vert: 18=-250 25) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 8-14=-20 Concentrated Loads (Ib) Vert: 19=-250 26) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 8-14=-20 Concentrated Loads (Ib) Vert: 20=-250 27) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 8-14=-20 Concentrated Loads (Ib) Vert: 21=-250 28) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 8-14=-20 Concentrated Loads (Ib) Vert: 14=-250 29) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 8-14=-20 Concentrated Loads (Ib) Vert: 13=-250 30) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 8-14=-20 Concentrated Loads (Ib) Vert: 11=-250 31) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 8-14=-20 Concentrated Loads (Ib) Vert: 10=-250 32) 10th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 8-14=-20 Concentrated Loads (Ib) Vert: 9=-250 33) 11th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 8-14=-20 Concentrated Loads (Ib) Vert: 8=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 CO2 Roof Special 1 1 Job Reference (optional) 4x6 = 6-6-0 6-6-0 13 T1 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:06 2021 Page 1 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-OBBSeaQj?foj0vo196EXWoTIxJDIz48vmGC1 QLyIId? 13-0-0 1 21-2-0 21 -13 25-10-8 6-6-0 8-2-0 0- -13 4-6-11 2x4 11 4x6 = kl 3 6Z 11 6a 3x10 = 144 w A 12 3x4 11 w. 18 11 19 4x12 = u W1 10 15 1.5x4 11 FraT 9 20 5x8 WB= 6-6-0 13-0-0 21-3-13 6-6-0 6-6-0 8-3-13 Scale = 1:43.5 Camber = 7/16 in 3.00112 5x6 = 5 16 17 4x5 6 w5 8 21 7 4x12 = 2x4 11 25-10-8 4-6-11 1) CO Plate Offsets (X,Y)-- [1:0-2-4,0-1-12], [6:0-2-4,0-1-12], [7:0-2-0,0-0-9], [8:0-4-0,0-2-0], [11:0-5-8,0-2-0], [12:0-2-0,0-0-8] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CSI. TC 0.48 BC 0.75 WB 0.80 Matrix-S DEFL. in (loc) I/defl Vert(LL) -0.32 8-10 >955 Vert(CT) -0.78 8-10 >395 Horz(CT) 0.11 7 n/a L/d 240 180 n/a PLATES GRIP MT20 220/195 Weight: 154 Ib FT = 20% LUMBER - TOP CHORD 2x6 DF No.2 G *Except* T3: 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,W3,W4: 2x6 DF No.2 G OTHERS 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G REACTIONS. (Ib/size) 12=1125/0-4-0 (min. 0-1-8), 7=1125/0-5-8 (min. 0-1-8) Max Horz 12=-81(LC 10) Max Upliftl2=-136(LC 8), 7=-110(LC 9) BRACING - TOP CHORD BOT CHORD WEBS FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-12=-1064/198, 1-13=-2418/359, 2-13=-2418/359, 2-3=-2418/359, 3-14=-2418/359, 4-14=-2418/359, 4-15=-1796/288, 5-15=-1792/288, 5-16=-1824/275, 16-17=-1838/268, 6-17=-1870/267, 6-7=-1097/191 BOT CHORD 11-19=-477/3235, 10-19=-477/3235, 9-10=-477/3235, 9-20=-477/3235, 8-20=-477/3235 WEBS 1-11=-361/2520, 3-11=-445/187, 4-11=-868/161, 4-10=0/397, 4-8=-1569/210, 6-8=-248/1816 Structural wood sheathing directly applied or 4-9-5 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-11 max.): 1-5. Rigid ceiling directly applied or 9-7-12 oc bracing. 1 Row at midpt 4-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-13 to 3-1-13, Interior(1) 3-1-13 to 21-2-0, Exterior(2R) 21-2-0 to 24-2-0, Interior(1) 24-2-0 to 25-8-12 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 Ib uplift at joint(s) except (jt=Ib) 12=136, 7=110. 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 250.0lb live 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. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 CO2 Roof Special 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:07 2021 Page 2 I D:2ar?8W2eFUCWR'?TpXo8wrzylz6Y-sKIrrwRLmzwZe2N DjgIm300whiZXiXO3_wxazoyl Id_ LOAD CASE(S) Uniform Loads (plf) Vert: 1-5=-68, 5-6=-68, 7-12=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-58, 5-6=-58, 7-12=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-28, 5-6=-28, 7-12=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=28, 5-13=23, 5-17=32, 6-17=23, 7-12=-12 Horz: 1-12=17, 5-17=44, 6-17=35, 6-7=31 Drag: 4-5=-0 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-15=23, 5-15=32, 5-16=23, 6-16=28, 7-12=-12 Horz: 1-12=-31, 5-16=35, 6-16=40, 6-7=-17 Drag: 4-15=-0, 5-15=-1 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-42, 5-6=-42, 7-12=-20 Horz: 1-12=-20, 5-6=-14, 6-7=-28 Drag: 4-5=0 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-42, 5-6=-42, 7-12=-20 Horz: 1-12=28, 5-6=-14, 6-7=20 Drag: 4-5=0 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-14=26, 5-14=11, 5-6=9, 7-12=-12 Horz: 1-12=15, 5-6=21, 6-7=18 Drag: 4-5=-0 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=11, 4-5=26, 5-6=20, 7-12=-12 Horz: 1-12=-18, 5-6=32, 6-7=-15 Drag: 4-5=-0 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-29, 5-6=-18, 7-12=-20 Horz: 1-12=26, 5-6=10, 6-7=7 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-29, 5-6=-29, 7-12=-20 Horz: 1-12=-7, 5-6=-1, 6-7=-26 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=17, 5-6=17, 7-12=-12 Horz: 1-12=-23, 5-6=29, 6-7=23 Drag: 4-5=-0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=7, 5-6=7, 7-12=-12 Horz: 1-12=-23, 5-6=19, 6-7=23 Drag: 4-5=-0 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-29, 5-6=-29, 7-12=-20 Horz: 1-12=-12, 5-6=-1, 6-7=12 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-29, 5-6=-29, 7-12=-20 Horz: 1-12=-12, 5-6=-1, 6-7=12 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-5=-28, 5-6=-28, 7-12=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-59, 5-6=-50, 7-12=-20 Horz: 1-12=19, 5-6=8, 6-7=5 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-59, 5-6=-59, 7-12=-20 Horz: 1-12=-5, 5-6=-1, 6-7=-19 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 CO2 Roof Special 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:07 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-sKIrrwRLmzwZe2N DjgIm300whiZXiXO3_wxazoyl Id_ LOAD CASE(S) Uniform Loads (plf) Vert: 1-5=-59, 5-6=-59, 7-12=-20 Horz: 1-12=-9, 5-6=-1, 6-7=9 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-59, 5-6=-59, 7-12=-20 Horz: 1-12=-9, 5-6=-1, 6-7=9 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-6=-28, 7-12=-12 Horz: 1-12=-16, 5-6=-16, 6-7=-16 Drag: 4-5=0 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=4, 5-6=4, 7-12=-12 Horz: 1-12=16, 5-6=16, 6-7=16 Drag: 4-5=-0 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-68, 5-6=-28, 7-12=-20 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-68, 5-6=-68, 7-12=-20 25) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-58, 5-6=-28, 7-12=-20 26) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-58, 5-6=-58, 7-12=-20 27) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-6=-28, 7-12=-20 Concentrated Loads (Ib) Vert: 18=-250 28) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-6=-28, 7-12=-20 Concentrated Loads (Ib) Vert: 19=-250 29) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-6=-28, 7-12=-20 Concentrated Loads (Ib) Vert: 20=-250 30) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-6=-28, 7-12=-20 Concentrated Loads (Ib) Vert: 21=-250 31) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-6=-28, 7-12=-20 Concentrated Loads (Ib) Vert: 12=-250 32) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-6=-28, 7-12=-20 Concentrated Loads (Ib) Vert: 11=-250 33) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-6=-28, 7-12=-20 Concentrated Loads (Ib) Vert: 10=-250 34) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-6=-28, 7-12=-20 Concentrated Loads (Ib) Vert: 8=-250 35) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-6=-28, 7-12=-20 Concentrated Loads (Ib) Vert: 7=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 CO3 Roof Special 1 1 Job Reference (optional) 5x6 = 11 3x4 II 6-6-0 6-6-0 1.5x4 II Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:08 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-LWJD3GRzXG2QFCxPGXG?cDY2R6yaRyjCDah8UEyl Icz 13-0-0 19-2-0 19 A-13 25-10-8 6-6-0 6-2-0 0- 113 6-6-11 3x10 = 17 10 18 9 4x12 = 1.5x4 II 8 5x8 WB= 6-6-0 13-0-0 19-3-13 6-6-0 6-6-0 6-3-13 4x5 = 4 7 5x8 = 3.00112 15 16 19 25-10-8 6-6-11 Scale = 1:43.4 Camber = 5/16 in 4x6 5 6 3x4 11 Plate Offsets (X,Y)-- [1:0-2-0,0-2-4], [4:0-2-0,0-2-0], [5:0-3-0,0-1-8], [6:0-1-12,0-0-8], [7:0-4-0,0-1-12], [10:0-5-0,0-2-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CSI. TC 0.67 BC 0.57 WB 0.93 Matrix-S DEFL. in (loc) I/defl L/d Vert(LL) -0.20 9-10 >999 240 Vert(CT) -0.49 9-10 >621 180 Horz(CT) 0.08 6 n/a n/a PLATES GRIP MT20 220/195 Weight: 125 Ib FT = 20% LUMBER - TOP CHORD 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 OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G REACTIONS. (Ib/size) 11=1125/0-4-0 (min. 0-1-8), 6=1125/0-5-8 (min. 0-1-8) Max Horz 11=-101(LC 10) Max Upliftl 1=-137(LC 8), 6=-99(LC 9) BRACING - TOP CHORD BOT CHORD FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-11=-1064/202, 1-12=-1952/311, 2-12=-1952/311, 2-13=-1952/311, 3-13=-1952/311, 3-14=-1894/322, 4-14=-1892/323, 4-15=-1945/308, 15-16=-1949/298, 5-16=-2002/298, 5-6=-1061/209 BOT CHORD 10-18=-381/2565, 9-18=-381/2565, 8-9=-381/2565, 7-8=-381/2565 WEBS 1-10=-307/2095, 2-10=-466/190, 3-10=-671/120, 3-9=0/372, 3-7=-839/115, 5-7=-246/1785 Structural wood sheathing directly applied or 3-9-12 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-1 max.): 1-4. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-13 to 3-1-13, Interior(1) 3-1-13 to 19-2-0, Exterior(2R) 19-2-0 to 22-2-0, Interior(1) 22-2-0 to 25-8-12 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 Ib uplift at joint(s) 6 except (jt=Ib) 11=137. 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 250.01b live 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. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-68, 4-5=-68, 6-11=-20 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 CO3 Roof Special 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:08 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-LWJD3GRzXG2QFCxPGXG?cDY2R6yaRyjCDah8UEyI Icz LOAD CASE(S) 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-58, 4-5=-58, 6-11=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 6-11=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-12=28, 4-12=23, 4-15=32, 5-15=23, 6-11=-12 Horz: 1-11=17, 4-15=44, 5-15=35, 5-6=31 Drag: 3-4=-0 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-14=23, 4-14=32, 4-16=23, 5-16=28, 6-11=-12 Horz: 1-11=-31, 4-16=35, 5-16=40, 5-6=-17 Drag: 3-14=-0, 4-14=-0 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-42, 4-5=-42, 6-11=-20 Horz: 1-11=-20, 4-5=-14, 5-6=-28 Drag: 3-4=0 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-42, 4-5=-42, 6-11=-20 Horz: 1-11=28, 4-5=-14, 5-6=20 Drag: 3-4=0 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=26, 4-13=11, 4-5=9, 6-11=-12 Horz: 1-11=15, 4-5=21, 5-6=18 Drag: 3-4=-0 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=11, 3-4=26, 4-5=20, 6-11=-12 Horz: 1-11=-18, 4-5=32, 5-6=-15 Drag: 3-4=-0 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-29, 4-5=-18, 6-11=-20 Horz: 1-11=26, 4-5=10, 5-6=7 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-29, 4-5=-29, 6-11=-20 Horz: 1-11=-7, 4-5=-1, 5-6=-26 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=17, 4-5=17, 6-11=-12 Horz: 1-11=-23, 4-5=29, 5-6=23 Drag: 3-4=-0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=7, 4-5=7, 6-11=-12 Horz: 1-11=-23, 4-5=19, 5-6=23 Drag: 3-4=-0 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-29, 4-5=-29, 6-11=-20 Horz: 1-11=-12, 4-5=-1, 5-6=12 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-29, 4-5=-29, 6-11=-20 Horz: 1-11=-12, 4-5=-1, 5-6=12 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 6-11=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-59, 4-5=-50, 6-11=-20 Horz: 1-11=19, 4-5=8, 5-6=5 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-59, 4-5=-59, 6-11=-20 Horz: 1-11=-5, 4-5=-1, 5-6=-19 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-59, 4-5=-59, 6-11=-20 Horz: 1-11=-9, 4-5=-1, 5-6=9 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 CO3 Roof Special 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:08 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-LWJD3GRzXG2QFCxPGXG?cDY2R6yaRyjCDah8UEyI Icz LOAD CASE(S) 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-59, 4-5=-59, 6-11=-20 Horz: 1-11=-9, 4-5=-1, 5-6=9 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 6-11=-12 Horz: 1-11=-16, 4-5=-16, 5-6=-16 Drag: 3-4=0 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=4, 4-5=4, 6-11=-12 Horz: 1-11=16, 4-5=16, 5-6=16 Drag: 3-4=-0 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-68, 4-5=-28, 6-11=-20 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-68, 4-5=-68, 6-11=-20 25) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-58, 4-5=-28, 6-11=-20 26) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-58, 4-5=-58, 6-11=-20 27) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 6-11=-20 Concentrated Loads (Ib) Vert: 17=-250 28) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 6-11=-20 Concentrated Loads (Ib) Vert: 18=-250 29) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 6-11=-20 Concentrated Loads (Ib) Vert: 8=-250 30) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 6-11=-20 Concentrated Loads (Ib) Vert: 19=-250 31) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 6-11=-20 Concentrated Loads (Ib) Vert: 11=-250 32) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 6-11=-20 Concentrated Loads (Ib) Vert: 10=-250 33) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 6-11=-20 Concentrated Loads (Ib) Vert: 9=-250 34) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 6-11=-20 Concentrated Loads (Ib) Vert: 7=-250 35) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 6-11=-20 Concentrated Loads (Ib) Vert: 6=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 C04 Roof Special 1 1 Job Reference (optional) 4x5 = 6-6-0 6-6-0 14 3.00112 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:10 2021 Page 1 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-HvRzTyTE2u I8V W5o0yITheeRawdbvurVguAFY6yl Icx 13-0-0 17-2-0 17 -13 21-6-4 I 25-10-8 6-6-0 4-2-0 0- -13 4-2-7 4-4-4 1.5x4 11 6ZI 2611 T, W1 3x10 = 153 16 W1 4x5 = 4 W5 Scale = 1:43.4 Camber = 1/4 in 4x5 6 13 2x6 I1 19 12 5x8 = 20 1.5x4 11 11 21 10 9 3x6 = 3x10 = 6-6-0 13-0-0 17-3-13 6-6-0 6-6-0 4-3-13 22 21-6-4 4-2-7 8 4x6 = 23 25-10-8 4-4-4 7 2x4 11 CO Plate Offsets (X,Y)-- [1:0-2-4,0-1-8], [6:0-2-4,0-2-0], [7:0-2-0,0-0-9], [8:0-2-12,0-2-0], [12:0-2-12,0-2-4], [13:0-3-0,0-1-12] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CSI. TC 0.50 BC 0.54 WB 0.82 Matrix-S DEFL. in (loc) I/defl L/d Vert(LL)-0.1711-12 >999 240 Vert(CT) -0.42 11-12 >739 180 Horz(CT) 0.07 7 n/a n/a PLATES GRIP MT20 220/195 Weight: 131 Ib FT = 20% LUMBER - TOP CHORD 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 REACTIONS. (Ib/size) 13=1125/0-4-0 (min. 0-1-8), 7=1125/0-5-8 (min. 0-1-8) Max Horz 13=-119(LC 10) Max Upliftl3=-138(LC 8), 7=-90(LC 9) BRACING - TOP CHORD BOT CHORD FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-13=-1066/207, 1-14=-1675/286, 2-14=-1675/286, 2-15=-1675/286, 3-15=-1675/286, 3-16=-1855/330, 4-16=-1853/330, 4-17=-1913/328, 5-17=-1950/317, 5-18=-1683/270, 6-18=-1746/263, 6-7=-1077/194 BOT CHORD 12-20=-322/2171, 11-20=-322/2171, 11-21=-322/2171, 10-21=-322/2171, 9-10=-322/2171, 9-22=-261/1663, 8-22=-261/1663 WEBS 1-12=-284/1859, 2-12=-482/192, 3-12=-569/112, 3-11=0/356, 3-9=-500/80, 4-9=0/257, 6-8=-250/1684, 5-8=-457/138, 5-9=-40/329 Structural wood sheathing directly applied or 4-8-4 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-13 max.): 1-4. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-13 to 3-1-13, Interior(1) 3-1-13 to 17-2-0, Exterior(2R) 17-2-0 to 20-2-0, Interior(1) 20-2-0 to 25-8-12 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 Ib uplift at joint(s) 7 except (jt=lb) 13=138. 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 250.0Ib live 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. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 C04 Roof Special 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:10 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-HvRzTyTE2u I8V W5o0yITheeRawdbvurVguAFY6yl Icx LOAD CASE(S) Uniform Loads (plf) Vert: 1-4=-68, 4-6=-68, 7-13=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-58, 4-6=-58, 7-13=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 7-13=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-14=28, 4-14=23, 4-17=32, 6-17=23, 7-13=-12 Horz: 1-13=17, 4-17=44, 6-17=35, 6-7=31 Drag: 3-4=-1 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-16=23, 4-16=32, 4-18=23, 6-18=28, 7-13=-12 Horz: 1-13=-31, 4-18=35, 6-18=40, 6-7=-17 Drag: 3-16=-1, 4-16=-1 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-42, 4-6=-42, 7-13=-20 Horz: 1-13=-20, 4-6=-14, 6-7=-28 Drag: 3-4=0 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-42, 4-6=-42, 7-13=-20 Horz: 1-13=28, 4-6=-14, 6-7=20 Drag: 3-4=0 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-15=26, 4-15=11, 4-6=9, 7-13=-12 Horz: 1-13=15, 4-6=21, 6-7=18 Drag: 3-4=-0 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=11, 3-4=26, 4-6=20, 7-13=-12 Horz: 1-13=-18, 4-6=32, 6-7=-15 Drag: 3-4=-1 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-29, 4-6=-18, 7-13=-20 Horz: 1-13=26, 4-6=10, 6-7=7 Drag: 3-4=0 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-29, 4-6=-29, 7-13=-20 Horz: 1-13=-7, 4-6=-1, 6-7=-26 Drag: 3-4=0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=17, 4-6=17, 7-13=-12 Horz: 1-13=-23, 4-6=29, 6-7=23 Drag: 3-4=-0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=7, 4-6=7, 7-13=-12 Horz: 1-13=-23, 4-6=19, 6-7=23 Drag: 3-4=-0 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-29, 4-6=-29, 7-13=-20 Horz: 1-13=-12, 4-6=-1, 6-7=12 Drag: 3-4=0 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-29, 4-6=-29, 7-13=-20 Horz: 1-13=-12, 4-6=-1, 6-7=12 Drag: 3-4=0 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 7-13=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-59, 4-6=-50, 7-13=-20 Horz: 1-13=19, 4-6=8, 6-7=5 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 C04 Roof Special 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:10 2021 Page 3 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-HvRzTyTE2u I8V W5o0yITheeRawdbvurVguAFY6yl Icx LOAD CASE(S) Uniform Loads (plf) Vert: 1-4=-59, 4-6=-59, 7-13=-20 Horz: 1-13=-5, 4-6=-1, 6-7=-19 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-59, 4-6=-59, 7-13=-20 Horz: 1-13=-9, 4-6=-1, 6-7=9 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-59, 4-6=-59, 7-13=-20 Horz: 1-13=-9, 4-6=-1, 6-7=9 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 7-13=-12 Horz: 1-13=-16, 4-6=-16, 6-7=-16 Drag: 3-4=0 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=4, 4-6=4, 7-13=-12 Horz: 1-13=16, 4-6=16, 6-7=16 Drag: 3-4=-0 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-68, 4-6=-28, 7-13=-20 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-68, 4-6=-68, 7-13=-20 25) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-58, 4-6=-28, 7-13=-20 26) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-58, 4-6=-58, 7-13=-20 27) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 7-13=-20 Concentrated Loads (Ib) Vert: 19=-250 28) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 7-13=-20 Concentrated Loads (Ib) Vert: 20=-250 29) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 7-13=-20 Concentrated Loads (Ib) Vert: 21=-250 30) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 7-13=-20 Concentrated Loads (Ib) Vert: 22=-250 31) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 7-13=-20 Concentrated Loads (Ib) Vert: 23=-250 32) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 7-13=-20 Concentrated Loads (Ib) Vert: 13=-250 33) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 7-13=-20 Concentrated Loads (Ib) Vert: 12=-250 34) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 7-13=-20 Concentrated Loads (Ib) Vert: 11=-250 35) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 7-13=-20 Concentrated Loads (Ib) Vert: 9=-250 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 C04 Roof Special 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:10 2021 Page 4 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-HvRzTyTE2u I8V W5o0yITheeRawdbvurVguAFY6yl Icx LOAD CASE(S) 36) 10th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 7-13=-20 Concentrated Loads (Ib) Vert: 8=-250 37) 11th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 7-13=-20 Concentrated Loads (Ib) Vert: 7=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 C05 Common 5 1 Job Reference (optional) 6-8-0 6-8-0 14 12-4-4 5-8-4 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:11 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-15?Lh IUspBR?6gg_yggi DsAYPKvKeH KfvYvo5Zyl Icw 15-6-8 18-8-12 25-10-8 3-2-4 3-2-4 7-1-12 1.5x4 3x6 = 3.00 12 3x4 3x10 16 2x4 I 3x4 = 5 3x6 = 1.5x4 11 6 7 15 Scale = 1:42.3 Camber = 7/8 in 13 17 1218 11 19 20 4x5 = 8x12 MT20HS= 5x10 = 4x5 = 10 7x10 = 6-8-0 12-4-4 18-8-12 6-8-0 5-8-4 6-4-8 21 25-10-8 7-1-12 9 2x6 I I Plate Offsets (X,Y)-- [1:0-3-12,0-0-11], [5:0-2-0,Edge], [8:0-3-0,0-2-0], [9:0-3-0,0-0-4], [10:0-2-12,0-3-0], [11:0-6-0,0-3-0], [12:0-3-4,0-2-8] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.76 BC 0.83 WB 1.00 Matrix-S DEFL. in (loc) I/defl Vert(LL)-0.3112-13 >998 Vert(CT)-1.1612-13 >265 Horz(CT) 0.09 9 n/a L/d 240 180 n/a PLATES MT20 MT20HS GRIP 220/195 165/146 Weight: 136 Ib FT = 20% LUMBER - TOP CHORD 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 *Except* B2: 2x4 DF No.2 G, B3: 2x6 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G REACTIONS. (Ib/size) 1=1195/0-4-0 (min. 0-1-8), 9=1204/0-5-8 (min. 0-1-8) Max Horz 1=76(LC 11) Max Upliftl=-9(LC 8) BRACING - TOP CHORD BOT CHORD FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-14=-3943/219, 2-14=-3893/229, 2-3=-2477/128, 3-4=-2303/156, 6-7=-2334/154, 7-15=-2408/116, 8-15=-2465/104, 8-9=-1230/120 BOT CHORD 1-16=-253/3778, 13-16=-253/3778, 13-17=-253/3778, 12-17=-253/3778, 12-18=-106/2327, 11-18=-98/2337, 11-19=-91/2331, 19-20=-94/2328, 10-20=-95/2326 WEBS 2-13=0/478, 2-12=-1610/167, 3-12=0/406, 8-10=-34/2242, 4-6=-2529/77 Structural wood sheathing directly applied or 2-10-14 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-2-0 to 3-2-0, Interior(1) 3-2-0 to 15-6-8, Exterior(2R) 15-6-8 to 18-8-12, Interior(1) 18-8-12 to 25-8-12 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 3) 150.0lb AC unit load placed on the bottom chord, 13-8-0 from left end, supported at two points, 1-10-0 apart. 4) All plates are MT20 plates unless otherwise indicated. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) 1. 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 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-68, 5-8=-68, 1-9=-20 Concentrated Loads (Ib) Vert: 18=-75 19=-75 Continued on page 2 Job Truss Truss Type malty Ply Calle Guaymass- Lot 41 21-006194 C05 Common 5 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:12 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-DlYkueU UaVZskgFBVNLxm3jj9j FZNkao8CfLd?yl Icv LOAD CASE(S) 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-58, 5-8=-58, 1-9=-20 Concentrated Loads (Ib) Vert: 18=-75 19=-75 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 1-9=-40 Concentrated Loads (Ib) Vert: 18=-75 19=-75 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-14=28, 5-14=23, 5-7=32, 7-8=23, 1-9=-12 Horz: 1-14=-40, 5-14=-35, 5-7=44, 7-8=35, 8-9=31 Concentrated Loads (Ib) Vert: 18=-75 19=-75 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=23, 3-5=32, 5-15=23, 8-15=28, 1-9=-12 Horz: 1-3=-35, 3-5=-44, 5-15=35, 8-15=40, 8-9=-17 Concentrated Loads (Ib) Vert: 18=-75 19=-75 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-42, 5-8=-42, 1-9=-20 Horz: 1-5=14, 5-8=-14, 8-9=-28 Concentrated Loads (Ib) Vert: 18=-75 19=-75 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-42, 5-8=-42, 1-9=-20 Horz: 1-5=14, 5-8=-14, 8-9=20 Concentrated Loads (Ib) Vert: 18=-75 19=-75 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=20, 5-8=9, 1-9=-12 Horz: 1-5=-32, 5-8=21, 8-9=18 Concentrated Loads (Ib) Vert: 18=-75 19=-75 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=9, 5-8=20, 1-9=-12 Horz: 1-5=-21, 5-8=32, 8-9=-15 Concentrated Loads (Ib) Vert: 18=-75 19=-75 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-29, 5-8=-18, 1-9=-20 Horz: 1-5=1, 5-8=10, 8-9=7 Concentrated Loads (Ib) Vert: 18=-75 19=-75 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-18, 5-8=-29, 1-9=-20 Horz: 1-5=-10, 5-8=-1, 8-9=-26 Concentrated Loads (Ib) Vert: 18=-75 19=-75 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=17, 5-8=17, 1-9=-12 Horz: 1-5=-29, 5-8=29, 8-9=23 Concentrated Loads (Ib) Vert: 18=-75 19=-75 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=7, 5-8=7, 1-9=-12 Horz: 1-5=-19, 5-8=19, 8-9=23 Concentrated Loads (Ib) Vert: 18=-75 19=-75 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-29, 5-8=-29, 1-9=-20 Horz: 1-5=1, 5-8=-1, 8-9=12 Concentrated Loads (Ib) Vert: 18=-75 19=-75 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type malty Ply Calle Guaymass- Lot 41 21-006194 C05 Common 5 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:12 2021 Page 3 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-DlYkueU UaVZskgFBVNLxm3jj9j FZNkao8CfLd?yl Icv LOAD CASE(S) Uniform Loads (plf) Vert: 1-5=-29, 5-8=-29, 1-9=-20 Horz: 1-5=1, 5-8=-1, 8-9=12 Concentrated Loads (Ib) Vert: 18=-75 19=-75 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 1-9=-20 Concentrated Loads (Ib) Vert: 18=-75 19=-75 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-59, 5-8=-50, 1-9=-20 Horz: 1-5=1, 5-8=8, 8-9=5 Concentrated Loads (Ib) Vert: 18=-75 19=-75 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-50, 5-8=-59, 1-9=-20 Horz: 1-5=-8, 5-8=-1, 8-9=-19 Concentrated Loads (Ib) Vert: 18=-75 19=-75 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-59, 5-8=-59, 1-9=-20 Horz: 1-5=1, 5-8=-1, 8-9=9 Concentrated Loads (Ib) Vert: 18=-75 19=-75 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-59, 5-8=-59, 1-9=-20 Horz: 1-5=1, 5-8=-1, 8-9=9 Concentrated Loads (Ib) Vert: 18=-75 19=-75 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 1-9=-12 Horz: 1-5=16, 5-8=-16, 8-9=-16 Concentrated Loads (Ib) Vert: 18=-75 19=-75 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=4, 5-8=4, 1-9=-12 Horz: 1-5=-16, 5-8=16, 8-9=16 Concentrated Loads (Ib) Vert: 18=-75 19=-75 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-68, 5-8=-28, 1-9=-20 Concentrated Loads (Ib) Vert: 18=-75 19=-75 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-68, 1-9=-20 Concentrated Loads (Ib) Vert: 18=-75 19=-75 25) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-58, 5-8=-28, 1-9=-20 Concentrated Loads (Ib) Vert: 18=-75 19=-75 26) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-58, 1-9=-20 Concentrated Loads (Ib) Vert: 18=-75 19=-75 27) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 1-9=-20 Concentrated Loads (Ib) Vert: 16=-250 18=-75 19=-75 28) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 1-9=-20 Concentrated Loads (Ib) Vert: 17=-250 18=-75 19=-75 29) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 Job Truss Truss Type malty Ply Calle Guaymass- Lot 41 21-006194 C05 Common 5 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:12 2021 Page 4 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-DlYkueU UaVZskgFBVNLxm3jj9j FZNkao8CfLd?yl Icv LOAD CASE(S) Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 1-9=-20 Concentrated Loads (Ib) Vert: 18=-75 19=-75 20=-250 30) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 1-9=-20 Concentrated Loads (Ib) Vert: 18=-75 19=-75 21=-250 31) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 1-9=-20 Concentrated Loads (Ib) Vert: 1=-250 18=-75 19=-75 32) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 1-9=-20 Concentrated Loads (Ib) Vert: 13=-250 18=-75 19=-75 33) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 1-9=-20 Concentrated Loads (Ib) Vert: 12=-250 18=-75 19=-75 34) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 1-9=-20 Concentrated Loads (Ib) Vert: 10=-250 18=-75 19=-75 35) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 1-9=-20 Concentrated Loads (Ib) Vert: 9=-250 18=-75 19=-75 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 C06 ROOF SPECIAL 1 1 Job Reference (optional) 6-8-0 6-8-0 19 12-4-4 15-6-8 18-11-4 5-8-4 3-2-4 3-4-12 2x6 = 3x6 = 3.00 12 1.5x4 11 2x6 = 4 5 6 1.5x4 11 720 3x4 -_-- 2 W3 o B Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:14 2021 Page 1 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-9gg UJJWk66paz7PZdoN PrUo64Xv5rkY5bW8Shuyl Ict 23-3-0 30-8-2 39-2-8 4-3-12 I 7-5-2 I 8-6-6 4x5 4x5 = 22 18 23 17 16 24 4x5 = 15 4x5 = 2x4 II 4x8 =4x8 = 4x5 = 5x8 = 4x5 = 25 13 3x6 = 3x6 9 26 6-8-0 12-4-4 18-11-4 23-3-0 23- -12 30-8-2 6-8-0 5-8-4 6-7-0 4-3-12 0- 112 7-2-6 3x6 10 2x6 1I 12 27 39-2-8 8-6-6 21 Scale = 1:65.0 Camber = 3/8 in 11 3x6 = IM 0 Plate Offsets (X,Y)-- [1:0-3-4,0-0-3], [5:0-3-0,Edge], [11:0-3-0,Edge], [15:0-1-12,0-2-0], [17:0-2-0,0-2-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 1-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2018/TP12014 CSI. TC 0.47 BC 0.95 WB 0.58 Matrix-S DEFL. in (loc) I/defl L/d Vert(LL)-0.3911-12 >265 240 Vert(CT) -0.56 17-18 >502 180 Horz(CT) 0.11 12 n/a n/a PLATES GRIP MT20 220/195 Weight: 184 Ib FT = 20% LUMBER - TOP CHORD 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 *Except* B4: 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G B5: 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G, B2. 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 4-3-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-4-1 oc bracing. WEBS 1 Row at midpt 10-13 REACTIONS. All bearings 15-11-8 except (jt=length) 1=0-3-8, 13=0-5-8, 13=0-5-8. (Ib) - Max Horz 1=-72(LC 29) Max Uplift All uplift 100 Ib or less at joint(s) except 1=-259(LC 27), 13=-375(LC 45), 11=-415(LC 30), 12=-746(LC 30), 14=-382(LC 35) Max Gray All reactions 250 Ib or less at joint(s) 13 except 1=531(LC 58), 13=415(LC 34), 11=485(LC 39), 12=942(LC 39), 14=655(LC 40) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-19=-2053/1124, 2-19=-1806/884, 2-3=-958/478, 3-4=-814/330, 4-5=-253/304, 6-20=-1141/750, 7-20=-1216/781, 7-8=-1617/1149, 8-9=-1875/1900, 9-10=-2347/2333, 10-21=-1362/1362, 11-21=-1626/1638 BOT CHORD 1-22=-1029/1945, 18-22=-1029/1945, 18-23=-1029/1945, 17-23=-1029/1945, 16-17=-878/1372, 16-24=-869/1360, 15-24=-869/1359, 8-14=-911/548, 13-26=-1258/1410, 12-26=-711/179, 12-27=-773/788, 11-27=-1575/1580 WEBS 2-18=0/381, 2-17=-966/163, 8-15=-806/1315, 10-13=-1348/1362, 10-12=-902/811, 4-6=-1034/550 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-3-4 to 3-3-4, Interior(1) 3-3-4 to 15-8-0, Exterior(2R) 15-8-0 to 18-8-0, Interior(1) 18-8-0 to 39-4-0 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 is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 259 Ib uplift at joint 1, 375 Ib uplift at joint 13, 415 Ib uplift at joint 11, 746 Ib uplift at joint 12 and 382 Ib 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 250.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 C06 ROOF SPECIAL 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:14 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-9gg UJJWk66paz7PZdoN PrUo64Xv5rkY5bW8Shuyl Ict NOTES- 11) This truss has been designed for a total drag load of 3000 Ib. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 23-3-0 to 39-2-8 for 188.0 plf. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-34, 5-11=-34, 1-14=-10, 11-13=-10 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-29, 5-11=-29, 1-14=-10, 11-13=-10 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-14, 5-11=-14, 1-14=-20, 11-13=-20 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-19=14, 5-19=12, 5-20=16, 11-20=12, 1-14=-6, 11-13=-6 Horz: 1-19=-20, 5-19=-18, 5-20=22, 11-20=18 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=12, 3-5=16, 5-21=12, 11-21=14, 1-14=-6, 11-13=-6 Horz: 1-3=-18, 3-5=-22, 5-21=18, 11-21=20 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-21, 5-11=-21, 1-14=-10, 11-13=-10 Horz: 1-5=7, 5-11=-7 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-21, 5-11=-21, 1-14=-10, 11-13=-10 Horz: 1-5=7, 5-11=-7 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=10, 5-11=5, 1-14=-6, 11-13=-6 Horz: 1-5=-16, 5-11=11 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=5, 5-11=10, 1-14=-6, 11-13=-6 Horz: 1-5=-11, 5-11=16 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-14, 5-11=-9, 1-14=-10, 11-13=-10 Horz: 1-5=0, 5-11=5 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-9, 5-11=-14, 1-14=-10, 11-13=-10 Horz: 1-5=-5, 5-11=-0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=9, 5-11=9, 1-14=-6, 11-13=-6 Horz: 1-5=-15, 5-11=15 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=3, 5-11=3, 1-14=-6, 11-13=-6 Horz: 1-5=-9, 5-11=9 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-14, 5-11=-14, 1-14=-10, 11-13=-10 Horz: 1-5=0, 5-11=-0 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-14, 5-11=-14, 1-14=-10, 11-13=-10 Horz: 1-5=0, 5-11=-0 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-5=-14, 5-11=-14, 1-14=-10, 11-13=-10 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-29, 5-11=-25, 1-14=-10, 11-13=-10 Horz: 1-5=0, 5-11=4 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-25, 5-11=-29, 1-14=-10, 11-13=-10 Horz: 1-5=-4, 5-11=-0 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-29, 5-11=-29, 1-14=-10, 11-13=-10 Horz: 1-5=0, 5-11=-0 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 C06 ROOF SPECIAL 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:14 2021 Page 3 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-9gg UJJWk66paz7PZdoN PrUo64Xv5rkY5bW8Shuyl Ict LOAD CASE(S) Uniform Loads (plf) Vert: 1-5=-29, 5-11=-29, 1-14=-10, 11-13=-10 Horz: 1-5=0, 5-11=-0 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-14, 5-11=-14, 1-14=-6, 11-13=-6 Horz: 1-5=8, 5-11=-8 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=2, 5-11=2, 1-14=-6, 11-13=-6 Horz: 1-5=-8, 5-11=8 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=31, 2-3=31, 3-5=35, 5-10=-8, 10-21=-8, 11-21=-5, 1-14=-6, 11-13=-6 Horz: 1-2=287, 2-3=288, 3-5=284, 5-10=324, 10-21=320, 11-21=322 Drag: 11-13=-188 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-8, 2-3=-8, 3-5=-3, 5-10=31, 10-21=31, 11-21=33, 1-14=-6, 11-13=-6 Horz: 1-2=-322, 2-3=-324, 3-5=-328, 5-10=-288, 10-21=-285, 11-21=-283 Drag: 11-13=188 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-2, 2-5=-2, 5-10=-40, 10-11=-41, 1-14=-10, 11-13=-10 Horz: 1-2=312, 2-5=313, 5-10=299, 10-11=295 Drag: 11-13=-188 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-40, 2-5=-40, 5-10=-2, 10-11=-2, 1-14=-10, 11-13=-10 Horz: 1-2=-298, 2-5=-299, 5-10=-313, 10-11=-310 Drag: 11-13=188 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=29, 2-5=29, 5-10=-15, 10-11=-15, 1-14=-6, 11-13=-6 Horz: 1-2=289, 2-5=290, 5-10=317, 10-11=313 Drag: 11-13=-188 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-9, 2-5=-9, 5-10=24, 10-11=24, 1-14=-6, 11-13=-6 Horz: 1-2=-321, 2-5=-322, 5-10=-296, 10-11=-292 Drag: 11-13=188 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=24, 2-5=24, 5-10=-9, 10-11=-9, 1-14=-6, 11-13=-6 Horz: 1-2=294, 2-5=296, 5-10=322, 10-11=319 Drag: 11-13=-188 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-15, 2-5=-15, 5-10=29, 10-11=29, 1-14=-6, 11-13=-6 Horz: 1-2=-315, 2-5=-317, 5-10=-290, 10-11=-286 Drag: 11-13=188 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=5, 2-5=5, 5-10=-28, 10-11=-28, 1-14=-10, 11-13=-10 Horz: 1-2=305, 2-5=306, 5-10=311, 10-11=308 Drag: 11-13=-188 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-34, 2-5=-34, 5-10=10, 10-11=11, 1-14=-10, 11-13=-10 Horz: 1-2=-304, 2-5=-306, 5-10=-301, 10-11=-297 Drag: 11-13=188 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 2-5=10, 5-10=-34, 10-11=-34, 1-14=-10, 11-13=-10 Horz: 1-2=300, 2-5=301, 5-10=306, 10-11=302 Drag: 11-13=-188 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 2-5=-28, 5-10=5, 10-11=5, 1-14=-10, 11-13=-10 Horz: 1-2=-310, 2-5=-311, 5-10=-306, 10-11=-303 Drag: 11-13=188 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=28, 2-5=28, 5-10=-10, 10-11=-11, 1-14=-6, 11-13=-6 Horz: 1-2=290, 2-5=291, 5-10=321, 10-11=317 Drag: 11-13=-188 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 C06 ROOF SPECIAL 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:14 2021 Page 4 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-9gg UJJWk66paz7PZdoN PrUo64Xv5rkY5bW8Shuyl Ict LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-11, 2-5=-10, 5-10=28, 10-11=28, 1-14=-6, 11-13=-6 Horz: 1-2=-319, 2-5=-321, 5-10=-291, 10-11=-288 Drag: 11-13=188 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=23, 2-5=22, 5-10=-16, 10-11=-16, 1-14=-6, 11-13=-6 Horz: 1-2=295, 2-5=297, 5-10=315, 10-11=312 Drag: 11-13=-188 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-16, 2-5=-16, 5-10=22, 10-11=23, 1-14=-6, 11-13=-6 Horz: 1-2=-314, 2-5=-315, 5-10=-297, 10-11=-293 Drag: 11-13=188 39) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=5, 2-5=5, 5-10=-34, 10-11=-34, 1-14=-10, 11-13=-10 Horz: 1-2=305, 2-5=306, 5-10=306, 10-11=302 Drag: 11-13=-188 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-34, 2-5=-34, 5-10=5, 10-11=5, 1-14=-10, 11-13=-10 Horz: 1-2=-304, 2-5=-306, 5-10=-306, 10-11=-303 Drag: 11-13=188 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=5, 2-5=5, 5-10=-34, 10-11=-34, 1-14=-10, 11-13=-10 Horz: 1-2=305, 2-5=306, 5-10=306, 10-11=302 Drag: 11-13=-188 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-34, 2-5=-34, 5-10=5, 10-11=5, 1-14=-10, 11-13=-10 Horz: 1-2=-304, 2-5=-306, 5-10=-306, 10-11=-303 Drag: 11-13=188 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=5, 2-5=5, 5-10=-33, 10-11=-33, 1-14=-10, 11-13=-10 Horz: 1-2=305, 2-5=306, 5-10=306, 10-11=302 Drag: 11-13=-188 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-33, 2-5=-33, 5-10=5, 10-11=5, 1-14=-10, 11-13=-10 Horz: 1-2=-305, 2-5=-306, 5-10=-306, 10-11=-302 Drag: 11-13=188 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=11, 2-5=11, 5-10=-28, 10-11=-28, 1-14=-6, 11-13=-6 Horz: 1-2=305, 2-5=306, 5-10=306, 10-11=302 Drag: 11-13=-188 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 2-5=-28, 5-10=11, 10-11=11, 1-14=-6, 11-13=-6 Horz: 1-2=-305, 2-5=-306, 5-10=-306, 10-11=-302 Drag: 11-13=188 47) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-34, 5-11=-14, 1-14=-10, 11-13=-10 48) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-14, 5-11=-34, 1-14=-10, 11-13=-10 49) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-29, 5-11=-14, 1-14=-10, 11-13=-10 50) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-14, 5-11=-29, 1-14=-10, 11-13=-10 51) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-14, 5-11=-14, 1-14=-10, 11-13=-10 Concentrated Loads (Ib) Vert: 22=-250 52) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-14, 5-11=-14, 1-14=-10, 11-13=-10 Concentrated Loads (Ib) Vert: 23=-250 53) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 5 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 C06 ROOF SPECIAL 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:14 2021 Page 5 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-9gg UJJWk66paz7PZdoN PrUo64Xv5rkY5bW8Shuyl Ict LOAD CASE(S) Uniform Loads (plf) Vert: 1-5=-14, 5-11=-14, 1-14=-10, 11-13=-10 Concentrated Loads (Ib) Vert: 24=-250 54) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-14, 5-11=-14, 1-14=-10, 11-13=-10 Concentrated Loads (Ib) Vert: 25=-250 55) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-14, 5-11=-14, 1-14=-10, 11-13=-10 Concentrated Loads (Ib) Vert: 14=-250 56) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-14, 5-11=-14, 1-14=-10, 11-13=-10 Concentrated Loads (Ib) Vert: 26=-250 57) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-14, 5-11=-14, 1-14=-10, 11-13=-10 Concentrated Loads (Ib) Vert: 27=-250 58) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-14, 5-11=-14, 1-14=-10, 11-13=-10 Concentrated Loads (Ib) Vert: 1=-250 59) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-14, 5-11=-14, 1-14=-10, 11-13=-10 Concentrated Loads (Ib) Vert: 18=-250 60) 10th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-14, 5-11=-14, 1-14=-10, 11-13=-10 Concentrated Loads (Ib) Vert: 17=-250 61) 11th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-14, 5-11=-14, 1-14=-10, 11-13=-10 Concentrated Loads (Ib) Vert: 15=-250 62) 12th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-14, 5-11=-14, 1-14=-10, 11-13=-10 Concentrated Loads (Ib) Vert: 12=-250 63) 13th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-14, 5-11=-14, 1-14=-10, 11-13=-10 Concentrated Loads (Ib) Vert: 11=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 C07 Roof Special 7 1 Job Reference (optional) -2-3-0 2-3-0 2 21 6-9-8 6-9-8 3.00 12 3x4 12-5-12 5-8-4 15-8-0 3-2-4 19-0-12 3-4-12 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:16 2021 Page 1 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-63oEk?Y_ek3I DRZykDPtwvuR3LbkJYgO3gdZmmyl Icr 23-4-8 30-9-10 39-4-0 41-7-0 4-3-12 7-5-2 8-6-6 1 2-3-0 2x6 = 3x6 = 1.5x4 2x6 = 1.5x4 II 4 5 6 7 822 W3 W6 4x5 4x6 = 24 20 25 19 1826 27 17 2x4 II 8x12 MT20HS= 6x12 = 4x12 = 4x6 = 4x6 = 28 1' 3x6 10 3x6 = 3x4 11 3 ®RS A 15 3x6 = Scale = 1:71.0 Camber = 7/8 in 12 23 u) 13IS, 29 14 30 3x6 = 1.5x4 11 6-9-8 12-5-12 19-0-12 23-4-8 231.-4 30-9-10 39-4-0 6-9-8 5-8-4 6-7-0 4-3-12 0-2-12 7-2-6 8-6-6 O N Plate Offsets (X,Y)-- [2:0-5-4,0-0-2], [6:0-3-0,Edge], [9:0-2-8,0-1-8], [15:0-2-12,0-1-8], [16:0-3-4,0-1-1], [17:0-4-4,0-2-0], [18:0-6-0,0-3-4], [19:0-3-4,0-2-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CSI. TC 0.57 BC 0.88 WB 0.99 Matrix-S DEFL. in (loc) I/defl Vert(LL)-0.3612-14 >519 Vert(CT)-1.1719-20 >238 Horz(CT) 0.09 12 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 191 Ib GRIP 220/195 165/146 FT = 20% LUMBER - TOP CHORD 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 *Except* B4: 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G B5: 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G, B2: 2x4 DF No 2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING - TOP CHORD BOT CHORD WEBS Structural wood sheathing directly applied or 3-4-3 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17 4-7-3 oc bracing: 15-16. 1 Row at midpt 11-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1267/0-5-8 (min. 0-1-8), 15=1780/0-5-8 (min. 0-1-14), 12=866/0-5-8 (min. 0-1-8) Max Horz 2=-126(LC 9) Max Uplift2=-109(LC 8), 12=-167(LC 9) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-21=-3450/161, 3-21=-3442/180, 3-4=-1904/89, 4-5=-1768/127, 7-22=-1784/127, 8-22=-1798/125, 8-9=-1877/100, 11-23=-1503/228, 12-23=-1512/203 BOT CHORD 2-24=-34/3296, 20-24=-34/3296, 20-25=-34/3296, 19-25=-34/3296, 18-19=0/1797, 18-26=0/1775, 26-27=0/1772, 17-27=0/1770, 15-16=-1321/110, 9-16=-1597/113, 15-29=-155/1398, 14-29=-155/1398, 14-30=-155/1398, 12-30=-155/1398 WEBS 3-20=0/512, 3-19=-1598/147, 4-19=0/318, 9-17=0/1980, 11-15=-1401/196, 11-14=0/430, 5-7=-1754/0 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-8-9, Interior(1) 0-8-9 to 15-8-0, Exterior(2R) 15-8-0 to 18-8-0, Interior(1) 18-8-0 to 41-7-7 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) 150.0lb AC unit load placed on the bottom chord, 13-8-0 from left end, supported at two points, 1-10-0 apart. 4) All plates are MT20 plates unless otherwise indicated. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 109 Ib uplift at joint 2 and 167 Ib uplift at joint 12. 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 250.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 C07 Roof Special 7 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:16 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-63oEk?Y_ek3I DRZykDPtwvuR3LbkJYgO3gdZmmyl Icr LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-68, 6-13=-68, 2-16=-20, 12-15=-20 Concentrated Loads (Ib) Vert: 19=-75 26=-75 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-58, 6-13=-58, 2-16=-20, 12-15=-20 Concentrated Loads (Ib) Vert: 19=-75 26=-75 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-28, 6-13=-28, 2-16=-40, 12-15=-40 Concentrated Loads (Ib) Vert: 19=-75 26=-75 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=52, 2-21=28, 6-21=23, 6-22=32, 12-22=23, 12-13=18, 2-16=-12, 12-15=-12 Horz: 1-2=-64, 2-21=-40, 6-21=-35, 6-22=44, 12-22=35, 12-13=30 Concentrated Loads (Ib) Vert: 19=-75 26=-75 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-4=23, 4-6=32, 6-23=23, 12-23=28, 12-13=52, 2-16=-12, 12-15=-12 Horz: 1-2=-30, 2-4=-35, 4-6=-44, 6-23=35, 12-23=40, 12-13=64 Concentrated Loads (Ib) Vert: 19=-75 26=-75 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-19, 2-6=-42, 6-12=-42, 12-13=-37, 2-16=-20, 12-15=-20 Horz: 1-2=-9, 2-6=14, 6-12=-14, 12-13=-9 Concentrated Loads (Ib) Vert: 19=-75 26=-75 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-6=-42, 6-12=-42, 12-13=-19, 2-16=-20, 12-15=-20 Horz: 1-2=9, 2-6=14, 6-12=-14, 12-13=9 Concentrated Loads (Ib) Vert: 19=-75 26=-75 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-6=20, 6-12=9, 12-13=4, 2-16=-12, 12-15=-12 Horz: 1-2=-47, 2-6=-32, 6-12=21, 12-13=16 Concentrated Loads (Ib) Vert: 19=-75 26=-75 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-6=9, 6-12=20, 12-13=35, 2-16=-12, 12-15=-12 Horz: 1-2=-16, 2-6=-21, 6-12=32, 12-13=47 Concentrated Loads (Ib) Vert: 19=-75 26=-75 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-6=-29, 6-12=-18, 12-13=-12, 2-16=-20, 12-15=-20 Horz: 1-2=-5, 2-6=1, 6-12=10, 12-13=16 Concentrated Loads (Ib) Vert: 19=-75 26=-75 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-6=-18, 6-12=-29, 12-13=-23, 2-16=-20, 12-15=-20 Horz: 1-2=-16, 2-6=-10, 6-12=-1, 12-13=5 Concentrated Loads (Ib) Vert: 19=-75 26=-75 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-6=17, 6-12=17, 12-13=32, 2-16=-12, 12-15=-12 Horz: 1-2=-44, 2-6=-29, 6-12=29, 12-13=44 Concentrated Loads (Ib) Vert: 19=-75 26=-75 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-6=7, 6-12=7, 12-13=22, 2-16=-12, 12-15=-12 Horz: 1-2=-34, 2-6=-19, 6-12=19, 12-13=34 Concentrated Loads (Ib) Vert: 19=-75 26=-75 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 C07 Roof Special 7 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:16 2021 Page 3 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-63oEk?Y_ek3I DRZykDPtwvuR3LbkJYgO3gdZmmyl Icr LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-23, 2-6=-29, 6-12=-29, 12-13=-23, 2-16=-20, 12-15=-20 Horz: 1-2=-5, 2-6=1, 6-12=-1, 12-13=5 Concentrated Loads (Ib) Vert: 19=-75 26=-75 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-6=-29, 6-12=-29, 12-13=-23, 2-16=-20, 12-15=-20 Horz: 1-2=-5, 2-6=1, 6-12=-1, 12-13=5 Concentrated Loads (Ib) Vert: 19=-75 26=-75 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-6=-28, 6-13=-28, 2-16=-20, 12-15=-20 Concentrated Loads (Ib) Vert: 19=-75 26=-75 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-6=-59, 6-12=-50, 12-13=-46, 2-16=-20, 12-15=-20 Horz: 1-2=-3, 2-6=1, 6-12=8, 12-13=12 Concentrated Loads (Ib) Vert: 19=-75 26=-75 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-6=-50, 6-12=-59, 12-13=-55, 2-16=-20, 12-15=-20 Horz: 1-2=-12, 2-6=-8, 6-12=-1, 12-13=3 Concentrated Loads (Ib) Vert: 19=-75 26=-75 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-6=-59, 6-12=-59, 12-13=-55, 2-16=-20, 12-15=-20 Horz: 1-2=-3, 2-6=1, 6-12=-1, 12-13=3 Concentrated Loads (Ib) Vert: 19=-75 26=-75 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-6=-59, 6-12=-59, 12-13=-55, 2-16=-20, 12-15=-20 Horz: 1-2=-3, 2-6=1, 6-12=-1, 12-13=3 Concentrated Loads (Ib) Vert: 19=-75 26=-75 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-6=-28, 6-13=-28, 2-16=-12, 12-15=-12 Horz: 1-2=-16, 2-6=16, 6-13=-16 Concentrated Loads (Ib) Vert: 19=-75 26=-75 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=4, 6-13=4, 2-16=-12, 12-15=-12 Horz: 1-6=-16, 6-13=16 Concentrated Loads (Ib) Vert: 19=-75 26=-75 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-68, 6-13=-28, 2-16=-20, 12-15=-20 Concentrated Loads (Ib) Vert: 19=-75 26=-75 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-28, 6-13=-68, 2-16=-20, 12-15=-20 Concentrated Loads (Ib) Vert: 19=-75 26=-75 25) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-58, 6-13=-28, 2-16=-20, 12-15=-20 Concentrated Loads (Ib) Vert: 19=-75 26=-75 26) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-28, 6-13=-58, 2-16=-20, 12-15=-20 Concentrated Loads (Ib) Vert: 19=-75 26=-75 27) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-13=-28, 2-16=-20, 12-15=-20 Concentrated Loads (Ib) Vert: 19=-75 24=-250 26=-75 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 C07 Roof Special 7 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:16 2021 Page 4 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-63oEk?Y_ek3I DRZykDPtwvuR3LbkJYgO3gdZmmyl Icr LOAD CASE(S) 28) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-13=-28, 2-16=-20, 12-15=-20 Concentrated Loads (Ib) Vert: 19=-75 25=-250 26=-75 29) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-13=-28, 2-16=-20, 12-15=-20 Concentrated Loads (Ib) Vert: 19=-75 26=-75 27=-250 30) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-13=-28, 2-16=-20, 12-15=-20 Concentrated Loads (Ib) Vert: 19=-75 26=-75 28=-250 31) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-13=-28, 2-16=-20, 12-15=-20 Concentrated Loads (Ib) Vert: 19=-75 16=-250 26=-75 32) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-13=-28, 2-16=-20, 12-15=-20 Concentrated Loads (Ib) Vert: 19=-75 26=-75 29=-250 33) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-13=-28, 2-16=-20, 12-15=-20 Concentrated Loads (Ib) Vert: 19=-75 26=-75 30=-250 34) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-13=-28, 2-16=-20, 12-15=-20 Concentrated Loads (Ib) Vert: 2=-250 19=-75 26=-75 35) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-13=-28, 2-16=-20, 12-15=-20 Concentrated Loads (Ib) Vert: 20=-250 19=-75 26=-75 36) 10th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-13=-28, 2-16=-20, 12-15=-20 Concentrated Loads (Ib) Vert: 19=-325 26=-75 37) 11th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-13=-28, 2-16=-20, 12-15=-20 Concentrated Loads (Ib) Vert: 19=-75 17=-250 26=-75 38) 12th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-13=-28, 2-16=-20, 12-15=-20 Concentrated Loads (Ib) Vert: 19=-75 14=-250 26=-75 39) 13th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-13=-28, 2-16=-20, 12-15=-20 Concentrated Loads (Ib) Vert: 12=-250 19=-75 26=-75 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 C08 Common 4 1 Job Reference (optional) -2-3-0 2-3-0 6-9-8 6-9-8 2 15 1 3.00 12 3x4 3 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:17 2021 Page 1 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-aFMdxLYdP1 B9rb781ww6T7Qcokxr2?sXHUM61Cyl Icq 12-5-12 15-8-0 18-10-4 23-10-0 5-8-4 3-2-4 I 3-2-4 I 4-11-12 1.5x4 2x6 = 4 5 3x4 = 6 2x6 = 1.5x4 11 7 8 W3 W3 B2— 16 Scale = 1:42.8 Camber = 7/8 in 4x5 9 6 void 4x6 = 17 14 18 13 12 19 20 2x4 I I 5x12 MT2OHS= 4x12 = 4x5 = 3x4 1 I 6-9-8 12-5-12 6-9-8 1 5-8-4 18-10-4 6-4-8 4x5 = 11 21 10 6x12 = 3x4 II 1 23-10-0 4-11-12 N 0 Plate Offsets (X,Y)-- [2:0-5-4,0-0-2], [6:0-2-0,Edge], [9:0-2-4,0-1-12], [11:0-4-8,0-1-12], [13:0-3-0,0-2-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CS!. TC 0.57 BC 0.88 WB 1.00 Matrix-S DEFL. in (loc) I/defl L/d Vert(LL)-0.2913-14 >974 240 Vert(CT) -1.16 13-14 >243 180 Horz(CT) 0.08 10 n/a n/a PLATES GRIP MT20 220/195 MT2OHS 165/146 Weight: 130 Ib FT = 20% LUMBER - TOP CHORD 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 *Except* B2: 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G REACTIONS. (Ib/size) 2=1277/0-5-8 (min. 0-1-8), 10=1108/0-5-8 (min. 0-1-8) Max Horz 2=99(LC 11) Max Uplift2=-106(LC 8) BRACING - TOP CHORD BOT CHORD FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-15=-3486/137, 3-15=-3478/156, 3-4=-1961/69, 4-5=-1821/105, 7-8=-1849/108, 8-16=-1856/74, 9-16=-1928/66, 9-10=-1305/93 BOT CHORD 2-17=-215/3331, 14-17=-215/3331, 14-18=-215/3331, 13-18=-215/3331, 12-13=-83/1851, 12-19=-73/1830, 19-20=-76/1828, 11-20=-77/1826 WEBS 3-14=0/511, 3-13=-1604/145, 4-13=0/313, 9-11=-45/1982, 5-7=-1853/0 Structural wood sheathing directly applied or 3-3-15 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-8-9, Interior(1) 0-8-9 to 15-8-0, Exterior(2R) 15-8-0 to 18-10-4, Interior(1) 18-10-4 to 23-8-4 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) 150.0Ib AC unit load placed on the bottom chord, 13-8-0 from left end, supported at two points, 1-10-0 apart. 4) All plates are MT20 plates unless otherwise indicated. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 106 Ib uplift at joint 2. 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 250.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-68, 6-9=-68, 2-10=-20 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 C08 Common 4 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:18 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-2Rw?9hZFALJOSIi KseSLOKznY8H4nS6h W86grfyl Icp LOAD CASE(S) Concentrated Loads (Ib) Vert: 13=-75 19=-75 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-58, 6-9=-58, 2-10=-20 Concentrated Loads (Ib) Vert: 13=-75 19=-75 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-40 Concentrated Loads (Ib) Vert: 13=-75 19=-75 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=53, 2-15=28, 6-15=23, 6-8=33, 8-9=23, 2-10=-12 Horz: 1-2=-65, 2-15=-40, 6-15=-35, 6-8=45, 8-9=35, 9-10=31 Concentrated Loads (Ib) Vert: 13=-75 19=-75 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-4=23, 4-6=33, 6-16=23, 9-16=28, 2-10=-12 Horz: 1-2=-30, 2-4=-35, 4-6=-45, 6-16=35, 9-16=40, 9-10=-18 Concentrated Loads (Ib) Vert: 13=-75 19=-75 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-19, 2-6=-42, 6-9=-42, 2-10=-20 Horz: 1-2=-9, 2-6=14, 6-9=-14, 9-10=-29 Concentrated Loads (Ib) Vert: 13=-75 19=-75 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-6=-42, 6-9=-42, 2-10=-20 Horz: 1-2=9, 2-6=14, 6-9=-14, 9-10=21 Concentrated Loads (Ib) Vert: 13=-75 19=-75 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-6=20, 6-9=9, 2-10=-12 Horz: 1-2=-47, 2-6=-32, 6-9=21, 9-10=18 Concentrated Loads (Ib) Vert: 13=-75 19=-75 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-6=9, 6-9=20, 2-10=-12 Horz: 1-2=-16, 2-6=-21, 6-9=32, 9-10=-15 Concentrated Loads (Ib) Vert: 13=-75 19=-75 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-6=-29, 6-9=-18, 2-10=-20 Horz: 1-2=-5, 2-6=1, 6-9=10, 9-10=7 Concentrated Loads (Ib) Vert: 13=-75 19=-75 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-6=-18, 6-9=-29, 2-10=-20 Horz: 1-2=-16, 2-6=-10, 6-9=-1, 9-10=-26 Concentrated Loads (Ib) Vert: 13=-75 19=-75 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-6=17, 6-9=17, 2-10=-12 Horz: 1-2=-44, 2-6=-29, 6-9=29, 9-10=23 Concentrated Loads (Ib) Vert: 13=-75 19=-75 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-6=7, 6-9=7, 2-10=-12 Horz: 1-2=-34, 2-6=-19, 6-9=19, 9-10=23 Concentrated Loads (Ib) Vert: 13=-75 19=-75 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-6=-29, 6-9=-29, 2-10=-20 Horz: 1-2=-5, 2-6=1, 6-9=-1, 9-10=12 Concentrated Loads (Ib) Vert: 13=-75 19=-75 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 C08 Common 4 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:18 2021 Page 3 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-2Rw?9hZFALJOSIi KseSLOKznY8H4nS6h W86grfyl Icp LOAD CASE(S) 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-6=-29, 6-9=-29, 2-10=-20 Horz: 1-2=-5, 2-6=1, 6-9=-1, 9-10=12 Concentrated Loads (Ib) Vert: 13=-75 19=-75 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 13=-75 19=-75 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-6=-59, 6-9=-50, 2-10=-20 Horz: 1-2=-3, 2-6=1, 6-9=8, 9-10=5 Concentrated Loads (Ib) Vert: 13=-75 19=-75 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-6=-50, 6-9=-59, 2-10=-20 Horz: 1-2=-12, 2-6=-8, 6-9=-1, 9-10=-19 Concentrated Loads (Ib) Vert: 13=-75 19=-75 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-6=-59, 6-9=-59, 2-10=-20 Horz: 1-2=-3, 2-6=1, 6-9=-1, 9-10=9 Concentrated Loads (Ib) Vert: 13=-75 19=-75 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-6=-59, 6-9=-59, 2-10=-20 Horz: 1-2=-3, 2-6=1, 6-9=-1, 9-10=9 Concentrated Loads (Ib) Vert: 13=-75 19=-75 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-6=-28, 6-9=-28, 2-10=-12 Horz: 1-2=-16, 2-6=16, 6-9=-16, 9-10=-16 Concentrated Loads (Ib) Vert: 13=-75 19=-75 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=4, 6-9=4, 2-10=-12 Horz: 1-6=-16, 6-9=16, 9-10=16 Concentrated Loads (Ib) Vert: 13=-75 19=-75 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-68, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 13=-75 19=-75 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-68, 2-10=-20 Concentrated Loads (Ib) Vert: 13=-75 19=-75 25) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-58, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 13=-75 19=-75 26) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-58, 2-10=-20 Concentrated Loads (Ib) Vert: 13=-75 19=-75 27) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 13=-75 17=-250 19=-75 28) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 13=-75 18=-250 19=-75 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 C08 Common 4 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:18 2021 Page 4 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-2Rw?9hZFALJOSIi KseSLOKznY8H4nS6h W86grfyl Icp LOAD CASE(S) 29) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 13=-75 19=-75 20=-250 30) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 13=-75 19=-75 21=-250 31) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 2=-250 13=-75 19=-75 32) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 14=-250 13=-75 19=-75 33) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 13=-325 19=-75 34) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 13=-75 11=-250 19=-75 35) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 13=-75 10=-250 19=-75 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 C09 Common 1 1 Job Reference (optional) -2-3-0 2-3-0 2 15 6-9-8 6-9-8 3.00 FIT 3x4 3 W' 1 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:19 2021 Page 1 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-WeTNM1 atxfRs4uHXQLzaYYVwBYfgWw6glnrDN5yI Ico 12-5-12 15-8-0 23-10-0 5-8-4 I 3-2-4 I 8-2-0 1.5x4 11 2x6 = 4 5 3 3x4 = 2x6 = 7 16 W4 B2 0 B3 CI Scale = 1:42.7 Camber = 7/8 in 17 1.5x4 II 8 4x6 9 W 4x6 = 18 6-9-8 14 19 13 12 4x5 = 2x4 II 12-5-12 5x12 MT2OHS= 5x8 = 3x4 11 4x5 = 4x5 = 8x12 = 2x6 II 20 11 21 10 23-10-0 6-9-8 5-8-4 11-4-4 Plate Offsets (X,Y)-- [2:0-5-4,0-0-2], [6:0-2-0,Edge], [9:0-2-4,0-1-12], [10:0-3-0,0-0-1], [11:0-3-0,0-5-0], [13:0-2-0,0-2-4] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CSI. TC 0.64 BC 0.73 WB 0.95 Matrix-S DEFL. in (loc) I/defl Vert(LL)-0.3313-14 >773 Vert(CT) -1.1813-14 >216 Horz(CT) 0.08 11 n/a L/d 240 180 n/a PLATES MT20 MT20HS GRIP 220/195 165/146 Weight: 131 Ib FT = 20% LUMBER - TOP CHORD 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 *Except* B2: 2x4 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G *Except* W6: 2x6 DF No.2 G BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 3-4-6 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1269/0-5-8 (min. 0-1-8), 11=-631/7-2-0 (min. 0-1-8), 10=1597/7-2-0 (min. 0-1-8) Max Horz 2=99(LC 11) Max Uplift2=-184(LC 8), 11=-631(LC 1), 10=-152(LC 12) Max Grav2=1269(LC 1), 11=140(LC 8), 10=1597(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-15=-3433/483, 3-15=-3425/502, 3-4=-1986/366, 4-5=-1841/385, 7-16=-1867/387, 16-17=-1871/383, 8-17=-1918/378, 8-9=-1941/350, 9-10=-2199/395 BOT CHORD 2-18=-550/3280, 14-18=-550/3280, 14-19=-550/3280, 13-19=-550/3280, 12-13=-370/1867, 12-20=-363/1857, 11-20=-364/1855 WEBS 3-14=0/469, 3-13=-1525/194, 4-13=0/348, 9-11=-461/2490, 5-7=-1871/278 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-8-9, Interior(1) 0-8-9 to 15-8-0, Exterior(2R) 15-8-0 to 18-8-0, Interior(1) 18-8-0 to 23-8-4 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) All plates are MT20 plates unless otherwise indicated. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 184 Ib uplift at joint 2, 631 Ib uplift at joint 11 and 152 Ib 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 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-68, 6-9=-68, 2-10=-20 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 C09 Common 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:19 2021 Page 2 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-WeTNM1 atxfRs4uHXQLzaYYVwBYfgWw6glnrDN5yI Ico LOAD CASE(S) 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-58, 6-9=-58, 2-10=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=53, 2-15=28, 6-15=23, 6-16=33, 9-16=23, 2-10=-12 Horz: 1-2=-65, 2-15=-40, 6-15=-35, 6-16=45, 9-16=35, 9-10=31 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-4=23, 4-6=33, 6-17=23, 9-17=28, 2-10=-12 Horz: 1-2=-30, 2-4=-35, 4-6=-45, 6-17=35, 9-17=40, 9-10=-18 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-19, 2-6=-42, 6-9=-42, 2-10=-20 Horz: 1-2=-9, 2-6=14, 6-9=-14, 9-10=-29 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-6=-42, 6-9=-42, 2-10=-20 Horz: 1-2=9, 2-6=14, 6-9=-14, 9-10=21 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-6=20, 6-9=9, 2-10=-12 Horz: 1-2=-47, 2-6=-32, 6-9=21, 9-10=18 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-6=9, 6-9=20, 2-10=-12 Horz: 1-2=-16, 2-6=-21, 6-9=32, 9-10=-15 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-6=-29, 6-9=-18, 2-10=-20 Horz: 1-2=-5, 2-6=1, 6-9=10, 9-10=7 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-6=-18, 6-9=-29, 2-10=-20 Horz: 1-2=-16, 2-6=-10, 6-9=-1, 9-10=-26 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-6=17, 6-9=17, 2-10=-12 Horz: 1-2=-44, 2-6=-29, 6-9=29, 9-10=23 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-6=7, 6-9=7, 2-10=-12 Horz: 1-2=-34, 2-6=-19, 6-9=19, 9-10=23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-6=-29, 6-9=-29, 2-10=-20 Horz: 1-2=-5, 2-6=1, 6-9=-1, 9-10=12 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-6=-29, 6-9=-29, 2-10=-20 Horz: 1-2=-5, 2-6=1, 6-9=-1, 9-10=12 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-6=-59, 6-9=-50, 2-10=-20 Horz: 1-2=-3, 2-6=1, 6-9=8, 9-10=5 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-6=-50, 6-9=-59, 2-10=-20 Horz: 1-2=-12, 2-6=-8, 6-9=-1, 9-10=-19 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-6=-59, 6-9=-59, 2-10=-20 Horz: 1-2=-3, 2-6=1, 6-9=-1, 9-10=9 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-6=-59, 6-9=-59, 2-10=-20 Horz: 1-2=-3, 2-6=1, 6-9=-1, 9-10=9 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-6=-28, 6-9=-28, 2-10=-12 Horz: 1-2=-16, 2-6=16, 6-9=-16, 9-10=-16 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 C09 Common 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:19 2021 Page 3 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-WeTNM1 atxfRs4uHXQLzaYYVwBYfgWw6glnrDN5yI Ico LOAD CASE(S) 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=4, 6-9=4, 2-10=-12 Horz: 1-6=-16, 6-9=16, 9-10=16 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-68, 6-9=-28, 2-10=-20 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-68, 2-10=-20 25) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-58, 6-9=-28, 2-10=-20 26) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-58, 2-10=-20 27) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 18=-250 28) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 19=-250 29) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 20=-250 30) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 21=-250 31) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 2=-250 32) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 14=-250 33) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 13=-250 34) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 11=-250 35) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-28, 6-9=-28, 2-10=-20 Concentrated Loads (Ib) Vert: 10=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 C10 GABLE 1 1 Job Reference (optional) -2-3-0 2-3-0 5-5-1 5-5-1 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:22 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-wD9W?3cIEapRxM065TWHAA7TbIp_jKvGRI4t_Qyl Icl 10-6-8 15-8-0 16-11-8 5-1-8 I 5-1-8 1-3-8 4x6 = 2x4 I I 5 6 3.00 12 37 e i y `Ir 4x5 3 % I i r , 4x5 r �% i 2 ri Ir, Y Y r Y Y r Y Y Y Y IIII. 8 38 17 39 16 40 15 41 14 42 13 43 12 44 11 45 10 46 9 47 8 48 7 2x6 I1 5x6 = 5x8 = 5x6 = 5-5-1 10-6-8 16-11-8 5-5-1 5-1-8 6-5-0 Scale = 1:38.6 Plate Offsets (X,Y)-- [2:0-2-4,0-2-0], [5:0-2-12,0-1-8], [7:0-3-0,0-3-4], [15:0-3-0,0-2-12], [18:0-3-4,0-1-0], [20:0-1-13,0-0-12] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CSI. TC 0.57 BC 0.18 WB 0.75 Matrix-S DEFL. in (loc) I/defl L/d Vert(LL) 0.00 1 n/r 120 Vert(CT) -0.06 1 n/r 120 Horz(CT) -0.01 12 n/a n/a PLATES GRIP MT20 220/195 Weight: 153 Ib FT = 20% LUMBER - TOP CHORD 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 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 4-10-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-3-4 oc bracing. WEBS 1 Row at midpt 3-12, 5-12, 2-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 16-11-8. (Ib) - Max Horz 18=210(LC 33) Max Uplift All uplift 100 Ib or less atjoint(s) 17, 14, 11, 10, 9, 8 except 18=-1210(LC 27), 7=-1096(LC 30), 15=-632(LC 27), 12=-377(LC 27) Max Gray All reactions 250 Ib or less at joint(s) except 18=1245(LC 44), 7=1117(LC 39), 15=763(LC 32), 12=527(LC 1), 17=270(LC 63), 16=297(LC 64), 14=259(LC 66), 13=297(LC 67), 11=272(LC 69), 10=278(LC 70), 9=277(LC 71), 8=274(LC 72) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1786/1731, 3-4=-1844/1796, 4-37=-465/454, 5-37=-935/990, 5-6=-362/380, 2-18=-1213/1186 BOT CHORD 18-38=-391/259, 17-38=-632/499, 17-39=-665/532, 16-39=-965/832, 16-40=-1309/1162, 15-40=-1653/1520, 15-41=-527/475, 14-41=-371/207, 14-42=-250/192, 13-42=-509/457, 13-43=-827/775, 12-43=-1145/1093, 12-44=-1473/1488, 11-44=-1229/1160, 11-45=-1109/1124, 10-45=-904/957, 10-46=-775/791, 9-46=-583/516, 9-47=-442/457, 7-48=-288/303 WEBS 3-15=-1387/1350, 3-12=-1677/1730, 4-12=-375/254, 5-12=-1554/1506, 2-15=-1835/1921, 5-7=-1188/1209 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -2-3-7 to 0-8-9, Exterior(2N) 0-8-9 to 15-8-0, Corner(3E) 15-8-0 to 16-9-11 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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. Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 C10 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:23 2021 Page 2 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-OPjuCOdO_txlZWblfB1 WiOgeL99DSn9QgPpRWsylIck NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 14, 11, 10, 9, 8 except (jt=lb) 18=1210, 7=1096, 15=632, 12=377. 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 250.0Ib live 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 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag Toads along bottom chord from 0-0-0 to 16-11-8 for 250.0 plf. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 2-5=-68, 5-6=-68, 7-18=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 2-5=-58, 5-6=-58, 7-18=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 2-5=-28, 5-6=-28, 7-18=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=56, 2-5=41, 5-6=41, 7-18=-12 Horz: 1-2=-68, 2-5=-53, 5-6=53, 2-18=19, 6-7=37 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=36, 2-37=41, 5-37=48, 5-6=41, 7-18=-12 Horz: 1-2=-48, 2-37=-53, 5-37=-60, 5-6=53, 2-18=-37, 6-7=-19 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-19, 2-5=-43, 5-6=-43, 7-18=-20 Horz: 1-2=-9, 2-5=15, 5-6=-15, 2-18=-26, 6-7=-30 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-5=-43, 5-6=-43, 7-18=-20 Horz: 1-2=9, 2-5=15, 5-6=-15, 2-18=30, 6-7=26 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-5=20, 5-6=9, 7-18=-12 Horz: 1-2=-47, 2-5=-32, 5-6=21, 2-18=15, 6-7=18 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=9, 5-6=20, 7-18=-12 Horz: 1-2=-16, 2-5=-21, 5-6=32, 2-18=-18, 6-7=-15 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-5=-29, 5-6=-18, 7-18=-20 Horz: 1-2=-5, 2-5=1, 5-6=10, 2-18=26, 6-7=7 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-5=-18, 5-6=-29, 7-18=-20 Horz: 1-2=-16, 2-5=-10, 5-6=-1, 2-18=-7, 6-7=-26 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-5=17, 5-6=17, 7-18=-12 Horz: 1-2=-44, 2-5=-29, 5-6=29, 2-18=-23, 6-7=23 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-5=7, 5-6=7, 7-18=-12 Horz: 1-2=-34, 2-5=-19, 5-6=19, 2-18=-23, 6-7=23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-5=-29, 5-6=-29, 7-18=-20 Horz: 1-2=-5, 2-5=1, 5-6=-1, 2-18=-12, 6-7=12 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-5=-29, 5-6=-29, 7-18=-20 Horz: 1-2=-5, 2-5=1, 5-6=-1, 2-18=-12, 6-7=12 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 2-5=-28, 5-6=-28, 7-18=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-5=-59, 5-6=-50, 7-18=-20 Horz: 1-2=-3, 2-5=1, 5-6=8, 2-18=19, 6-7=5 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-5=-50, 5-6=-59, 7-18=-20 Horz: 1-2=-12, 2-5=-8, 5-6=-1, 2-18=-5, 6-7=-19 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 C10 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:23 2021 Page 3 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-OPjuCOdO_txlZWblfB1 WiOgeL99DSn9QgPpRWsylIck LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-55, 2-5=-59, 5-6=-59, 7-18=-20 Horz: 1-2=-3, 2-5=1, 5-6=-1, 2-18=-9, 6-7=9 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-5=-59, 5-6=-59, 7-18=-20 Horz: 1-2=-3, 2-5=1, 5-6=-1, 2-18=-9, 6-7=9 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=-28, 5-6=-28, 7-18=-12 Horz: 1-2=-16, 2-5=16, 5-6=-16, 2-18=-16, 6-7=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=4, 5-6=4, 7-18=-12 Horz: 1-2=-16, 2-5=-16, 5-6=16, 2-18=16, 6-7=16 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=36, 2-37=104, 5-37=111, 5-6=-21, 7-18=-12 Horz: 1-2=-48, 2-37=947, 5-37=940, 5-6=1053, 2-18=-37, 6-7=-19 Drag: 7-18=-250 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=36, 2-37=-21, 5-37=-14, 5-6=104, 7-18=-12 Horz: 1-2=-48, 2-37=-1053, 5-37=-1060, 5-6=-947, 2-18=-37, 6-7=-19 Drag: 7-18=250 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-37, 2-5=20, 5-6=-105, 7-18=-20 Horz: 1-2=9, 2-5=1015, 5-6=985, 2-18=30, 6-7=26 Drag: 7-18=-250 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-37, 2-5=-105, 5-6=20, 7-18=-20 Horz: 1-2=9, 2-5=-985, 5-6=-1015, 2-18=30, 6-7=26 Drag: 7-18=250 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=35, 2-5=83, 5-6=-53, 7-18=-12 Horz: 1-2=-47, 2-5=968, 5-6=1021, 2-18=15, 6-7=18 Drag: 7-18=-250 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=35, 2-5=-42, 5-6=72, 7-18=-12 Horz: 1-2=-47, 2-5=-1032, 5-6=-979, 2-18=15, 6-7=18 Drag: 7-18=250 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=4, 2-5=72, 5-6=-42, 7-18=-12 Horz: 1-2=-16, 2-5=979, 5-6=1032, 2-18=-18, 6-7=-15 Drag: 7-18=-250 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=4, 2-5=-53, 5-6=83, 7-18=-12 Horz: 1-2=-16, 2-5=-1021, 5-6=-968, 2-18=-18, 6-7=-15 Drag: 7-18=250 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-5=34, 5-6=-80, 7-18=-20 Horz: 1-2=-5, 2-5=1001, 5-6=1010, 2-18=26, 6-7=7 Drag: 7-18=-250 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-5=-91, 5-6=45, 7-18=-20 Horz: 1-2=-5, 2-5=-999, 5-6=-990, 2-18=26, 6-7=7 Drag: 7-18=250 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-12, 2-5=45, 5-6=-91, 7-18=-20 Horz: 1-2=-16, 2-5=990, 5-6=999, 2-18=-7, 6-7=-26 Drag: 7-18=-250 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-12, 2-5=-80, 5-6=34, 7-18=-20 Horz: 1-2=-16, 2-5=-1010, 5-6=-1001, 2-18=-7, 6-7=-26 Drag: 7-18=250 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 C10 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:23 2021 Page 4 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-OPjuCOdO_txlZWblfB1 WiOgeL99DSn9QgPpRWsylIck LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=32, 2-5=80, 5-6=-45, 7-18=-12 Horz: 1-2=-44, 2-5=971, 5-6=1029, 2-18=-23, 6-7=23 Drag: 7-18=-250 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=32, 2-5=-45, 5-6=80, 7-18=-12 Horz: 1-2=-44, 2-5=-1029, 5-6=-971, 2-18=-23, 6-7=23 Drag: 7-18=250 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=22, 2-5=69, 5-6=-56, 7-18=-12 Horz: 1-2=-34, 2-5=981, 5-6=1019, 2-18=-23, 6-7=23 Drag: 7-18=-250 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=22, 2-5=-56, 5-6=69, 7-18=-12 Horz: 1-2=-34, 2-5=-1019, 5-6=-981, 2-18=-23, 6-7=23 Drag: 7-18=250 39) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-5=34, 5-6=-91, 7-18=-20 Horz: 1-2=-5, 2-5=1001, 5-6=999, 2-18=-12, 6-7=12 Drag: 7-18=-250 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-5=-91, 5-6=34, 7-18=-20 Horz: 1-2=-5, 2-5=-999, 5-6=-1001, 2-18=-12, 6-7=12 Drag: 7-18=250 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-5=34, 5-6=-91, 7-18=-20 Horz: 1-2=-5, 2-5=1001, 5-6=999, 2-18=-12, 6-7=12 Drag: 7-18=-250 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-5=-91, 5-6=34, 7-18=-20 Horz: 1-2=-5, 2-5=-999, 5-6=-1001, 2-18=-12, 6-7=12 Drag: 7-18=250 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 2-5=35, 5-6=-91, 7-18=-20 Horz: 2-5=1000, 5-6=1000 Drag: 7-18=-250 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 2-5=-91, 5-6=35, 7-18=-20 Horz: 2-5=-1000, 5-6=-1000 Drag: 7-18=250 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 2-5=46, 5-6=-79, 7-18=-12 Horz: 2-5=1000, 5-6=1000 Drag: 7-18=-250 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 2-5=-79, 5-6=46, 7-18=-12 Horz: 2-5=-1000, 5-6=-1000 Drag: 7-18=250 47) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 2-5=-68, 5-6=-28, 7-18=-20 48) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-28, 2-5=-28, 5-6=-68, 7-18=-20 49) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 2-5=-58, 5-6=-28, 7-18=-20 50) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-28, 2-5=-28, 5-6=-58, 7-18=-20 51) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-5=-28, 5-6=-28, 7-18=-20 Concentrated Loads (lb) Vert: 38=-250 52) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 5 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 C10 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:23 2021 Page 5 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-OPjuCOdO_txlZWblfB1 WiOgeL99DSn9QgPpRWsylIck LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-28, 2-5=-28, 5-6=-28, 7-18=-20 Concentrated Loads (Ib) Vert: 39=-250 53) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-5=-28, 5-6=-28, 7-18=-20 Concentrated Loads (Ib) Vert: 40=-250 54) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-5=-28, 5-6=-28, 7-18=-20 Concentrated Loads (Ib) Vert: 41=-250 55) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-5=-28, 5-6=-28, 7-18=-20 Concentrated Loads (Ib) Vert: 42=-250 56) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-5=-28, 5-6=-28, 7-18=-20 Concentrated Loads (Ib) Vert: 43=-250 57) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-5=-28, 5-6=-28, 7-18=-20 Concentrated Loads (Ib) Vert: 44=-250 58) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-5=-28, 5-6=-28, 7-18=-20 Concentrated Loads (Ib) Vert: 45=-250 59) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-5=-28, 5-6=-28, 7-18=-20 Concentrated Loads (Ib) Vert: 46=-250 60) 10th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-5=-28, 5-6=-28, 7-18=-20 Concentrated Loads (Ib) Vert: 47=-250 61) 11th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-5=-28, 5-6=-28, 7-18=-20 Concentrated Loads (Ib) Vert: 48=-250 62) 12th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-5=-28, 5-6=-28, 7-18=-20 Concentrated Loads (Ib) Vert: 18=-250 63) 13th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-5=-28, 5-6=-28, 7-18=-20 Concentrated Loads (Ib) Vert: 17=-250 64) 14th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-5=-28, 5-6=-28, 7-18=-20 Concentrated Loads (Ib) Vert: 16=-250 65) 15th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-5=-28, 5-6=-28, 7-18=-20 Concentrated Loads (Ib) Vert: 15=-250 66) 16th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-5=-28, 5-6=-28, 7-18=-20 Concentrated Loads (Ib) Vert: 14=-250 67) 17th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-5=-28, 5-6=-28, 7-18=-20 Continued on page 6 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 C10 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:23 2021 Page 6 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-OPjuCOdO_txlZWblfB1 WiOgeL99DSn9QgPpRWsylIck LOAD CASE(S) Concentrated Loads (Ib) Vert: 13=-250 68) 18th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-5=-28, 5-6=-28, 7-18=-20 Concentrated Loads (Ib) Vert: 12=-250 69) 19th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-5=-28, 5-6=-28, 7-18=-20 Concentrated Loads (Ib) Vert: 11=-250 70) 20th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-5=-28, 5-6=-28, 7-18=-20 Concentrated Loads (Ib) Vert: 10=-250 71) 21 st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-5=-28, 5-6=-28, 7-18=-20 Concentrated Loads (Ib) Vert: 9=-250 72) 22nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-5=-28, 5-6=-28, 7-18=-20 Concentrated Loads (Ib) Vert: 8=-250 73) 23rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-5=-28, 5-6=-28, 7-18=-20 Concentrated Loads (Ib) Vert: 7=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 D01 Hip Girder 1 2 Job Reference (optional) -2-3-0 2-3-0 c1 4x5 2 4-1-13 4-1-13 3.00 12 3x4 3 8-0-0 3-10-4 5x6 = W Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:24 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-tbHGPke01B39AgAUCuZI FbDgnZRFBEKZu3Z_2Jyl Icj 12-11-15 16-10-3 21-0-0 23-3-0 4-11-15 3-10-4 4-1-13 2-3-0 4x5 = 5 3x4 4x5 15 2x6 = 17 14 18 13 19 12 11 5x6 = 3x4 = 4x6 = 3x10 = 20 10 5x6 = 4-1-13 8-0-0 12-11-15 16-10-3 4-1-13 3-10-4 4-11-15 3-10-4 21 21-0-0 4-1-13 2x6 = Scale = 1:41.4 Camber = 3/16 in 8 Plate Offsets (X,Y)-- [2:0-2-4,0-2-0], [4:0-3-0,0-1-12], [7:0-2-4,0-2-0], [9:0-3-8,0-1-0], [10:0-3-0,0-2-4], [14:0-3-0,0-2-4], [15:0-3-8,0-1-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2018/TP12014 CSI. TC 0.46 BC 0.39 WB 0.76 Matrix-S DEFL. in (loc) I/defl L/d Vert(LL)-0.0711-13 >999 240 Vert(CT) -0.23 11-13 >999 180 Horz(CT) 0.04 9 n/a n/a PLATES GRIP MT20 220/195 Weight: 246 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1 &Btr G BOT CHORD 2x6 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G REACTIONS. (Ib/size) 15=2177/0-7-0 (min. 0-1-8), 9=2177/0-7-0 (min. 0-1-8) Max Horz 15=-58(LC 6) Max Upliftl5=-334(LC 4), 9=-334(LC 5) Max Gray 15=2267(LC 15), 9=2266(LC 15) BRACING - TOP CHORD BOT CHORD FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-4020/512, 3-4=-4956/789, 4-16=-4812/791, 5-16=-4812/791, 5-6=-4939/785, 6-7=-4028/515, 2-15=-2083/375, 7-9=-2085/375 BOT CHORD 15-17=-5/300, 14-17=-5/300, 14-18=-467/3867, 13-18=-467/3867, 13-19=-728/4838, 12-19=-728/4838, 11-12=-728/4838, 11-20=-458/3875, 10-20=-458/3875, 10-21=-15/289, 9-21=-15/289 WEBS 3-14=-768/232, 3-13=-300/1101, 4-13=-226/264, 5-11=-231/279, 6-11=-293/1073, 6-10=-751/228, 2-14=-501 /3682, 7-10=-503/3691 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. Rigid ceiling directly applied or 10-0-0 oc bracing. 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. Webs 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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) Bearing at joint(s) 15, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=Ib) 15=334 , 9=334. 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 250.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) Girder carries hip end with 8-0-1 right side setback, 8-0-0 left side setback, and 8-0-1 end setback. Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 DO1 Hip Girder 1 2 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:24 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-tbHGPke01B39AgAUCuZI FbDgnZRFBEKZu3Z_2Jyl Icj NOTES- 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 768 Ib down and 250 Ib up at 12-11-15, and 768 Ib down and 250 Ib up at 8-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 2-4=-68, 4-5=-160, 5-7=-68, 7-8=-68, 9-15=-47(F=-27) Concentrated Loads (Ib) Vert: 4=-590 5=-590 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 2-4=-58, 4-5=-137, 5-7=-58, 7-8=-58, 9-15=-47(F=-27) Concentrated Loads (Ib) Vert: 4=-503 5=-503 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-5=-66, 5-7=-28, 7-8=-28, 9-15=-67(F=-27) Concentrated Loads (Ib) Vert: 4=-243 5=-243 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-4=20, 4-16=65, 5-16=50, 5-7=9, 7-8=4, 9-15=-28(F=-16) Horz: 1-2=-47, 2-4=-32, 5-7=21, 7-8=16, 2-15=15, 7-9=18 Concentrated Loads (Ib) Vert: 4=250 5=250 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=9, 4-16=50, 5-16=65, 5-7=20, 7-8=35, 9-15=-28(F=-16) Horz: 1-2=-16, 2-4=-21, 5-7=32, 7-8=47, 2-15=-18, 7-9=-15 Concentrated Loads (Ib) Vert: 4=250 5=250 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-5=-107, 5-7=-18, 7-8=-12, 9-15=-47(F=-27) Horz: 1-2=-5, 2-4=1, 5-7=10, 7-8=16, 2-15=26, 7-9=7 Concentrated Loads (Ib) Vert: 4=-597 5=-597 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-4=-18, 4-5=-107, 5-7=-29, 7-8=-23, 9-15=-47(F=-27) Horz: 1-2=-16, 2-4=-10, 5-7=-1, 7-8=5, 2-15=-7, 7-9=-26 Concentrated Loads (Ib) Vert: 4=-597 5=-597 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-4=17, 4-5=56, 5-7=17, 7-8=32, 9-15=-28(F=-16) Horz: 1-2=-44, 2-4=-29, 5-7=29, 7-8=44, 2-15=-23, 7-9=23 Concentrated Loads (Ib) Vert: 4=250 5=250 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-4=7, 4-5=46, 5-7=7, 7-8=22, 9-15=-28(F=-16) Horz: 1-2=-34, 2-4=-19, 5-7=19, 7-8=34, 2-15=-23, 7-9=23 Concentrated Loads (Ib) Vert: 4=250 5=250 10) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-5=-107, 5-7=-29, 7-8=-23, 9-15=-47(F=-27) Horz: 1-2=-5, 2-4=1, 5-7=-1, 7-8=5, 2-15=-12, 7-9=12 Concentrated Loads (Ib) Vert: 4=-597 5=-597 11) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-5=-107, 5-7=-29, 7-8=-23, 9-15=-47(F=-27) Horz: 1-2=-5, 2-4=1, 5-7=-1, 7-8=5, 2-15=-12, 7-9=12 Concentrated Loads (Ib) Vert: 4=-597 5=-597 12) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-5=-66, 5-7=-28, 7-8=-28, 9-15=-47(F=-27) Concentrated Loads (Ib) Vert: 4=-243 5=-243 13) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-5=-167, 5-7=-50, 7-8=-46, 9-15=-47(F=-27) Horz: 1-2=-3, 2-4=1, 5-7=8, 7-8=12, 2-15=19, 7-9=5 Concentrated Loads (Ib) Vert: 4=-768 5=-768 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 D01 Hip Girder 1 2 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:24 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-tbHGPke01B39AgAUCuZI FbDgnZRFBEKZu3Z_2Jyl Icj LOAD CASE(S) 14) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-4=-50, 4-5=-167, 5-7=-59, 7-8=-55, 9-15=-47(F=-27) Horz: 1-2=-12, 2-4=-8, 5-7=-1, 7-8=3, 2-15=-5, 7-9=-19 Concentrated Loads (Ib) Vert: 4=-768 5=-768 15) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-5=-167, 5-7=-59, 7-8=-55, 9-15=-47(F=-27) Horz: 1-2=-3, 2-4=1, 5-7=-1, 7-8=3, 2-15=-9, 7-9=9 Concentrated Loads (Ib) Vert: 4=-768 5=-768 16) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-5=-167, 5-7=-59, 7-8=-55, 9-15=-47(F=-27) Horz: 1-2=-3, 2-4=1, 5-7=-1, 7-8=3, 2-15=-9, 7-9=9 Concentrated Loads (Ib) Vert: 4=-768 5=-768 17) Dead + 0.6 MWFRS Wind Min. Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-4=-14, 4-5=-97, 5-7=-12, 7-8=-12, 9-15=-39(F=-27) Horz: 2-4=2, 2-15=16 Concentrated Loads (Ib) Vert: 4=-547 5=-547 18) Dead + 0.6 MWFRS Wind Min. Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-4=-12, 4-5=-97, 5-7=-14, 7-8=-12, 9-15=-39(F=-27) Horz: 5-7=-2, 7-9=-16 Concentrated Loads (Ib) Vert: 4=-547 5=-547 19) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 2-4=-68, 4-5=-160, 5-7=-28, 7-8=-28, 9-15=-47(F=-27) Concentrated Loads (Ib) Vert: 4=-590 5=-590 20) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-5=-160, 5-7=-68, 7-8=-68, 9-15=-47(F=-27) Concentrated Loads (Ib) Vert: 4=-590 5=-590 21) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 2-4=-58, 4-5=-137, 5-7=-28, 7-8=-28, 9-15=-47(F=-27) Concentrated Loads (Ib) Vert: 4=-503 5=-503 22) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-5=-137, 5-7=-58, 7-8=-58, 9-15=-47(F=-27) Concentrated Loads (Ib) Vert: 4=-503 5=-503 23) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-5=-120, 5-7=-28, 7-8=-28, 9-15=-47(F=-27) Concentrated Loads (Ib) Vert: 4=-590 5=-590 17=-250 24) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-5=-120, 5-7=-28, 7-8=-28, 9-15=-47(F=-27) Concentrated Loads (Ib) Vert: 4=-590 5=-590 18=-250 25) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-5=-120, 5-7=-28, 7-8=-28, 9-15=-47(F=-27) Concentrated Loads (Ib) Vert: 4=-590 5=-590 19=-250 26) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-5=-120, 5-7=-28, 7-8=-28, 9-15=-47(F=-27) Concentrated Loads (Ib) Vert: 4=-590 5=-590 20=-250 27) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-5=-120, 5-7=-28, 7-8=-28, 9-15=-47(F=-27) Concentrated Loads (Ib) Vert: 4=-590 5=-590 21=-250 28) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-5=-120, 5-7=-28, 7-8=-28, 9-15=-47(F=-27) Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 DO1 Hip Girder 1 2 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:24 2021 Page 4 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-tbHGPke01B39AgAUCuZI FbDgnZRFBEKZu3Z_2Jyl Icj LOAD CASE(S) Concentrated Loads (Ib) Vert: 4=-590 5=-590 15=-250 29) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pif) Vert: 1-2=-28, 2-4=-28, 4-5=-120, 5-7=-28, 7-8=-28, 9-15=-47(F=-27) Concentrated Loads (Ib) Vert: 4=-590 5=-590 14=-250 30) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pif) Vert: 1-2=-28, 2-4=-28, 4-5=-120, 5-7=-28, 7-8=-28, 9-15=-47(F=-27) Concentrated Loads (Ib) Vert: 4=-590 5=-590 13=-250 31) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pif) Vert: 1-2=-28, 2-4=-28, 4-5=-120, 5-7=-28, 7-8=-28, 9-15=-47(F=-27) Concentrated Loads (Ib) Vert: 4=-590 5=-590 11=-250 32) 10th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pif) Vert: 1-2=-28, 2-4=-28, 4-5=-120, 5-7=-28, 7-8=-28, 9-15=-47(F=-27) Concentrated Loads (Ib) Vert: 4=-590 5=-590 10=-250 33) 11th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pif) Vert: 1-2=-28, 2-4=-28, 4-5=-120, 5-7=-28, 7-8=-28, 9-15=-47(F=-27) Concentrated Loads (Ib) Vert: 4=-590 5=-590 9=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 D02 Hip 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:26 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-p_POgQfGHoKtQzKtKJbDK019ON5Bf6JsMN257Byl Ich -2-3-0 2-3-0 13 3x6 = 5-1-12 5-1-12 3.00 12 10-0-0 0-11-1 15-10-3 21-0-0 23-3-0 4-10-3 -11-16 4-10-4 5-1-13 2-3-0 4x5 = 4 5x6 = 18 12 19 11 10 20 7-1-3 3x10 = 13-10-13 3x6 = 3x4 = 7-1-3 6-9-10 1 9 3x6 = 21-0-0 7-1-3 Scale = 1:41.4 Camber = 3/16 in Plate Offsets (X,Y)-- [5:0-3-0,0-1-12], [9:0-2-12,0-1-8], [12:0-2-5,0-1-8], [13:0-2-12,0-1-8] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CSI. TC 0.51 BC 0.55 WB 0.85 Matrix-S DEFL. in (loc) I/defl L/d Vert(LL)-0.2210-12 >999 240 Vert(CT) -0.39 10-12 >636 180 Horz(CT) 0.07 9 n/a n/a PLATES GRIP MT20 220/195 Weight: 108 Ib FT = 20% LUMBER - TOP CHORD 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 REACTIONS. (Ib/size) 13=1076/0-7-0 (min. 0-1-8), 9=1076/0-7-0 (min. 0-1-8) Max Horz 13=-66(LC 10) Max Upliftl3=-142(LC 8), 9=-142(LC 9) BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 5-1-4 oc purlins, except end verticals, and 2-0-0 oc purlins (5-8-5 max.): 4-5. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 3-15=-1560/282, 4-15=-1519/294, 4-5=-1341/342, 5-16=-1515/285, 6-16=-1557/272, 2-13=-360/188, 7-9=-360/188 BOT CHORD 13-18=-271/1492, 12-18=-271/1492, 12-19=-192/1337, 11-19=-192/1337, 10-11=-192/1337, 10-20=-227/1491, 9-20=-227/1491 WEBS 4-12=0/285, 5-10=0/399, 3-13=-1584/312, 6-9=-1582/321 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-8-9, Interior(1) 0-8-9 to 10-0-0, Exterior(2E) 10-0-0 to 10-11-15, Exterior(2R) 10-11-15 to 15-2-14, Interior(1) 15-2-14 to 23-3-7 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) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 Ib uplift at joint(s) except (jt=Ib) 13=142, 9=142. 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 250.0lb live 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. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 2-4=-68, 4-5=-68, 5-7=-68, 7-8=-68, 9-13=-20 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 D02 Hip 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:26 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-p_POgQfGHoKtQzKtKJbDK019ON5Bf6JsMN257By1 Ich LOAD CASE(S) 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 2-4=-58, 4-5=-58, 5-7=-58, 7-8=-58, 9-13=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-5=-28, 5-7=-28, 7-8=-28, 9-13=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=53, 2-14=30, 4-14=23, 4-5=30, 5-16=36, 7-16=23, 7-8=18, 9-13=-12 Horz: 1-2=-65, 2-14=-42, 4-14=-35, 5-16=48, 7-16=35, 7-8=30, 2-13=18, 7-9=32 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-15=23, 4-15=36, 4-5=36, 5-17=23, 7-17=30, 7-8=53, 9-13=-12 Horz: 1-2=-30, 2-15=-35, 4-15=-48, 5-17=35, 7-17=42, 7-8=65, 2-13=-32, 7-9=-18 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-19, 2-4=-42, 4-5=-42, 5-7=-42, 7-8=-37, 9-13=-20 Horz: 1-2=-9, 2-4=14, 5-7=-14, 7-8=-9, 2-13=-21, 7-9=-29 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-4=-42, 4-5=-42, 5-7=-42, 7-8=-19, 9-13=-20 Horz: 1-2=9, 2-4=14, 5-7=-14, 7-8=9, 2-13=29, 7-9=21 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-4=20, 4-5=11, 5-7=9, 7-8=4, 9-13=-12 Horz: 1-2=-47, 2-4=-32, 5-7=21, 7-8=16, 2-13=15, 7-9=18 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=9, 4-5=11, 5-7=20, 7-8=35, 9-13=-12 Horz: 1-2=-16, 2-4=-21, 5-7=32, 7-8=47, 2-13=-18, 7-9=-15 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-5=-29, 5-7=-18, 7-8=-12, 9-13=-20 Horz: 1-2=-5, 2-4=1, 5-7=10, 7-8=16, 2-13=26, 7-9=7 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-4=-18, 4-5=-29, 5-7=-29, 7-8=-23, 9-13=-20 Horz: 1-2=-16, 2-4=-10, 5-7=-1, 7-8=5, 2-13=-7, 7-9=-26 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-4=17, 4-5=17, 5-7=17, 7-8=32, 9-13=-12 Horz: 1-2=-44, 2-4=-29, 5-7=29, 7-8=44, 2-13=-23, 7-9=23 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-4=7, 4-5=7, 5-7=7, 7-8=22, 9-13=-12 Horz: 1-2=-34, 2-4=-19, 5-7=19, 7-8=34, 2-13=-23, 7-9=23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-5=-29, 5-7=-29, 7-8=-23, 9-13=-20 Horz: 1-2=-5, 2-4=1, 5-7=-1, 7-8=5, 2-13=-12, 7-9=12 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-5=-29, 5-7=-29, 7-8=-23, 9-13=-20 Horz: 1-2=-5, 2-4=1, 5-7=-1, 7-8=5, 2-13=-12, 7-9=12 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-5=-28, 5-7=-28, 7-8=-28, 9-13=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-5=-59, 5-7=-50, 7-8=-46, 9-13=-20 Horz: 1-2=-3, 2-4=1, 5-7=8, 7-8=12, 2-13=19, 7-9=5 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-4=-50, 4-5=-59, 5-7=-59, 7-8=-55, 9-13=-20 Horz: 1-2=-12, 2-4=-8, 5-7=-1, 7-8=3, 2-13=-5, 7-9=-19 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-5=-59, 5-7=-59, 7-8=-55, 9-13=-20 Horz: 1-2=-3, 2-4=1, 5-7=-1, 7-8=3, 2-13=-9, 7-9=9 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-5=-59, 5-7=-59, 7-8=-55, 9-13=-20 Horz: 1-2=-3, 2-4=1, 5-7=-1, 7-8=3, 2-13=-9, 7-9=9 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=-28, 4-5=-28, 5-7=-28, 7-8=-28, 9-13=-12 Horz: 1-2=-16, 2-4=16, 5-7=-16, 7-8=-16, 2-13=-16, 7-9=-16 Continued on page 3 Job truss truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 D02 Hip 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:26 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-p_POgQfGHoKtQzKtKJbDK019ON5Bf6JsMN257By1Ich LOAD CASE(S) 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=4, 4-5=4, 5-7=4, 7-8=4, 9-13=-12 Horz: 1-2=-16, 2-4=-16, 5-7=16, 7-8=16, 2-13=16, 7-9=16 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 2-4=-68, 4-5=-68, 5-7=-28, 7-8=-28, 9-13=-20 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-5=-68, 5-7=-68, 7-8=-68, 9-13=-20 25) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 2-4=-58, 4-5=-58, 5-7=-28, 7-8=-28, 9-13=-20 26) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-5=-58, 5-7=-58, 7-8=-58, 9-13=-20 27) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-5=-28, 5-7=-28, 7-8=-28, 9-13=-20 Concentrated Loads (Ib) Vert: 18=-250 28) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-5=-28, 5-7=-28, 7-8=-28, 9-13=-20 Concentrated Loads (Ib) Vert: 19=-250 29) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-5=-28, 5-7=-28, 7-8=-28, 9-13=-20 Concentrated Loads (Ib) Vert: 20=-250 30) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-5=-28, 5-7=-28, 7-8=-28, 9-13=-20 Concentrated Loads (Ib) Vert: 13=-250 31) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-5=-28, 5-7=-28, 7-8=-28, 9-13=-20 Concentrated Loads (Ib) Vert: 12=-250 32) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-5=-28, 5-7=-28, 7-8=-28, 9-13=-20 Concentrated Loads (Ib) Vert: 10=-250 33) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-5=-28, 5-7=-28, 7-8=-28, 9-13=-20 Concentrated Loads (Ib) Vert: 9=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 D03 Common 2 1 Job Reference (optional) -2-3-0 2-3-0 1 2x6 11 2 13 12 3x6 = 5-6-0 5-6-0 3.00 12 4x5 3 1 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:27 2021 Page 1 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-HAyP2mgu26Sk17u3u16StErLDmRXOYy?b1 nefdyllcg 10-6-0 15-6-0 21-0-0 23-3-0 5-0-0 5-0-0 1 5-6-0 1 2-3-0 1 4x5 = 4 14 15 4x5 5 17 11 18 10 9 19 7-0-0 3x4 = 14-0-0 3x6 = 3x4 = 21-0-0 2x6 I I 16 6 8 3x6 = 7-0-0 7-0-0 7-0-0 Scale = 1:40.1 Camber = 3/16 in N Plate Offsets (X,Y)-- [5:0-0-0,0-0-0], [6:0-0-0,0-0-0], [8:0-2-12,0-1-8], [12:0-2-12,0-1-8] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CSI. TC 0.51 BC 0.54 WB 0.96 Matrix-S DEFL. in (loc) I/defl L/d Vert(LL) -0.22 9-11 >999 240 Vert(CT) -0.40 9-11 >614 180 Horz(CT) 0.07 8 n/a n/a PLATES GRIP MT20 220/195 Weight: 103 Ib FT = 20% LUMBER - TOP CHORD 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 REACTIONS. (Ib/size) 12=1076/0-7-0 (min. 0-1-8), 8=1076/0-7-0 (min. 0-1-8) Max Horz 12=-68(LC 10) Max Upliftl2=-144(LC 8), 8=-144(LC 9) BRACING - TOP CHORD BOT CHORD FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 3-14=-1563/253, 4-14=-1519/262, 4-15=-1520/262, 5-15=-1564/253, 2-12=-378/194, 6-8=-378/194 BOT CHORD 12-17=-225/1517, 11-17=-225/1517, 11-18=-156/1275, 10-18=-156/1275, 9-10=-156/1275, 9-19=-190/1518, 8-19=-190/1518 WEBS 4-11=-6/453, 4-9=-7/453, 3-12=-1580/288, 5-8=-1581/288 Structural wood sheathing directly applied or 5-1-5 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-8-9, Interior(1) 0-8-9 to 10-6-0, Exterior(2R) 10-6-0 to 13-6-0, Interior(1) 13-6-0 to 23-3-7 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) except (jt=Ib) 12=144, 8=144. 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 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 2-4=-68, 4-6=-68, 6-7=-68, 8-12=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 2-4=-58, 4-6=-58, 6-7=-58, 8-12=-20 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 D03 Common 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:27 2021 Page 2 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-HAyP2mgu26Sk17u3u16StErLDmRXOYy?b1 nefdyllcg LOAD CASE(S) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-6=-28, 6-7=-28, 8-12=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=53, 2-13=30, 4-13=23, 4-15=36, 6-15=23, 6-7=18, 8-12=-12 Horz: 1-2=-65, 2-13=-42, 4-13=-35, 4-15=48, 6-15=35, 6-7=30, 2-12=18, 6-8=32 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-14=23, 4-14=36, 4-16=23, 6-16=30, 6-7=53, 8-12=-12 Horz: 1-2=-30, 2-14=-35, 4-14=-48, 4-16=35, 6-16=42, 6-7=65, 2-12=-32, 6-8=-18 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-19, 2-4=-42, 4-6=-42, 6-7=-37, 8-12=-20 Horz: 1-2=-9, 2-4=14, 4-6=-14, 6-7=-9, 2-12=-21, 6-8=-29 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-4=-42, 4-6=-42, 6-7=-19, 8-12=-20 Horz: 1-2=9, 2-4=14, 4-6=-14, 6-7=9, 2-12=29, 6-8=21 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-4=20, 4-6=9, 6-7=4, 8-12=-12 Horz: 1-2=-47, 2-4=-32, 4-6=21, 6-7=16, 2-12=15, 6-8=18 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=9, 4-6=20, 6-7=35, 8-12=-12 Horz: 1-2=-16, 2-4=-21, 4-6=32, 6-7=47, 2-12=-18, 6-8=-15 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-6=-18, 6-7=-12, 8-12=-20 Horz: 1-2=-5, 2-4=1, 4-6=10, 6-7=16, 2-12=26, 6-8=7 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-4=-18, 4-6=-29, 6-7=-23, 8-12=-20 Horz: 1-2=-16, 2-4=-10, 4-6=-1, 6-7=5, 2-12=-7, 6-8=-26 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-4=17, 4-6=17, 6-7=32, 8-12=-12 Horz: 1-2=-44, 2-4=-29, 4-6=29, 6-7=44, 2-12=-23, 6-8=23 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-4=7, 4-6=7, 6-7=22, 8-12=-12 Horz: 1-2=-34, 2-4=-19, 4-6=19, 6-7=34, 2-12=-23, 6-8=23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-6=-29, 6-7=-23, 8-12=-20 Horz: 1-2=-5, 2-4=1, 4-6=-1, 6-7=5, 2-12=-12, 6-8=12 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-6=-29, 6-7=-23, 8-12=-20 Horz: 1-2=-5, 2-4=1, 4-6=-1, 6-7=5, 2-12=-12, 6-8=12 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-6=-28, 6-7=-28, 8-12=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-6=-50, 6-7=-46, 8-12=-20 Horz: 1-2=-3, 2-4=1, 4-6=8, 6-7=12, 2-12=19, 6-8=5 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-4=-50, 4-6=-59, 6-7=-55, 8-12=-20 Horz: 1-2=-12, 2-4=-8, 4-6=-1, 6-7=3, 2-12=-5, 6-8=-19 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-6=-59, 6-7=-55, 8-12=-20 Horz: 1-2=-3, 2-4=1, 4-6=-1, 6-7=3, 2-12=-9, 6-8=9 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-6=-59, 6-7=-55, 8-12=-20 Horz: 1-2=-3, 2-4=1, 4-6=-1, 6-7=3, 2-12=-9, 6-8=9 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=-28, 4-6=-28, 6-7=-28, 8-12=-12 Horz: 1-2=-16, 2-4=16, 4-6=-16, 6-7=-16, 2-12=-16, 6-8=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 D03 Common 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:27 2021 Page 3 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-HAyP2mgu26Sk17u3u16StErLDmRXOYy?b1 nefdyllcg LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=4, 2-4=4, 4-6=4, 6-7=4, 8-12=-12 Horz: 1-2=-16, 2-4=-16, 4-6=16, 6-7=16, 2-12=16, 6-8=16 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 2-4=-68, 4-6=-28, 6-7=-28, 8-12=-20 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-6=-68, 6-7=-68, 8-12=-20 25) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 2-4=-58, 4-6=-28, 6-7=-28, 8-12=-20 26) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-6=-58, 6-7=-58, 8-12=-20 27) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-6=-28, 6-7=-28, 8-12=-20 Concentrated Loads (Ib) Vert: 17=-250 28) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-6=-28, 6-7=-28, 8-12=-20 Concentrated Loads (Ib) Vert: 18=-250 29) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-6=-28, 6-7=-28, 8-12=-20 Concentrated Loads (Ib) Vert: 19=-250 30) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-6=-28, 6-7=-28, 8-12=-20 Concentrated Loads (Ib) Vert: 12=-250 31) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-6=-28, 6-7=-28, 8-12=-20 Concentrated Loads (Ib) Vert: 11=-250 32) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-6=-28, 6-7=-28, 8-12=-20 Concentrated Loads (Ib) Vert: 9=-250 33) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-6=-28, 6-7=-28, 8-12=-20 Concentrated Loads (Ib) Vert: 8=-250 Job truss truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 D04 GABLE 1 1 Job Reference (optional) 2-3-0 2-3-0 u: 1 10-6-0 5-0-0 ST7 2x4 = 4x5 = 4 ST7 5-6-0 5-6-0 3.00 12 3x4 II 2 4x5 3 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:31 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-9yCvt8jP6LyAWICg7sBO14?3fOriKTabVflsoPyl Icc 15-6-0 21-0-0 24-9-4 28-10-0 31-1-0 5-0-0 5-6-0 3-9-4 4-0-13 I 2-3-0 55 5x6 5 56 57 58 59 24 60 61 62 18 63 64 65 66 67 28 27 26 25 23 22 21 20 19 17 16 15 3x4 = 3x4 = 5x6 = 3x4 = 4 3x6 6 3x4 3x10 // ST16 3x4 ST17 4x8 II 8 W8 IYYYYYY v Yv vYYYYYYYYYYYYYYYYY Y Y Y Y YYYYYY Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y YY YYY le le 7-0-0 14-0-0 21-0-0 7-0-0 7-0-0 7-0-0 13 3x4 = 24-9-4 3-9-4 12 11 4x5 = 28-10-0 4-0-13 10 2x4 II Scale = 1:54.0 Plate Offsets (X,Y)--[2:0-2-11,0-0-1], [4:0-2-0,0-0-4], [5:0-3-0,0-3-0], [7:0-5-4,0-1-0], [8:0-6-0,0-2-0], [20:0-3-0,0-3-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CSI. TC 0.29 BC 0.33 WB 0.40 Matrix-S DEFL. in (loc) I/defl L/d Vert(LL) 0.00 8 n/r 120 Vert(CT) -0.06 9 n/r 120 Horz(CT) 0.01 21 n/a n/a PLATES GRIP MT20 220/195 Weight: 190 Ib FT = 20% LUMBER - TOP CHORD 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 *Except* B3: 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud 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 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 13-14. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 28-10-0. (Ib) - Max Horz 2=-89(LC 31) Max Uplift All uplift 100 Ib or less at joint(s) 13, 22, 23, 26, 19, 16 except 10=-355(LC 30), 24=-428(LC 27), 18=-469(LC 30), 14=-449(LC 30), 11=-173(LC 30), 2=-162(LC 27), 28=-257(LC 27), 12=-143(LC 68) Max Gray All reactions 250 Ib or less at joint(s) 13 except 10=424(LC 85), 24=554(LC 32), 18=579(LC 39), 14=528(LC 39), 11=443(LC 68), 2=337(LC 1), 28=305(LC 32), 21=296(LC 76), 22=270(LC 75), 23=270(LC 74), 25=286(LC 72), 26=267(LC 71), 27=296(LC 70), 19=294(LC 77), 17=288(LC 79), 16=264(LC 80), 15=300(LC 81), 12=270(LC 83) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-551/635, 4-54=-394/532, 4-55=-369/497, 5-6=-407/484, 6-7=-449/460, 7-8=-528/523, 8-10=-357/372 BOT CHORD 28-56=-583/657, 27-56=-476/517, 27-57=-354/412, 26-57=-285/343, 26-58=-201/274, 24-60=-348/427, 23-60=-270/349, 23-61=-261/341, 22-61=-189/269, 19-20=-275/354, 19-63=-283/363, 18-63=-353/433, 16-65=-234/316, 16-66=-317/377, 15-66=-386/455, 15-67=-524/550, 14-67=-635/730, 6-14=-338/156, 13-68=-309/304, 11-70=-373/412 WEBS 3-24=-366/286, 4-24=-731/673, 4-18=-724/663, 5-18=-398/219, 5-14=-553/530, 7-13=-396/378, 7-11=-397/331, 3-28=-677/648, 8-11=-467/451 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -2-3-7 to 0-8-9, Exterior(2N) 0-8-9 to 10-6-0, Corner(3R) 10-6-0 to 13-6-0, Exterior(2N) 13-6-0 to 31-1-7 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Continued on page Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 D04 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:32 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-e8mH5Tk1 te408un 1 gaidaHYEPnBx3wpkkJVPKryI Icb NOTES- 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Bearing at joint(s) 14, 2 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 Ib uplift at joint(s) 13, 22, 23, 26, 19, 16 except (jt=lb) 10=355, 24=428, 18=469, 14=449, 11=173, 2=162, 28=257, 12=143. 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 24, 18, 2, 28, 21, 22, 23, 25, 26, 27, 19, 17, 16, 15. 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 250.0Ib live 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 3000 Ib. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 28-10-0 for 104.0 plf. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 2-4=-68, 4-8=-68, 8-9=-68, 14-28=-20, 10-13=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 2-4=-58, 4-8=-58, 8-9=-58, 14-28=-20, 10-13=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-8=-28, 8-9=-28, 14-28=-40, 10-13=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=33, 2-4=23, 4-55=47, 8-55=23, 8-9=18, 14-28=-12, 10-13=-12, 8-10=-32 Horz: 1-2=-45, 2-4=-35, 4-55=59, 8-55=35, 8-9=30, 2-28=17, 8-10=32 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-54=23, 4-54=47, 4-8=23, 8-9=33, 14-28=-12, 10-13=-12, 8-10=17 Horz: 1-2=-30, 2-54=-35, 4-54=-59, 4-8=35, 8-9=45, 2-28=-32, 8-10=-17 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-19, 2-4=-42, 4-8=-42, 8-9=-37, 14-28=-20, 10-13=-20, 8-10=28 Horz: 1-2=-9, 2-4=14, 4-8=-14, 8-9=-9, 2-28=-21, 8-10=-28 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-4=-42, 4-8=-42, 8-9=-19, 14-28=-20, 10-13=-20, 8-10=-21 Horz: 1-2=9, 2-4=14, 4-8=-14, 8-9=9, 2-28=28, 8-10=21 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-4=20, 4-8=9, 8-9=4, 14-28=-12, 10-13=-12, 8-10=-18 Horz: 1-2=-47, 2-4=-32, 4-8=21, 8-9=16, 2-28=15, 8-10=18 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=9, 4-8=20, 8-9=35, 14-28=-12, 10-13=-12, 8-10=15 Horz: 1-2=-16, 2-4=-21, 4-8=32, 8-9=47, 2-28=-18, 8-10=-15 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-8=-18, 8-9=-12, 14-28=-20, 10-13=-20, 8-10=-7 Horz: 1-2=-5, 2-4=1, 4-8=10, 8-9=16, 2-28=26, 8-10=7 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-4=-18, 4-8=-29, 8-9=-23, 14-28=-20, 10-13=-20, 8-10=26 Horz: 1-2=-16, 2-4=-10, 4-8=-1, 8-9=5, 2-28=-7, 8-10=-26 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-4=17, 4-8=17, 8-9=32, 14-28=-12, 10-13=-12, 8-10=-23 Horz: 1-2=-44, 2-4=-29, 4-8=29, 8-9=44, 2-28=-23, 8-10=23 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-4=7, 4-8=7, 8-9=22, 14-28=-12, 10-13=-12, 8-10=-23 Horz: 1-2=-34, 2-4=-19, 4-8=19, 8-9=34, 2-28=-23, 8-10=23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-8=-29, 8-9=-23, 14-28=-20, 10-13=-20, 8-10=-12 Horz: 1-2=-5, 2-4=1, 4-8=-1, 8-9=5, 2-28=-12, 8-10=12 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-8=-29, 8-9=-23, 14-28=-20, 10-13=-20, 8-10=-12 Horz: 1-2=-5, 2-4=1, 4-8=-1, 8-9=5, 2-28=-12, 8-10=12 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-8=-28, 8-9=-28, 14-28=-20, 10-13=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-8=-50, 8-9=-46, 14-28=-20, 10-13=-20, 8-10=-5 Horz: 1-2=-3, 2-4=1, 4-8=8, 8-9=12, 2-28=19, 8-10=5 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 D04 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:32 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-e8mH5Tk1 te408un 1 gaidaHYEPnBx3wpkkJVPKryI Icb LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-46, 2-4=-50, 4-8=-59, 8-9=-55, 14-28=-20, 10-13=-20, 8-10=19 Horz: 1-2=-12, 2-4=-8, 4-8=-1, 8-9=3, 2-28=-5, 8-10=-19 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-8=-59, 8-9=-55, 14-28=-20, 10-13=-20, 8-10=-9 Horz: 1-2=-3, 2-4=1, 4-8=-1, 8-9=3, 2-28=-9, 8-10=9 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-8=-59, 8-9=-55, 14-28=-20, 10-13=-20, 8-10=-9 Horz: 1-2=-3, 2-4=1, 4-8=-1, 8-9=3, 2-28=-9, 8-10=9 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=-28, 4-8=-28, 8-9=-28, 14-28=-12, 10-13=-12, 8-10=16 Horz: 1-2=-16, 2-4=16, 4-8=-16, 8-9=-16, 2-28=-16, 8-10=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=4, 4-8=4, 8-9=4, 14-28=-12, 10-13=-12, 8-10=-16 Horz: 1-2=-16, 2-4=-16, 4-8=16, 8-9=16, 2-28=16, 8-10=16 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=18, 2-54=49, 4-54=73, 4-5=-3, 5-6=-6, 6-8=-3, 8-9=33, 14-28=-12, 10-13=-12, 8-10=17 Horz: 1-2=-30, 2-54=381, 4-54=357, 4-5=451, 5-6=410, 6-8=451, 8-9=45, 2-28=-32, 8-10=-17 Drag: 14-28=-104, 13-14=-104, 10-13=-104 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=18, 2-54=-3, 4-54=21, 4-5=49, 5-6=52, 6-8=49, 8-9=33, 14-28=-12, 10-13=-12, 8-10=17 Horz: 1-2=-30, 2-54=-451, 4-54=-475, 4-5=-381, 5-6=-339, 6-8=-381, 8-9=45, 2-28=-32, 8-10=-17 Drag: 14-28=104, 13-14=104, 10-13=104 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-37, 2-4=-16, 4-5=-68, 5-6=-71, 6-8=-68, 8-9=-19, 14-28=-20, 10-13=-20, 8-10=-21 Horz: 1-2=9, 2-4=431, 4-5=402, 5-6=360, 6-8=402, 8-9=9, 2-28=28, 8-10=21 Drag: 14-28=-104, 13-14=-104, 10-13=-104 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-37, 2-4=-68, 4-5=-16, 5-6=-13, 6-8=-16, 8-9=-19, 14-28=-20, 10-13=-20, 8-10=-21 Horz: 1-2=9, 2-4=-402, 4-5=-431, 5-6=-389, 6-8=-431, 8-9=9, 2-28=28, 8-10=21 Drag: 14-28=104, 13-14=104, 10-13=104 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=35, 2-4=46, 4-5=-17, 5-6=-20, 6-8=-17, 8-9=4, 14-28=-12, 10-13=-12, 8-10=-18 Horz: 1-2=-47, 2-4=384, 4-5=437, 5-6=396, 6-8=437, 8-9=16, 2-28=15, 8-10=18 Drag: 14-28=-104, 13-14=-104, 10-13=-104 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=35, 2-4=-6, 4-5=35, 5-6=38, 6-8=35, 8-9=4, 14-28=-12, 10-13=-12, 8-10=-18 Horz: 1-2=-47, 2-4=-448, 4-5=-395, 5-6=-353, 6-8=-395, 8-9=16, 2-28=15, 8-10=18 Drag: 14-28=104, 13-14=104, 10-13=104 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=4, 2-4=35, 4-5=-6, 5-6=-9, 6-8=-6, 8-9=35, 14-28=-12, 10-13=-12, 8-10=15 Horz: 1-2=-16, 2-4=395, 4-5=448, 5-6=407, 6-8=448, 8-9=47, 2-28=-18, 8-10=-15 Drag: 14-28=-104, 13-14=-104, 10-13=-104 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=4, 2-4=-17, 4-5=46, 5-6=49, 6-8=46, 8-9=35, 14-28=-12, 10-13=-12, 8-10=15 Horz: 1-2=-16, 2-4=-437, 4-5=-384, 5-6=-342, 6-8=-384, 8-9=47, 2-28=-18, 8-10=-15 Drag: 14-28=104, 13-14=104, 10-13=104 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-3, 4-5=-44, 5-6=-47, 6-8=-44, 8-9=-12, 14-28=-20, 10-13=-20, 8-10=-7 Horz: 1-2=-5, 2-4=417, 4-5=427, 5-6=385, 6-8=427, 8-9=16, 2-28=26, 8-10=7 Drag: 14-28=-104, 13-14=-104, 10-13=-104 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-55, 4-5=8, 5-6=11, 6-8=8, 8-9=-12, 14-28=-20, 10-13=-20, 8-10=-7 Horz: 1-2=-5, 2-4=-415, 4-5=-406, 5-6=-364, 6-8=-406, 8-9=16, 2-28=26, 8-10=7 Drag: 14-28=104, 13-14=104, 10-13=104 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-12, 2-4=8, 4-5=-55, 5-6=-58, 6-8=-55, 8-9=-23, 14-28=-20, 10-13=-20, 8-10=26 Horz: 1-2=-16, 2-4=406, 4-5=415, 5-6=374, 6-8=415, 8-9=5, 2-28=-7, 8-10=-26 Drag: 14-28=-104, 13-14=-104, 10-13=-104 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 D04 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:32 2021 Page 4 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-e8mH5Tk1 te408un 1 gaidaHYEPnBx3wpkkJVPKryI Icb LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-12, 2-4=-44, 4-5=-3, 5-6=0, 6-8=-3, 8-9=-23, 14-28=-20, 10-13=-20, 8-10=26 Horz: 1-2=-16, 2-4=-427, 4-5=-417, 5-6=-375, 6-8=-417, 8-9=5, 2-28=-7, 8-10=-26 Drag: 14-28=104, 13-14=104, 10-13=104 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=32, 2-4=43, 4-5=-9, 5-6=-12, 6-8=-9, 8-9=32, 14-28=-12, 10-13=-12, 8-10=-23 Horz: 1-2=-44, 2-4=387, 4-5=446, 5-6=404, 6-8=446, 8-9=44, 2-28=-23, 8-10=23 Drag: 14-28=-104, 13-14=-104, 10-13=-104 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=32, 2-4=-9, 4-5=43, 5-6=46, 6-8=43, 8-9=32, 14-28=-12, 10-13=-12, 8-10=-23 Horz: 1-2=-44, 2-4=-446, 4-5=-387, 5-6=-345, 6-8=-387, 8-9=44, 2-28=-23, 8-10=23 Drag: 14-28=104, 13-14=104, 10-13=104 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=22, 2-4=33, 4-5=-19, 5-6=-22, 6-8=-19, 8-9=22, 14-28=-12, 10-13=-12, 8-10=-23 Horz: 1-2=-34, 2-4=398, 4-5=435, 5-6=393, 6-8=435, 8-9=34, 2-28=-23, 8-10=23 Drag: 14-28=-104, 13-14=-104, 10-13=-104 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=22, 2-4=-19, 4-5=33, 5-6=36, 6-8=33, 8-9=22, 14-28=-12, 10-13=-12, 8-10=-23 Horz: 1-2=-34, 2-4=-435, 4-5=-398, 5-6=-356, 6-8=-398, 8-9=34, 2-28=-23, 8-10=23 Drag: 14-28=104, 13-14=104, 10-13=104 39) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-3, 4-5=-55, 5-6=-58, 6-8=-55, 8-9=-23, 14-28=-20, 10-13=-20, 8-10=-12 Horz: 1-2=-5, 2-4=417, 4-5=415, 5-6=374, 6-8=415, 8-9=5, 2-28=-12, 8-10=12 Drag: 14-28=-104, 13-14=-104, 10-13=-104 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-55, 4-5=-3, 5-6=0, 6-8=-3, 8-9=-23, 14-28=-20, 10-13=-20, 8-10=-12 Horz: 1-2=-5, 2-4=-415, 4-5=-417, 5-6=-375, 6-8=-417, 8-9=5, 2-28=-12, 8-10=12 Drag: 14-28=104, 13-14=104, 10-13=104 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-3, 4-5=-55, 5-6=-58, 6-8=-55, 8-9=-23, 14-28=-20, 10-13=-20, 8-10=-12 Horz: 1-2=-5, 2-4=417, 4-5=415, 5-6=374, 6-8=415, 8-9=5, 2-28=-12, 8-10=12 Drag: 14-28=-104, 13-14=-104, 10-13=-104 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-55, 4-5=-3, 5-6=0, 6-8=-3, 8-9=-23, 14-28=-20, 10-13=-20, 8-10=-12 Horz: 1-2=-5, 2-4=-415, 4-5=-417, 5-6=-375, 6-8=-417, 8-9=5, 2-28=-12, 8-10=12 Drag: 14-28=104, 13-14=104, 10-13=104 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-2, 4-5=-54, 5-6=-57, 6-8=-54, 8-9=-28, 14-28=-20, 10-13=-20 Horz: 2-4=416, 4-5=416, 5-6=375, 6-8=416 Drag: 14-28=-104, 13-14=-104, 10-13=-104 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-54, 4-5=-2, 5-6=1, 6-8=-2, 8-9=-28, 14-28=-20, 10-13=-20 Horz: 2-4=-416, 4-5=-416, 5-6=-375, 6-8=-416 Drag: 14-28=104, 13-14=104, 10-13=104 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 2-4=9, 4-5=-43, 5-6=-46, 6-8=-43, 8-9=-17, 14-28=-12, 10-13=-12 Horz: 2-4=416, 4-5=416, 5-6=375, 6-8=416 Drag: 14-28=-104, 13-14=-104, 10-13=-104 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 2-4=-43, 4-5=9, 5-6=12, 6-8=9, 8-9=-17, 14-28=-12, 10-13=-12 Horz: 2-4=-416, 4-5=-416, 5-6=-375, 6-8=-416 Drag: 14-28=104, 13-14=104, 10-13=104 47) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 2-4=-68, 4-8=-28, 8-9=-28, 14-28=-20, 10-13=-20 48) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-8=-68, 8-9=-68, 14-28=-20, 10-13=-20 49) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 2-4=-58, 4-8=-28, 8-9=-28, 14-28=-20, 10-13=-20 50) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-8=-58, 8-9=-58, 14-28=-20, 10-13=-20 51) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 5 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 D04 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:32 2021 Page 5 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-e8mH5Tk1 te408un 1 gaidaHYEPnBx3wpkkJVPKryI Icb LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-8=-28, 8-9=-28, 14-28=-20, 10-13=-20 Concentrated Loads (Ib) Vert: 56=-250 52) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-8=-28, 8-9=-28, 14-28=-20, 10-13=-20 Concentrated Loads (Ib) Vert: 57=-250 53) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-8=-28, 8-9=-28, 14-28=-20, 10-13=-20 Concentrated Loads (Ib) Vert: 58=-250 54) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-8=-28, 8-9=-28, 14-28=-20, 10-13=-20 Concentrated Loads (Ib) Vert: 59=-250 55) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-8=-28, 8-9=-28, 14-28=-20, 10-13=-20 Concentrated Loads (Ib) Vert: 60=-250 56) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-8=-28, 8-9=-28, 14-28=-20, 10-13=-20 Concentrated Loads (Ib) Vert: 61=-250 57) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-8=-28, 8-9=-28, 14-28=-20, 10-13=-20 Concentrated Loads (Ib) Vert: 62=-250 58) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-8=-28, 8-9=-28, 14-28=-20, 10-13=-20 Concentrated Loads (Ib) Vert: 20=-250 59) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-8=-28, 8-9=-28, 14-28=-20, 10-13=-20 Concentrated Loads (Ib) Vert: 63=-250 60) 10th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-8=-28, 8-9=-28, 14-28=-20, 10-13=-20 Concentrated Loads (Ib) Vert: 64=-250 61) 11th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-8=-28, 8-9=-28, 14-28=-20, 10-13=-20 Concentrated Loads (Ib) Vert: 65=-250 62) 12th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-8=-28, 8-9=-28, 14-28=-20, 10-13=-20 Concentrated Loads (Ib) Vert: 66=-250 63) 13th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-8=-28, 8-9=-28, 14-28=-20, 10-13=-20 Concentrated Loads (Ib) Vert: 67=-250 64) 14th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-8=-28, 8-9=-28, 14-28=-20, 10-13=-20 Concentrated Loads (Ib) Vert: 14=-250 65) 15th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-8=-28, 8-9=-28, 14-28=-20, 10-13=-20 Concentrated Loads (Ib) Vert: 14=-250 66) 16th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-8=-28, 8-9=-28, 14-28=-20, 10-13=-20 Continued on page 6 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 D04 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:32 2021 Page 6 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-e8mH5Tk1 te408un 1 gaidaHYEPnBx3wpkkJVPKryI Icb LOAD CASE(S) Concentrated Loads (Ib) Vert: 68=-250 67) 17th Moving Load: Lumber Increase=1.60, Plate Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-8=-28, 8-9=-28, Concentrated Loads (Ib) Vert: 69=-250 68) 18th Moving Load: Lumber Increase=1.60, Plate Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-8=-28, 8-9=-28, Concentrated Loads (Ib) Vert: 70=-250 69) 19th Moving Load: Lumber Increase=1.60, Plate Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-8=-28, 8-9=-28, Concentrated Loads (Ib) Vert: 28=-250 70) 20th Moving Load: Lumber Increase=1.60, Plate Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-8=-28, 8-9=-28, Concentrated Loads (Ib) Vert: 27=-250 71) 21 st Moving Load: Lumber Increase=1.60, Plate Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-8=-28, 8-9=-28, Concentrated Loads (Ib) Vert: 26=-250 72) 22nd Moving Load: Lumber Increase=1.60, Plate Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-8=-28, 8-9=-28, Concentrated Loads (Ib) Vert: 25=-250 73) 23rd Moving Load: Lumber Increase=1.60, Plate Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-8=-28, 8-9=-28, Concentrated Loads (Ib) Vert: 24=-250 74) 24th Moving Load: Lumber Increase=1.60, Plate Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-8=-28, 8-9=-28, Concentrated Loads (Ib) Vert: 23=-250 75) 25th Moving Load: Lumber Increase=1.60, Plate Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-8=-28, 8-9=-28, Concentrated Loads (Ib) Vert: 22=-250 76) 26th Moving Load: Lumber Increase=1.60, Plate Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-8=-28, 8-9=-28, Concentrated Loads (Ib) Vert: 21=-250 77) 27th Moving Load: Lumber Increase=1.60, Plate Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-8=-28, 8-9=-28, Concentrated Loads (Ib) Vert: 19=-250 78) 28th Moving Load: Lumber Increase=1.60, Plate Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-8=-28, 8-9=-28, Concentrated Loads (Ib) Vert: 18=-250 79) 29th Moving Load: Lumber Increase=1.60, Plate Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-8=-28, 8-9=-28, Concentrated Loads (Ib) Vert: 17=-250 80) 30th Moving Load: Lumber Increase=1.60, Plate Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-8=-28, 8-9=-28, Concentrated Loads (Ib) Vert: 16=-250 81) 31 st Moving Load: Lumber Increase=1.60, Plate Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-8=-28, 8-9=-28, Concentrated Loads (Ib) Vert: 15=-250 Continued on page 7 Increase=1.60 14-28=-20, 10-13=-20 Increase=1.60 14-28=-20, 10-13=-20 Increase=1.60 14-28=-20, 10-13=-20 Increase=1.60 14-28=-20, 10-13=-20 Increase=1.60 14-28=-20, 10-13=-20 Increase=1.60 14-28=-20, 10-13=-20 Increase=1.60 14-28=-20, 10-13=-20 Increase=1.60 14-28=-20, 10-13=-20 Increase=1.60 14-28=-20, 10-13=-20 Increase=1.60 14-28=-20, 10-13=-20 Increase=1.60 14-28=-20, 10-13=-20 Increase=1.60 14-28=-20, 10-13=-20 Increase=1.60 14-28=-20, 10-13=-20 Increase=1.60 14-28=-20, 10-13=-20 Increase=1.60 14-28=-20, 10-13=-20 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 D04 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:32 2021 Page 7 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-e8mH5Tk1 te408un 1 gaidaHYEPnBx3wpkkJVPKryI Icb LOAD CASE(S) 82) 32nd Moving Load: Lumber Increase=1 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-8=-28, Concentrated Loads (Ib) Vert: 14=-250 83) 33rd Moving Load: Lumber Increase=1. Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-8=-28, Concentrated Loads (Ib) Vert: 12=-250 84) 34th Moving Load: Lumber Increase=1. Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-8=-28, Concentrated Loads (Ib) Vert: 11=-250 85) 35th Moving Load: Lumber Increase=1. Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-8=-28, Concentrated Loads (Ib) Vert: 10=-250 .60, Plate Increase=1.60 8-9=-28, 14-28=-20, 10-13=-20 60, Plate Increase=1.60 8-9=-28, 14-28=-20, 10-13=-20 60, Plate Increase=1.60 8-9=-28, 14-28=-20, 10-13=-20 60, Plate Increase=1.60 8-9=-28, 14-28=-20, 10-13=-20 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 E01 GABLE 1 1 Job Reference (optional) -2-3-0 2-3-0 0 3x6 = 3x4 5x8 % 3.00 12 3x4 = Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:34 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-a Wt2 W9mH PFKkNCxPo?k5fidbU bu RXwo 1 Cd_WPjyl IcZ 9-8-0 19-4-0 21-7-0 9-8-0 9-8-0 2-3-0 3 4 22 23 10 11 24 21 25 20 26 19 27 18 28 17 29 16 30 15 31 14 19-4-0 32 1 3x4 5x8 3x6 = 12 19-4-0 Scale = 1:38.7 13 IM 0 Plate Offsets (X,Y)--[2:0-0-4,0-2-5], [2:0-0-0,0-2-4], [12:0-0-4,0-2-5], [12:0-0-0,0-2-4] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.25 BC 0.27 WB 0.05 Matrix-S DEFL. in (loc) I/defl L/d Vert(LL) 0.00 12 n/r 120 Vert(CT) -0.03 13 n/r 120 Horz(CT) 0.00 12 n/a n/a PLATES GRIP MT20 220/195 Weight: 98 Ib FT = 20% LUMBER - TOP CHORD 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 OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 2-21,12-14. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 19-4-0. (Ib) - Max Horz 2=-41(LC 9) Max Uplift All uplift 100 Ib or less at joint(s) 18, 19, 16 except 2=-122(LC 8), 12=-125(LC 9), 20=-251(LC 27), 15=-251(LC 35) Max Gray All reactions 250 Ib or less at joint(s) 20, 15 except 2=429(LC 36), 12=429(LC 45), 18=317(LC 40), 19=333(LC 39), 21=565(LC 27), 17=317(LC 41), 16=333(LC 42), 14=565(LC 35) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 3-21=-283/154, 11-14=-283/153 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -2-3-7 to 0-8-9, Exterior(2N) 0-8-9 to 9-8-0, Corner(3R) 9-8-0 to 12-8-0, Exterior(2N) 12-8-0 to 21-7-7 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) 18, 19, 16 except (jt=lb) 2=122, 12=125, 20=251, 15=251. 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 250.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) No notches allowed in overhang and 2-3-0 from left end and 2-3-0 from right end or 12" along rake from scarf, whichever is larger. Minimum 1.5x4 tie plates required at 2-0-0 o.c. maximum between the stacking chords. For edge -wise notching, provide at least one tie plate between each notch. LOAD CASE(S) Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 E01 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:34 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-a Wt2 W9mH PFKkNCxPo?k5fidbU bu RXwo 1 Cd_WPjyl IcZ LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-68, 7-13=-68, 2-12=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-58, 7-13=-58, 2-12=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-28, 7-13=-28, 2-12=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=50, 2-7=36, 7-23=47, 12-23=36, 12-13=31, 2-12=-12 Horz: 1-2=-62, 2-7=-48, 7-23=59, 12-23=48, 12-13=43 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=31, 2-22=36, 7-22=47, 7-12=36, 12-13=50, 2-12=-12 Horz: 1-2=-43, 2-22=-48, 7-22=-59, 7-12=48, 12-13=62 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-19, 2-7=-42, 7-12=-42, 12-13=-37, 2-12=-20 Horz: 1-2=-9, 2-7=14, 7-12=-14, 12-13=-9 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-7=-42, 7-12=-42, 12-13=-19, 2-12=-20 Horz: 1-2=9, 2-7=14, 7-12=-14, 12-13=9 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-7=20, 7-12=9, 12-13=4, 2-12=-12 Horz: 1-2=-47, 2-7=-32, 7-12=21, 12-13=16 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-7=9, 7-12=20, 12-13=35, 2-12=-12 Horz: 1-2=-16, 2-7=-21, 7-12=32, 12-13=47 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-7=-29, 7-12=-18, 12-13=-12, 2-12=-20 Horz: 1-2=-5, 2-7=1, 7-12=10, 12-13=16 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-7=-18, 7-12=-29, 12-13=-23, 2-12=-20 Horz: 1-2=-16, 2-7=-10, 7-12=-1, 12-13=5 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-7=17, 7-12=17, 12-13=32, 2-12=-12 Horz: 1-2=-44, 2-7=-29, 7-12=29, 12-13=44 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-7=7, 7-12=7, 12-13=22, 2-12=-12 Horz: 1-2=-34, 2-7=-19, 7-12=19, 12-13=34 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-7=-29, 7-12=-29, 12-13=-23, 2-12=-20 Horz: 1-2=-5, 2-7=1, 7-12=-1, 12-13=5 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-7=-29, 7-12=-29, 12-13=-23, 2-12=-20 Horz: 1-2=-5, 2-7=1, 7-12=-1, 12-13=5 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-7=-28, 7-13=-28, 2-12=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-7=-59, 7-12=-50, 12-13=-46, 2-12=-20 Horz: 1-2=-3, 2-7=1, 7-12=8, 12-13=12 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-7=-50, 7-12=-59, 12-13=-55, 2-12=-20 Horz: 1-2=-12, 2-7=-8, 7-12=-1, 12-13=3 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-7=-59, 7-12=-59, 12-13=-55, 2-12=-20 Horz: 1-2=-3, 2-7=1, 7-12=-1, 12-13=3 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-7=-59, 7-12=-59, 12-13=-55, 2-12=-20 Horz: 1-2=-3, 2-7=1, 7-12=-1, 12-13=3 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 E01 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:34 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-a Wt2 W9mH PFKkNCxPo?k5fidbU bu RXwo 1 Cd_WPjyl IcZ LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=4, 2-7=-28, 7-13=-28, 2-12=-12 Horz: 1-2=-16, 2-7=16, 7-13=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=4, 7-13=4, 2-12=-12 Horz: 1-7=-16, 7-13=16 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-68, 7-13=-28, 2-12=-20 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-28, 7-13=-68, 2-12=-20 25) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-58, 7-13=-28, 2-12=-20 26) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-28, 7-13=-58, 2-12=-20 27) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-13=-28, 2-12=-20 Concentrated Loads (Ib) Vert: 24=-250 28) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-13=-28, 2-12=-20 Concentrated Loads (Ib) Vert: 25=-250 29) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-13=-28, 2-12=-20 Concentrated Loads (Ib) Vert: 26=-250 30) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-13=-28, 2-12=-20 Concentrated Loads (Ib) Vert: 27=-250 31) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-13=-28, 2-12=-20 Concentrated Loads (Ib) Vert: 28=-250 32) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-13=-28, 2-12=-20 Concentrated Loads (Ib) Vert: 29=-250 33) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-13=-28, 2-12=-20 Concentrated Loads (Ib) Vert: 30=-250 34) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-13=-28, 2-12=-20 Concentrated Loads (Ib) Vert: 31=-250 35) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-13=-28, 2-12=-20 Concentrated Loads (Ib) Vert: 32=-250 36) 10th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-13=-28, 2-12=-20 Concentrated Loads (Ib) Vert: 2=-250 37) 11th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-13=-28, 2-12=-20 Concentrated Loads (Ib) Vert: 21=-250 38) 12th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-13=-28, 2-12=-20 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 E01 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:34 2021 Page 4 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-a Wt2 W9mH PFKkNCxPo?k5fidbU bu RXwo 1 Cd_WPjyl IcZ LOAD CASE(S) Concentrated Loads (Ib) Vert: 20=-250 39) 13th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-13=-28, 2-12=-20 Concentrated Loads (Ib) Vert: 19=-250 40) 14th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-13=-28, 2-12=-20 Concentrated Loads (Ib) Vert: 18=-250 41) 15th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-13=-28, 2-12=-20 Concentrated Loads (Ib) Vert: 17=-250 42) 16th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-13=-28, 2-12=-20 Concentrated Loads (Ib) Vert: 16=-250 43) 17th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-13=-28, 2-12=-20 Concentrated Loads (Ib) Vert: 15=-250 44) 18th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-13=-28, 2-12=-20 Concentrated Loads (Ib) Vert: 14=-250 45) 19th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-13=-28, 2-12=-20 Concentrated Loads (Ib) Vert: 12=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 E02 Common 4 1 Job Reference (optional) -2-3-0 2-3-0 2 5-4-10 5-4-10 3.00 7 8 1.5x4 3 9 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:36 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-Wv?oxrnXxtaScW4ovQmZk7jwwPQI?nAKfxTdTcyl IcX 9-8-0 13-11-6 19-2-8 4-3-6 4-3-6 5-3-2 4x5 = 4 10 1.5x4 5 11 Scale = 1:34.1 Camber = 7/16 in 6 3x6 = 12 9-8-0 7 3x10 = 13 19-2-8 3x6 = 9-8-0 9-6-8 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.32 BC 0.85 WB 0.25 Matrix-S DEFL. in (loc) I/defl Vert(LL) -0.53 6-7 >429 Vert(CT) -0.99 6-7 >228 Horz(CT) 0.09 6 n/a L/d 240 180 n/a PLATES GRIP MT20 220/195 Weight: 73 Ib FT = 20% LUMBER - TOP CHORD 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 REACTIONS. (Ib/size) 6=816/0-4-0 (min. 0-1-8), 2=1010/0-5-8 (min. 0-1-8) Max Horz 2=53(LC 8) Max Uplift6=-49(LC 9), 2=-144(LC 8) BRACING - TOP CHORD BOT CHORD FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-8=-2273/439, 3-8=-2264/454, 3-9=-1736/260, 4-9=-1698/269, 4-10=-1698/277, 5-10=-1738/265, 5-11=-2287/469, 6-11=-2332/461 BOT CHORD 2-12=-409/2151, 7-12=-409/2151, 7-13=-418/2225, 6-13=-418/2225 WEBS 4-7=0/578, 5-7=-634/257, 3-7=-555/229 Structural wood sheathing directly applied or 4-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-8-9, Interior(1) 0-8-9 to 9-8-0, Exterior(2R) 9-8-0 to 12-8-0, Interior(1) 12-8-0 to 19-0-8 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) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) 6 except (jt=Ib) 2=144. 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 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-68, 4-6=-68, 2-6=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-58, 4-6=-58, 2-6=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 2-6=-40 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 E02 Common 4 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:36 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-Wv?oxrnXxtaScW4ovQmZk7jwwPQI?nAKfxTdTcyl IcX LOAD CASE(S) 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=54, 2-8=32, 4-8=23, 4-10=38, 6-10=23, 2-6=-12 Horz: 1-2=-66, 2-8=-44, 4-8=-35, 4-10=50, 6-10=35 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-9=23, 4-9=38, 4-11=23, 6-11=32, 2-6=-12 Horz: 1-2=-30, 2-9=-35, 4-9=-50, 4-11=35, 6-11=44 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-19, 2-4=-42, 4-6=-42, 2-6=-20 Horz: 1-2=-9, 2-4=14, 4-6=-14 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-4=-42, 4-6=-42, 2-6=-20 Horz: 1-2=9, 2-4=14, 4-6=-14 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-4=20, 4-6=9, 2-6=-12 Horz: 1-2=-47, 2-4=-32, 4-6=21 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=9, 4-6=20, 2-6=-12 Horz: 1-2=-16, 2-4=-21, 4-6=32 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-6=-18, 2-6=-20 Horz: 1-2=-5, 2-4=1, 4-6=10 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-4=-18, 4-6=-29, 2-6=-20 Horz: 1-2=-16, 2-4=-10, 4-6=-1 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-4=17, 4-6=17, 2-6=-12 Horz: 1-2=-44, 2-4=-29, 4-6=29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-4=7, 4-6=7, 2-6=-12 Horz: 1-2=-34, 2-4=-19, 4-6=19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-6=-29, 2-6=-20 Horz: 1-2=-5, 2-4=1, 4-6=-1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 4-6=-29, 2-6=-20 Horz: 1-2=-5, 2-4=1, 4-6=-1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 2-6=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-6=-50, 2-6=-20 Horz: 1-2=-3, 2-4=1, 4-6=8 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-4=-50, 4-6=-59, 2-6=-20 Horz: 1-2=-12, 2-4=-8, 4-6=-1 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-6=-59, 2-6=-20 Horz: 1-2=-3, 2-4=1, 4-6=-1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 4-6=-59, 2-6=-20 Horz: 1-2=-3, 2-4=1, 4-6=-1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=-28, 4-6=-28, 2-6=-12 Horz: 1-2=-16, 2-4=16, 4-6=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=4, 4-6=4, 2-6=-12 Horz: 1-4=-16, 4-6=16 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-68, 4-6=-28, 2-6=-20 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 E02 Common 4 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:36 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-Wv?oxrnXxtaScW4ovQmZk7jwwPQI?nAKfxTdTcyl IcX LOAD CASE(S) 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-68, 2-6=-20 25) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-58, 4-6=-28, 2-6=-20 26) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-58, 2-6=-20 27) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 2-6=-20 Concentrated Loads (Ib) Vert: 12=-250 28) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 2-6=-20 Concentrated Loads (Ib) Vert: 13=-250 29) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 2-6=-20 Concentrated Loads (Ib) Vert: 2=-250 30) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 2-6=-20 Concentrated Loads (Ib) Vert: 7=-250 31) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-6=-28, 2-6=-20 Concentrated Loads (Ib) Vert: 6=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 F01 GABLE 1 1 Job Reference (optional) -2-3-0 2-3-0 3.00 12 3x4 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:38 2021 Page 1 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-SI7ZLXpoSUgAspEA1 rpl pYoFQCFRTj8d7FyjYVyl IcV 7-0-0 14-0-0 16-3-0 7-0-0 7-0-0 2-3-0 3x4 = 14 15 3x4 zz 3x6 = T2 Y Y Y T2 Y 6x8 % 16 13 17 12 18 14-0-0 11 19 10 20 6x8 3x6 = 14-0-0 Scale = 1:30.1 Plate Offsets (X,Y)--[2:0-0-0,0-2-4], [2:0-0-4,0-2-5], [5:0-1-0,0-1-12], [5:0-1-0,0-1-12], [8:0-0-4,0-2-5], [8:0-0-0,0-2-4] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CSI. TC 0.38 BC 0.26 WB 0.09 Matrix-S DEFL. in (loc) I/defl L/d Vert(LL) 0.00 8 n/r 120 Vert(CT) -0.03 9 n/r 120 Horz(CT) 0.01 11 n/a n/a PLATES GRIP MT20 220/195 Weight: 67 Ib FT = 20% LUMBER - TOP CHORD 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 OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 4-11-3 oc purlins. Rigid ceiling directly applied or 5-1-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 14-0-0. (Ib) - Max Horz 2=34(LC 27) Max Uplift All uplift 100 Ib or less at joint(s) 13, 10 except 2=-459(LC 27), 8=-462(LC 30), 12=-193(LC 51), 11=-193(LC 55) Max Gray All reactions 250 Ib or less at joint(s) except 2=515(LC 44), 8=515(LC 43), 12=259(LC 58), 13=542(LC 51), 11=259(LC 59), 10=542(LC 55) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-14=-1813/1810, 3-14=-759/785, 3-4=-605/644, 4-5=-232/284, 5-6=-231/286, 6-7=-608/644, 7-15=-745/809, 8-15=-1811 /1818 BOT CHORD 2-16=-1745/1785, 13-16=-1141/1181, 13-17=-538/584, 12-17=-372/417, 11-19=-372/417, 10-19=-538/584, 10-20=-1141 /1182, 8-20=-1745/1772 WEBS 3-13=-268/246, 7-10=-268/212 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -2-3-7 to 0-8-9, Exterior(2N) 0-8-9 to 7-0-0, Corner(3R) 7-0-0 to 10-0-0, Exterior(2N) 10-0-0 to 16-3-7 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) 13, 10 except (jt=Ib) 2=459, 8=462, 12=193, 11=193. 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 250.01b live 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 250 plf. 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 250.0 plf. Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 F01 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:38 2021 Page 2 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-SI7ZLXpoSUgAspEA1 rp1 pYoFQCFRTj8d7FyjYVyl IcV NOTES- 14) No notches allowed in overhang and 2-3-0 from left end and 2-3-0 from right end or 12" along rake from scarf, whichever is larger. Minimum 1.5x4 tie plates required at 2-0-0 o.c. maximum between the stacking chords. For edge -wise notching, provide at least one tie plate between each notch. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-68, 5-9=-68, 2-8=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-58, 5-9=-58, 2-8=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-28, 5-9=-28, 2-8=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=65, 2-5=48, 5-15=57, 8-15=48, 8-9=43, 2-8=-12 Horz: 1-2=-77, 2-5=-60, 5-15=69, 8-15=60, 8-9=55 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=43, 2-14=48, 5-14=57, 5-8=48, 8-9=65, 2-8=-12 Horz: 1-2=-55, 2-14=-60, 5-14=-69, 5-8=60, 8-9=77 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-17, 2-5=-45, 5-8=-45, 8-9=-39, 2-8=-20 Horz: 1-2=-11, 2-5=17, 5-8=-17, 8-9=-11 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-39, 2-5=-45, 5-8=-45, 8-9=-17, 2-8=-20 Horz: 1-2=11, 2-5=17, 5-8=-17, 8-9=11 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-5=20, 5-8=9, 8-9=4, 2-8=-12 Horz: 1-2=-47, 2-5=-32, 5-8=21, 8-9=16 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=9, 5-8=20, 8-9=35, 2-8=-12 Horz: 1-2=-16, 2-5=-21, 5-8=32, 8-9=47 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-5=-29, 5-8=-18, 8-9=-12, 2-8=-20 Horz: 1-2=-5, 2-5=1, 5-8=10, 8-9=16 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-5=-18, 5-8=-29, 8-9=-23, 2-8=-20 Horz: 1-2=-16, 2-5=-10, 5-8=-1, 8-9=5 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-5=17, 5-8=17, 8-9=32, 2-8=-12 Horz: 1-2=-44, 2-5=-29, 5-8=29, 8-9=44 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-5=7, 5-8=7, 8-9=22, 2-8=-12 Horz: 1-2=-34, 2-5=-19, 5-8=19, 8-9=34 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-5=-29, 5-8=-29, 8-9=-23, 2-8=-20 Horz: 1-2=-5, 2-5=1, 5-8=-1, 8-9=5 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-5=-29, 5-8=-29, 8-9=-23, 2-8=-20 Horz: 1-2=-5, 2-5=1, 5-8=-1, 8-9=5 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-5=-28, 5-9=-28, 2-8=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-5=-59, 5-8=-50, 8-9=-46, 2-8=-20 Horz: 1-2=-3, 2-5=1, 5-8=8, 8-9=12 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-5=-50, 5-8=-59, 8-9=-55, 2-8=-20 Horz: 1-2=-12, 2-5=-8, 5-8=-1, 8-9=3 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-5=-59, 5-8=-59, 8-9=-55, 2-8=-20 Horz: 1-2=-3, 2-5=1, 5-8=-1, 8-9=3 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 F01 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:38 2021 Page 3 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-SI7ZLXpoSUgAspEA1 rp1 pYoFQCFRTj8d7FyjYVyl IcV LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-55, 2-5=-59, 5-8=-59, 8-9=-55, 2-8=-20 Horz: 1-2=-3, 2-5=1, 5-8=-1, 8-9=3 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=-28, 5-9=-28, 2-8=-12 Horz: 1-2=-16, 2-5=16, 5-9=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=4, 5-9=4, 2-8=-12 Horz: 1-5=-16, 5-9=16 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=43, 2-14=96, 3-14=105, 3-5=120, 5-7=-14, 7-8=0, 8-9=65, 2-8=-12 Horz: 1-2=-55, 2-14=1246, 3-14=1237, 3-5=931, 5-7=1060, 7-8=1366, 8-9=77 Drag: 2-8=-250 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=43, 2-14=0, 3-14=9, 3-5=-5, 5-7=111, 7-8=96, 8-9=65, 2-8=-12 Horz: 1-2=-55, 2-14=-1366, 3-14=-1375, 3-5=-1069, 5-7=-940, 7-8=-1246, 8-9=77 Drag: 2-8=250 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-39, 2-3=3, 3-5=18, 5-7=-107, 7-8=-92, 8-9=-17, 2-8=-20 Horz: 1-2=11, 2-3=1322, 3-5=1017, 5-7=983, 7-8=1289, 8-9=11 Drag: 2-8=-250 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-39, 2-3=-92, 3-5=-107, 5-7=18, 7-8=3, 8-9=-17, 2-8=-20 Horz: 1-2=11, 2-3=-1289, 3-5=-983, 5-7=-1017, 7-8=-1322, 8-9=11 Drag: 2-8=250 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=35, 2-3=68, 3-5=83, 5-7=-53, 7-8=-39, 8-9=4, 2-8=-12 Horz: 1-2=-47, 2-3=1273, 3-5=968, 5-7=1021, 7-8=1327, 8-9=16 Drag: 2-8=-250 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=35, 2-3=-28, 3-5=-42, 5-7=72, 7-8=57, 8-9=4, 2-8=-12 Horz: 1-2=-47, 2-3=-1338, 3-5=-1032, 5-7=-979, 7-8=-1285, 8-9=16 Drag: 2-8=250 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=4, 2-3=57, 3-5=72, 5-7=-42, 7-8=-28, 8-9=35, 2-8=-12 Horz: 1-2=-16, 2-3=1285, 3-5=979, 5-7=1032, 7-8=1338, 8-9=47 Drag: 2-8=-250 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=4, 2-3=-39, 3-5=-53, 5-7=83, 7-8=68, 8-9=35, 2-8=-12 Horz: 1-2=-16, 2-3=-1327, 3-5=-1021, 5-7=-968, 7-8=-1273, 8-9=47 Drag: 2-8=250 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-3=19, 3-5=34, 5-7=-80, 7-8=-66, 8-9=-12, 2-8=-20 Horz: 1-2=-5, 2-3=1306, 3-5=1001, 5-7=1010, 7-8=1316, 8-9=16 Drag: 2-8=-250 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-77, 3-5=-91, 5-7=45, 7-8=30, 8-9=-12, 2-8=-20 Horz: 1-2=-5, 2-3=-1305, 3-5=-999, 5-7=-990, 7-8=-1295, 8-9=16 Drag: 2-8=250 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-12, 2-3=30, 3-5=45, 5-7=-91, 7-8=-77, 8-9=-23, 2-8=-20 Horz: 1-2=-16, 2-3=1295, 3-5=990, 5-7=999, 7-8=1305, 8-9=5 Drag: 2-8=-250 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-12, 2-3=-66, 3-5=-80, 5-7=34, 7-8=19, 8-9=-23, 2-8=-20 Horz: 1-2=-16, 2-3=-1316, 3-5=-1010, 5-7=-1001, 7-8=-1306, 8-9=5 Drag: 2-8=250 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=32, 2-3=65, 3-5=80, 5-7=-45, 7-8=-31, 8-9=32, 2-8=-12 Horz: 1-2=-44, 2-3=1276, 3-5=971, 5-7=1029, 7-8=1335, 8-9=44 Drag: 2-8=-250 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 F01 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:38 2021 Page 4 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-SI7ZLXpoSUgAspEA1 rp1 pYoFQCFRTj8d7FyjYVyl IcV LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=32, 2-3=-31, 3-5=-45, 5-7=80, 7-8=65, 8-9=32, 2-8=-12 Horz: 1-2=-44, 2-3=-1335, 3-5=-1029, 5-7=-971, 7-8=-1276, 8-9=44 Drag: 2-8=250 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=22, 2-3=55, 3-5=69, 5-7=-56, 7-8=-41, 8-9=22, 2-8=-12 Horz: 1-2=-34, 2-3=1287, 3-5=981, 5-7=1019, 7-8=1324, 8-9=34 Drag: 2-8=-250 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=22, 2-3=-41, 3-5=-56, 5-7=69, 7-8=55, 8-9=22, 2-8=-12 Horz: 1-2=-34, 2-3=-1324, 3-5=-1019, 5-7=-981, 7-8=-1287, 8-9=34 Drag: 2-8=250 39) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-3=19, 3-5=34, 5-7=-91, 7-8=-77, 8-9=-23, 2-8=-20 Horz: 1-2=-5, 2-3=1306, 3-5=1001, 5-7=999, 7-8=1305, 8-9=5 Drag: 2-8=-250 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-77, 3-5=-91, 5-7=34, 7-8=19, 8-9=-23, 2-8=-20 Horz: 1-2=-5, 2-3=-1305, 3-5=-999, 5-7=-1001, 7-8=-1306, 8-9=5 Drag: 2-8=250 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-3=19, 3-5=34, 5-7=-91, 7-8=-77, 8-9=-23, 2-8=-20 Horz: 1-2=-5, 2-3=1306, 3-5=1001, 5-7=999, 7-8=1305, 8-9=5 Drag: 2-8=-250 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-77, 3-5=-91, 5-7=34, 7-8=19, 8-9=-23, 2-8=-20 Horz: 1-2=-5, 2-3=-1305, 3-5=-999, 5-7=-1001, 7-8=-1306, 8-9=5 Drag: 2-8=250 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 2-3=20, 3-5=35, 5-7=-91, 7-8=-76, 8-9=-28, 2-8=-20 Horz: 2-3=1306, 3-5=1000, 5-7=1000, 7-8=1306 Drag: 2-8=-250 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-76, 3-5=-91, 5-7=35, 7-8=20, 8-9=-28, 2-8=-20 Horz: 2-3=-1306, 3-5=-1000, 5-7=-1000, 7-8=-1306 Drag: 2-8=250 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 2-3=31, 3-5=46, 5-7=-79, 7-8=-65, 8-9=-17, 2-8=-12 Horz: 2-3=1306, 3-5=1000, 5-7=1000, 7-8=1306 Drag: 2-8=-250 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 2-3=-65, 3-5=-79, 5-7=46, 7-8=31, 8-9=-17, 2-8=-12 Horz: 2-3=-1306, 3-5=-1000, 5-7=-1000, 7-8=-1306 Drag: 2-8=250 47) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-68, 5-9=-28, 2-8=-20 48) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-28, 5-9=-68, 2-8=-20 49) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-58, 5-9=-28, 2-8=-20 50) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-28, 5-9=-58, 2-8=-20 51) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-9=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 16=-250 52) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-9=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 17=-250 53) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 5 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 F01 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:38 2021 Page 5 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-SI7ZLXpoSUgAspEA1 rp1 pYoFQCFRTj8d7FyjYVyl IcV LOAD CASE(S) Uniform Loads (plf) Vert: 1-5=-28, 5-9=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 18=-250 54) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-9=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 19=-250 55) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-9=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 20=-250 56) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-9=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 2=-250 57) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-9=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 13=-250 58) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-9=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 12=-250 59) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-9=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 11=-250 60) 10th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-9=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 10=-250 61) 11th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-9=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 8=-250 Job truss truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 F02 Common 3 1 Job Reference (optional) 1 -2-3-0 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:40 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-PgFJmCg2_54u57OZ8FrVvztYS0t1 xc3waZRgcNyl IcT 7-0-0 13-10-8 2-3-0 2 6 3x6 = 3.00 12 7-0-0 10 7-0-0 7 4x6 = 3 W1 5 1.5x4 11 8 6-10-8 9 11 13-10-8 Scale = 1:25.5 Camber = 3/16 in 4 3x4 = 7-0-0 6-10-8 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [3:0-3-0,0-2-8] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CSI. TC 0.54 BC 0.58 WB 0.13 Matrix-S DEFL. in (loc) I/defl Vert(LL) -0.21 4-5 >763 Vert(CT) -0.39 4-5 >418 Horz(CT) 0.04 4 n/a L/d 240 180 n/a PLATES GRIP MT20 220/195 Weight: 44 Ib FT = 20% LUMBER - TOP CHORD 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 REACTIONS. (Ib/size) 4=577/0-4-0 (min. 0-1-8), 2=780/0-5-8 (min. 0-1-8) Max Horz 2=46(LC 27) Max Uplift4=-245(LC 30), 2=-344(LC 27) BRACING - TOP CHORD BOT CHORD FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-6=-1800/1127, 6-7=-1737/1068, 3-7=-1310/653, 3-8=-1307/684, 8-9=-1383/769, 4-9=-1703/1129 BOT CHORD 2-10=-1070/1622, 5-10=-405/1300, 5-11=-344/1296, 4-11=-1062/1615 WEBS 3-5=0/411 Structural wood sheathing directly applied or 4-7-0 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-8-9, Interior(1) 0-8-9 to 7-0-0, Exterior(2R) 7-0-0 to 10-0-0, Interior(1) 10-0-0 to 13-8-8 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) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) except (jt=Ib) 4=245, 2=344. 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 250.01b live 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 1650 Ib. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 13-10-8 for 118.9 plf. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-68, 3-4=-68, 2-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-58, 3-4=-58, 2-4=-20 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 F02 Common 3 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:40 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-PgFJmCg2_54u570Z8FrVvztYS0t1 xc3waZRgcNyl IcT LOAD CASE(S) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-28, 3-4=-28, 2-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=56, 2-6=37, 3-6=26, 3-8=48, 4-8=26, 2-4=-12 Horz: 1-2=-68, 2-6=-49, 3-6=-38, 3-8=60, 4-8=38 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=21, 2-7=26, 3-7=48, 3-9=26, 4-9=37, 2-4=-12 Horz: 1-2=-33, 2-7=-38, 3-7=-60, 3-9=38, 4-9=49 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-17, 2-3=-45, 3-4=-45, 2-4=-20 Horz: 1-2=-11, 2-3=17, 3-4=-17 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-39, 2-3=-45, 3-4=-45, 2-4=-20 Horz: 1-2=11, 2-3=17, 3-4=-17 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-3=20, 3-4=9, 2-4=-12 Horz: 1-2=-47, 2-3=-32, 3-4=21 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=9, 3-4=20, 2-4=-12 Horz: 1-2=-16, 2-3=-21, 3-4=32 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 3-4=-18, 2-4=-20 Horz: 1-2=-5, 2-3=1, 3-4=10 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-3=-18, 3-4=-29, 2-4=-20 Horz: 1-2=-16, 2-3=-10, 3-4=-1 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-3=17, 3-4=17, 2-4=-12 Horz: 1-2=-44, 2-3=-29, 3-4=29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-3=7, 3-4=7, 2-4=-12 Horz: 1-2=-34, 2-3=-19, 3-4=19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 3-4=-29, 2-4=-20 Horz: 1-2=-5, 2-3=1, 3-4=-1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 3-4=-29, 2-4=-20 Horz: 1-2=-5, 2-3=1, 3-4=-1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-3=-28, 3-4=-28, 2-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 3-4=-50, 2-4=-20 Horz: 1-2=-3, 2-3=1, 3-4=8 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-3=-50, 3-4=-59, 2-4=-20 Horz: 1-2=-12, 2-3=-8, 3-4=-1 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 3-4=-59, 2-4=-20 Horz: 1-2=-3, 2-3=1, 3-4=-1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 3-4=-59, 2-4=-20 Horz: 1-2=-3, 2-3=1, 3-4=-1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=-28, 3-4=-28, 2-4=-12 Horz: 1-2=-16, 2-3=16, 3-4=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 F02 Common 3 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:40 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-PgFJmCg2_54u57OZ8FrVvztYS0t1 xc3waZRgcNyl IcT LOAD CASE(S) Uniform Loads (plf) Vert: 1-3=4, 3-4=4, 2-4=-12 Horz: 1-3=-16, 3-4=16 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=21, 2-7=58, 3-7=80, 3-9=-5, 4-9=5, 2-4=-12 Horz: 1-2=-33, 2-7=415, 3-7=393, 3-9=488, 4-9=498 Drag: 2-4=-119 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=21, 2-7=-5, 3-7=17, 3-9=58, 4-9=68, 2-4=-12 Horz: 1-2=-33, 2-7=-492, 3-7=-514, 3-9=-411, 4-9=-400 Drag: 2-4=119 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-39, 2-3=-13, 3-4=-76, 2-4=-20 Horz: 1-2=11, 2-3=470, 3-4=433 Drag: 2-4=-119 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-39, 2-3=-76, 3-4=-13, 2-4=-20 Horz: 1-2=11, 2-3=-437, 3-4=-466 Drag: 2-4=119 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=35, 2-3=51, 3-4=-22, 2-4=-12 Horz: 1-2=-47, 2-3=421, 3-4=470 Drag: 2-4=-119 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=35, 2-3=-11, 3-4=41, 2-4=-12 Horz: 1-2=-47, 2-3=-486, 3-4=-428 Drag: 2-4=119 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=4, 2-3=40, 3-4=-11, 2-4=-12 Horz: 1-2=-16, 2-3=432, 3-4=482 Drag: 2-4=-119 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=4, 2-3=-22, 3-4=52, 2-4=-12 Horz: 1-2=-16, 2-3=-475, 3-4=-417 Drag: 2-4=119 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-3=2, 3-4=-49, 2-4=-20 Horz: 1-2=-5, 2-3=454, 3-4=460 Drag: 2-4=-119 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-60, 3-4=14, 2-4=-20 Horz: 1-2=-5, 2-3=-453, 3-4=-439 Drag: 2-4=119 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-12, 2-3=14, 3-4=-60, 2-4=-20 Horz: 1-2=-16, 2-3=443, 3-4=449 Drag: 2-4=-119 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-12, 2-3=-49, 3-4=3, 2-4=-20 Horz: 1-2=-16, 2-3=-464, 3-4=-450 Drag: 2-4=119 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=32, 2-3=49, 3-4=-14, 2-4=-12 Horz: 1-2=-44, 2-3=424, 3-4=479 Drag: 2-4=-119 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=32, 2-3=-14, 3-4=49, 2-4=-12 Horz: 1-2=-44, 2-3=-483, 3-4=-420 Drag: 2-4=119 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 F02 Common 3 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:40 2021 Page 4 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-PgFJmCg2_54u57OZ8FrVvztYS0t1 xc3waZRgcNyl IcT LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=22, 2-3=38, 3-4=-25, 2-4=-12 Horz: 1-2=-34, 2-3=435, 3-4=468 Drag: 2-4=-119 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=22, 2-3=-25, 3-4=38, 2-4=-12 Horz: 1-2=-34, 2-3=-472, 3-4=-431 Drag: 2-4=119 39) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-3=2, 3-4=-60, 2-4=-20 Horz: 1-2=-5, 2-3=454, 3-4=449 Drag: 2-4=-119 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-60, 3-4=3, 2-4=-20 Horz: 1-2=-5, 2-3=-453, 3-4=-450 Drag: 2-4=119 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-3=2, 3-4=-60, 2-4=-20 Horz: 1-2=-5, 2-3=454, 3-4=449 Drag: 2-4=-119 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-60, 3-4=3, 2-4=-20 Horz: 1-2=-5, 2-3=-453, 3-4=-450 Drag: 2-4=119 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 2-3=3, 3-4=-59, 2-4=-20 Horz: 2-3=454, 3-4=449 Drag: 2-4=-119 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-59, 3-4=3, 2-4=-20 Horz: 2-3=-454, 3-4=-449 Drag: 2-4=119 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 2-3=14, 3-4=-48, 2-4=-12 Horz: 2-3=454, 3-4=449 Drag: 2-4=-119 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 2-3=-48, 3-4=15, 2-4=-12 Horz: 2-3=-454, 3-4=-449 Drag: 2-4=119 47) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-68, 3-4=-28, 2-4=-20 48) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-28, 3-4=-68, 2-4=-20 49) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-58, 3-4=-28, 2-4=-20 50) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-28, 3-4=-58, 2-4=-20 51) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 3-4=-28, 2-4=-20 Concentrated Loads (Ib) Vert: 10=-250 52) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 3-4=-28, 2-4=-20 Concentrated Loads (Ib) Vert: 11=-250 53) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 3-4=-28, 2-4=-20 Concentrated Loads (Ib) Vert: 2=-250 54) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 5 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 F02 Common 3 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:40 2021 Page 5 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-PgFJmCg2_54u570Z8FrVvztYS0t1 xc3waZRgcNyl IcT LOAD CASE(S) Uniform Loads (plf) Vert: 1-3=-28, 3-4=-28, 2-4=-20 Concentrated Loads (Ib) Vert: 5=-250 55) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 3-4=-28, 2-4=-20 Concentrated Loads (Ib) Vert: 4=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 F03 Common 1 1 Job Reference (optional) 6-6-8 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:42 2021 Page 1 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-L3M3BusIWjLcKRYyGgtz_OyuOpYXPWYD1 swxhGyllcR 13-5-0 6-6-8 3.00 12 5 6 6-10-8 Scale = 1:21.0 Camber = 3/16 in 4x6 = W1 7 8 3 E 3x4 = 9 6-6-8 1.5x4 II 10 13-5-0 3x4 = 6-6-8 6-10-8 Plate Offsets (X,Y)-- [1:0-0-10,0-1-2], [2:0-3-0,0-2-8] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CSI. TC 0.54 BC 0.57 WB 0.13 Matrix-S DEFL. in (loc) I/defl Vert(LL) -0.21 3-4 >752 Vert(CT) -0.38 3-4 >416 Horz(CT) 0.04 3 n/a L/d 240 180 n/a PLATES GRIP MT20 220/195 Weight: 40 Ib FT = 20% LUMBER - TOP CHORD 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 REACTIONS. (Ib/size) 1=580/Mechanical, 3=580/0-4-0 (min. 0-1-8) Max Horz 1=-20(LC 10) Max Upliftl=-35(LC 12), 3=-35(LC 12) BRACING - TOP CHORD BOT CHORD FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-5=-1338/340, 5-6=-1284/340, 2-6=-1275/351, 2-7=-1271/350, 7-8=-1281/338, 3-8=-1335/338 BOT CHORD 1-9=-288/1238, 4-9=-288/1238, 4-10=-288/1238, 3-10=-288/1238 WEBS 2-4=0/413 Structural wood sheathing directly applied or 4-7-5 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-12 to 3-0-12, Interior(1) 3-0-12 to 6-6-8, Exterior(2R) 6-6-8 to 9-6-8, Interior(1) 9-6-8 to 13-3-0 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. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) 1, 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 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 2-3=-68, 1-3=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 2-3=-58, 1-3=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 F03 Common 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:42 2021 Page 2 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-L3M3BusIWjLcKRYyGgtz_OyuOpYXPWYD1 swxhGyllcR LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 1-3=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=37, 2-5=27, 2-7=50, 3-7=27, 1-3=-12 Horz: 1-5=-49, 2-5=-39, 2-7=62, 3-7=39 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=27, 2-6=50, 2-8=27, 3-8=37, 1-3=-12 Horz: 1-6=-39, 2-6=-62, 2-8=39, 3-8=49 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-45, 2-3=-45, 1-3=-20 Horz: 1-2=17, 2-3=-17 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-45, 2-3=-45, 1-3=-20 Horz: 1-2=17, 2-3=-17 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=20, 2-3=9, 1-3=-12 Horz: 1-2=-32, 2-3=21 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 2-3=20, 1-3=-12 Horz: 1-2=-21, 2-3=32 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-3=-18, 1-3=-20 Horz: 1-2=1, 2-3=10 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-18, 2-3=-29, 1-3=-20 Horz: 1-2=-10, 2-3=-1 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-3=17, 1-3=-12 Horz: 1-2=-29, 2-3=29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 2-3=7, 1-3=-12 Horz: 1-2=-19, 2-3=19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-3=-29, 1-3=-20 Horz: 1-2=1, 2-3=-1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-3=-29, 1-3=-20 Horz: 1-2=1, 2-3=-1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 1-3=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 2-3=-50, 1-3=-20 Horz: 1-2=1, 2-3=8 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-50, 2-3=-59, 1-3=-20 Horz: 1-2=-8, 2-3=-1 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 2-3=-59, 1-3=-20 Horz: 1-2=1, 2-3=-1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 2-3=-59, 1-3=-20 Horz: 1-2=1, 2-3=-1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 1-3=-12 Horz: 1-2=16, 2-3=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=4, 1-3=-12 Horz: 1-2=-16, 2-3=16 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 F03 Common 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:42 2021 Page 3 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-L3M3BusIWjLcKRYyGgtz_OyuOpYXPWYD1 swxhGyllcR LOAD CASE(S) 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 2-3=-28, 1-3=-20 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-68, 1-3=-20 25) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 2-3=-28, 1-3=-20 26) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-58, 1-3=-20 27) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 1-3=-20 Concentrated Loads (Ib) Vert: 9=-250 28) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 1-3=-20 Concentrated Loads (Ib) Vert: 10=-250 29) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 1-3=-20 Concentrated Loads (Ib) Vert: 1=-250 30) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 1-3=-20 Concentrated Loads (Ib) Vert: 4=-250 31) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 1-3=-20 Concentrated Loads (Ib) Vert: 3=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 G01 Common 3 1 Job Reference (optional) -2-3-0 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:43 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-pFwSPEtwHOTTyb78gOOCWcV6?Dvi8_MGWfUDiyl IcQ 5-11-8 11-5-8 2-3-0 3.00 12 3x6 = 5-11-8 10 5-11-8 B 4x5 = 3 W1 5 1.5x4 II 8 5-6-0 11 11-5-8 9 Scale = 1:21.8 Camber = 1/16 in 4 3x6 = 5-11-8 5-6-0 0 Plate Offsets (X,Y)-- [2:0-3-14,Edge], [3:0-2-8,0-2-4], [4:0-1-4,0-0-13] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.33 BC 0.45 WB 0.12 Matrix-S DEFL. in (loc) I/defl Vert(LL) -0.13 2-5 >999 Vert(CT) -0.21 2-5 >633 Horz(CT) 0.02 4 n/a L/d 240 180 n/a PLATES GRIP MT20 220/195 Weight: 37 Ib FT = 20% LUMBER - TOP CHORD 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 REACTIONS. (Ib/size) 4=472/Mechanical, 2=682/0-5-8 (min. 0-1-8) Max Horz 2=43(LC 27) Max Uplift4=-245(LC 30), 2=-347(LC 27) Max Grav4=510(LC 55), 2=682(LC 1) BRACING - TOP CHORD BOT CHORD FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-6=-1632/1156, 6-7=-1556/1086, 3-7=-1156/676, 3-8=-1120/688, 8-9=-1191/766, 4-9=-1505/1127 BOT CHORD 2-10=-1098/1459, 5-10=-399/1129, 5-11=-353/1109, 4-11=-1058/1423 WEBS 3-5=0/377 Structural wood sheathing directly applied or 5-1-15 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-8-9, Interior(1) 0-8-9 to 5-11-8, Exterior(2R) 5-11-8 to 8-11-8, Interior(1) 8-11-8 to 11-4-12 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) except (jt=Ib) 4=245, 2=347. 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 250.0lb live 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 drag load of 1650 Ib. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 11-5-8 for 144.0 plf. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-68, 3-4=-68, 2-4=-20 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 G01 Common 3 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:43 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-pFwSPEtwHOTTyb78gOOCWcV6?Dvi8_MGWfUDiyl IcQ LOAD CASE(S) 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-58, 3-4=-58, 2-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-28, 3-4=-28, 2-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=57, 2-6=40, 3-6=31, 3-9=56, 4-9=31, 2-4=-12 Horz: 1-2=-69, 2-6=-52, 3-6=-43, 3-9=68, 4-9=43 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 2-7=31, 3-7=56, 3-8=31, 4-8=40, 2-4=-12 Horz: 1-2=-38, 2-7=-43, 3-7=-68, 3-8=43, 4-8=52 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-15, 2-3=-47, 3-4=-47, 2-4=-20 Horz: 1-2=-13, 2-3=19, 3-4=-19 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-3=-47, 3-4=-47, 2-4=-20 Horz: 1-2=13, 2-3=19, 3-4=-19 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-3=20, 3-4=9, 2-4=-12 Horz: 1-2=-47, 2-3=-32, 3-4=21 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=9, 3-4=20, 2-4=-12 Horz: 1-2=-16, 2-3=-21, 3-4=32 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 3-4=-18, 2-4=-20 Horz: 1-2=-5, 2-3=1, 3-4=10 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-3=-18, 3-4=-29, 2-4=-20 Horz: 1-2=-16, 2-3=-10, 3-4=-1 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-3=17, 3-4=17, 2-4=-12 Horz: 1-2=-44, 2-3=-29, 3-4=29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-3=7, 3-4=7, 2-4=-12 Horz: 1-2=-34, 2-3=-19, 3-4=19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 3-4=-29, 2-4=-20 Horz: 1-2=-5, 2-3=1, 3-4=-1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 3-4=-29, 2-4=-20 Horz: 1-2=-5, 2-3=1, 3-4=-1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-3=-28, 3-4=-28, 2-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 3-4=-50, 2-4=-20 Horz: 1-2=-3, 2-3=1, 3-4=8 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-3=-50, 3-4=-59, 2-4=-20 Horz: 1-2=-12, 2-3=-8, 3-4=-1 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 3-4=-59, 2-4=-20 Horz: 1-2=-3, 2-3=1, 3-4=-1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 3-4=-59, 2-4=-20 Horz: 1-2=-3, 2-3=1, 3-4=-1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=-28, 3-4=-28, 2-4=-12 Horz: 1-2=-16, 2-3=16, 3-4=-16 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 G01 Common 3 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:43 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-pFwSPEtwHOTTyb78g0OCWcV6?Dvi8_MGWfUDiyl IcQ LOAD CASE(S) 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 3-4=4, 2-4=-12 Horz: 1-3=-16, 3-4=16 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 2-7=69, 3-7=94, 3-8=-9, 4-8=-0, 2-4=-12 Horz: 1-2=-38, 2-7=501, 3-7=477, 3-8=560, 4-8=569 Drag: 2-4=-144 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 2-7=-7, 3-7=17, 3-8=71, 4-8=80, 2-4=-12 Horz: 1-2=-38, 2-7=-588, 3-7=-612, 3-8=-474, 4-8=-465 Drag: 2-4=144 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-41, 2-3=-9, 3-4=-87, 2-4=-20 Horz: 1-2=13, 2-3=563, 3-4=498 Drag: 2-4=-144 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-41, 2-3=-85, 3-4=-7, 2-4=-20 Horz: 1-2=13, 2-3=-526, 3-4=-535 Drag: 2-4=144 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=35, 2-3=58, 3-4=-31, 2-4=-12 Horz: 1-2=-47, 2-3=512, 3-4=538 Drag: 2-4=-144 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=35, 2-3=-18, 3-4=49, 2-4=-12 Horz: 1-2=-47, 2-3=-577, 3-4=-496 Drag: 2-4=144 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=4, 2-3=47, 3-4=-20, 2-4=-12 Horz: 1-2=-16, 2-3=523, 3-4=549 Drag: 2-4=-144 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=4, 2-3=-29, 3-4=60, 2-4=-12 Horz: 1-2=-16, 2-3=-566, 3-4=-485 Drag: 2-4=144 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-3=9, 3-4=-58, 2-4=-20 Horz: 1-2=-5, 2-3=545, 3-4=527 Drag: 2-4=-144 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-67, 3-4=22, 2-4=-20 Horz: 1-2=-5, 2-3=-544, 3-4=-506 Drag: 2-4=144 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-12, 2-3=20, 3-4=-69, 2-4=-20 Horz: 1-2=-16, 2-3=534, 3-4=516 Drag: 2-4=-144 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-12, 2-3=-56, 3-4=11, 2-4=-20 Horz: 1-2=-16, 2-3=-555, 3-4=-518 Drag: 2-4=144 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=32, 2-3=55, 3-4=-23, 2-4=-12 Horz: 1-2=-44, 2-3=515, 3-4=546 Drag: 2-4=-144 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=32, 2-3=-21, 3-4=57, 2-4=-12 Horz: 1-2=-44, 2-3=-574, 3-4=-487 Drag: 2-4=144 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 G01 Common 3 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:43 2021 Page 4 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-pFwSPEtwHOTTyb78g0OCWcV6?Dvi8_MGWfUDiyl IcQ LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=22, 2-3=45, 3-4=-33, 2-4=-12 Horz: 1-2=-34, 2-3=526, 3-4=535 Drag: 2-4=-144 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=22, 2-3=-31, 3-4=47, 2-4=-12 Horz: 1-2=-34, 2-3=-563, 3-4=-498 Drag: 2-4=144 39) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-3=9, 3-4=-69, 2-4=-20 Horz: 1-2=-5, 2-3=545, 3-4=516 Drag: 2-4=-144 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-67, 3-4=11, 2-4=-20 Horz: 1-2=-5, 2-3=-544, 3-4=-518 Drag: 2-4=144 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-3=9, 3-4=-69, 2-4=-20 Horz: 1-2=-5, 2-3=545, 3-4=516 Drag: 2-4=-144 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-67, 3-4=11, 2-4=-20 Horz: 1-2=-5, 2-3=-544, 3-4=-518 Drag: 2-4=144 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 2-3=10, 3-4=-68, 2-4=-20 Horz: 2-3=545, 3-4=517 Drag: 2-4=-144 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-66, 3-4=12, 2-4=-20 Horz: 2-3=-545, 3-4=-517 Drag: 2-4=144 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 2-3=21, 3-4=-57, 2-4=-12 Horz: 2-3=545, 3-4=517 Drag: 2-4=-144 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 2-3=-55, 3-4=23, 2-4=-12 Horz: 2-3=-545, 3-4=-517 Drag: 2-4=144 47) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-68, 3-4=-28, 2-4=-20 48) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-28, 3-4=-68, 2-4=-20 49) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-58, 3-4=-28, 2-4=-20 50) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-28, 3-4=-58, 2-4=-20 51) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 3-4=-28, 2-4=-20 Concentrated Loads (Ib) Vert: 10=-250 52) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 3-4=-28, 2-4=-20 Concentrated Loads (Ib) Vert: 11=-250 53) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 3-4=-28, 2-4=-20 Concentrated Loads (Ib) Vert: 2=-250 54) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 5 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 G01 Common 3 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:43 2021 Page 5 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-pFwSPEtwHOTTyb78g0OCWcV6?Dvi8_MGWfUDiyl IcQ LOAD CASE(S) Uniform Loads (plf) Vert: 1-3=-28, 3-4=-28, 2-4=-20 Concentrated Loads (Ib) Vert: 5=-250 55) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 3-4=-28, 2-4=-20 Concentrated Loads (Ib) Vert: 4=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 G02 Common 1 1 Job Reference (optional) -2-3-0 2-3-0 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:45 2021 Page 1 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-Ie2CpwuBpejACuGXxpRgc1 aRs1 bkcuSfkg8blbyllcO 5-11-8 11-11-0 5-11-8 5-11-8 Scale = 1:22.3 Camber = 1/8 in 3.00 7 4x5 = 3 W1 8 4 3x4 = 9 5-11-8 5 1.5x4 II 10 11-11-0 3x4 = 5-11-8 5-11-8 Plate Offsets (X,Y)-- [3:0-2-8,0-2-4] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.37 BC 0.48 WB 0.12 Matrix-S DEFL. in (loc) I/defl Vert(LL) -0.14 4-5 >999 Vert(CT) -0.24 4-5 >565 Horz(CT) 0.03 4 n/a L/d 240 180 n/a PLATES GRIP MT20 220/195 Weight: 38 Ib FT = 20% LUMBER - TOP CHORD 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 REACTIONS. (Ib/size) 4=485/0-5-8 (min. 0-1-8), 2=694/0-5-8 (min. 0-1-8) Max Horz 2=43(LC 8) Max Uplift4=-29(LC 9), 2=-129(LC 8) Max Grav4=517(LC 31), 2=694(LC 1) BRACING - TOP CHORD BOT CHORD FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-6=-1082/295, 6-7=-1075/304, 3-7=-1056/313, 3-8=-1056/323, 4-8=-1075/313 BOT CHORD 2-9=-268/1021, 5-9=-268/1021, 5-10=-268/1021, 4-10=-268/1021 WEBS 3-5=0/381 Structural wood sheathing directly applied or 5-8-3 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-8-9, Interior(1) 0-8-9 to 5-11-8, Exterior(2R) 5-11-8 to 8-11-8, Interior(1) 8-11-8 to 11-8-4 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) 4 except (jt=Ib) 2=129. 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 250.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-68, 3-4=-68, 2-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-58, 3-4=-58, 2-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-28, 3-4=-28, 2-4=-40 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 G02 Common 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:45 2021 Page 2 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-Ie2CpwuBpejACuGXxpRgc1 aRs1 bkcuSfkg8blbyllcO LOAD CASE(S) 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=57, 2-6=39, 3-6=29, 3-8=54, 4-8=29, 2-4=-12 Horz: 1-2=-69, 2-6=-51, 3-6=-41, 3-8=66, 4-8=41 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=24, 2-7=29, 3-7=54, 3-8=29, 4-8=39, 2-4=-12 Horz: 1-2=-36, 2-7=-41, 3-7=-66, 3-8=41, 4-8=51 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-15, 2-3=-46, 3-4=-46, 2-4=-20 Horz: 1-2=-13, 2-3=18, 3-4=-18 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-3=-46, 3-4=-46, 2-4=-20 Horz: 1-2=13, 2-3=18, 3-4=-18 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-3=20, 3-4=9, 2-4=-12 Horz: 1-2=-47, 2-3=-32, 3-4=21 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=9, 3-4=20, 2-4=-12 Horz: 1-2=-16, 2-3=-21, 3-4=32 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 3-4=-18, 2-4=-20 Horz: 1-2=-5, 2-3=1, 3-4=10 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-3=-18, 3-4=-29, 2-4=-20 Horz: 1-2=-16, 2-3=-10, 3-4=-1 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-3=17, 3-4=17, 2-4=-12 Horz: 1-2=-44, 2-3=-29, 3-4=29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-3=7, 3-4=7, 2-4=-12 Horz: 1-2=-34, 2-3=-19, 3-4=19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 3-4=-29, 2-4=-20 Horz: 1-2=-5, 2-3=1, 3-4=-1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 3-4=-29, 2-4=-20 Horz: 1-2=-5, 2-3=1, 3-4=-1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-3=-28, 3-4=-28, 2-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 3-4=-50, 2-4=-20 Horz: 1-2=-3, 2-3=1, 3-4=8 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-3=-50, 3-4=-59, 2-4=-20 Horz: 1-2=-12, 2-3=-8, 3-4=-1 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 3-4=-59, 2-4=-20 Horz: 1-2=-3, 2-3=1, 3-4=-1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 3-4=-59, 2-4=-20 Horz: 1-2=-3, 2-3=1, 3-4=-1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=-28, 3-4=-28, 2-4=-12 Horz: 1-2=-16, 2-3=16, 3-4=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 3-4=4, 2-4=-12 Horz: 1-3=-16, 3-4=16 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-68, 3-4=-28, 2-4=-20 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 G02 Common 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:45 2021 Page 3 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-Ie2CpwuBpejACuGXxpRgc1 aRs1 bkcuSfkg8blbyllc0 LOAD CASE(S) 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-28, 3-4=-68, 2-4=-20 25) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-58, 3-4=-28, 2-4=-20 26) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-28, 3-4=-58, 2-4=-20 27) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 3-4=-28, 2-4=-20 Concentrated Loads (Ib) Vert: 9=-250 28) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 3-4=-28, 2-4=-20 Concentrated Loads (Ib) Vert: 10=-250 29) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 3-4=-28, 2-4=-20 Concentrated Loads (Ib) Vert: 2=-250 30) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 3-4=-28, 2-4=-20 Concentrated Loads (Ib) Vert: 5=-250 31) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 3-4=-28, 2-4=-20 Concentrated Loads (Ib) Vert: 4=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 G03 GABLE 1 1 Job Reference (optional) -2-3-0 2-3-0 1) 2 3x6 = 3.00 ff 3x4 5x8 = 16 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:47 2021 Page 1 I D:2ar''8W2eFUCW R?TpXo8wrzylz6Y-h 1 AyEcwRLFzu RCQv3DT8hSgncq KN4nYyB8d iMTyl IcM 5-11-8 11-11-0 14-2-0 5-11-8 5-11-8 I 2-3-0 14 3 3x4 = 13 17 12 18 11 19 10 11-11-0 7 15 3x4 20 6x8 3x6 = 8 11-11-0 Scale = 1:26.7 9 Io Plate Offsets (X,Y)-- [2:0-0-4,0-2-13], [2:0-6-0,Edge], [8:0-0-4,0-2-5], [8:0-0-0,0-2-4] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CSI. TC 0.35 BC 0.21 WB 0.08 Matrix-S DEFL. in (loc) I/defl L/d Vert(LL) 0.00 8 n/r 120 Vert(CT) -0.05 9 n/r 120 Horz(CT) 0.01 11 n/a n/a PLATES GRIP MT20 220/195 Weight: 57 Ib FT = 20% LUMBER - TOP CHORD 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 OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 5-4-4 oc purlins. Rigid ceiling directly applied or 5-6-5 oc bracing. 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. (Ib) - Max Horz 2=-31(LC 30) Max Uplift All uplift 100 Ib or less at joint(s) 13, 10 except 2=-394(LC 27), 8=-395(LC 30), 12=-143(LC 51), 11=-135(LC 55) Max Gray All reactions 250 Ib or less at joint(s) except 2=435(LC 44), 8=431(LC 43), 13=453(LC 51), 12=280(LC 58), 11=284(LC 59), 10=443(LC 55) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-14=-1536/1540, 3-14=-770/795, 3-4=-535/576, 5-6=-189/265, 6-7=-558/594, 7-15=-765/801, 8-15=-1531/1546 BOT CHORD 2-16=-1489/1518, 13-16=-989/1030, 13-17=-489/537, 12-17=-322/370, 11-19=-343/390, 10-19=-510/556, 10-20=-998/1042, 8-20=-1488/1505 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -2-3-7 to 0-8-9, Exterior(2N) 0-8-9 to 5-11-8, Corner(3R) 5-11-8 to 8-11-8, Exterior(2N) 8-11-8 to 14-2-7 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) 13, 10 except (jt=Ib) 2=394, 8=395, 12=143, 11=135. 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 250.0lb live 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 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 11-11-0 for 250.0 plf. Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 G03 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:47 2021 Page 2 I D:2ar'78W2eFUCW R?TpXo8wrzylz6Y-h 1 AyEcwRLFzu RCQv3DT8hSgncq KN4nYyB8d iMTyl IcM NOTES- 14) No notches allowed in overhang and 2-3-0 from left end and 2-3-0 from right end or 12" along rake from scarf, whichever is larger. Minimum 1.5x4 tie plates required at 2-0-0 o.c. maximum between the stacking chords. For edge -wise notching, provide at least one tie plate between each notch. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-68, 5-9=-68, 2-8=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-58, 5-9=-58, 2-8=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-28, 5-9=-28, 2-8=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=73, 2-5=54, 5-15=65, 8-15=54, 8-9=49, 2-8=-12 Horz: 1-2=-85, 2-5=-66, 5-15=77, 8-15=66, 8-9=61 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=49, 2-14=54, 5-14=65, 5-8=54, 8-9=73, 2-8=-12 Horz: 1-2=-61, 2-14=-66, 5-14=-77, 5-8=66, 8-9=85 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-15, 2-5=-46, 5-8=-46, 8-9=-41, 2-8=-20 Horz: 1-2=-13, 2-5=18, 5-8=-18, 8-9=-13 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-5=-46, 5-8=-46, 8-9=-15, 2-8=-20 Horz: 1-2=13, 2-5=18, 5-8=-18, 8-9=13 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-5=20, 5-8=9, 8-9=4, 2-8=-12 Horz: 1-2=-47, 2-5=-32, 5-8=21, 8-9=16 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=9, 5-8=20, 8-9=35, 2-8=-12 Horz: 1-2=-16, 2-5=-21, 5-8=32, 8-9=47 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-5=-29, 5-8=-18, 8-9=-12, 2-8=-20 Horz: 1-2=-5, 2-5=1, 5-8=10, 8-9=16 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-5=-18, 5-8=-29, 8-9=-23, 2-8=-20 Horz: 1-2=-16, 2-5=-10, 5-8=-1, 8-9=5 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-5=17, 5-8=17, 8-9=32, 2-8=-12 Horz: 1-2=-44, 2-5=-29, 5-8=29, 8-9=44 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-5=7, 5-8=7, 8-9=22, 2-8=-12 Horz: 1-2=-34, 2-5=-19, 5-8=19, 8-9=34 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-5=-29, 5-8=-29, 8-9=-23, 2-8=-20 Horz: 1-2=-5, 2-5=1, 5-8=-1, 8-9=5 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-5=-29, 5-8=-29, 8-9=-23, 2-8=-20 Horz: 1-2=-5, 2-5=1, 5-8=-1, 8-9=5 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-5=-28, 5-9=-28, 2-8=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-5=-59, 5-8=-50, 8-9=-46, 2-8=-20 Horz: 1-2=-3, 2-5=1, 5-8=8, 8-9=12 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-5=-50, 5-8=-59, 8-9=-55, 2-8=-20 Horz: 1-2=-12, 2-5=-8, 5-8=-1, 8-9=3 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-5=-59, 5-8=-59, 8-9=-55, 2-8=-20 Horz: 1-2=-3, 2-5=1, 5-8=-1, 8-9=3 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 G03 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:47 2021 Page 3 I D:2ar'78W2eFUCW R?TpXo8wrzylz6Y-h 1 AyEcwRLFzu RCQv3DT8hSgncq KN4nYyB8d iMTyl IcM LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-55, 2-5=-59, 5-8=-59, 8-9=-55, 2-8=-20 Horz: 1-2=-3, 2-5=1, 5-8=-1, 8-9=3 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=-28, 5-9=-28, 2-8=-12 Horz: 1-2=-16, 2-5=16, 5-9=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=4, 5-9=4, 2-8=-12 Horz: 1-5=-16, 5-9=16 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=49, 2-14=99, 3-14=109, 3-5=127, 5-7=-8, 7-8=10, 8-9=73, 2-8=-12 Horz: 1-2=-61, 2-14=1329, 3-14=1318, 3-5=923, 5-7=1066, 7-8=1473, 8-9=85 Drag: 2-8=-250 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=49, 2-14=9, 3-14=20, 3-5=2, 5-7=117, 7-8=99, 8-9=73, 2-8=-12 Horz: 1-2=-61, 2-14=-1461, 3-14=-1472, 3-5=-1077, 5-7=-934, 7-8=-1341, 8-9=85 Drag: 2-8=250 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-41, 2-3=-1, 3-5=16, 5-7=-109, 7-8=-91, 8-9=-15, 2-8=-20 Horz: 1-2=13, 2-3=1413, 3-5=1018, 5-7=982, 7-8=1389, 8-9=13 Drag: 2-8=-250 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-41, 2-3=-91, 3-5=-109, 5-7=16, 7-8=-2, 8-9=-15, 2-8=-20 Horz: 1-2=13, 2-3=-1377, 3-5=-982, 5-7=-1018, 7-8=-1425, 8-9=13 Drag: 2-8=250 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=35, 2-3=65, 3-5=83, 5-7=-53, 7-8=-35, 8-9=4, 2-8=-12 Horz: 1-2=-47, 2-3=1363, 3-5=968, 5-7=1021, 7-8=1428, 8-9=16 Drag: 2-8=-250 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=35, 2-3=-25, 3-5=-42, 5-7=72, 7-8=54, 8-9=4, 2-8=-12 Horz: 1-2=-47, 2-3=-1427, 3-5=-1032, 5-7=-979, 7-8=-1386, 8-9=16 Drag: 2-8=250 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=4, 2-3=54, 3-5=72, 5-7=-42, 7-8=-24, 8-9=35, 2-8=-12 Horz: 1-2=-16, 2-3=1374, 3-5=979, 5-7=1032, 7-8=1439, 8-9=47 Drag: 2-8=-250 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=4, 2-3=-36, 3-5=-53, 5-7=83, 7-8=65, 8-9=35, 2-8=-12 Horz: 1-2=-16, 2-3=-1416, 3-5=-1021, 5-7=-968, 7-8=-1375, 8-9=47 Drag: 2-8=250 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-3=16, 3-5=34, 5-7=-80, 7-8=-62, 8-9=-12, 2-8=-20 Horz: 1-2=-5, 2-3=1396, 3-5=1001, 5-7=1010, 7-8=1417, 8-9=16 Drag: 2-8=-250 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-74, 3-5=-91, 5-7=45, 7-8=27, 8-9=-12, 2-8=-20 Horz: 1-2=-5, 2-3=-1394, 3-5=-999, 5-7=-990, 7-8=-1397, 8-9=16 Drag: 2-8=250 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-12, 2-3=27, 3-5=45, 5-7=-91, 7-8=-73, 8-9=-23, 2-8=-20 Horz: 1-2=-16, 2-3=1385, 3-5=990, 5-7=999, 7-8=1406, 8-9=5 Drag: 2-8=-250 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-12, 2-3=-62, 3-5=-80, 5-7=34, 7-8=16, 8-9=-23, 2-8=-20 Horz: 1-2=-16, 2-3=-1405, 3-5=-1010, 5-7=-1001, 7-8=-1408, 8-9=5 Drag: 2-8=250 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=32, 2-3=62, 3-5=80, 5-7=-45, 7-8=-27, 8-9=32, 2-8=-12 Horz: 1-2=-44, 2-3=1366, 3-5=971, 5-7=1029, 7-8=1436, 8-9=44 Drag: 2-8=-250 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 G03 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:47 2021 Page 4 I D:2ar''8W2eFUCW R?TpXo8wrzylz6Y-h 1 AyEcwRLFzu RCQv3DT8hSgncq KN4nYyB8d iMTyl IcM LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=32, 2-3=-27, 3-5=-45, 5-7=80, 7-8=62, 8-9=32, 2-8=-12 Horz: 1-2=-44, 2-3=-1424, 3-5=-1029, 5-7=-971, 7-8=-1378, 8-9=44 Drag: 2-8=250 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=22, 2-3=51, 3-5=69, 5-7=-56, 7-8=-38, 8-9=22, 2-8=-12 Horz: 1-2=-34, 2-3=1376, 3-5=981, 5-7=1019, 7-8=1426, 8-9=34 Drag: 2-8=-250 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=22, 2-3=-38, 3-5=-56, 5-7=69, 7-8=51, 8-9=22, 2-8=-12 Horz: 1-2=-34, 2-3=-1414, 3-5=-1019, 5-7=-981, 7-8=-1388, 8-9=34 Drag: 2-8=250 39) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-3=16, 3-5=34, 5-7=-91, 7-8=-73, 8-9=-23, 2-8=-20 Horz: 1-2=-5, 2-3=1396, 3-5=1001, 5-7=999, 7-8=1406, 8-9=5 Drag: 2-8=-250 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-74, 3-5=-91, 5-7=34, 7-8=16, 8-9=-23, 2-8=-20 Horz: 1-2=-5, 2-3=-1394, 3-5=-999, 5-7=-1001, 7-8=-1408, 8-9=5 Drag: 2-8=250 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-3=16, 3-5=34, 5-7=-91, 7-8=-73, 8-9=-23, 2-8=-20 Horz: 1-2=-5, 2-3=1396, 3-5=1001, 5-7=999, 7-8=1406, 8-9=5 Drag: 2-8=-250 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-74, 3-5=-91, 5-7=34, 7-8=16, 8-9=-23, 2-8=-20 Horz: 1-2=-5, 2-3=-1394, 3-5=-999, 5-7=-1001, 7-8=-1408, 8-9=5 Drag: 2-8=250 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 2-3=17, 3-5=35, 5-7=-91, 7-8=-72, 8-9=-28, 2-8=-20 Horz: 2-3=1395, 3-5=1000, 5-7=1000, 7-8=1407 Drag: 2-8=-250 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-73, 3-5=-91, 5-7=35, 7-8=16, 8-9=-28, 2-8=-20 Horz: 2-3=-1395, 3-5=-1000, 5-7=-1000, 7-8=-1407 Drag: 2-8=250 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 2-3=28, 3-5=46, 5-7=-79, 7-8=-61, 8-9=-17, 2-8=-12 Horz: 2-3=1395, 3-5=1000, 5-7=1000, 7-8=1407 Drag: 2-8=-250 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 2-3=-62, 3-5=-79, 5-7=46, 7-8=28, 8-9=-17, 2-8=-12 Horz: 2-3=-1395, 3-5=-1000, 5-7=-1000, 7-8=-1407 Drag: 2-8=250 47) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-68, 5-9=-28, 2-8=-20 48) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-28, 5-9=-68, 2-8=-20 49) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-58, 5-9=-28, 2-8=-20 50) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-28, 5-9=-58, 2-8=-20 51) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-9=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 16=-250 52) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-9=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 17=-250 53) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 5 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 G03 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:47 2021 Page 5 I D:2ar'78W2eFUCW R?TpXo8wrzylz6Y-h 1 AyEcwRLFzu RCQv3DT8hSgncq KN4nYyB8d iMTyl IcM LOAD CASE(S) Uniform Loads (plf) Vert: 1-5=-28, 5-9=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 18=-250 54) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-9=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 19=-250 55) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-9=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 20=-250 56) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-9=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 2=-250 57) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-9=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 13=-250 58) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-9=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 12=-250 59) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-9=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 11=-250 60) 10th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-9=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 10=-250 61) 11th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-9=-28, 2-8=-20 Concentrated Loads (Ib) Vert: 8=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 H01 Common 8 1 Job Reference (optional) 1 -2-3-0 2-3-0 3.00 12 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:48 2021 Page 1 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-ADkLSyw36Z513M?5cx_NDfCx6EbMpDA5QoNFuvyl IcL 4-5-8 8-11-0 11-2-0 4-5-8 4-5-8 1 2-3-0 1 4x5 = 3 8-11-0 5x6 = 8-11-0 1 0 m 4 Scale = 1:36.4 Camber = 1/8 in Plate Offsets (X,Y)-- [6:0-3-0,0-3-0], [7:0-3-0,0-3-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CSI. TC 0.43 BC 0.55 WB 0.19 Matrix-P DEFL. in (loc) I/defl Vert(LL) -0.17 6-7 >597 Vert(CT) -0.32 6-7 >321 Horz(CT) 0.00 6 n/a L/d 240 180 n/a PLATES GRIP MT20 220/195 Weight: 68 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1 &Btr G BOT CHORD 2x6 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G REACTIONS. (Ib/size) 7=545/0-5-8 (min. 0-1-8), 6=545/0-5-8 (min. 0-1-8) Max Horz 7=-164(LC 10) Max Uplift7=-141(LC 8), 6=-141(LC 9) Max Grav7=559(LC 2), 6=559(LC 2) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-7=-359/289, 4-6=-359/289 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-8-9, Interior(1) 0-8-9 to 4-5-8, Exterior(2R) 4-5-8 to 7-5-8, Interior(1) 7-5-8 to 11-2-7 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) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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 Ib uplift at joint(s) except (jt=lb) 7=141, 6=141. 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 250.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 2-3=-68, 3-4=-68, 4-5=-68, 6-7=-20 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 2-3=-58, 3-4=-58, 4-5=-58, 7-10=-35, 10-12=-50, 6-12=-35 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 3-4=-28, 4-5=-28, 6-7=-40 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 H01 Common 8 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:48 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-ADkLSyw36Z513M?5cx_NDfCx6EbMpDA5QoNFuvyl IcL LOAD CASE(S) 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=58, 2-3=45, 3-9=65, 4-9=45, 4-5=40, 6-7=-12 Horz: 1-2=-70, 2-3=-57, 3-9=77, 4-9=57, 4-5=52, 2-7=22, 4-6=36 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=40, 2-8=45, 3-8=65, 3-4=45, 4-5=58, 6-7=-12 Horz: 1-2=-52, 2-8=-57, 3-8=-77, 3-4=57, 4-5=70, 2-7=-36, 4-6=-22 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-3=-49, 3-4=-49, 4-5=-44, 6-7=-20 Horz: 1-2=-16, 2-3=21, 3-4=-21, 4-5=-16, 2-7=-25, 4-6=-33 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-44, 2-3=-49, 3-4=-49, 4-5=-12, 6-7=-20 Horz: 1-2=16, 2-3=21, 3-4=-21, 4-5=16, 2-7=33, 4-6=25 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-3=20, 3-4=9, 4-5=4, 6-7=-12 Horz: 1-2=-47, 2-3=-32, 3-4=21, 4-5=16, 2-7=15, 4-6=18 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=9, 3-4=20, 4-5=35, 6-7=-12 Horz: 1-2=-16, 2-3=-21, 3-4=32, 4-5=47, 2-7=-18, 4-6=-15 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 3-4=-18, 4-5=-12, 6-7=-20 Horz: 1-2=-5, 2-3=1, 3-4=10, 4-5=16, 2-7=26, 4-6=7 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-3=-18, 3-4=-29, 4-5=-23, 6-7=-20 Horz: 1-2=-16, 2-3=-10, 3-4=-1, 4-5=5, 2-7=-7, 4-6=-26 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-3=17, 3-4=17, 4-5=32, 6-7=-12 Horz: 1-2=-44, 2-3=-29, 3-4=29, 4-5=44, 2-7=-23, 4-6=23 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-3=7, 3-4=7, 4-5=22, 6-7=-12 Horz: 1-2=-34, 2-3=-19, 3-4=19, 4-5=34, 2-7=-23, 4-6=23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 3-4=-29, 4-5=-23, 6-7=-20 Horz: 1-2=-5, 2-3=1, 3-4=-1, 4-5=5, 2-7=-12, 4-6=12 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 3-4=-29, 4-5=-23, 6-7=-20 Horz: 1-2=-5, 2-3=1, 3-4=-1, 4-5=5, 2-7=-12, 4-6=12 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 3-4=-28, 4-5=-28, 7-10=-40, 10-12=-60, 6-12=-40 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 3-4=-50, 4-5=-46, 7-10=-35, 10-12=-50, 6-12=-35 Horz: 1-2=-3, 2-3=1, 3-4=8, 4-5=12, 2-7=19, 4-6=5 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-3=-50, 3-4=-59, 4-5=-55, 7-10=-35, 10-12=-50, 6-12=-35 Horz: 1-2=-12, 2-3=-8, 3-4=-1, 4-5=3, 2-7=-5, 4-6=-19 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 3-4=-59, 4-5=-55, 7-10=-35, 10-12=-50, 6-12=-35 Horz: 1-2=-3, 2-3=1, 3-4=-1, 4-5=3, 2-7=-9, 4-6=9 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 3-4=-59, 4-5=-55, 7-10=-35, 10-12=-50, 6-12=-35 Horz: 1-2=-3, 2-3=1, 3-4=-1, 4-5=3, 2-7=-9, 4-6=9 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=-28, 3-4=-28, 4-5=-28, 6-7=-12 Horz: 1-2=-16, 2-3=16, 3-4=-16, 4-5=-16, 2-7=-16, 4-6=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 H01 Common 8 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:48 2021 Page 3 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-ADkLSyw36Z513M?5cx_NDfCx6EbMpDA5QoNFuvyl IcL LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=4, 2-3=4, 3-4=4, 4-5=4, 6-7=-12 Horz: 1-2=-16, 2-3=-16, 3-4=16, 4-5=16, 2-7=16, 4-6=16 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 2-3=-68, 3-4=-28, 4-5=-28, 6-7=-20 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 3-4=-68, 4-5=-68, 6-7=-20 25) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 2-3=-58, 3-4=-28, 4-5=-28, 7-10=-35, 10-12=-50, 6-12=-35 26) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 3-4=-58, 4-5=-58, 7-10=-35, 10-12=-50, 6-12=-35 27) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 3-4=-28, 4-5=-28, 6-7=-20 Concentrated Loads (Ib) Vert: 11=-250 28) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 3-4=-28, 4-5=-28, 6-7=-20 Concentrated Loads (Ib) Vert: 7=-250 29) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 3-4=-28, 4-5=-28, 6-7=-20 Concentrated Loads (Ib) Vert: 6=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 H02 GABLE 1 1 Job Reference (optional) -2-3-0 2-3-0 3.00 12 3x4 II4x6 II 7x10 II 163 2 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:51 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-aoPT4zzyOUTKwpkg I3Y4rHg0ESkrON PX6mbwVEyl Icl 4-5-8 8-11-0 11-2-0 4-5-8 4-5-8 2-3-0 3x4 = 3x4 I I 4x6 II 7x10 11 7 17 8 15 18 14 19 13 20 12 21 11 22 10 4x6 II 7x8 = 8-11-0 7x8 = 4x6 II 8-11-0 9 9 m Scale = 1:39.2 Plate Offsets (X,Y)-- [2:0-1-0,0-2-0], [2:0-6-4,0-3-8], [3:0-4-11,0-1-13], [5:0-2-0,0-0-8], [5:0-2-0,0-0-8], [7:0-4-11,0-1-13], [8:0-1-0,0-2-0], [8:0-6-4,0-3-8], [10:Edge,0-3-9], [11:0-2-4 ,0-3-4], [14:0-2-4,0-3-4], [15:Edge,0-0-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.70 BC 0.11 WB 0.99 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) 0.00 8 n/r 120 Vert(CT) -0.06 8-9 n/r 120 Horz(CT) 0.00 11 n/a n/a PLATES GRIP MT20 220/195 Weight: 92 Ib FT = 20% LUMBER - TOP CHORD 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 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. WEBS 1 Row at midpt 2-15, 8-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 8-11-0. (Ib) - Max Horz 15=-172(LC 31) Max Uplift All uplift 100 Ib or less at joint(s) 13, 12 except 15=-3150(LC 27), 10=-3140(LC 30), 14=-2763(LC 30), 11=-2754(LC 27) Max Gray All reactions 250 Ib or less at joint(s) except 15=3150(LC 34), 10=3136(LC 31), 13=371(LC 58), 14=2823(LC 31), 12=371(LC 59), 11=2812(LC 34) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-15=-3135/3159, 2-16=-1121/1158, 3-16=-715/805, 3-4=-681/721, 4-5=-350/407, 5-6=-349/408, 6-7=-676/721, 7-17=-713/823, 8-17=-1124/1163, 8-10=-3222/3430 BOT CHORD 15-18=-399/439, 14-18=-642/682, 14-19=-748/779, 13-19=-448/479, 13-20=-416/445, 12-20=-429/458, 12-21=-461 /492, 11-21=-761/792, 11-22=-500/512, 10-22=-257/269 WEBS 4-13=-210/257, 2-14=-3210/3298, 8-11=-3096/3148 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -2-3-7 to 0-8-9, Exterior(2N) 0-8-9 to 4-5-8, Corner(3R) 4-5-8 to 7-5-8, Exterior(2N) 7-5-8 to 11-2-7 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) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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 Ib uplift at joint(s) 13, 12 except (jt=Ib) 15=3150, 10=3140, 14=2763, 11=2754. 12) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 H02 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:51 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-aoPT4zzyOUTKwpkg I3Y4rHgOESkrON PX6mbwVEyl Icl NOTES- 13) This truss has been designed for a moving concentrated load of 250.0lb live 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 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 8-11-0 for 250.0 plf. 15) No notches allowed in overhang and 2-3-0 from left end and 2-3-0 from right end or 12" along rake from scarf, whichever is larger. Minimum 1.5x4 tie plates required at 2-0-0 o.c. maximum between the stacking chords. For edge -wise notching, provide at least one tie plate between each notch. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 2-5=-68, 5-8=-68, 8-9=-68, 10-15=-20 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 2-5=-58, 5-8=-58, 8-9=-58, 13-15=-35, 12-13=-50, 10-12=-35 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 2-5=-28, 5-8=-28, 8-9=-28, 10-15=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=87, 2-5=65, 5-17=78, 8-17=65, 8-9=60, 10-15=-12 Horz: 2-15=22, 1-2=-99, 2-5=-77, 5-17=90, 8-17=77, 8-9=72, 8-10=43 Drag: 2-15=0, 8-10=-0 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=60, 2-16=65, 5-16=78, 5-8=65, 8-9=87, 10-15=-12 Horz: 2-15=-43, 1-2=-72, 2-16=-77, 5-16=-90, 5-8=77, 8-9=99, 8-10=-22 Drag: 2-15=-0, 8-10=0 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-5=-49, 5-8=-49, 8-9=-44, 10-15=-20 Horz: 2-15=-32, 1-2=-16, 2-5=21, 5-8=-21, 8-9=-16, 8-10=-33 Drag: 2-15=-0, 8-10=0 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-44, 2-5=-49, 5-8=-49, 8-9=-12, 10-15=-20 Horz: 2-15=33, 1-2=16, 2-5=21, 5-8=-21, 8-9=16, 8-10=32 Drag: 2-15=0, 8-10=-0 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-5=20, 5-8=9, 8-9=4, 10-15=-12 Horz: 2-15=15, 1-2=-47, 2-5=-32, 5-8=21, 8-9=16, 8-10=18 Drag: 2-15=0, 8-10=-0 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=9, 5-8=20, 8-9=35, 10-15=-12 Horz: 2-15=-18, 1-2=-16, 2-5=-21, 5-8=32, 8-9=47, 8-10=-15 Drag: 2-15=-0, 8-10=0 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-5=-29, 5-8=-18, 8-9=-12, 10-15=-20 Horz: 2-15=26, 1-2=-5, 2-5=1, 5-8=10, 8-9=16, 8-10=7 Drag: 2-15=0, 8-10=-0 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-5=-18, 5-8=-29, 8-9=-23, 10-15=-20 Horz: 2-15=-7, 1-2=-16, 2-5=-10, 5-8=-1, 8-9=5, 8-10=-26 Drag: 2-15=-0, 8-10=0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-5=17, 5-8=17, 8-9=32, 10-15=-12 Horz: 2-15=-23, 1-2=-44, 2-5=-29, 5-8=29, 8-9=44, 8-10=23 Drag: 2-15=-0, 8-10=-0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-5=7, 5-8=7, 8-9=22, 10-15=-12 Horz: 2-15=-23, 1-2=-34, 2-5=-19, 5-8=19, 8-9=34, 8-10=23 Drag: 2-15=-0, 8-10=-0 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-5=-29, 5-8=-29, 8-9=-23, 10-15=-20 Horz: 2-15=-12, 1-2=-5, 2-5=1, 5-8=-1, 8-9=5, 8-10=12 Drag: 2-15=-0, 8-10=-0 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-5=-29, 5-8=-29, 8-9=-23, 10-15=-20 Horz: 2-15=-12, 1-2=-5, 2-5=1, 5-8=-1, 8-9=5, 8-10=12 Drag: 2-15=-0, 8-10=-0 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 H02 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:51 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-aoPT4zzyOUTKwpkg I3Y4rHg0ESkrON PX6mbwVEyl Icl LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-28, 2-5=-28, 5-8=-28, 8-9=-28, 13-15=-40, 12-13=-60, 10-12=-40 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-5=-59, 5-8=-50, 8-9=-46, 13-15=-35, 12-13=-50, 10-12=-35 Horz: 2-15=19, 1-2=-3, 2-5=1, 5-8=8, 8-9=12, 8-10=5 Drag: 2-15=0, 8-10=-0 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-5=-50, 5-8=-59, 8-9=-55, 13-15=-35, 12-13=-50, 10-12=-35 Horz: 2-15=-5, 1-2=-12, 2-5=-8, 5-8=-1, 8-9=3, 8-10=-19 Drag: 2-15=-0, 8-10=0 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-5=-59, 5-8=-59, 8-9=-55, 13-15=-35, 12-13=-50, 10-12=-35 Horz: 2-15=-9, 1-2=-3, 2-5=1, 5-8=-1, 8-9=3, 8-10=9 Drag: 2-15=-0, 8-10=-0 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-5=-59, 5-8=-59, 8-9=-55, 13-15=-35, 12-13=-50, 10-12=-35 Horz: 2-15=-9, 1-2=-3, 2-5=1, 5-8=-1, 8-9=3, 8-10=9 Drag: 2-15=-0, 8-10=-0 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=-28, 5-8=-28, 8-9=-28, 10-15=-12 Horz: 2-15=-16, 1-2=-16, 2-5=16, 5-8=-16, 8-9=-16, 8-10=-16 Drag: 2-15=-0, 8-10=0 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=4, 5-8=4, 8-9=4, 10-15=-12 Horz: 2-15=16, 1-2=-16, 2-5=-16, 5-8=16, 8-9=16, 8-10=16 Drag: 2-15=0, 8-10=-0 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=60, 2-16=127, 3-16=141, 3-4=111, 4-5=141, 5-6=2, 6-7=32, 7-8=2, 8-9=87, 10-15=-12 Horz: 2-15=-43, 1-2=-72, 2-16=923, 3-16=910, 3-4=1803, 4-5=910, 5-6=1077, 6-7=1970, 7-8=1077, 8-9=99, 8-10=-22 Drag: 2-15=-0, 8-10=0, 10-15=-250 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=60, 2-16=2, 3-16=16, 3-4=45, 4-5=16, 5-6=127, 6-7=98, 7-8=127, 8-9=87, 10-15=-12 Horz: 2-15=-43, 1-2=-72, 2-16=-1077, 3-16=-1090, 3-4=-1983, 4-5=-1090, 5-6=-923, 6-7=-1816, 7-8=-923, 8-9=99, 8-10=-22 Drag: 2-15=-0, 8-10=0, 10-15=250 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-44, 2-3=13, 3-4=-16, 4-5=13, 5-6=-112, 6-7=-82, 7-8=-112, 8-9=-12, 10-15=-20 Horz: 2-15=33, 1-2=16, 2-3=1021, 3-4=1914, 4-5=1021, 5-6=979, 6-7=1872, 7-8=979, 8-9=16, 8-10=32 Drag: 2-15=0, 8-10=-0, 10-15=-250 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-44, 2-3=-112, 3-4=-82, 4-5=-112, 5-6=13, 6-7=-16, 7-8=13, 8-9=-12, 10-15=-20 Horz: 2-15=33, 1-2=16, 2-3=-979, 3-4=-1872, 4-5=-979, 5-6=-1021, 6-7=-1914, 7-8=-1021, 8-9=16, 8-10=32 Drag: 2-15=0, 8-10=-0, 10-15=250 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=35, 2-3=83, 3-4=53, 4-5=83, 5-6=-53, 6-7=-24, 7-8=-53, 8-9=4, 10-15=-12 Horz: 2-15=15, 1-2=-47, 2-3=968, 3-4=1861, 4-5=968, 5-6=1021, 6-7=1914, 7-8=1021, 8-9=16, 8-10=18 Drag: 2-15=0, 8-10=-0, 10-15=-250 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=35, 2-3=-42, 3-4=-13, 4-5=-42, 5-6=72, 6-7=42, 7-8=72, 8-9=4, 10-15=-12 Horz: 2-15=15, 1-2=-47, 2-3=-1032, 3-4=-1925, 4-5=-1032, 5-6=-979, 6-7=-1872, 7-8=-979, 8-9=16, 8-10=18 Drag: 2-15=0, 8-10=-0, 10-15=250 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=4, 2-3=72, 3-4=42, 4-5=72, 5-6=-42, 6-7=-13, 7-8=-42, 8-9=35, 10-15=-12 Horz: 2-15=-18, 1-2=-16, 2-3=979, 3-4=1872, 4-5=979, 5-6=1032, 6-7=1925, 7-8=1032, 8-9=47, 8-10=-15 Drag: 2-15=-0, 8-10=0, 10-15=-250 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=4, 2-3=-53, 3-4=-24, 4-5=-53, 5-6=83, 6-7=53, 7-8=83, 8-9=35, 10-15=-12 Horz: 2-15=-18, 1-2=-16, 2-3=-1021, 3-4=-1914, 4-5=-1021, 5-6=-968, 6-7=-1861, 7-8=-968, 8-9=47, 8-10=-15 Drag: 2-15=-0, 8-10=0, 10-15=250 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 H02 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:51 2021 Page 4 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-aoPT4zzyOUTKwpkg I3Y4rHgOESkrON PX6mbwVEyl Icl LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-23, 2-3=34, 3-4=4, 4-5=34, 5-6=-80, 6-7=-51, 7-8=-80, 8-9=-12, 10-15=-20 Horz: 2-15=26, 1-2=-5, 2-3=1001, 3-4=1894, 4-5=1001, 5-6=1010, 6-7=1903, 7-8=1010, 8-9=16, 8-10=7 Drag: 2-15=0, 8-10=-0, 10-15=-250 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-91, 3-4=-62, 4-5=-91, 5-6=45, 6-7=15, 7-8=45, 8-9=-12, 10-15=-20 Horz: 2-15=26, 1-2=-5, 2-3=-999, 3-4=-1892, 4-5=-999, 5-6=-990, 6-7=-1883, 7-8=-990, 8-9=16, 8-10=7 Drag: 2-15=0, 8-10=-0, 10-15=250 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-12, 2-3=45, 3-4=15, 4-5=45, 5-6=-91, 6-7=-62, 7-8=-91, 8-9=-23, 10-15=-20 Horz: 2-15=-7, 1-2=-16, 2-3=990, 3-4=1883, 4-5=990, 5-6=999, 6-7=1892, 7-8=999, 8-9=5, 8-10=-26 Drag: 2-15=-0, 8-10=0, 10-15=-250 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-12, 2-3=-80, 3-4=-51, 4-5=-80, 5-6=34, 6-7=4, 7-8=34, 8-9=-23, 10-15=-20 Horz: 2-15=-7, 1-2=-16, 2-3=-1010, 3-4=-1903, 4-5=-1010, 5-6=-1001, 6-7=-1894, 7-8=-1001, 8-9=5, 8-10=-26 Drag: 2-15=-0, 8-10=0, 10-15=250 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=32, 2-3=80, 3-4=50, 4-5=80, 5-6=-45, 6-7=-16, 7-8=-45, 8-9=32, 10-15=-12 Horz: 2-15=-23, 1-2=-44, 2-3=971, 3-4=1864, 4-5=971, 5-6=1029, 6-7=1922, 7-8=1029, 8-9=44, 8-10=23 Drag: 2-15=-0, 8-10=-0, 10-15=-250 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=32, 2-3=-45, 3-4=-16, 4-5=-45, 5-6=80, 6-7=50, 7-8=80, 8-9=32, 10-15=-12 Horz: 2-15=-23, 1-2=-44, 2-3=-1029, 3-4=-1922, 4-5=-1029, 5-6=-971, 6-7=-1864, 7-8=-971, 8-9=44, 8-10=23 Drag: 2-15=-0, 8-10=-0, 10-15=250 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=22, 2-3=69, 3-4=40, 4-5=69, 5-6=-56, 6-7=-26, 7-8=-56, 8-9=22, 10-15=-12 Horz: 2-15=-23, 1-2=-34, 2-3=981, 3-4=1874, 4-5=981, 5-6=1019, 6-7=1912, 7-8=1019, 8-9=34, 8-10=23 Drag: 2-15=-0, 8-10=-0, 10-15=-250 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=22, 2-3=-56, 3-4=-26, 4-5=-56, 5-6=69, 6-7=40, 7-8=69, 8-9=22, 10-15=-12 Horz: 2-15=-23, 1-2=-34, 2-3=-1019, 3-4=-1912, 4-5=-1019, 5-6=-981, 6-7=-1874, 7-8=-981, 8-9=34, 8-10=23 Drag: 2-15=-0, 8-10=-0, 10-15=250 39) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-3=34, 3-4=4, 4-5=34, 5-6=-91, 6-7=-62, 7-8=-91, 8-9=-23, 10-15=-20 Horz: 2-15=-12, 1-2=-5, 2-3=1001, 3-4=1894, 4-5=1001, 5-6=999, 6-7=1892, 7-8=999, 8-9=5, 8-10=12 Drag: 2-15=-0, 8-10=-0, 10-15=-250 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-91, 3-4=-62, 4-5=-91, 5-6=34, 6-7=4, 7-8=34, 8-9=-23, 10-15=-20 Horz: 2-15=-12, 1-2=-5, 2-3=-999, 3-4=-1892, 4-5=-999, 5-6=-1001, 6-7=-1894, 7-8=-1001, 8-9=5, 8-10=12 Drag: 2-15=-0, 8-10=-0, 10-15=250 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-3=34, 3-4=4, 4-5=34, 5-6=-91, 6-7=-62, 7-8=-91, 8-9=-23, 10-15=-20 Horz: 2-15=-12, 1-2=-5, 2-3=1001, 3-4=1894, 4-5=1001, 5-6=999, 6-7=1892, 7-8=999, 8-9=5, 8-10=12 Drag: 2-15=-0, 8-10=-0, 10-15=-250 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-91, 3-4=-62, 4-5=-91, 5-6=34, 6-7=4, 7-8=34, 8-9=-23, 10-15=-20 Horz: 2-15=-12, 1-2=-5, 2-3=-999, 3-4=-1892, 4-5=-999, 5-6=-1001, 6-7=-1894, 7-8=-1001, 8-9=5, 8-10=12 Drag: 2-15=-0, 8-10=-0, 10-15=250 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 2-3=35, 3-4=5, 4-5=35, 5-6=-91, 6-7=-61, 7-8=-90, 8-9=-28, 10-15=-20 Horz: 2-3=1000, 3-4=1893, 4-5=1000, 5-6=1000, 6-7=1893, 7-8=1000 Drag: 10-15=-250 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-91, 3-4=-61, 4-5=-91, 5-6=35, 6-7=5, 7-8=34, 8-9=-28, 10-15=-20 Horz: 2-3=-1000, 3-4=-1893, 4-5=-1000, 5-6=-1000, 6-7=-1893, 7-8=-1000 Drag: 10-15=250 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 2-3=46, 3-4=16, 4-5=46, 5-6=-79, 6-7=-50, 7-8=-79, 8-9=-17, 10-15=-12 Horz: 2-3=1000, 3-4=1893, 4-5=1000, 5-6=1000, 6-7=1893, 7-8=1000 Drag: 10-15=-250 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 5 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 H02 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:51 2021 Page 5 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-aoPT4zzyOUTKwpkg I3Y4rHg0ESkrON PX6mbwVEyl Icl LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-17, 2-3=-79, 3-4=-50, 4-5=-79, 5-6=46, 6-7=16, 7-8=46, 8-9=-17, 10-15=-12 Horz: 2-3=-1000, 3-4=-1893, 4-5=-1000, 5-6=-1000, 6-7=-1893, 7-8=-1000 Drag: 10-15=250 47) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 2-5=-68, 5-8=-28, 8-9=-28, 10-15=-20 48) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-28, 2-5=-28, 5-8=-68, 8-9=-68, 10-15=-20 49) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 2-5=-58, 5-8=-28, 8-9=-28, 13-15=-35, 12-13=-50, 10-12=-35 50) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-28, 2-5=-28, 5-8=-58, 8-9=-58, 13-15=-35, 12-13=-50, 10-12=-35 51) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-5=-28, 5-8=-28, 8-9=-28, 10-15=-20 Concentrated Loads (Ib) Vert: 18=-250 52) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-5=-28, 5-8=-28, 8-9=-28, 10-15=-20 Concentrated Loads (Ib) Vert: 19=-250 53) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-5=-28, 5-8=-28, 8-9=-28, 10-15=-20 Concentrated Loads (Ib) Vert: 20=-250 54) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-5=-28, 5-8=-28, 8-9=-28, 10-15=-20 Concentrated Loads (Ib) Vert: 21=-250 55) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-5=-28, 5-8=-28, 8-9=-28, 10-15=-20 Concentrated Loads (Ib) Vert: 22=-250 56) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-5=-28, 5-8=-28, 8-9=-28, 10-15=-20 Concentrated Loads (Ib) Vert: 15=-250 57) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-5=-28, 5-8=-28, 8-9=-28, 10-15=-20 Concentrated Loads (Ib) Vert: 14=-250 58) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-5=-28, 5-8=-28, 8-9=-28, 10-15=-20 Concentrated Loads (Ib) Vert: 13=-250 59) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-5=-28, 5-8=-28, 8-9=-28, 10-15=-20 Concentrated Loads (Ib) Vert: 12=-250 60) 10th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-5=-28, 5-8=-28, 8-9=-28, 10-15=-20 Concentrated Loads (Ib) Vert: 11=-250 61) 11th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-5=-28, 5-8=-28, 8-9=-28, 10-15=-20 Concentrated Loads (Ib) Vert: 10=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 JA01 Jack -Open 16 1 Job Reference (optional) 1 -2-3-0 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:52 2021 Page 1 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-2_zrIJza9nbBXzJtrn3JOVNZ7r09133hLQLT1 hyllcH 8-0-0 2-3-0 2 5 3.00 12 1 6 8-0-0 B1 2x6 = 8-0-0 4 8-0-0 Scale = 1:19.2 Camber = 5/16 in LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.69 BC 0.36 WB 0.00 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) -0.15 2-4 >624 240 Vert(CT) -0.44 2-4 >208 180 Horz(CT) -0.00 3 n/a n/a PLATES GRIP MT20 220/195 Weight: 26 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1 &Btr G BOT CHORD 2x4 DF 2400F 2.0E G REACTIONS. (Ib/size) 3=234/Mechanical, 2=538/0-5-8 (min. 0-1-8), 4=77/Mechanical Max Horz 2=91(LC 8) Max Uplift3=-71(LC 8), 2=-127(LC 8) Max Grav3=234(LC 1), 2=538(LC 1), 4=154(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-8-9, Interior(1) 0-8-9 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3 except (jt=Ib) 2=127. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-68, 2-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-58, 2-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-28, 2-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=59, 2-5=46, 3-5=34, 2-4=-12 Horz: 1-2=-71, 2-5=-58, 3-5=-46 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 JA01 Jack -Open 16 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:52 2021 Page 2 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-2_zrIJza9nbBXzJtrn3JOVNZ7r09133hLQLT1 hyllcH LOAD CASE(S) 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=29, 2-6=34, 3-6=57, 2-4=-12 Horz: 1-2=-41, 2-6=-46, 3-6=-69 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-11, 2-3=-50, 2-4=-20 Horz: 1-2=-17, 2-3=22 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-45, 2-3=-50, 2-4=-20 Horz: 1-2=17, 2-3=22 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-3=20, 2-4=-12 Horz: 1-2=-47, 2-3=-32 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=9, 2-4=-12 Horz: 1-2=-16, 2-3=-21 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 2-4=-20 Horz: 1-2=-5, 2-3=1 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-3=-18, 2-4=-20 Horz: 1-2=-16, 2-3=-10 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-3=17, 2-4=-12 Horz: 1-2=-44, 2-3=-29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-3=7, 2-4=-12 Horz: 1-2=-34, 2-3=-19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 2-4=-20 Horz: 1-2=-5, 2-3=1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 2-4=-20 Horz: 1-2=-5, 2-3=1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-3=-28, 2-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 2-4=-20 Horz: 1-2=-3, 2-3=1 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-3=-50, 2-4=-20 Horz: 1-2=-12, 2-3=-8 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 2-4=-20 Horz: 1-2=-3, 2-3=1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 2-4=-20 Horz: 1-2=-3, 2-3=1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=-28, 2-4=-12 Horz: 1-2=-16, 2-3=16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 2-4=-12 Horz: 1-3=-16 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 JA02 Jack -Open 3 1 Job Reference (optional) -2-3-0 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:54 2021 Page 1 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-_N5ci??ghPrvnHTFzC5nTwS_ofYEDyG_okga6Zyl IcF 5-10-15 2-3-0 3x4 = 5-10-15 8-0-0 1.5x4 II 3 4 8-0-0 Scale = 1:18.9 Camber= 1/4 in 0 Plate Offsets (X,Y)-- [2:0-4-12,Edge] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2018/TP12014 CSI. TC 0.36 BC 0.90 WB 0.08 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) 0.10 2-6 >898 240 Vert(CT) -0.36 2-6 >256 180 Horz(CT) 0.00 n/a n/a PLATES GRIP MT20 220/195 Weight: 30 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1 &Btr G BOT CHORD 2x6 DF No.2 G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G REACTIONS. (Ib/size) 2=589/0-5-8 (min. 0-1-8), 5=386/Mechanical Max Horz 2=75(LC 8) Max Uplift2=-119(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 3-6=-444/214 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins. Rigid ceiling directly applied or 7-5-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-8-9, Interior(1) 0-8-9 to 5-10-15 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 Ib uplift at joint(s) except (jt=Ib) 2=119. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 264 Ib down and 34 Ib up at 5-10-15 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-68, 2-5=-20 Concentrated Loads (Ib) Vert: 4=-264(F) 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-58, 2-5=-20 Concentrated Loads (Ib) Vert: 4=-234(F) Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 JA02 Jack -Open 3 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:54 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-_N5ci??ghPrvnHTFzC5nTwS_ofYEDyG_okga6Zyl IcF LOAD CASE(S) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-28, 2-5=-40 Concentrated Loads (Ib) Vert: 4=-204(F) 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=61, 2-7=50, 3-7=35, 3-4=45, 2-5=-12 Horz: 1-2=-73, 2-7=-62, 3-7=-47, 3-4=-57 Concentrated Loads (Ib) Vert: 4=16(F) 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=30, 2-8=35, 3-8=63, 3-4=58, 2-5=-12 Horz: 1-2=-42, 2-8=-47, 3-8=-75, 3-4=-70 Concentrated Loads (Ib) Vert: 4=34(F) 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-3=-53, 3-4=-8, 2-5=-20 Horz: 1-2=-20, 2-3=25, 3-4=-20 Concentrated Loads (Ib) Vert: 4=-180(F) 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-48, 2-3=-53, 3-4=-48, 2-5=-20 Horz: 1-2=20, 2-3=25, 3-4=20 Concentrated Loads (Ib) Vert: 4=-180(F) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-3=20, 3-4=15, 2-5=-12 Horz: 1-2=-47, 2-3=-32, 3-4=-27 Concentrated Loads (Ib) Vert: 4=-26(F) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=9, 3-4=24, 2-5=-12 Horz: 1-2=-16, 2-3=-21, 3-4=-36 Concentrated Loads (Ib) Vert: 4=-42(F) 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 3-4=-23, 2-5=-20 Horz: 1-2=-5, 2-3=1, 3-4=-5 Concentrated Loads (Ib) Vert: 4=-152(F) 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-3=-18, 3-4=-12, 2-5=-20 Horz: 1-2=-16, 2-3=-10, 3-4=-16 Concentrated Loads (Ib) Vert: 4=-152(F) 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-3=17, 3-4=32, 2-5=-12 Horz: 1-2=-44, 2-3=-29, 3-4=-44 Concentrated Loads (Ib) Vert: 4=-31(F) 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-3=7, 3-4=22, 2-5=-12 Horz: 1-2=-34, 2-3=-19, 3-4=-34 Concentrated Loads (Ib) Vert: 4=-46(F) 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 3-4=-23, 2-5=-20 Horz: 1-2=-5, 2-3=1, 3-4=-5 Concentrated Loads (Ib) Vert: 4=-152(F) 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 3-4=-23, 2-5=-20 Horz: 1-2=-5, 2-3=1, 3-4=-5 Concentrated Loads (Ib) Vert: 4=-152(F) Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 JA02 Jack -Open 3 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:54 2021 Page 3 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-_N5ci??ghPrvnHTFzC5nTwS_ofYEDyG_okga6Zyl IcF LOAD CASE(S) 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-4=-28, 2-5=-20 Concentrated Loads (Ib) Vert: 4=-144(F) 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 3-4=-55, 2-5=-20 Horz: 1-2=-3, 2-3=1, 3-4=-3 Concentrated Loads (Ib) Vert: 4=-240(F) 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-3=-50, 3-4=-46, 2-5=-20 Horz: 1-2=-12, 2-3=-8, 3-4=-12 Concentrated Loads (Ib) Vert: 4=-240(F) 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 3-4=-55, 2-5=-20 Horz: 1-2=-3, 2-3=1, 3-4=-3 Concentrated Loads (Ib) Vert: 4=-240(F) 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 3-4=-55, 2-5=-20 Horz: 1-2=-3, 2-3=1, 3-4=-3 Concentrated Loads (Ib) Vert: 4=-240(F) 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=-28, 3-4=4, 2-5=-12 Horz: 1-2=-16, 2-3=16, 3-4=-16 Concentrated Loads (Ib) Vert: 4=-72(F) 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=4, 2-5=-12 Horz: 1-4=-16 Concentrated Loads (Ib) Vert: 4=-72(F) Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 JA03 Jack -Open 3 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:55 2021 Page 1 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-SZf_wLOSSizmOR1 SXvc007?9w3xvyOp71 OZ7e0yl IcE -2-3-0 3-10-15 2-3-0 8 3.00 12 2 9 3x4 = 7 3-10-15 1.5x4 II 3 4 3x4 = 6 2x4 I 8-0-0 5 8-0-0 Scale = 1:19.1 Camber = 1/4 in 0 Plate Offsets (X,Y)-- [2:0-4-12,Edge] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2018/TPI2014 CSI. TC 0.33 BC 0.74 WB 0.13 Matrix-P DEFL. in (loc) I/defl Vert(LL) -0.08 6 >999 Vert(CT) -0.31 5-6 >301 Horz(CT) 0.00 n/a L/d 240 180 n/a PLATES GRIP MT20 220/195 Weight: 44 Ib FT = 20% LUMBER - TOP CHORD BOT CHORD WEBS OTHERS LBR SCAB 2x4 DF 1800F 1.6E G or 2x4 DF No.1 &Btr G 2x6 DF No.2 G 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G 2x6 DF No.2 G 2-5 2x6 DF No.2 -G one side REACTIONS. (Ib/size) 2=761/0-5-8 (min. 0-1-8), 5=378/Mechanical Max Horz 2=59(LC 8) Max Uplift2=-82(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 3-6=-690/193 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Attached 8-0-0 scab 2 to 5, front face(s) 2x6 DF No.2 G with 2 row(s) of 10d (0.131 "x3") nails spaced 9" o.c.except : starting at 0-7-8 from end at joint 2, nail 2 row(s) at 7" o.c. for 2-0-0. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-8-9, Interior(1) 0-8-9 to 3-10-15 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) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 564 Ib down and 79 Ib up at 3-10-15 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-68, 2-5=-20 Concentrated Loads (Ib) Vert: 4=-564(F) 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-58, 2-5=-20 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 JA03 Jack -Open 3 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:55 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-SZf_wLOSSizmOR1 SXvc007?9w3xvyOp71 OZ7e0yl IcE LOAD CASE(S) Concentrated Loads (Ib) Vert: 4=-500(F) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-28, 2-5=-40 Concentrated Loads (Ib) Vert: 4=-436(F) 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=61, 2-9=52, 3-9=35, 3-4=45, 2-5=-12 Horz: 1-2=-73, 2-9=-64, 3-9=-47, 3-4=-57 Concentrated Loads (Ib) Vert: 4=38(F) 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=30, 2-8=60, 2-3=65, 3-4=60, 2-5=-12 Horz: 1-8=-42, 2-8=-72, 2-3=-77, 3-4=-72 Concentrated Loads (Ib) Vert: 4=79(F) 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-3=-54, 3-4=-7, 2-5=-20 Horz: 1-2=-21, 2-3=26, 3-4=-21 Concentrated Loads (Ib) Vert: 4=-387(F) 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-49, 2-3=-54, 3-4=-49, 2-5=-20 Horz: 1-2=21, 2-3=26, 3-4=21 Concentrated Loads (Ib) Vert: 4=-387(F) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-3=20, 3-4=15, 2-5=-12 Horz: 1-2=-47, 2-3=-32, 3-4=-27 Concentrated Loads (Ib) Vert: 4=-57(F) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=9, 3-4=24, 2-5=-12 Horz: 1-2=-16, 2-3=-21, 3-4=-36 Concentrated Loads (Ib) Vert: 4=-90(F) 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 3-4=-23, 2-5=-20 Horz: 1-2=-5, 2-3=1, 3-4=-5 Concentrated Loads (Ib) Vert: 4=-324(F) 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-3=-18, 3-4=-12, 2-5=-20 Horz: 1-2=-16, 2-3=-10, 3-4=-16 Concentrated Loads (Ib) Vert: 4=-324(F) 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-3=17, 3-4=32, 2-5=-12 Horz: 1-2=-44, 2-3=-29, 3-4=-44 Concentrated Loads (Ib) Vert: 4=-65(F) 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-3=7, 3-4=22, 2-5=-12 Horz: 1-2=-34, 2-3=-19, 3-4=-34 Concentrated Loads (Ib) Vert: 4=-98(F) 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 3-4=-23, 2-5=-20 Horz: 1-2=-5, 2-3=1, 3-4=-5 Concentrated Loads (Ib) Vert: 4=-324(F) 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 3-4=-23, 2-5=-20 Horz: 1-2=-5, 2-3=1, 3-4=-5 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 JA03 Jack -Open 3 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:55 2021 Page 3 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-SZf_wLOSSizmOR1 SXvc007?9w3xvyOp71 OZ7e0yl IcE LOAD CASE(S) Concentrated Loads (Ib) Vert: 4=-324(F) 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-4=-28, 2-5=-20 Concentrated Loads (Ib) Vert: 4=-308(F) 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 3-4=-55, 2-5=-20 Horz: 1-2=-3, 2-3=1, 3-4=-3 Concentrated Loads (Ib) Vert: 4=-512(F) 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-3=-50, 3-4=-46, 2-5=-20 Horz: 1-2=-12, 2-3=-8, 3-4=-12 Concentrated Loads (Ib) Vert: 4=-512(F) 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 3-4=-55, 2-5=-20 Horz: 1-2=-3, 2-3=1, 3-4=-3 Concentrated Loads (Ib) Vert: 4=-512(F) 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 3-4=-55, 2-5=-20 Horz: 1-2=-3, 2-3=1, 3-4=-3 Concentrated Loads (Ib) Vert: 4=-512(F) 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=-28, 3-4=4, 2-5=-12 Horz: 1-2=-16, 2-3=16, 3-4=-16 Concentrated Loads (Ib) Vert: 4=-154(F) 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=4, 2-5=-12 Horz: 1-4=-16 Concentrated Loads (Ib) Vert: 4=-154(F) Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 JA04 Jack -Open Girder 3 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:57 2021 Page 1 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-PymkL01 i_KDTekBgeKeU5Y4WusiRQKJQUi2EjuyIIcC -2-3-0 1-10-15 2-3-0 3.00 12 1-10-15 B1 2x6 = 1-4-5 5 6 7 Special Special Special 8-0-0 4 1-4-5 6-7-11 Scale = 1:19.4 Camber = 5/16 in LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2018/TPI2014 CSI. TC 0.30 BC 0.42 WB 0.00 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) -0.16 2-4 >582 240 Vert(CT) -0.49 2-4 >194 180 Horz(CT) -0.00 3 n/a n/a PLATES GRIP MT20 220/195 Weight: 17 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1 &Btr G BOT CHORD 2x4 DF 2400F 2.0E G REACTIONS. (Ib/size) 3=-37/Mechanical, 2=400/0-5-8 (min. 0-1-8), 4=79/Mechanical Max Horz 2=42(LC 4) Max Uplift3=-37(LC 1), 2=-107(LC 4) Max Grav3=34(LC 4), 2=400(LC 1), 4=158(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3 except (jt=Ib) 2=107. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 7 Ib down at 2-0-12, and 7 Ib down at 4-0-12, and 7 Ib down at 6-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-68, 2-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-58, 2-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-28, 2-4=-40 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 JA04 Jack -Open Girder 3 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:57 2021 Page 2 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-PymkL01 i_KDTekBgeKeU5Y4WusiRQKJQUi2EjuyIIcC LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=35, 2-3=20, 2-4=-12 Horz: 1-2=-47, 2-3=-32 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=9, 2-4=-12 Horz: 1-2=-16, 2-3=-21 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 2-4=-20 Horz: 1-2=-5, 2-3=1 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-3=-18, 2-4=-20 Horz: 1-2=-16, 2-3=-10 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-3=17, 2-4=-12 Horz: 1-2=-44, 2-3=-29 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-3=7, 2-4=-12 Horz: 1-2=-34, 2-3=-19 10) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 2-4=-20 Horz: 1-2=-5, 2-3=1 11) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 2-4=-20 Horz: 1-2=-5, 2-3=1 12) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-3=-28, 2-4=-20 13) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 2-4=-20 Horz: 1-2=-3, 2-3=1 14) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-3=-50, 2-4=-20 Horz: 1-2=-12, 2-3=-8 15) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 2-4=-20 Horz: 1-2=-3, 2-3=1 16) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 2-4=-20 Horz: 1-2=-3, 2-3=1 17) Dead + 0.6 MWFRS Wind Min. Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-3=-14, 2-4=-12 Horz: 2-3=2 18) Dead + 0.6 MWFRS Wind Min. Right: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-3=-12, 2-4=-12 Concentrated Loads (Ib) Vert: 5=-7(F) 6=-7(F) 7=-7(F) 19) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-3=20, 2-4=-12 Horz: 1-2=-47, 2-3=-32 Concentrated Loads (Ib) Vert: 5=-7(F) 6=-7(F) 7=-7(F) 20) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=9, 2-4=-12 Horz: 1-2=-16, 2-3=-21 Concentrated Loads (Ib) Vert: 5=-7(F) 6=-7(F) 7=-7(F) 21) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 2-4=-20 Horz: 1-2=-5, 2-3=1 22) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 JA04 Jack -Open Girder 3 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:57 2021 Page 3 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-PymkL01 i_KDTekBgeKeU5Y4WusiRQKJQUi2EjuyIIcC LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-12, 2-3=-18, 2-4=-20 Horz: 1-2=-16, 2-3=-10 23) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-3=17, 2-4=-12 Horz: 1-2=-44, 2-3=-29 Concentrated Loads (Ib) Vert: 5=-7(F) 6=-7(F) 7=-7(F) 24) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-3=7, 2-4=-12 Horz: 1-2=-34, 2-3=-19 Concentrated Loads (Ib) Vert: 5=-7(F) 6=-7(F) 7=-7(F) 25) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 2-4=-20 Horz: 1-2=-5, 2-3=1 26) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 2-4=-20 Horz: 1-2=-5, 2-3=1 27) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 2-4=-20 Horz: 1-2=-3, 2-3=1 28) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-3=-50, 2-4=-20 Horz: 1-2=-12, 2-3=-8 29) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 2-4=-20 Horz: 1-2=-3, 2-3=1 30) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 2-4=-20 Horz: 1-2=-3, 2-3=1 31) Reversal: Dead + 0.6 MWFRS Wind Min. Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-3=-14, 2-4=-12 Horz: 2-3=2 Concentrated Loads (Ib) Vert: 5=-7(F) 6=-7(F) 7=-7(F) Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 JA05 Jack -Open 4 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:58 2021 Page 1 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-t8K7YM2LIdMKFum0C 1 AjdmdfHG2Z9noZjMon FKyI IcB -2-3-0 4-0-0 8-0-0 2-3-0 2x6 I 8 2 4-0-0 3.00 12 1 1.5x4 II 9 3 W2 4-0-0 2x4 II 6 1.5x4 11 8-0-0 5 8-0-0 Scale = 1:19.1 Camber = 3/8 in Plate Offsets (X,Y)-- [2:0-3-0,0-0-8] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CSI. TC 0.39 BC 0.43 WB 0.05 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) 0.20 6 >474 240 Vert(CT) -0.49 6 >189 180 Horz(CT) 0.17 4 n/a n/a PLATES GRIP MT20 220/195 Weight: 29 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1 &Btr G BOT CHORD 2x4 DF 2400F 2.0E G WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING - TOP CHORD BOT CHORD REACTIONS. (Ib/size) 7=534/0-7-0 (min. 0-1-8), 4=186/Mechanical, 5=131/Mechanical Max Horz 7=107(LC 12) Max Uplift7=-114(LC 8), 4=-44(LC 8) Max Grav7=534(LC 1), 4=186(LC 1), 5=145(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-7=-388/228 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-8-9, Interior(1) 0-8-9 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4 except (jt=Ib) 7=114. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 2-4=-68, 5-7=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 2-4=-58, 5-7=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 5-7=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 JA05 Jack -Open 4 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:58 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-t8K7YM2LIdMKFum0C 1 AjdmdfHG2Z9noZjMon FKyI IcB LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=59, 2-8=46, 4-8=34, 5-7=-12 Horz: 2-7=23, 1-2=-71, 2-8=-58, 4-8=-46 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=29, 2-9=34, 4-9=57, 5-7=-12 Horz: 2-7=-36, 1-2=-41, 2-9=-46, 4-9=-69 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-11, 2-4=-50, 5-7=-20 Horz: 2-7=-26, 1-2=-17, 2-4=22 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-45, 2-4=-50, 5-7=-20 Horz: 2-7=34, 1-2=17, 2-4=22 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-4=20, 5-7=-12 Horz: 2-7=15, 1-2=-47, 2-4=-32 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=9, 5-7=-12 Horz: 2-7=-18, 1-2=-16, 2-4=-21 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 5-7=-20 Horz: 2-7=26, 1-2=-5, 2-4=1 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-4=-18, 5-7=-20 Horz: 2-7=-7, 1-2=-16, 2-4=-10 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-4=17, 5-7=-12 Horz: 2-7=-23, 1-2=-44, 2-4=-29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-4=7, 5-7=-12 Horz: 2-7=-23, 1-2=-34, 2-4=-19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 5-7=-20 Horz: 2-7=-12, 1-2=-5, 2-4=1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 5-7=-20 Horz: 2-7=-12, 1-2=-5, 2-4=1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 5-7=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 5-7=-20 Horz: 2-7=19, 1-2=-3, 2-4=1 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-4=-50, 5-7=-20 Horz: 2-7=-5, 1-2=-12, 2-4=-8 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 5-7=-20 Horz: 2-7=-9, 1-2=-3, 2-4=1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 5-7=-20 Horz: 2-7=-9, 1-2=-3, 2-4=1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=-28, 5-7=-12 Horz: 2-7=-16, 1-2=-16, 2-4=16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=4, 5-7=-12 Horz: 2-7=16, 1-2=-16, 2-4=-16 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 JA06 Jack -Partial 2 1 Job Reference (optional) -2-3-0 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:59 2021 Page 1 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-LKuVmi3zWxU Bt2LDmIhyAzAofgOHu Eojy0XLnnyl IcA 5-10-14 2-3-0 N 3.00 12 7 3x4 11 6 2 W1 5-10-14 3 B1 5 3x4 II 8-0-0 4 8-0-0 Scale = 1:19.1 Camber = 5/16 in 0 Plate Offsets (X,Y)-- [2:0-2-4,0-1-8], [5:0-1-12,0-0-8] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CSI. TC 0.54 BC 0.40 WB 0.00 Matrix-R DEFL. in (loc) I/defl L/d Vert(LL) -0.14 4-5 >665 240 Vert(CT) -0.44 4-5 >214 180 Horz(CT) 0.12 3 n/a n/a PLATES GRIP MT20 220/195 Weight: 24 Ib FT = 20% LUMBER - TOP CHORD 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 REACTIONS. (Ib/size) 5=470/0-7-0 (min. 0-1-8), 3=166/Mechanical, 4=72/Mechanical Max Horz 5=57(LC 8) Max Uplifts=-102(LC 8), 3=-44(LC 8) Max Grav5=470(LC 1), 3=166(LC 1), 4=139(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-5=-387/277 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 5-10-14 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-8-9, Interior(1) 0-8-9 to 5-10-2 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3 except (jt=Ib) 5=102. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 2-3=-68, 4-5=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 2-3=-58, 4-5=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 4-5=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 JA06 Jack -Partial 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:50:59 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-LKuVmi3zWxU Bt2LDmIhyAzAofgOHu Eojy0XLnnyl IcA LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=61, 2-6=50, 3-6=35, 4-5=-12 Horz: 2-5=38, 1-2=-73, 2-6=-62, 3-6=-47 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=30, 2-7=35, 3-7=63, 4-5=-12 Horz: 2-5=-24, 1-2=-42, 2-7=-47, 3-7=-75 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-3=-53, 4-5=-20 Horz: 2-5=-35, 1-2=-20, 2-3=25 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-48, 2-3=-53, 4-5=-20 Horz: 2-5=27, 1-2=20, 2-3=25 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-3=20, 4-5=-12 Horz: 2-5=18, 1-2=-47, 2-3=-32 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=9, 4-5=-12 Horz: 2-5=-15, 1-2=-16, 2-3=-21 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 4-5=-20 Horz: 2-5=7, 1-2=-5, 2-3=1 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-3=-18, 4-5=-20 Horz: 2-5=-26, 1-2=-16, 2-3=-10 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-3=17, 4-5=-12 Horz: 2-5=23, 1-2=-44, 2-3=-29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-3=7, 4-5=-12 Horz: 2-5=23, 1-2=-34, 2-3=-19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 4-5=-20 Horz: 2-5=12, 1-2=-5, 2-3=1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 4-5=-20 Horz: 2-5=12, 1-2=-5, 2-3=1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 4-5=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 4-5=-20 Horz: 2-5=5, 1-2=-3, 2-3=1 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-3=-50, 4-5=-20 Horz: 2-5=-19, 1-2=-12, 2-3=-8 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 4-5=-20 Horz: 2-5=9, 1-2=-3, 2-3=1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 4-5=-20 Horz: 2-5=9, 1-2=-3, 2-3=1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=-28, 4-5=-12 Horz: 2-5=-16, 1-2=-16, 2-3=16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=4, 4-5=-12 Horz: 2-5=16, 1-2=-16, 2-3=-16 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 JA07 Jack -Partial 2 1 Job Reference (optional) -2-3-0 1-11-7 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:01 2021 Page 1 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-Hj0FAO4D2Ykv6MVbtAjQFOF5cU4BM810PK0Rsfyl Ic8 3-10-14 2-3-0 c5 N 6 1-11-7 3.00 TIT 3x6 I 7 2 1 1-11-7 B1 5 3x4 = 8-0-0 4 8-0-0 Scale = 1:19.1 Camber= 1/4 in Plate Offsets (X,Y)-- [2:0-3-0,0-1-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.70 BC 0.37 WB 0.00 Matrix-R DEFL. in (loc) I/defl L/d Vert(LL) -0.13 4-5 >701 240 Vert(CT) -0.39 4-5 >242 180 Horz(CT) 0.07 3 n/a n/a PLATES GRIP MT20 220/195 Weight: 21 Ib FT = 20% LUMBER - TOP CHORD 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 REACTIONS. (Ib/size) 5=409/0-7-0 (min. 0-1-8), 3=98/Mechanical, 4=65/Mechanical Max Horz 5=44(LC 11) Max Uplifts=-96(LC 8), 3=-11(LC 8) Max Grav5=409(LC 1), 3=98(LC 1), 4=134(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-5=-318/261 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 3-10-14 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-8-9, Interior(1) 0-8-9 to 3-10-2 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 Ib uplift at joint(s) 5, 3. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 2-3=-68, 4-5=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 2-3=-58, 4-5=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 4-5=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 JA07 Jack -Partial 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:01 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-Hj0FAO4D2Ykv6MVbtAjQFOF5cU4BM810PK0Rsfyl Ic8 LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=61, 2-7=52, 3-7=35, 4-5=-12 Horz: 2-5=38, 1-2=-73, 2-7=-64, 3-7=-47 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=30, 2-6=60, 2-3=65, 4-5=-12 Horz: 2-5=-24, 1-6=-42, 2-6=-72, 2-3=-77 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-3=-54, 4-5=-20 Horz: 2-5=-35, 1-2=-21, 2-3=26 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-49, 2-3=-54, 4-5=-20 Horz: 2-5=27, 1-2=21, 2-3=26 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-3=20, 4-5=-12 Horz: 2-5=18, 1-2=-47, 2-3=-32 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=9, 4-5=-12 Horz: 2-5=-15, 1-2=-16, 2-3=-21 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 4-5=-20 Horz: 2-5=7, 1-2=-5, 2-3=1 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-3=-18, 4-5=-20 Horz: 2-5=-26, 1-2=-16, 2-3=-10 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-3=17, 4-5=-12 Horz: 2-5=23, 1-2=-44, 2-3=-29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-3=7, 4-5=-12 Horz: 2-5=23, 1-2=-34, 2-3=-19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 4-5=-20 Horz: 2-5=12, 1-2=-5, 2-3=1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 4-5=-20 Horz: 2-5=12, 1-2=-5, 2-3=1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 4-5=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 4-5=-20 Horz: 2-5=5, 1-2=-3, 2-3=1 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-3=-50, 4-5=-20 Horz: 2-5=-19, 1-2=-12, 2-3=-8 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 4-5=-20 Horz: 2-5=9, 1-2=-3, 2-3=1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 4-5=-20 Horz: 2-5=9, 1-2=-3, 2-3=1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=-28, 4-5=-12 Horz: 2-5=-16, 1-2=-16, 2-3=16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=4, 4-5=-12 Horz: 2-5=16, 1-2=-16, 2-3=-16 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 JA08 Jack -Partial Girder 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:02 2021 Page 1 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-IvadOk5rpssmkV4oRtEfocnC9tP_5bY9e_m?O6y1Ic7 -2-3-0 1-10-14 2-3-0 1 3.00 12 1 4x5 II 2 1-10-14 B1 5 3x4 = 6 7 8 Special Special Special 8-0-0 4 8-0-0 Scale = 1:19.4 Camber = 1/4 in Plate Offsets (X,Y)-- [2:0-2-8,0-1-12] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2018/TP12014 CSI. TC 0.91 BC 0.40 WB 0.00 Matrix-R DEFL. in (loc) I/defl L/d Vert(LL) -0.12 4-5 >752 240 Vert(CT) -0.37 4-5 >252 180 Horz(CT) 0.05 3 n/a n/a PLATES GRIP MT20 220/195 Weight: 18 Ib FT = 20% LUMBER - TOP CHORD 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 REACTIONS. (Ib/size) 5=366/0-7-0 (min. 0-1-8), 4=73/Mechanical, 3=12/Mechanical Max Horz 5=39(LC 7) Max Uplift5=-124(LC 4) Max Grav5=366(LC 1), 4=136(LC 3), 3=89(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-5=-284/195 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 1-10-14 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 Ib uplift at joint(s) except (jt=Ib) 5=124. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 11 Ib down and 15 Ib up at 2-0-12, and 14 Ib down and 14 Ib up at 4-0-12, and 26 Ib down and 29 Ib up at 6-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 2-3=-68, 4-5=-20 Concentrated Loads (Ib) Vert: 7=9(B) 8=-19(B) 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 2-3=-58, 4-5=-20 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 JA08 Jack -Partial Girder 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:03 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-D680b46TaA_d Mff_?blu KpKNvHI Dg2olseVYwYyI Ic6 LOAD CASE(S) Concentrated Loads (Ib) Vert: 7=7(B) 8=-16(B) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 4-5=-40 Concentrated Loads (Ib) Vert: 8=-7(B) 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-3=20, 4-5=-12 Horz: 2-5=18, 1-2=-47, 2-3=-32 Concentrated Loads (Ib) Vert: 6=1(B) 7=10(B) 8=27(B) 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=9, 4-5=-12 Horz: 2-5=-15, 1-2=-16, 2-3=-21 Concentrated Loads (Ib) Vert: 6=1(B) 7=10(B) 8=27(B) 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 4-5=-20 Horz: 2-5=7, 1-2=-5, 2-3=1 Concentrated Loads (Ib) Vert: 6=1(B) 7=10(B) 8=29(B) 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-3=-18, 4-5=-20 Horz: 2-5=-26, 1-2=-16, 2-3=-10 Concentrated Loads (Ib) Vert: 6=1(B) 7=10(B) 8=29(B) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-3=17, 4-5=-12 Horz: 2-5=23, 1-2=-44, 2-3=-29 Concentrated Loads (Ib) Vert: 6=1(B) 7=10(B) 8=27(B) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-3=7, 4-5=-12 Horz: 2-5=23, 1-2=-34, 2-3=-19 Concentrated Loads (Ib) Vert: 6=1(B) 7=10(B) 8=27(B) 10) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 4-5=-20 Horz: 2-5=12, 1-2=-5, 2-3=1 Concentrated Loads (Ib) Vert: 6=1(B) 7=10(B) 8=29(B) 11) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 4-5=-20 Horz: 2-5=12, 1-2=-5, 2-3=1 Concentrated Loads (Ib) Vert: 6=1(B) 7=10(B) 8=29(B) 12) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 4-5=-20 Concentrated Loads (Ib) Vert: 8=-7(B) 13) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 4-5=-20 Horz: 2-5=5, 1-2=-3, 2-3=1 Concentrated Loads (Ib) Vert: 6=9(B) 7=14(B) 8=22(B) 14) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-3=-50, 4-5=-20 Horz: 2-5=-19, 1-2=-12, 2-3=-8 Concentrated Loads (Ib) Vert: 6=9(B) 7=14(B) 8=22(B) 15) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 4-5=-20 Horz: 2-5=9, 1-2=-3, 2-3=1 Concentrated Loads (Ib) Vert: 6=9(B) 7=14(B) 8=22(B) Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 JA08 Jack -Partial Girder 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:03 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-D680b46TaA_d Mff_?blu KpKNvHI Dg2olseVYwYyI Ic6 LOAD CASE(S) 16) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 4-5=-20 Horz: 2-5=9, 1-2=-3, 2-3=1 Concentrated Loads (Ib) Vert: 6=9(B) 7=14(B) 8=22(B) 17) Dead + 0.6 MWFRS Wind Min. Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-3=-14, 4-5=-12 Horz: 2-3=2 Concentrated Loads (Ib) Vert: 6=1(B) 7=7(B) 8=18(B) 18) Dead + 0.6 MWFRS Wind Min. Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-3=-12, 4-5=-12 Horz: 2-5=-16 Concentrated Loads (Ib) Vert: 6=1(B) 7=7(B) 8=18(B) 19) Reversal: Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 2-3=-68, 4-5=-20 Concentrated Loads (Ib) Vert: 6=15(B) 7=12(B) 8=-7(B) 20) Reversal: Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 2-3=-58, 4-5=-20 Concentrated Loads (Ib) Vert: 6=11(B) 7=9(B) 8=-7(B) 21) Reversal: Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 4-5=-20 Concentrated Loads (Ib) Vert: 8=-7(B) 22) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-3=20, 4-5=-12 Horz: 2-5=18, 1-2=-47, 2-3=-32 Concentrated Loads (Ib) Vert: 6=-11(B) 7=-14(B) 8=-26(B) 23) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=9, 4-5=-12 Horz: 2-5=-15, 1-2=-16, 2-3=-21 Concentrated Loads (Ib) Vert: 6=-11(B) 7=-14(B) 8=-26(B) 24) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 4-5=-20 Horz: 2-5=7, 1-2=-5, 2-3=1 Concentrated Loads (Ib) Vert: 6=-11(B) 7=-14(B) 8=-18(B) 25) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-3=-18, 4-5=-20 Horz: 2-5=-26, 1-2=-16, 2-3=-10 Concentrated Loads (Ib) Vert: 6=-11(B) 7=-14(B) 8=-18(B) 26) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-3=17, 4-5=-12 Horz: 2-5=23, 1-2=-44, 2-3=-29 Concentrated Loads (Ib) Vert: 6=-11(B) 7=-14(B) 8=-26(B) 27) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-3=7, 4-5=-12 Horz: 2-5=23, 1-2=-34, 2-3=-19 Concentrated Loads (Ib) Vert: 6=-11(B) 7=-14(B) 8=-26(B) 28) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 4-5=-20 Horz: 2-5=12, 1-2=-5, 2-3=1 Concentrated Loads (Ib) Vert: 6=-11(B) 7=-14(B) 8=-18(B) 29) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 JA08 Jack -Partial Girder 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:03 2021 Page 4 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-D680b46TaA_d Mff_?blu KpKNvHI Dg2olseVYwYyI Ic6 LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 4-5=-20 Horz: 2-5=12, 1-2=-5, 2-3=1 Concentrated Loads (Ib) Vert: 6=-11(B) 7=-14(B) 8=-18(B) 30) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 4-5=-20 Horz: 2-5=5, 1-2=-3, 2-3=1 Concentrated Loads (Ib) Vert: 6=-8(B) 7=-4(B) 8=-22(B) 31) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-3=-50, 4-5=-20 Horz: 2-5=-19, 1-2=-12, 2-3=-8 Concentrated Loads (Ib) Vert: 6=-8(B) 7=-4(B) 8=-22(B) 32) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 4-5=-20 Horz: 2-5=9, 1-2=-3, 2-3=1 Concentrated Loads (Ib) Vert: 6=-8(B) 7=-4(B) 8=-22(B) 33) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 4-5=-20 Horz: 2-5=9, 1-2=-3, 2-3=1 Concentrated Loads (Ib) Vert: 6=-8(B) 7=-4(B) 8=-22(B) 34) Reversal: Dead + 0.6 MWFRS Wind Min. Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-3=-14, 4-5=-12 Horz: 2-3=2 Concentrated Loads (Ib) Vert: 6=-11(B) 7=-11(B) 8=-18(B) 35) Reversal: Dead + 0.6 MWFRS Wind Min. Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-3=-12, 4-5=-12 Horz: 2-5=-16 Concentrated Loads (Ib) Vert: 6=-11(B) 7=-11(B) 8=-18(B) Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 JA09 Jack -Partial Supported Gable 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:04 2021 Page 1 I D:2ar?8W2eFUCW R'?TpXo8wrzylz6Y-i IhOpQ75KT6UzpDAYIG7t1 ti mh8AZTgS51F6T_yl Icy 4-0-0 8-0-0 4x5 = 4-0-0 3.00 12 1.5x4 II 2 T1 W1 4-0-0 1.5x4 II 3 W2 5 1.5x4 II B1 4 1.5x4 II • Scale = 1:15.5 Plate Offsets (X,Y)-- [1:0-5-2,Edge] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CSI. TC 0.26 BC 0.22 WB 0.14 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) -0.01 4 n/a n/a PLATES GRIP MT20 220/195 Weight: 26 Ib FT = 20% LUMBER - TOP CHORD 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 BRACING - TOP CHORD BOT CHORD REACTIONS. (Ib/size) 1=134/8-0-0 (min. 0-1-8), 4=126/8-0-0 (min. 0-1-8), 5=432/8-0-0 (min. 0-1-8) Max Horz 1=72(LC 34) Max Upliftl=-507(LC 27), 4=-10(LC 28), 5=-56(LC 28) Max Gray 1=576(LC 44), 4=126(LC 1), 5=432(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-2083/1986, 2-3=-1053/1018 BOT CHORD 1-5=-1888/1896, 4-5=-988/996 WEBS 2-5=-334/370 Structural wood sheathing directly applied or 4-6-11 oc purlins, except end verticals. Rigid ceiling directly applied or 4-10-13 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) 0-0-0 to 3-0-0, Exterior(2N) 3-0-0 to 7-10-4 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) 4, 5 except (jt=Ib) 1=507. 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 total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 8-0-0 for 250.0 plf. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-68, 1-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-58, 1-4=-20 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 JA09 Jack -Partial Supported Gable 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:04 2021 Page 2 I D:2ar?8W2eFUCW R'?TpXo8wrzylz6Y-i IhOpQ75KT6UzpDAYIG7t1 ti mh8AZTgS51F6T_yl Icy LOAD CASE(S) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=69, 1-4=-12 Horz: 1-3=-81, 3-4=44 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=69, 1-4=-12 Horz: 1-3=-81, 3-4=-23 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-50, 1-4=-20 Horz: 1-3=22, 3-4=-34 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-50, 1-4=-20 Horz: 1-3=22, 3-4=33 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=20, 1-4=-12 Horz: 1-3=-32, 3-4=18 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=9, 1-4=-12 Horz: 1-3=-21, 3-4=-15 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 1-4=-20 Horz: 1-3=1, 3-4=7 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-18, 1-4=-20 Horz: 1-3=-10, 3-4=-26 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=17, 1-4=-12 Horz: 1-3=-29, 3-4=23 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=7, 1-4=-12 Horz: 1-3=-19, 3-4=23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 1-4=-20 Horz: 1-3=1, 3-4=12 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 1-4=-20 Horz: 1-3=1, 3-4=12 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-59, 1-4=-20 Horz: 1-3=1, 3-4=5 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-50, 1-4=-20 Horz: 1-3=-8, 3-4=-19 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-59, 1-4=-20 Horz: 1-3=1, 3-4=9 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-59, 1-4=-20 Horz: 1-3=1, 3-4=9 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-12 Horz: 1-3=16, 3-4=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 JA09 Jack -Partial Supported Gable 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:04 2021 Page 3 I D:2ar?8W2eFUCW R'?TpXo8wrzylz6Y-i IhOpQ75KT6UzpDAYIG7t1 ti mh8AZTgS51F6T_yl Icy LOAD CASE(S) Uniform Loads (plf) Vert: 1-3=4, 1-4=-12 Horz: 1-3=-16, 3-4=16 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=133, 2-3=131, 1-4=-12 Horz: 1-2=894, 2-3=919, 3-4=-23 Drag: 1-4=-250 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=5, 2-3=6, 1-4=-12 Horz: 1-2=-1056, 2-3=-1081, 3-4=-23 Drag: 1-4=250 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=14, 2-3=12, 1-4=-20 Horz: 1-2=998, 2-3=1022, 3-4=33 Drag:1-4=-250 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-114, 2-3=-113, 1-4=-20 Horz: 1-2=-953, 2-3=-978, 3-4=33 Drag: 1-4=250 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=84, 2-3=83, 1-4=-12 Horz: 1-2=943, 2-3=968, 3-4=18 Drag:1-4=-250 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-44, 2-3=-42, 1-4=-12 Horz: 1-2=-1007, 2-3=-1032, 3-4=18 Drag: 1-4=250 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=73, 2-3=72, 1-4=-12 Horz: 1-2=954, 2-3=979, 3-4=-15 Drag:1-4=-250 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-53, 1-4=-12 Horz: 1-2=-996, 2-3=-1021, 3-4=-15 Drag: 1-4=250 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=35, 2-3=34, 1-4=-20 Horz: 1-2=976, 2-3=1001, 3-4=7 Drag:1-4=-250 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-93, 2-3=-91, 1-4=-20 Horz: 1-2=-974, 2-3=-999, 3-4=7 Drag: 1-4=250 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=46, 2-3=45, 1-4=-20 Horz: 1-2=965, 2-3=990, 3-4=-26 Drag:1-4=-250 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-82, 2-3=-80, 1-4=-20 Horz: 1-2=-986, 2-3=-1010, 3-4=-26 Drag: 1-4=250 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=81, 2-3=80, 1-4=-12 Horz: 1-2=946, 2-3=971, 3-4=23 Drag:1-4=-250 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-47, 2-3=-45, 1-4=-12 Horz: 1-2=-1005, 2-3=-1029, 3-4=23 Drag: 1-4=250 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 JA09 Jack -Partial Supported Gable 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:04 2021 Page 4 I D:2ar?8W2eFUCW R'?TpXo8wrzylz6Y-i IhOpQ75KT6UzpDAYIG7t1 ti mh8AZTgS51F6T_yl Icy LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=71, 2-3=69, 1-4=-12 Horz: 1-2=957, 2-3=981, 3-4=23 Drag:1-4=-250 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-57, 2-3=-56, 1-4=-12 Horz: 1-2=-994, 2-3=-1019, 3-4=23 Drag: 1-4=250 39) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=35, 2-3=34, 1-4=-20 Horz: 1-2=976, 2-3=1001, 3-4=12 Drag:1-4=-250 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-93, 2-3=-91, 1-4=-20 Horz: 1-2=-974, 2-3=-999, 3-4=12 Drag: 1-4=250 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=35, 2-3=34, 1-4=-20 Horz: 1-2=976, 2-3=1001, 3-4=12 Drag:1-4=-250 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-93, 2-3=-91, 1-4=-20 Horz: 1-2=-974, 2-3=-999, 3-4=12 Drag: 1-4=250 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=36, 2-3=35, 1-4=-20 Horz: 1-2=975, 2-3=1000 Drag:1-4=-250 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-92, 2-3=-91, 1-4=-20 Horz: 1-2=-975, 2-3=-1000 Drag: 1-4=250 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=47, 2-3=46, 1-4=-12 Horz: 1-2=975, 2-3=1000 Drag:1-4=-250 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-81, 2-3=-79, 1-4=-12 Horz: 1-2=-975, 2-3=-1000 Drag: 1-4=250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 JA10 Jack -Partial Girder 1 1 Job Reference (optional) N 1 1 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:06 2021 Page 1 ID 2ar?8W2eFUCWR?TpXo8wrzylz6Y-egp8E58Ms5MCD7NZgjJbySy2oVit1 BVIZbkCXtyl Ica 4-3-5 7-10-8 4-3-5 6 3x4 = Special 4-3-5 3.00 12 2 4x5 53x6 II Special 7 3-7-3 8 Special 7-10-8 4x5 = 4 4-3-5 3-7-3 Scale = 1:15.4 Camber = 1/8 in 1) N Plate Offsets (X,Y)-- [1:0-3-12,0-0-5], [5:0-4-8,0-1-8] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2018/TP12014 CSI. TC 0.29 BC 0.66 WB 0.83 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) 0.07 1-5 >999 240 Vert(CT) -0.16 1-5 >584 180 Horz(CT) 0.03 4 n/a n/a PLATES GRIP MT20 220/195 Weight: 34 Ib FT = 20% LUMBER - TOP CHORD 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 BRACING - TOP CHORD BOT CHORD REACTIONS. (Ib/size) 1=1031/0-4-0 (min. 0-1-8), 3=108/Mechanical, 4=891/Mechanical Max Horz 1=62(LC 23) Max Upliftl=-418(LC 4), 3=-38(LC 4), 4=-378(LC 4) Max Gray 1=1162(LC 2), 3=108(LC 1), 4=1025(LC 2) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-2755/1012 BOT CHORD 1-6=-1022/2649, 6-7=-1022/2649, 5-7=-1022/2649, 5-8=-1022/2649, 4-8=-1022/2649 WEBS 2-5=-476/1208, 2-4=-2757/1064 Structural wood sheathing directly applied or 3-9-9 oc purlins. Rigid ceiling directly applied or 8-1-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3 except (jt=Ib) 1=418, 4=378. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 563 Ib down and 265 Ib up at 1-11-4 , and 563 Ib down and 265 Ib up at 3-11-4, and 563 Ib down and 265 Ib up at 5-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-68, 1-4=-20 Concentrated Loads (Ib) Vert: 6=-452(B) 7=-452(B) 8=-452(B) Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 JA10 Jack -Partial Girder 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:06 2021 Page 2 ID 2ar?8W2eFUCWR?TpXo8wrzylz6Y-egp8E58Ms5MCD7NZgjJbySy2oVit1 BVIZbkCXtyl Ica LOAD CASE(S) 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-58, 1-4=-20 Concentrated Loads (Ib) Vert: 6=-563(B) 7=-563(B) 8=-563(B) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-40 Concentrated Loads (Ib) Vert: 6=-332(B) 7=-332(B) 8=-332(B) 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=20, 1-4=-12 Horz: 1-3=-32 Concentrated Loads (Ib) Vert: 6=257(B) 7=257(B) 8=257(B) 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=9, 1-4=-12 Horz: 1-3=-21 Concentrated Loads (Ib) Vert: 6=257(B) 7=257(B) 8=257(B) 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 1-4=-20 Horz: 1-3=1 Concentrated Loads (Ib) Vert: 6=265(B) 7=265(B) 8=265(B) 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-18, 1-4=-20 Horz: 1-3=-10 Concentrated Loads (Ib) Vert: 6=265(B) 7=265(B) 8=265(B) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=17, 1-4=-12 Horz: 1-3=-29 Concentrated Loads (Ib) Vert: 6=257(B) 7=257(B) 8=257(B) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=7, 1-4=-12 Horz: 1-3=-19 Concentrated Loads (Ib) Vert: 6=257(B) 7=257(B) 8=257(B) 10) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 1-4=-20 Horz: 1-3=1 Concentrated Loads (Ib) Vert: 6=265(B) 7=265(B) 8=265(B) 11) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 1-4=-20 Horz: 1-3=1 Concentrated Loads (Ib) Vert: 6=265(B) 7=265(B) 8=265(B) 12) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 Concentrated Loads (Ib) Vert: 6=-240(B) 7=-240(B) 8=-240(B) 13) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-59, 1-4=-20 Horz: 1-3=1 Concentrated Loads (Ib) Vert: 6=171(B) 7=171(B) 8=171(B) 14) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-50, 1-4=-20 Horz: 1-3=-8 Concentrated Loads (Ib) Vert: 6=171(B) 7=171(B) 8=171(B) 15) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 JA10 Jack -Partial Girder 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:06 2021 Page 3 ID 2ar?8W2eFUCWR?TpXo8wrzylz6Y-egp8E58Ms5MCD7NZgjJbySy2oVit1 BVIZbkCXtyl Ica LOAD CASE(S) Uniform Loads (plf) Vert: 1-3=-59, 1-4=-20 Horz: 1-3=1 Concentrated Loads (Ib) Vert: 6=171(B) 7=171(B) 8=171(B) 16) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-59, 1-4=-20 Horz: 1-3=1 Concentrated Loads (Ib) Vert: 6=171(B) 7=171(B) 8=171(B) 17) Dead + 0.6 MWFRS Wind Min. Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-14, 1-4=-12 Horz: 1-3=2 Concentrated Loads (Ib) Vert: 6=9(B) 7=9(B) 8=9(B) 18) Dead + 0.6 MWFRS Wind Min. Right: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-3=-12, 1-4=-12 Concentrated Loads (Ib) Vert: 6=-248(B) 7=-248(B) 8=-248(B) 19) Reversal: Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-68, 1-4=-20 Concentrated Loads (Ib) Vert: 6=-136(B) 7=-136(B) 8=-136(B) 20) Reversal: Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-58, 1-4=-20 Concentrated Loads (Ib) Vert: 6=28(B) 7=28(B) 8=28(B) 21) Reversal: Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 Concentrated Loads (Ib) Vert: 6=-136(B) 7=-136(B) 8=-136(B) 22) Reversal: Dead + 0.6 MWFRS Wind Min. Right: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-3=-12, 1-4=-12 Concentrated Loads (Ib) Vert: 6=-144(B) 7=-144(B) 8=-144(B) 23) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=20, 1-4=-12 Horz: 1-3=-32 Concentrated Loads (Ib) Vert: 6=-478(B) 7=-478(B) 8=-478(B) 24) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=9, 1-4=-12 Horz: 1-3=-21 Concentrated Loads (Ib) Vert: 6=-478(B) 7=-478(B) 8=-478(B) 25) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 1-4=-20 Horz: 1-3=1 Concentrated Loads (Ib) Vert: 6=-470(B) 7=-470(B) 8=-470(B) 26) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-18, 1-4=-20 Horz: 1-3=-10 Concentrated Loads (Ib) Vert: 6=-470(B) 7=-470(B) 8=-470(B) 27) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=17, 1-4=-12 Horz: 1-3=-29 Concentrated Loads (Ib) Vert: 6=-478(B) 7=-478(B) 8=-478(B) 28) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=7, 1-4=-12 Horz: 1-3=-19 Concentrated Loads (Ib) Vert: 6=-478(B) 7=-478(B) 8=-478(B) Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 JA10 Jack -Partial Girder 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:06 2021 Page 4 ID 2ar?8W2eFUCWR?TpXo8wrzylz6Y-egp8E58Ms5MCD7NZgjJbySy2oVit1 BVIZbkCXtyl Ica LOAD CASE(S) 29) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 1-4=-20 Horz: 1-3=1 Concentrated Loads (Ib) Vert: 6=-470(B) 7=-470(B) 8=-470(B) 30) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 1-4=-20 Horz: 1-3=1 Concentrated Loads (Ib) Vert: 6=-470(B) 7=-470(B) 8=-470(B) 31) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-59, 1-4=-20 Horz: 1-3=1 Concentrated Loads (Ib) Vert: 6=-532(B) 7=-532(B) 8=-532(B) 32) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-50, 1-4=-20 Horz: 1-3=-8 Concentrated Loads (Ib) Vert: 6=-532(B) 7=-532(B) 8=-532(B) 33) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-59, 1-4=-20 Horz: 1-3=1 Concentrated Loads (Ib) Vert: 6=-532(B) 7=-532(B) 8=-532(B) 34) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-59, 1-4=-20 Horz: 1-3=1 Concentrated Loads (Ib) Vert: 6=-532(B) 7=-532(B) 8=-532(B) 35) Reversal: Dead + 0.6 MWFRS Wind Min. Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-14, 1-4=-12 Horz: 1-3=2 Concentrated Loads (Ib) Vert: 6=-230(B) 7=-230(B) 8=-230(B) Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 JB01 Jack -Open 3 1 Job Reference (optional) -2-3-0 2-3-0 1 2 5 2x6 = Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:07 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-6tN W RR9_dOU3q HylEQggVfVCzuCzmrnun FTm3Jyl Ic2 2-0-0 5-10-15 2-0-0 I 3-10-15 3.00 I12 6 T1 2-0-0 4 2-0-0 3 Scale: 3/4"=1' 0 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.33 BC 0.02 WB 0.00 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) -0.00 2 >999 240 Vert(CT) -0.00 2-4 >999 180 Horz(CT) -0.00 3 n/a n/a PLATES GRIP MT20 220/195 Weight: 14 Ib FT = 20% LUMBER - TOP CHORD 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 REACTIONS. (Ib/size) 3=165/Mechanical, 2=407/0-5-8 (min. 0-1-8), 4=19/Mechanical Max Horz 2=74(LC 8) Max Uplift3=-47(LC 8), 2=-141(LC 8) Max Grav3=165(LC 1), 2=407(LC 1), 4=39(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-8-9, Interior(1) 0-8-9 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 Ib uplift at joint(s) 3 except (jt=Ib) 2=141. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-68, 2-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-58, 2-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-28, 2-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=61, 2-5=52, 3-5=35, 2-4=-12 Horz: 1-2=-73, 2-5=-64, 3-5=-47 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 JB01 Jack -Open 3 1 Job Reference (optional) Run: 8.500 s Aug16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:08 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-a3xuenAcOicwSQXxn8L31 t1 Ni IYCVI120vDJclyl Ic1 LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=30, 2-6=35, 3-6=65, 2-4=-12 Horz: 1-2=-42, 2-6=-47, 3-6=-77 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-3=-54, 2-4=-20 Horz: 1-2=-21, 2-3=26 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-49, 2-3=-54, 2-4=-20 Horz: 1-2=21, 2-3=26 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-3=20, 2-4=-12 Horz: 1-2=-47, 2-3=-32 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=9, 2-4=-12 Horz: 1-2=-16, 2-3=-21 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 2-4=-20 Horz: 1-2=-5, 2-3=1 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-3=-18, 2-4=-20 Horz: 1-2=-16, 2-3=-10 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-3=17, 2-4=-12 Horz: 1-2=-44, 2-3=-29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-3=7, 2-4=-12 Horz: 1-2=-34, 2-3=-19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 2-4=-20 Horz: 1-2=-5, 2-3=1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 2-4=-20 Horz: 1-2=-5, 2-3=1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-3=-28, 2-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 2-4=-20 Horz: 1-2=-3, 2-3=1 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-3=-50, 2-4=-20 Horz: 1-2=-12, 2-3=-8 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 2-4=-20 Horz: 1-2=-3, 2-3=1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 2-4=-20 Horz: 1-2=-3, 2-3=1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=-28, 2-4=-12 Horz: 1-2=-16, 2-3=16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 2-4=-12 Horz: 1-3=-16 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 JB02 Jack -Open 3 1 Job Reference (optional) 1 1 -2-3-0 2-3-0 5 2 3.00 12 6 2x6 = Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:09 2021 Page 1 ID 2ar?8W2eFUCWR'?TpXo8wrzylz6Y-2FVHs7BE90km4a68Lrsla4aariuREIHBFZys8CyIIc0 2-0-0 3-10-15 2-0-0 1 1-10-15 1 2-0-0 4 2-0-0 1 Scale: 1 "=1' 0 0 0 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.24 BC 0.02 WB 0.00 Matrix-P DEFL. in (loc) I/deft L/d Vert(LL) -0.00 2 >999 240 Vert(CT) -0.00 2-4 >999 180 Horz(CT) -0.00 3 n/a n/a PLATES GRIP MT20 220/195 Weight: 12 Ib FT = 20% LUMBER - TOP CHORD 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 REACTIONS. (Ib/size) 3=81/Mechanical, 2=356/0-5-8 (min. 0-1-8), 4=19/Mechanical Max Horz 2=58(LC 8) Max Uplift3=-17(LC 9), 2=-132(LC 8) Max Gray 3=81(LC 1), 2=356(LC 1), 4=39(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-8-9, Interior(1) 0-8-9 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 Ib uplift at joint(s) 3 except (jt=Ib) 2=132. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-68, 2-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-58, 2-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-28, 2-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=61, 2-6=52, 3-6=35, 2-4=-12 Horz: 1-2=-73, 2-6=-64, 3-6=-47 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 JB02 Jack -Open 3 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:09 2021 Page 2 ID 2ar?8W2eFUCWR?TpXo8wrzylz6Y-2FVHs7BE90km4a68Lrsla4aariuREIHBFZys8CyIIc0 LOAD CASE(S) Uniform Loads (plf) Vert: 1-5=30, 2-5=60, 2-3=65, 2-4=-12 Horz: 1-5=-42, 2-5=-72, 2-3=-77 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-3=-54, 2-4=-20 Horz: 1-2=-21, 2-3=26 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-49, 2-3=-54, 2-4=-20 Horz: 1-2=21, 2-3=26 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-3=20, 2-4=-12 Horz: 1-2=-47, 2-3=-32 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=9, 2-4=-12 Horz: 1-2=-16, 2-3=-21 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 2-4=-20 Horz: 1-2=-5, 2-3=1 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-3=-18, 2-4=-20 Horz: 1-2=-16, 2-3=-10 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-3=17, 2-4=-12 Horz: 1-2=-44, 2-3=-29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-3=7, 2-4=-12 Horz: 1-2=-34, 2-3=-19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 2-4=-20 Horz: 1-2=-5, 2-3=1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 2-4=-20 Horz: 1-2=-5, 2-3=1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-3=-28, 2-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 2-4=-20 Horz: 1-2=-3, 2-3=1 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-3=-50, 2-4=-20 Horz: 1-2=-12, 2-3=-8 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 2-4=-20 Horz: 1-2=-3, 2-3=1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 2-4=-20 Horz: 1-2=-3, 2-3=1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=-28, 2-4=-12 Horz: 1-2=-16, 2-3=16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 2-4=-12 Horz: 1-3=-16 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 JB03 Jack -Open 3 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:10 2021 Page 1 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-WS3f3TBswJsdhkhKvZNX617kD6EgzCW KTDiQgeyl Ic? -2-3-0 1-10-15 2-3-0 3.00 12 2 T1 1-10-15 5 B1 3 2x6 = 2-0-0 2-0-0 Scale = 1:8.1 rn LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.26 BC 0.02 WB 0.00 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) -0.00 2 >999 240 Vert(CT) -0.00 2-4 >999 180 Horz(CT) -0.00 3 n/a n/a PLATES GRIP MT20 220/195 Weight: 9 Ib FT = 20% LUMBER - TOP CHORD 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 REACTIONS. (Ib/size) 3=-37/Mechanical, 2=341/0-5-8 (min. 0-1-8), 4=19/Mechanical Max Horz 2=42(LC 8) Max Uplift3=-37(LC 1), 2=-142(LC 8) Max Grav3=34(LC 8), 2=341(LC 1), 4=39(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-8-9, Interior(1) 0-8-9 to 1-10-13 zone; cantilever left and right exposed ; end 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 Ib uplift at joint(s) 3 except (jt=Ib) 2=142. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-68, 2-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-58, 2-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-28, 2-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=61, 2-5=52, 3-5=35, 2-4=-12 Horz: 1-2=-73, 2-5=-64, 3-5=-47 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 JB03 Jack -Open 3 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:10 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-WS3f3TBswJsdhkhKvZNX617kD6EgzCW KTDiQgeyl Ic? LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=60, 2-3=65, 2-4=-12 Horz: 1-2=-72, 2-3=-77 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-3=-54, 2-4=-20 Horz: 1-2=-21, 2-3=26 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-49, 2-3=-54, 2-4=-20 Horz: 1-2=21, 2-3=26 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-3=20, 2-4=-12 Horz: 1-2=-47, 2-3=-32 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=9, 2-4=-12 Horz: 1-2=-16, 2-3=-21 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 2-4=-20 Horz: 1-2=-5, 2-3=1 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-3=-18, 2-4=-20 Horz: 1-2=-16, 2-3=-10 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-3=17, 2-4=-12 Horz: 1-2=-44, 2-3=-29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-3=7, 2-4=-12 Horz: 1-2=-34, 2-3=-19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 2-4=-20 Horz: 1-2=-5, 2-3=1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 2-4=-20 Horz: 1-2=-5, 2-3=1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-3=-28, 2-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 2-4=-20 Horz: 1-2=-3, 2-3=1 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-3=-50, 2-4=-20 Horz: 1-2=-12, 2-3=-8 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 2-4=-20 Horz: 1-2=-3, 2-3=1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 2-4=-20 Horz: 1-2=-3, 2-3=1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=-28, 2-4=-12 Horz: 1-2=-16, 2-3=16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 2-4=-12 Horz: 1-3=-16 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 JB04 Jack -Open Structural Gable 2 1 Job Reference (optional) -2-3-0 2-3-0 2x6 I I 6 2 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:12 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-TgAPU9D7Sx6Lx2rj0_Q?CjC?SvuiR60dxXBXkWyI Ibz 2-0-0 5-11-0 2-0-0 I 3-11-0 3.00 12 7 T1 B1 5 3x6 II 2-0-0 4 2-0-0 3 Scale = 1:164 I0 0 N Plate Offsets (X,Y)-- [2:0-3-0,0-0-8], [5:0-3-0,0-1-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CSI. TC 0.60 BC 0.18 WB 0.00 Matrix-R DEFL. in (loc) I/defl L/d Vert(LL) 0.01 4-5 >999 240 Vert(CT) 0.01 4-5 >999 180 Horz(CT) -0.03 3 n/a n/a PLATES GRIP MT20 220/195 Weight: 15 Ib FT = 20% LUMBER - TOP CHORD 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 REACTIONS. (Ib/size) 3=152/Mechanical, 5=399/0-7-0 (min. 0-1-8), 4=39/Mechanical Max Horz 5=57(LC 8) Max Uplift3=-49(LC 8), 5=-123(LC 8), 4=-15(LC 9) Max Grav3=152(LC 1), 5=399(LC 1), 4=44(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-5=-402/274 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-8-9, Interior(1) 0-8-9 to 5-10-4 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 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. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 4 except (jt=Ib) 5=123. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 2-3=-68, 4-5=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 2-3=-58, 4-5=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 JB04 Jack -Open Structural Gable 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:12 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-TgAPU9D7Sx6Lx2rj0_Q?CjC?SvuiR60dxXBXkWyI Ibz LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 4-5=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=61, 2-6=52, 3-6=35, 4-5=-12 Horz: 1-2=-73, 2-6=-64, 3-6=-47, 2-5=38 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=30, 2-7=35, 3-7=65, 4-5=-12 Horz: 1-2=-42, 2-7=-47, 3-7=-77, 2-5=-24 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-3=-54, 4-5=-20 Horz: 1-2=-21, 2-3=26, 2-5=-35 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-49, 2-3=-54, 4-5=-20 Horz: 1-2=21, 2-3=26, 2-5=27 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-3=20, 4-5=-12 Horz: 1-2=-47, 2-3=-32, 2-5=18 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=9, 4-5=-12 Horz: 1-2=-16, 2-3=-21, 2-5=-15 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 4-5=-20 Horz: 1-2=-5, 2-3=1, 2-5=7 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-3=-18, 4-5=-20 Horz: 1-2=-16, 2-3=-10, 2-5=-26 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-3=17, 4-5=-12 Horz: 1-2=-44, 2-3=-29, 2-5=23 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-3=7, 4-5=-12 Horz: 1-2=-34, 2-3=-19, 2-5=23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 4-5=-20 Horz: 1-2=-5, 2-3=1, 2-5=12 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 4-5=-20 Horz: 1-2=-5, 2-3=1, 2-5=12 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 4-5=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 4-5=-20 Horz: 1-2=-3, 2-3=1, 2-5=5 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-3=-50, 4-5=-20 Horz: 1-2=-12, 2-3=-8, 2-5=-19 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 4-5=-20 Horz: 1-2=-3, 2-3=1, 2-5=9 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 4-5=-20 Horz: 1-2=-3, 2-3=1, 2-5=9 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=-28, 4-5=-12 Horz: 1-2=-16, 2-3=16, 2-5=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=4, 4-5=-12 Horz: 1-2=-16, 2-3=-16, 2-5=16 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 JB05 Jack -Open Structural Gable 2 1 Job Reference (optional) 1 c5 N -2-3-0 2-3-0 6 2x6 1I 2 3.00 12 7 T1 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:13 2021 Page 1 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-x1 kniVEIDEECYCPvahxEkwl FfJ EXAZGnABw4Gzyl I by 2-0-0 3-11-0 2-0-0 1 1-11-0 61 5 2x4 I1 2-0-0 4 2-0-0 1 3 Ig7 Scale = 1:13.9 O O N N Plate Offsets (X,Y)-- [5:0-1-12,0-1-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.31 BC 0.08 WB 0.00 Matrix-R DEFL. in (loc) I/defl Vert(LL) 0.00 5 >999 Vert(CT) 0.00 4-5 >999 Horz(CT) -0.01 3 n/a L/d 240 180 n/a PLATES GRIP MT20 220/195 Weight: 13 Ib FT = 20% LUMBER - TOP CHORD 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 REACTIONS. (Ib/size) 3=82/Mechanical, 5=375/0-7-0 (min. 0-1-8), 4=-2/Mechanical Max Horz 5=44(LC 11) Max Uplift3=-24(LC 8), 5=-126(LC 8), 4=-2(LC 9) Max Gray 3=82(LC 1), 5=375(LC 1), 4=27(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-5=-336/247 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-8-9, Interior(1) 0-8-9 to 3-10-4 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 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. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 4 except (jt=Ib) 5=126. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 2-3=-68, 4-5=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 2-3=-58, 4-5=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 JB05 Jack -Open Structural Gable 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:13 2021 Page 2 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-x1 kniVEIDEECYCPvahxEkwIFfJEXAZGnABw4Gzyllby LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 4-5=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=61, 2-7=52, 3-7=35, 4-5=-12 Horz: 1-2=-73, 2-7=-64, 3-7=-47, 2-5=38 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=30, 2-6=60, 2-3=65, 4-5=-12 Horz: 1-6=-42, 2-6=-72, 2-3=-77, 2-5=-24 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-3=-54, 4-5=-20 Horz: 1-2=-21, 2-3=26, 2-5=-35 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-49, 2-3=-54, 4-5=-20 Horz: 1-2=21, 2-3=26, 2-5=27 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-3=20, 4-5=-12 Horz: 1-2=-47, 2-3=-32, 2-5=18 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=9, 4-5=-12 Horz: 1-2=-16, 2-3=-21, 2-5=-15 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 4-5=-20 Horz: 1-2=-5, 2-3=1, 2-5=7 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-3=-18, 4-5=-20 Horz: 1-2=-16, 2-3=-10, 2-5=-26 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-3=17, 4-5=-12 Horz: 1-2=-44, 2-3=-29, 2-5=23 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-3=7, 4-5=-12 Horz: 1-2=-34, 2-3=-19, 2-5=23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 4-5=-20 Horz: 1-2=-5, 2-3=1, 2-5=12 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 4-5=-20 Horz: 1-2=-5, 2-3=1, 2-5=12 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 4-5=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 4-5=-20 Horz: 1-2=-3, 2-3=1, 2-5=5 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-3=-50, 4-5=-20 Horz: 1-2=-12, 2-3=-8, 2-5=-19 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 4-5=-20 Horz: 1-2=-3, 2-3=1, 2-5=9 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 4-5=-20 Horz: 1-2=-3, 2-3=1, 2-5=9 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=-28, 4-5=-12 Horz: 1-2=-16, 2-3=16, 2-5=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=4, 4-5=-12 Horz: 1-2=-16, 2-3=-16, 2-5=16 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 JB06 Jack -Open Structural Gable 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:14 2021 Page 1 I D:2ar''8W2eFUCW R?TpXo8wrzylz6Y-PDIAvrFN_YN3AL_58OSTH8HQojawv0 WwOrgdoPyl I bx -2-3-0 1-11-0 2-3-0 1-11-0 3.00112 2x4 11 2 T1 W1 6 3 B1 5 2x4 II 2-0-0 4 2-0-0 rn 0 Scale = 1:11.3 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.29 BC 0.07 WB 0.00 Matrix-R DEFL. in (loc) I/deft L/d Vert(LL) 0.00 4-5 >999 240 Vert(CT) 0.00 4-5 >999 180 Horz(CT) -0.01 3 n/a n/a PLATES GRIP MT20 220/195 Weight: 10 Ib FT = 20% LUMBER - TOP CHORD 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 REACTIONS. (Ib/size) 5=357/0-7-0 (min. 0-1-8), 4=-8/Mechanical, 3=-28/Mechanical Max Horz 5=39(LC 11) Max Uplifts=-136(LC 8), 4=-8(LC 1), 3=-28(LC 1) Max Grav5=357(LC 1), 4=24(LC 3), 3=20(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-5=-313/255 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 1-11-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-8-9, Interior(1) 0-8-9 to 1-10-14 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) 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. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4, 3 except (jt=Ib) 5=136. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 2-3=-68, 4-5=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 2-3=-58, 4-5=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 4-5=-40 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 JB06 Jack -Open Structural Gable 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:15 2021 Page 2 ID 2ar?8W2eFUCWR?TpXo8wrzylz6Y-tPsY6AF?IsVwoVZIi6zipLgbY7w9eTm3dVPBKryllbw LOAD CASE(S) 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=61, 2-6=52, 3-6=35, 4-5=-12 Horz: 1-2=-73, 2-6=-64, 3-6=-47, 2-5=38 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=30, 2-3=35, 4-5=-12 Horz: 1-2=-42, 2-3=-47, 2-5=-24 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-3=-54, 4-5=-20 Horz: 1-2=-21, 2-3=26, 2-5=-35 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-49, 2-3=-54, 4-5=-20 Horz: 1-2=21, 2-3=26, 2-5=27 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-3=20, 4-5=-12 Horz: 1-2=-47, 2-3=-32, 2-5=18 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=9, 4-5=-12 Horz: 1-2=-16, 2-3=-21, 2-5=-15 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 4-5=-20 Horz: 1-2=-5, 2-3=1, 2-5=7 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-3=-18, 4-5=-20 Horz: 1-2=-16, 2-3=-10, 2-5=-26 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-3=17, 4-5=-12 Horz: 1-2=-44, 2-3=-29, 2-5=23 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-3=7, 4-5=-12 Horz: 1-2=-34, 2-3=-19, 2-5=23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 4-5=-20 Horz: 1-2=-5, 2-3=1, 2-5=12 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-3=-29, 4-5=-20 Horz: 1-2=-5, 2-3=1, 2-5=12 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 4-5=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 4-5=-20 Horz: 1-2=-3, 2-3=1, 2-5=5 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-3=-50, 4-5=-20 Horz: 1-2=-12, 2-3=-8, 2-5=-19 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 4-5=-20 Horz: 1-2=-3, 2-3=1, 2-5=9 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-59, 4-5=-20 Horz: 1-2=-3, 2-3=1, 2-5=9 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=-28, 4-5=-12 Horz: 1-2=-16, 2-3=16, 2-5=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=4, 4-5=-12 Horz: 1-2=-16, 2-3=-16, 2-5=16 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 LAY01 GABLE 1 1 Job Reference (optional) 1 1 16 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:16 2021 Page 1 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-LcQW KVVGd W9dnQf8UFpUxMZNg6XH7Nu PDs99ktlyI Ibv 8-3-5 16-6-9 8-3-5 1 8-3-5 15 14 4x5 = 13 16-6-9 12 11 10 3x4 \\ 16-6-9 v -o 0 Scale = 1:51.3 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.04 BC 0.02 WB 0.17 Matrix-S DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 9 n/a n/a PLATES GRIP MT20 220/195 Weight: 97 Ib FT = 20% LUMBER - TOP CHORD 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 OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING - TOP CHORD BOT CHORD REACTIONS. All bearings 16-6-9. (Ib) - Max Horz 1=-190(LC 10) Max Uplift All uplift 100 Ib or less atjoint(s) 1, 9, 14, 15, 16, 12, 11, 10 Max Gray All reactions 250 Ib or less at joint(s) 1, 9, 13, 14, 15, 16, 12, 11, 10 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-4-3 to 3-4-3, Interior(1) 3-4-3 to 8-3-5, Exterior(2R) 8-3-5 to 11-3-5, Interior(1) 11-3-5 to 16-2-6 zone; cantilever left and right exposed ; end 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) 1, 9, 14, 15, 16, 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. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-68, 5-9=-68, 1-9=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-58, 5-9=-58, 1-9=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-28, 5-9=-28, 1-9=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 LAY01 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:16 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-LcQW KWGd W9dnQf8UFpUxMZNg6XH7Nu PDs99ktlyl Ibv LOAD CASE(S) Uniform Loads (plf) Vert: 1-5=21, 5-9=21, 1-9=-12 Horz: 1-5=-33, 5-9=33 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=21, 5-9=21, 1-9=-12 Horz: 1-5=-33, 5-9=33 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-58, 5-9=-58, 1-9=-20 Horz: 1-5=30, 5-9=-30 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-58, 5-9=-58, 1-9=-20 Horz: 1-5=30, 5-9=-30 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-7, 5-9=9, 1-9=-12 Horz: 1-5=-5, 5-9=21 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=9, 5-9=-7, 1-9=-12 Horz: 1-5=-21, 5-9=5 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-41, 5-9=-18, 1-9=-20 Horz: 1-5=13, 5-9=10 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-18, 5-9=-41, 1-9=-20 Horz: 1-5=-10, 5-9=-13 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=17, 5-9=17, 1-9=-12 Horz: 1-5=-29, 5-9=29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=7, 5-9=7, 1-9=-12 Horz: 1-5=-19, 5-9=19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-29, 5-9=-29, 1-9=-20 Horz: 1-5=1, 5-9=-1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-29, 5-9=-29, 1-9=-20 Horz: 1-5=1, 5-9=-1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-5=-28, 5-9=-28, 1-9=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-68, 5-9=-51, 1-9=-20 Horz: 1-5=10, 5-9=7 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-51, 5-9=-68, 1-9=-20 Horz: 1-5=-7, 5-9=-10 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-59, 5-9=-59, 1-9=-20 Horz: 1-5=1, 5-9=-1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-59, 5-9=-59, 1-9=-20 Horz: 1-5=1, 5-9=-1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-9=-28, 1-9=-12 Horz: 1-5=16, 5-9=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=4, 5-9=4, 1-9=-12 Horz: 1-5=-16, 5-9=16 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-68, 5-9=-28, 1-9=-20 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 LAY01 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:16 2021 Page 3 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-LcQW KWGd W9dnQf8UFpUxMZNg6XH7Nu PDs99ktlyl Ibv LOAD CASE(S) 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Uniform Loads (plf) Vert: 1-5=-28, 5-9=-68, 1-9=-20 25) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1 Uniform Loads (plf) Vert: 1-5=-58, 5-9=-28, 1-9=-20 26) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=l Uniform Loads (plf) Vert: 1-5=-28, 5-9=-58, 1-9=-20 Plate Increase=1.15 .15, Plate Increase=1.15 .15, Plate Increase=1.15 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 LAY02 Lay -In Gable 1 1 Job Reference (optional) Run: 8.500 s Aug16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:18 2021 Page 1 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-H_YgICIt1 ntVfzIsNEXPR_S9PKzUrgEWJTerxAyllbt 2-5-4 1 4-10-8 2-5-4 2x4 // 4x5 = 2 4-10-4 4-10-4 2-5-4 2x4 \\ 4-W-8 0-0-4 'o 0 Scale = 1:15.1 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.06 BC 0.03 WB 0.02 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 3 n/a n/a PLATES GRIP MT20 220/195 Weight: 18 Ib FT = 20% LUMBER - TOP CHORD 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 OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING - TOP CHORD BOT CHORD REACTIONS. (Ib/size) 1=114/4-10-0 (min. 0-1-8), 3=114/4-10-0 (min. 0-1-8), 4=139/4-10-0 (min. 0-1-8) Max Horz 1=-50(LC 10) Max Upliftl=-21(LC 12), 3=-21(LC 12) Max Grav 1=114(LC 1), 3=114(LC 1), 4=140(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Structural wood sheathing directly applied or 4-10-8 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) 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 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 Ib uplift at joint(s) 1, 3. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 2-3=-68, 1-3=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 2-3=-58, 1-3=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 1-3=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 2-3=26, 1-3=-12 Horz: 1-2=-38, 2-3=38 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 LAY02 Lay -In Gable 1 1 Job Reference (optional) Run: 8.500 s Aug16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:18 2021 Page 2 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-H_YgICIt1 ntVfzIsNEXPR_S9PKzUrgEWJTerxAyllbt LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=26, 2-3=26, 1-3=-12 Horz: 1-2=-38, 2-3=38 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-63, 2-3=-63, 1-3=-20 Horz: 1-2=35, 2-3=-35 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-63, 2-3=-63, 1-3=-20 Horz: 1-2=35, 2-3=-35 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-3=9, 1-3=-12 Horz: 1-2=-5, 2-3=21 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 2-3=-7, 1-3=-12 Horz: 1-2=-21, 2-3=5 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-3=-18, 1-3=-20 Horz: 1-2=13, 2-3=10 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-18, 2-3=-41, 1-3=-20 Horz: 1-2=-10, 2-3=-13 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-3=17, 1-3=-12 Horz: 1-2=-29, 2-3=29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 2-3=7, 1-3=-12 Horz: 1-2=-19, 2-3=19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-3=-29, 1-3=-20 Horz: 1-2=1, 2-3=-1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-3=-29, 1-3=-20 Horz: 1-2=1, 2-3=-1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 1-3=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-68, 2-3=-51, 1-3=-20 Horz: 1-2=10, 2-3=7 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-51, 2-3=-68, 1-3=-20 Horz: 1-2=-7, 2-3=-10 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 2-3=-59, 1-3=-20 Horz: 1-2=1, 2-3=-1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 2-3=-59, 1-3=-20 Horz: 1-2=1, 2-3=-1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 1-3=-12 Horz: 1-2=16, 2-3=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=4, 1-3=-12 Horz: 1-2=-16, 2-3=16 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 2-3=-28, 1-3=-20 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-68, 1-3=-20 25) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 LAY02 Lay -In Gable 1 1 Job Reference (optional) Run: 8.500 s Aug16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:18 2021 Page 3 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-H_YgICIt1 ntVfzIsNEXPR_S9PKzUrgEWJTerxAylIbt LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-58, 2-3=-28, 1-3=-20 26) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-58, 1-3=-20 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 LAY03 GABLE 1 1 Job Reference (optional) 3x4 // 1 12 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:19 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-mB63yYl Wo4?M H7t3xy2e_B?K4kl IaFZfY7000cyl I bs 8-7-10 1-2-2 8-7-10 2-6-8 11 11-2-2 10 4x5 = 9 8 3x6 = 11-2-2 Scale = 1:56.3 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.06 BC 0.03 WB 0.14 Matrix-S DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) n/a - n/a - 0.00 8 I/defl n/a n/a n/a L/d 999 999 n/a PLATES GRIP MT20 220/195 Weight: 83 Ib FT = 20% LUMBER - TOP CHORD 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 OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G REACTIONS. All bearings 11-2-2. (Ib) - Max Horz 1=178(LC 12) Max Uplift All uplift 100 Ib or less atjoint(s) 1, 8, 10, 11, 12 Max Gray All reactions 250 Ib or less at joint(s) 1, 8, 9, 10, 11, 12 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-257/250 BRACING - TOP CHORD BOT CHORD WEBS Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt 5-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-4-3 to 3-4-3, Interior(1) 3-4-3 to 8-7-10, Exterior(2E) 8-7-10 to 11-0-6 zone; cantilever left and right exposed ; end vertical left 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) 1, 8, 10, 11, 12. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-68, 5-7=-68, 1-8=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-58, 5-7=-58, 1-8=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-28, 5-7=-28, 1-8=-40 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 LAY03 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:19 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-mB63yYl Wo4?M H7t3xy2e_B?K4kl IaFZfY7000cyl I bs LOAD CASE(S) 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=23, 5-7=23, 1-8=-12 Horz: 1-5=-35, 5-7=35 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=23, 5-7=23, 1-8=-12 Horz: 1-5=-35, 5-7=35 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-60, 5-7=-60, 1-8=-20 Horz: 1-5=32, 5-7=-32 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-60, 5-7=-60, 1-8=-20 Horz: 1-5=32, 5-7=-32 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-7, 5-7=9, 1-8=-12 Horz: 1-5=-5, 5-7=21 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=9, 5-7=-7, 1-8=-12 Horz: 1-5=-21, 5-7=5 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-41, 5-7=-18, 1-8=-20 Horz: 1-5=13, 5-7=10 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-18, 5-7=-41, 1-8=-20 Horz: 1-5=-10, 5-7=-13 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=17, 5-7=17, 1-8=-12 Horz: 1-5=-29, 5-7=29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=7, 5-7=7, 1-8=-12 Horz: 1-5=-19, 5-7=19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-29, 5-7=-29, 1-8=-20 Horz: 1-5=1, 5-7=-1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-29, 5-7=-29, 1-8=-20 Horz: 1-5=1, 5-7=-1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-5=-28, 5-7=-28, 1-8=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-68, 5-7=-51, 1-8=-20 Horz: 1-5=10, 5-7=7 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-51, 5-7=-68, 1-8=-20 Horz: 1-5=-7, 5-7=-10 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-59, 5-7=-59, 1-8=-20 Horz: 1-5=1, 5-7=-1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-59, 5-7=-59, 1-8=-20 Horz: 1-5=1, 5-7=-1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-7=-28, 1-8=-12 Horz: 1-5=16, 5-7=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=4, 5-7=4, 1-8=-12 Horz: 1-5=-16, 5-7=16 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-68, 5-7=-28, 1-8=-20 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 LAY03 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:19 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-mB63yYl Wo4?M H7t3xy2e_B?K4kl IaFZfY7000cyl I bs LOAD CASE(S) 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Uniform Loads (plf) Vert: 1-5=-28, 5-7=-68, 1-8=-20 25) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1 Uniform Loads (plf) Vert: 1-5=-58, 5-7=-28, 1-8=-20 26) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=l Uniform Loads (plf) Vert: 1-5=-28, 5-7=-58, 1-8=-20 Plate Increase=1.15 .15, Plate Increase=1.15 .15, Plate Increase=1.15 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 LAY04 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:21 2021 Page 2 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-iZDpNEKmKiF3WQ1 R2M463c4ghY_K2BPy?RtVYVyI Ibq LOAD CASE(S) 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=26, 1-5=-12 Horz: 1-4=-38 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-63, 1-5=-20 Horz: 1-4=35 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-63, 1-5=-20 Horz: 1-4=35 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-7, 1-5=-12 Horz: 1-4=-5 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=9, 1-5=-12 Horz: 1-4=-21 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-41, 1-5=-20 Horz: 1-4=13 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-18, 1-5=-20 Horz: 1-4=-10 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=17, 1-5=-12 Horz: 1-4=-29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=7, 1-5=-12 Horz: 1-4=-19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) lst Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-29, 1-5=-20 Horz: 1-4=1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-29, 1-5=-20 Horz: 1-4=1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-4=-28, 1-5=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-68, 1-5=-20 Horz: 1-4=10 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-51, 1-5=-20 Horz: 1-4=-7 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-59, 1-5=-20 Horz: 1-4=1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-59, 1-5=-20 Horz: 1-4=1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 1-5=-12 Horz: 1-4=16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=4, 1-5=-12 Horz: 1-4=-16 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 LAY05 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:22 2021 Page 1 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-AlnBaaLO5?Nw8abec4bLcgcrfxKbnc85E5c34xyl I by 5-10-10 9-6-2 5-10-10 3-7-8 12.37112 2x4 II 13 12 4x5 = 1-8-0 1-8-0 11 4x5 = 5 10 9-6-2 7-10-2 9 8 rn 0 4 0 Scale = 1:49.2 Plate Offsets (X,Y)-- [13:0-3-8,0-1-12] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.04 BC 0.02 WB 0.15 Matrix-S DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 8 n/a n/a PLATES GRIP MT20 220/195 Weight: 66 Ib FT = 20% LUMBER - TOP CHORD 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 OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G REACTIONS. All bearings 9-6-2. (Ib) - Max Horz 1=-115(LC 10) Max Uplift All uplift 100 Ib or less atjoint(s) 1, 8, 2, 13, 11, 12, 9 Max Gray All reactions 250 Ib or less at joint(s) 1, 8, 2, 10, 11, 12, 9 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-4 to 3-1-4, Interior(1) 3-1-4 to 5-10-10, Exterior(2R) 5-10-10 to 8-10-10, Interior(1) 8-10-10 to 9-4-6 zone; cantilever 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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) Bearing at joint(s) 1, 2 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 Ib uplift at joint(s) 1, 8, 2, 13, 11, 12, 9. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 2. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-68, 5-7=-68, 2-13=-20, 8-13=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-58, 5-7=-58, 2-13=-20, 8-13=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 LAY05 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:23 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-eyLZovLOsJVnIkAgAn6a8190PLgq W3NFTIMcdOyl I bo LOAD CASE(S) Uniform Loads (plf) Vert: 1-5=-28, 5-7=-28, 2-13=-40, 8-13=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=24, 5-7=24, 2-13=-12, 8-13=-12 Horz: 1-2=36, 2-5=-36, 5-7=36 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=24, 5-7=24, 2-13=-12, 8-13=-12 Horz: 1-2=36, 2-5=-36, 5-7=36 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-61, 5-7=-61, 2-13=-20, 8-13=-20 Horz: 1-2=-33, 2-5=33, 5-7=-33 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-61, 5-7=-61, 2-13=-20, 8-13=-20 Horz: 1-2=-33, 2-5=33, 5-7=-33 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-7, 5-7=9, 2-13=-12, 8-13=-12 Horz: 1-2=5, 2-5=-5, 5-7=21 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=9, 5-7=-7, 2-13=-12, 8-13=-12 Horz: 1-2=21, 2-5=-21, 5-7=5 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-41, 5-7=-18, 2-13=-20, 8-13=-20 Horz: 1-2=-13, 2-5=13, 5-7=10 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-18, 5-7=-41, 2-13=-20, 8-13=-20 Horz: 1-2=10, 2-5=-10, 5-7=-13 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=17, 5-7=17, 2-13=-12, 8-13=-12 Horz: 1-2=29, 2-5=-29, 5-7=29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=7, 5-7=7, 2-13=-12, 8-13=-12 Horz: 1-2=19, 2-5=-19, 5-7=19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-29, 5-7=-29, 2-13=-20, 8-13=-20 Horz: 1-2=-1, 2-5=1, 5-7=-1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-29, 5-7=-29, 2-13=-20, 8-13=-20 Horz: 1-2=-1, 2-5=1, 5-7=-1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-5=-28, 5-7=-28, 2-13=-20, 8-13=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-68, 5-7=-51, 2-13=-20, 8-13=-20 Horz: 1-2=-10, 2-5=10, 5-7=7 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-51, 5-7=-68, 2-13=-20, 8-13=-20 Horz: 1-2=7, 2-5=-7, 5-7=-10 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-59, 5-7=-59, 2-13=-20, 8-13=-20 Horz: 1-2=-1, 2-5=1, 5-7=-1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-59, 5-7=-59, 2-13=-20, 8-13=-20 Horz: 1-2=-1, 2-5=1, 5-7=-1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-7=-28, 2-13=-12, 8-13=-12 Horz: 1-2=-16, 2-5=16, 5-7=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=4, 5-7=4, 2-13=-12, 8-13=-12 Horz: 1-2=16, 2-5=-16, 5-7=16 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 LAY05 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:23 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-eyLZovLOsJVnIkAgAn6a8190PLgq W3NFTIMcdOyl I bo LOAD CASE(S) 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-68, 5-7=-28, 2-13=-20, 8-13=-20 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-28, 5-7=-68, 2-13=-20, 8-13=-20 25) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-58, 5-7=-28, 2-13=-20, 8-13=-20 26) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-28, 5-7=-58, 2-13=-20, 8-13=-20 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 LAY06 GABLE 1 1 Job Reference (optional) 0 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:24 2021 Page 1 I D:2ar?8W2eFUCWR'TpXo8wrzylz6Y-68vy?FMedddeNul0jVdph Fi B3102FX7Oh P599gyIlbn 3-9-10 3-9-10 2x4 // 12.37 7 1.5x4 II Scale = 1:22.2 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.05 BC 0.02 WB 0.06 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 n/a n/a PLATES GRIP MT20 220/195 Weight: 18 Ib FT = 20% LUMBER - TOP CHORD 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 OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING - TOP CHORD BOT CHORD REACTIONS. (Ib/size) 1=43/3-9-10 (min. 0-1-8), 4=65/3-9-10 (min. 0-1-8), 5=183/3-9-10 (min. 0-1-8) Max Horz 1=100(LC 12) Max Upliftl=-10(LC 10), 4=-27(LC 12), 5=-75(LC 12) Max Gray 1=85(LC 12), 4=73(LC 17), 5=205(LC 17) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Structural wood sheathing directly applied or 3-9-10 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) 1, 4, 5. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-68, 1-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-58, 1-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=35, 1-4=-12 Horz: 1-3=-47 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 LAY06 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:24 2021 Page 2 I D:2ar?8W2eFUCWR'?TpXo8wrzylz6Y-68vy?FMedddeNul0jVdph Fi B3102FX7Oh P599gyIlbn LOAD CASE(S) Uniform Loads (plf) Vert: 1-3=26, 1-4=-12 Horz: 1-3=-38 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-63, 1-4=-20 Horz: 1-3=35 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-63, 1-4=-20 Horz: 1-3=35 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-7, 1-4=-12 Horz: 1-3=-5 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=9, 1-4=-12 Horz: 1-3=-21 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-41, 1-4=-20 Horz: 1-3=13 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-18, 1-4=-20 Horz: 1-3=-10 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=17, 1-4=-12 Horz: 1-3=-29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=7, 1-4=-12 Horz: 1-3=-19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 1-4=-20 Horz: 1-3=1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 1-4=-20 Horz: 1-3=1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-68, 1-4=-20 Horz: 1-3=10 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-51, 1-4=-20 Horz: 1-3=-7 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-59, 1-4=-20 Horz: 1-3=1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-59, 1-4=-20 Horz: 1-3=1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-12 Horz: 1-3=16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 1-4=-12 Horz: 1-3=-16 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 LAY07 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:26 2021 Page 1 ID 2ar?8W2eFUCWR?TpXo8wrzylz6Y-2X1 iQxOv9EtMcBvPrwgHmgnNsZekjPoh9jaGDjyllbl 10-4-0 111-10-9 25-10-8 7-4-0 1-6-0 14-0-8 4x5 = 3-0-0 3-0-0 12.37 12 3x4 = 3x4 = 1 8 3x4 = 9 10 11 12 13 14 15 16 co 31 30 29 28 27 26 25 24 4x5 II 3x4 = 25-10-8 23 22 21 20 19 18 17 25-10-8 Scale = 1:62.5 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.67 BC 0.20 WB 0.17 Matrix-R DEFL. Vert(LL) Vert(CT) n/a Horz(CT) -0.00 in (loc) I/defl n/a - n/a n/a 17 n/a L/d 999 999 n/a PLATES GRIP MT20 220/195 Weight: 202 Ib FT = 20% LUMBER - TOP CHORD 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 OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING - TOP CHORD BOT CHORD WEBS Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-3, 8-16. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt 16-17, 7-25 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 25-10-8. (Ib) - Max Horz 31=176(LC 12) Max Uplift All uplift 100 Ib or less at joint(s) 31, 17, 27, 24, 23, 22, 21, 20, 19 except 28=-107(LC 12), 30=-139(LC 12) Max Gray All reactions 250 Ib or less at joint(s) 31, 17, 25, 27, 28, 29, 24, 23, 22, 21, 20, 19, 18 except 30=253(LC 17) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-13 to 3-0-0, Interior(1) 3-0-0 to 10-4-0, Exterior(2E) 10-4-0 to 11-10-0, Interior(1) 11-10-0 to 25-8-12 zone; cantilever 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) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) 31, 17, 27, 24, 23, 22, 21, 20, 19 except (jt=Ib) 28=107, 30=139. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-68, 3-7=-68, 7-8=-68, 8-16=-68, 17-31=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-58, 3-7=-58, 7-8=-58, 8-16=-58, 17-31=-20 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 LAY07 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:27 2021 Page 2 I D:2ar78W2eFUCW R?TpXo8wrzylz6Y-Xja4eHPXwY?DELUbPd B WJtKYby_zSs2rONKpm9yl I bk LOAD CASE(S) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-28, 3-7=-28, 7-8=-28, 8-16=-28, 17-31=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=19, 3-7=19, 7-8=19, 8-16=19, 17-31=-12 Horz: 3-7=-31, 7-8=31 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=19, 3-7=19, 7-8=19, 8-16=19, 17-31=-12 Horz: 3-7=-31, 7-8=31 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-56, 3-7=-56, 7-8=-56, 8-16=-56, 17-31=-20 Horz: 3-7=28, 7-8=-28 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-56, 3-7=-56, 7-8=-56, 8-16=-56, 17-31=-20 Horz: 3-7=28, 7-8=-28 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=26, 3-7=-7, 7-8=9, 8-32=26, 16-32=11, 17-31=-12 Horz: 3-7=-5, 7-8=21 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=11, 3-7=9, 7-8=-7, 8-33=11, 16-33=26, 17-31=-12 Horz: 3-7=-21, 7-8=5 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 3-7=-41, 7-8=-18, 8-16=-29, 17-31=-20 Horz: 3-7=13, 7-8=10 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 3-7=-18, 7-8=-41, 8-16=-29, 17-31=-20 Horz: 3-7=-10, 7-8=-13 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=17, 3-7=17, 7-8=17, 8-16=17, 17-31=-12 Horz: 3-7=-29, 7-8=29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=7, 3-7=7, 7-8=7, 8-16=7, 17-31=-12 Horz: 3-7=-19, 7-8=19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 3-7=-29, 7-8=-29, 8-16=-29, 17-31=-20 Horz: 3-7=1, 7-8=-1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 3-7=-29, 7-8=-29, 8-16=-29, 17-31=-20 Horz: 3-7=1, 7-8=-1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-3=-28, 3-7=-28, 7-8=-28, 8-16=-28, 17-31=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-59, 3-7=-68, 7-8=-51, 8-16=-59, 17-31=-20 Horz: 3-7=10, 7-8=7 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-59, 3-7=-51, 7-8=-68, 8-16=-59, 17-31=-20 Horz: 3-7=-7, 7-8=-10 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-59, 3-7=-59, 7-8=-59, 8-16=-59, 17-31=-20 Horz: 3-7=1, 7-8=-1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-59, 3-7=-59, 7-8=-59, 8-16=-59, 17-31=-20 Horz: 3-7=1, 7-8=-1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 3-7=-28, 7-8=-28, 8-16=-28, 17-31=-12 Horz: 3-7=16, 7-8=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 LAY07 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:27 2021 Page 3 I D:2ar'78W2eFUCW R?TpXo8wrzylz6Y-Xja4eHPXwY?DELUbPd B WJtKYby_zSs2rONKpm9yl I bk LOAD CASE(S) Uniform Loads (plf) Vert: 1-3=4, 3-7=4, 7-8=4, 8-16=4, 17-31=-12 Horz: 3-7=-16, 7-8=16 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-68, 3-7=-68, 7-8=-28, 8-16=-28, 17-31=-20 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-28, 3-7=-28, 7-8=-68, 8-16=-68, 17-31=-20 25) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-58, 3-7=-58, 7-8=-28, 8-16=-28, 17-31=-20 26) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-28, 3-7=-28, 7-8=-58, 8-16=-58, 17-31=-20 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 LAY08 GABLE 1 1 Job Reference (optional) 4-4-0 4-4-0 3x6 1I 12.37 12 19 18 4x5 11 3x4 = 4 5 17 16 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:28 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-?v8SrdP9hr74sV3nyLil r5shzMK7BGN_c13N I byl Ibj 11-6-8 13-5-0 7-2-8 I 1-10-8 11-6-8 11-6-8 15 14 8 9 13 3x6 = 12 13-5-0 1-10-8 r? m 0 r. Scale = 1:45.4 Plate Offsets (X,Y)-- [4:0-2-8,0-1-12] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CSI. TC 0.82 BC 0.20 WB 0.36 Matrix-R DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) -0.00 12 n/a n/a PLATES GRIP MT20 220/195 Weight: 113 Ib FT = 20% LUMBER - TOP CHORD 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 OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-9, 10-13, 10-11. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 13-5-0. (Ib) - Max Horz 19=168(LC 12) Max Uplift All uplift 100 Ib or less at joint(s) 13, 17, 16, 15, 14 except 19=-293(LC 10), 12=-117(LC 12), 18=-526(LC 12) Max Gray All reactions 250 Ib or less at joint(s) 13, 12, 17, 16, 15, 14 except 19=554(LC 12), 18=379(LC 10) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-19=-359/319, 1-2=-352/332, 10-13=-320/257, 9-10=-258/239 WEBS 2-18=-367/333, 8-13=-377/354 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-13 to 3-0-4, Interior(1) 3-0-4 to 4-4-0, Exterior(2R) 4-4-0 to 7-4-0, Interior(1) 7-4-0 to 13-3-4 zone; cantilever 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) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) 13, 17, 16, 15, 14 except (jt=Ib) 19=293, 12=117, 18=526. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-68, 4-9=-68, 10-11=-68, 12-19=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 LAY08 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:28 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-?v8SrdP9hr74sV3nyLil r5shzMK7BGN_c13N I byl Ibj LOAD CASE(S) Uniform Loads (plf) Vert: 1-4=-58, 4-9=-58, 10-11=-58, 12-19=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-28, 4-9=-28, 10-11=-28, 12-19=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=22, 4-9=22, 10-11=22, 12-19=-12 Horz: 1-4=-34, 9-10=-34 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=22, 4-9=22, 10-11=22, 12-19=-12 Horz: 1-4=-34, 9-10=-34 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-59, 4-9=-59, 10-11=-59, 12-19=-20 Horz: 1-4=31, 9-10=31 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-59, 4-9=-59, 10-11=-59, 12-19=-20 Horz: 1-4=31, 9-10=31 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-7, 4-9=26, 10-20=26, 11-20=11, 12-19=-12 Horz: 1-4=-5, 9-10=-5 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=9, 4-9=26, 10-11=26, 12-19=-12 Horz: 1-4=-21, 9-10=-21 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-41, 4-9=-29, 10-11=-29, 12-19=-20 Horz: 1-4=13, 9-10=26 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-18, 4-9=-29, 10-11=-29, 12-19=-20 Horz: 1-4=-10, 9-10=-10 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=17, 4-9=17, 10-11=17, 12-19=-12 Horz: 1-4=-29, 9-10=-29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=7, 4-9=7, 10-11=7, 12-19=-12 Horz: 1-4=-19, 9-10=-19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-29, 4-9=-29, 10-11=-29, 12-19=-20 Horz: 1-4=1, 9-10=1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-29, 4-9=-29, 10-11=-29, 12-19=-20 Horz: 1-4=1, 9-10=1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-4=-28, 4-9=-28, 10-11=-28, 12-19=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-68, 4-9=-59, 10-11=-59, 12-19=-20 Horz: 1-4=10, 9-10=19 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-51, 4-9=-59, 10-11=-59, 12-19=-20 Horz: 1-4=-7, 9-10=-7 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-59, 4-9=-59, 10-11=-59, 12-19=-20 Horz: 1-4=1, 9-10=1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-59, 4-9=-59, 10-11=-59, 12-19=-20 Horz: 1-4=1, 9-10=1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-9=-28, 10-11=-28, 12-19=-12 Horz: 1-4=16, 9-10=16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 LAY08 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:28 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-?v8SrdP9hr74sV3nyLil r5shzMK7BGN_c13N I byl Ibj LOAD CASE(S) Uniform Loads (plf) Vert: 1-4=4, 4-9=4, 10-11=4, 12-19=-12 Horz: 1-4=-16, 9-10=-16 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-68, 4-9=-68, 10-11=-28, 12-19=-20 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-28, 4-9=-68, 10-11=-68, 12-19=-20 25) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-58, 4-9=-58, 10-11=-28, 12-19=-20 26) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-28, 4-9=-58, 10-11=-58, 12-19=-20 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 LAY09 Lay -In Gable 1 1 Job Reference (optional) n u: c 12.37112 6 2x4 II 4x5 = 0-5-4 2-1 2-1 0-2-10 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:30 2021 Page 1 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-x1 GDGJRPDTOo5pDA41kDwWyDyA3efF2H4KYUM Uyl I bh 2-6-2 2-6-2 5 1.5x4 II 1.5x4 II 3 2-6-2 2-0-14 4 1.5x4 II Scale = 1:18.0 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.02 BC 0.01 WB 0.03 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 n/a n/a PLATES GRIP MT20 220/195 Weight: 13 Ib FT = 20% LUMBER - TOP CHORD 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 OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G REACTIONS. All bearings 2-3-8. (Ib) - Max Horz 1=65(LC 12) Max Uplift All uplift 100 Ib or less at joint(s) 1, 4, 5 Max Gray All reactions 250 Ib or less at joint(s) 1, 4, 6, 5 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 2-6-2 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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) Bearing at joint(s) 1, 4, 6, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 4, 5. 7) Non Standard bearing condition. Review required. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-68, 4-6=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-58, 4-6=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-28, 4-6=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 LAY09 Lay -In Gable 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:30 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-x1 GDGJRPDTOo5pDA41kDwWyDyA3efF2H4KYUM Uyl I bh LOAD CASE(S) Uniform Loads (plf) Vert: 1-3=26, 4-6=-12 Horz: 1-3=-38 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=26, 4-6=-12 Horz: 1-3=-38 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-63, 4-6=-20 Horz: 1-3=35 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-63, 4-6=-20 Horz: 1-3=35 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-7, 4-6=-12 Horz: 1-3=-5 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=9, 4-6=-12 Horz: 1-3=-21 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-41, 4-6=-20 Horz: 1-3=13 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-18, 4-6=-20 Horz: 1-3=-10 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=17, 4-6=-12 Horz: 1-3=-29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=7, 4-6=-12 Horz: 1-3=-19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 4-6=-20 Horz: 1-3=1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 4-6=-20 Horz: 1-3=1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-3=-28, 4-6=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-68, 4-6=-20 Horz: 1-3=10 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-51, 4-6=-20 Horz: 1-3=-7 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-59, 4-6=-20 Horz: 1-3=1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-59, 4-6=-20 Horz: 1-3=1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 4-6=-12 Horz: 1-3=16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 4-6=-12 Horz: 1-3=-16 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 LAY10 GABLE 1 1 Job Reference (optional) 15 14 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:32 2021 Page 1 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-thOzh_Sgk4eWK6MZBAni?x1 WGzgd67OaXe1aRMyllbf 7-2-8 11-6-8 7-2-8 4-4-0 13 3x4 = N 12 11-6-8 11 10 9 3x6 = 11-6-8 M co Scale = 1:49.2 Plate Offsets (X,Y)-- [5:0-2-8,0-1-13], [9:Edge,0-1-8] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CSI. TC 0.22 BC 0.29 WB 0.17 Matrix-R DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) n/a - n/a - 0.00 9 I/defl n/a n/a n/a L/d 999 999 n/a PLATES GRIP MT20 220/195 Weight: 101 Ib FT = 20% LUMBER - TOP CHORD 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: 2x6 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 WEBS Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-5. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt 1-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 11-6-8. (Ib) - Max Horz 15=-126(LC 12) Max Uplift All uplift 100 Ib or less at joint(s) 15, 14, 13, 12 except 9=-204(LC 11), 10=-519(LC 12) Max Gray All reactions 250 Ib or less at joint(s) 15, 14, 13, 12, 11 except 9=506(LC 12), 10=345(LC 11) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 7-8=-328/311, 8-9=-320/273 WEBS 7-10=-373/333 NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-13 to 3-1-13, Interior(1) 3-1-13 to 7-2-8, Exterior(2R) 7-2-8 to 10-0-0, Interior(1) 10-0-0 to 11-3-11 zone; cantilever 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) 15, 14, 13, 12 except (jt=Ib) 9=204, 10=519. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-68, 5-8=-68, 9-15=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-58, 5-8=-58, 9-15=-20 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 LAY10 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:32 2021 Page 2 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-thOzh_Sgk4eWK6MZBAni?x1 WGzgd67GaXe1aRMyllbf LOAD CASE(S) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 9-15=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=23, 5-8=23, 9-15=-12 Horz: 5-8=35 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=23, 5-8=23, 9-15=-12 Horz: 5-8=35 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-60, 5-8=-60, 9-15=-20 Horz: 5-8=-32 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-60, 5-8=-60, 9-15=-20 Horz: 5-8=-32 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=26, 5-8=9, 9-15=-12 Horz: 5-8=21 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=26, 5-8=-7, 9-15=-12 Horz: 5-8=5 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-29, 5-8=-18, 9-15=-20 Horz: 5-8=10 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-29, 5-8=-41, 9-15=-20 Horz: 5-8=-13 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=17, 5-8=17, 9-15=-12 Horz: 5-8=29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=7, 5-8=7, 9-15=-12 Horz: 5-8=19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-29, 5-8=-29, 9-15=-20 Horz: 5-8=-1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-29, 5-8=-29, 9-15=-20 Horz: 5-8=-1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 9-15=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-59, 5-8=-51, 9-15=-20 Horz: 5-8=7 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-59, 5-8=-68, 9-15=-20 Horz: 5-8=-10 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-59, 5-8=-59, 9-15=-20 Horz: 5-8=-1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-59, 5-8=-59, 9-15=-20 Horz: 5-8=-1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-8=-28, 9-15=-12 Horz: 5-8=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 LAY10 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:32 2021 Page 3 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-thOzh_Sgk4eWK6MZBAni?x1 WGzgd67OaXelaRMyllbf LOAD CASE(S) Uniform Loads (plf) Vert: 1-5=4, 5-8=4, 9-15=-12 Horz: 5-8=16 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 LAY11 Lay -In Gable 1 1 Job Reference (optional) 1 1 1.5x4 II 5 1.5x4 II 1 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:34 2021 Page 1 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-p3Wk6gUwGhuDaQWxJbpA5M6uenQRa3rs?yWhVFyI Ibd 3-6-14 3-6-14 2x4 \\ Scale = 1:21.1 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.04 BC 0.01 WB 0.04 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 3 n/a n/a PLATES GRIP MT20 220/195 Weight: 17 Ib FT = 20% LUMBER - TOP CHORD 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 OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING - TOP CHORD BOT CHORD REACTIONS. (Ib/size) 5=57/3-6-10 (min. 0-1-8), 3=46/3-6-10 (min. 0-1-8), 4=168/3-6-10 (min. 0-1-8) Max Horz 5=-93(LC 12) Max Uplifts=-24(LC 12), 3=-5(LC 11), 4=-69(LC 12) Max Grav5=64(LC 18), 3=77(LC 12), 4=189(LC 18) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Structural wood sheathing directly applied or 3-6-14 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) 5, 3, 4. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-68, 3-5=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-58, 3-5=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-28, 3-5=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=26, 3-5=-12 Horz: 1-3=38 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 LAY11 Lay -In Gable 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:34 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-p3Wk6gUwGhuDaQWxJbpA5M6uenQRa3rs?yWhVFyI Ibd LOAD CASE(S) Uniform Loads (plf) Vert: 1-3=26, 3-5=-12 Horz: 1-3=38 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-63, 3-5=-20 Horz: 1-3=-35 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-63, 3-5=-20 Horz: 1-3=-35 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=9, 3-5=-12 Horz: 1-3=21 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-7, 3-5=-12 Horz: 1-3=5 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-18, 3-5=-20 Horz: 1-3=10 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-41, 3-5=-20 Horz: 1-3=-13 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=17, 3-5=-12 Horz: 1-3=29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=7, 3-5=-12 Horz: 1-3=19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 3-5=-20 Horz: 1-3=-1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 3-5=-20 Horz: 1-3=-1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-3=-28, 3-5=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-51, 3-5=-20 Horz: 1-3=7 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-68, 3-5=-20 Horz: 1-3=-10 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-59, 3-5=-20 Horz: 1-3=-1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-59, 3-5=-20 Horz: 1-3=-1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 3-5=-12 Horz: 1-3=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 3-5=-12 Horz: 1-3=16 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 R01 Corner Rafter 3 1 Job Reference (optional) 1 -3-2-3 3-2-3 2 4x6 11 2-10-3 3x6 3 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:36 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-mSd UXM WAoJ8xpkgKQOreAnC5db672zy9SG?oa7yl Ibb 5-9-7 8-7-10 11-2-4 5-9-7 2-10-3 2-6-10 2.12 TF Special Special 4 11-2-4 Special 5 Scale = 1:22.9 6 2-10-3 8-4-2 IM Plate Offsets (X,Y)-- [2:0-2-7,Edge] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2018/TP12014 CSI. TC 0.58 BC 0.00 WB 0.00 Matrix-S DEFL. in (loc) I/defl L/d Vert(LL) -0.03 2-4 >999 240 Vert(CT) -0.08 2-4 >836 180 Horz(CT) -0.00 6 n/a n/a PLATES GRIP MT20 220/195 Weight: 24 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-2-2 except (jt=length) 6=Mechanical, 2=0-7-6. (Ib) - Max Horz 2=106(LC 4) Max Uplift All uplift 100 Ib or less at joint(s) 6, 5 except 2=-235(LC 4), 4=-129(LC 4) Max Gray All reactions 250 Ib or less at joint(s) 6 except 2=471(LC 1), 4=897(LC 1), 5=254(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4, 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 6, 5 except (jt=Ib) 2=235, 4=129. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4, 5. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 35 Ib down and 32 Ib up at 5-7-7, and 665 Ib down and 123 Ib up at 5-7-7, and 75 Ib down and 78 Ib up at 8-5-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-68 Concentrated Loads (Ib) Vert: 4=-665 5=-69(B) Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 R01 Corner Rafter 3 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:36 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-mSd UXM WAoJ8xpkgKQOreAnC5db672zy9SG?oa7yl Ibb LOAD CASE(S) 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-58 Concentrated Loads (Ib) Vert: 4=-588 5=-59(B) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-6=-28 Concentrated Loads (Ib) Vert: 4=-503 5=-29(B) 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=41, 2-6=26 Horz: 1-2=-53, 2-6=-38 Concentrated Loads (Ib) Vert: 4=49(B=3) 5=10(B) 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-6=11 Horz: 1-2=-18, 2-6=-23 Concentrated Loads (Ib) Vert: 4=70(B=3) 5=31(B) 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-6=-29 Horz: 1-2=-5, 2-6=1 Concentrated Loads (Ib) Vert: 4=155(B=32) 5=78(B) 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-10, 2-6=-16 Horz: 1-2=-18, 2-6=-12 Concentrated Loads (Ib) Vert: 4=123(B=19) 5=59(B) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-6=17 Horz: 1-2=-44, 2-6=-29 Concentrated Loads (Ib) Vert: 4=61(B=3) 5=23(B) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-6=7 Horz: 1-2=-34, 2-6=-19 Concentrated Loads (Ib) Vert: 4=78(B=5) 5=38(B) 10) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-6=-29 Horz: 1-2=-5, 2-6=1 Concentrated Loads (Ib) Vert: 4=155(B=32) 5=78(B) 11) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-6=-29 Horz: 1-2=-5, 2-6=1 Concentrated Loads (Ib) Vert: 4=155(B=32) 5=78(B) 12) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-6=-28 Concentrated Loads (Ib) Vert: 4=-359 5=-29(B) 13) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-6=-59 Horz: 1-2=-3, 2-6=1 Concentrated Loads (Ib) Vert: 4=78(B=24) 5=58(B) 14) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-45, 2-6=-49 Horz: 1-2=-13, 2-6=-9 Concentrated Loads (Ib) Vert: 4=53(B=14) 5=44(B) 15) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 R01 Corner Rafter 3 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:36 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-mSd UXM WAoJ8xpkgKQOreAnC5db672zy9SG?oa7yl Ibb LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-55, 2-6=-59 Horz: 1-2=-3, 2-6=1 Concentrated Loads (Ib) Vert: 4=78(B=24) 5=58(B) 16) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-6=-59 Horz: 1-2=-3, 2-6=1 Concentrated Loads (Ib) Vert: 4=78(B=24) 5=58(B) 17) Dead + 0.6 MWFRS Wind Min. Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-6=-13 Horz: 2-6=1 Concentrated Loads (Ib) Vert: 4=101(B=22) 5=50(B) 18) Dead + 0.6 MWFRS Wind Min. Right: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-6=-12 Concentrated Loads (Ib) Vert: 4=-397(B=-16) 5=-51(B) 19) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=41, 2-6=26 Horz: 1-2=-53, 2-6=-38 Concentrated Loads (Ib) Vert: 4=-446(B=-35) 5=-75(B) 20) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-6=11 Horz: 1-2=-18, 2-6=-23 Concentrated Loads (Ib) Vert: 4=-446(B=-35) 5=-75(B) 21) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-6=-29 Horz: 1-2=-5, 2-6=1 Concentrated Loads (Ib) Vert: 4=-364(B=-3) 5=-35(B) 22) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-10, 2-6=-16 Horz: 1-2=-18, 2-6=-12 Concentrated Loads (Ib) Vert: 4=-377(B=-3) 5=-38(B) 23) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-6=17 Horz: 1-2=-44, 2-6=-29 Concentrated Loads (Ib) Vert: 4=-446(B=-35) 5=-75(B) 24) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-6=7 Horz: 1-2=-34, 2-6=-19 Concentrated Loads (Ib) Vert: 4=-445(B=-35) 5=-75(B) 25) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-6=-29 Horz: 1-2=-5, 2-6=1 Concentrated Loads (Ib) Vert: 4=-364(B=-3) 5=-35(B) 26) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-6=-29 Horz: 1-2=-5, 2-6=1 Concentrated Loads (Ib) Vert: 4=-364(B=-3) 5=-35(B) 27) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-6=-59 Horz: 1-2=-3, 2-6=1 Concentrated Loads (Ib) Vert: 4=-524(B=-2) 5=-46(B) 28) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 R01 Corner Rafter 3 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:36 2021 Page 4 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-mSd UXM WAoJ8xpkgKQOreAnC5db672zy9SG?oa7yl Ibb LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-45, 2-6=-49 Horz: 1-2=-13, 2-6=-9 Concentrated Loads (Ib) Vert: 4=-534(B=-2) 5=-48(B) 29) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-6=-59 Horz: 1-2=-3, 2-6=1 Concentrated Loads (Ib) Vert: 4=-524(B=-2) 5=-46(B) 30) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-6=-59 Horz: 1-2=-3, 2-6=1 Concentrated Loads (Ib) Vert: 4=-524(B=-2) 5=-46(B) 31) Reversal: Dead + 0.6 MWFRS Wind Min. Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-6=-13 Horz: 2-6=1 Concentrated Loads (Ib) Vert: 4=-372(B=-13) 5=-40(B) Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 R02 Corner Rafter 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:38 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-iglEx2XQKwOf21 giYRt6FCHQ_OnbWtJSwaUve0yl I bZ -3-2-3 2-8-15 11-2-4 3-2-3 2-8-15 W2 2-10-4 5-8-3 Special Special 3x6 2-10-4 2-9-15 1 8-5-5 Special Special 3x6 5 8-6-2 3x6 11-2-4 Scale = 1:23.1 3x6 2-9-15 2-8-2 Plate Offsets (X,Y)-- [3:Edge,0-3-9] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2018/TP12014 CSI. TC 0.66 BC 0.00 WB 0.01 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) 0.00 2-3 >999 240 Vert(CT) 0.01 2-3 >999 180 Horz(CT) -0.00 6 n/a n/a PLATES GRIP MT20 220/195 Weight: 41 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G WEBS 2x4 DF 1800F 1.6E G or 2x4 DF No.1 &Btr G BRACING - TOP CHORD BOT CHORD REACTIONS. All bearings 0-2-2 except (jt=length) 7=0-9-8, 6=Mechanical. (Ib) - Max Horz 7=103(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) 3, 4, 5, 6 except 7=-222(LC 4) Max Gray All reactions 250 Ib or less at joint(s) 3, 4, 6 except 7=465(LC 1), 5=314(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-7=-465/271 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4, 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 4, 5, 6 except (jt=Ib) 7=222. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4, 5. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 34 Ib down and 40 Ib up at 5-7-7, 54 Ib down and 39 Ib up at 5-7-7, and 68 Ib down and 77 Ib up at 8-5-6, and 82 Ib down and 80 Ib up at 8-5-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 2-6=-68 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 R02 Corner Rafter 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:38 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-igIEx2XQKwOf21 giYRt6FCHQ_OnbWtJSwaUveoyl I bZ LOAD CASE(S) Concentrated Loads (Ib) Vert: 4=-13(B) 5=-126(F=-56, B=-70) 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 2-6=-58 Concentrated Loads (Ib) Vert: 4=-13(B) 5=-109(F=-48, B=-61) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 2-6=-28 Concentrated Loads (Ib) Vert: 4=-35(F=-0, B=-35) 5=-71(F=-23, B=-48) 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=41, 2-6=26 Horz: 2-7=15, 1-2=-53, 2-6=-38 Concentrated Loads (Ib) Vert: 4=-5(F=2, B=-7) 5=19(F=12, B=7) 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-6=11 Horz: 2-7=-18, 1-2=-18, 2-6=-23 Concentrated Loads (Ib) Vert: 4=2(F=6, B=-4) 5=62(F=34, B=28) 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-6=-29 Horz: 2-7=26, 1-2=-5, 2-6=1 Concentrated Loads (Ib) Vert: 4=79(F=40, B=39) 5=157(F=77, B=80) 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-10, 2-6=-16 Horz: 2-7=-7, 1-2=-18, 2-6=-12 Concentrated Loads (Ib) Vert: 4=42(F=21, B=20) 5=120(F=59, B=61) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-6=17 Horz: 2-7=-23, 1-2=-44, 2-6=-29 Concentrated Loads (Ib) Vert: 4=-5(F=2, B=-7) 5=44(F=25, B=19) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-6=7 Horz: 2-7=-23, 1-2=-34, 2-6=-19 Concentrated Loads (Ib) Vert: 4=15(F=13, B=2) 5=75(F=40, B=35) 10) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-6=-29 Horz: 2-7=-12, 1-2=-5, 2-6=1 Concentrated Loads (Ib) Vert: 4=79(F=40, B=39) 5=157(F=77, B=80) 11) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-6=-29 Horz: 2-7=-12, 1-2=-5, 2-6=1 Concentrated Loads (Ib) Vert: 4=79(F=40, B=39) 5=157(F=77, B=80) 12) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 2-6=-28 Concentrated Loads (Ib) Vert: 4=-13(B) 5=-59(F=-23, B=-36) 13) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-6=-59 Horz: 2-7=19, 1-2=-3, 2-6=1 Concentrated Loads (Ib) Vert: 4=59(F=30, B=29) 5=118(F=58, B=60) 14) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-45, 2-6=-49 Horz: 2-7=-5, 1-2=-13, 2-6=-9 Concentrated Loads (Ib) Vert: 4=31(F=16, B=15) 5=90(F=44, B=46) Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 R02 Corner Rafter 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:38 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-iglEx2XQKwOf21 giYRt6FCHQ_OnbWtJSwaUve0yl I bZ LOAD CASE(S) 15) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-6=-59 Horz: 2-7=-9, 1-2=-3, 2-6=1 Concentrated Loads (Ib) Vert: 4=59(F=30, B=29) 5=118(F=58, B=60) 16) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-6=-59 Horz: 2-7=-9, 1-2=-3, 2-6=1 Concentrated Loads (Ib) Vert: 4=59(F=30, B=29) 5=118(F=58, B=60) 17) Dead + 0.6 MWFRS Wind Min. Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-6=-13 Horz: 2-7=16, 2-6=1 Concentrated Loads (Ib) Vert: 4=51(F=31, B=20) 5=101(F=54, B=48) 18) Dead + 0.6 MWFRS Wind Min. Right: Lumber Increase=0.90, Plate Increase=0.90 PIt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-12, 2-6=-12 Concentrated Loads (Ib) Vert: 4=-53(F=-17, B=-36) 5=-104(F=-46, B=-59) 19) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=41, 2-6=26 Horz: 2-7=15, 1-2=-53, 2-6=-38 Concentrated Loads (Ib) Vert: 4=-88(F=-34, B=-54) 5=-149(F=-68, B=-82) 20) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-6=11 Horz: 2-7=-18, 1-2=-18, 2-6=-23 Concentrated Loads (Ib) Vert: 4=-88(F=-34, B=-54) 5=-149(F=-68, B=-82) 21) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-6=-29 Horz: 2-7=26, 1-2=-5, 2-6=1 Concentrated Loads (Ib) Vert: 4=-18(F=-2, B=-16) 5=-70(F=-28, B=-42) 22) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-10, 2-6=-16 Horz: 2-7=-7, 1-2=-18, 2-6=-12 Concentrated Loads (Ib) Vert: 4=-18(F=-2, B=-16) 5=-74(F=-30, B=-44) 23) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-6=17 Horz: 2-7=-23, 1-2=-44, 2-6=-29 Concentrated Loads (Ib) Vert: 4=-88(F=-34, B=-54) 5=-149(F=-68, B=-82) 24) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-6=7 Horz: 2-7=-23, 1-2=-34, 2-6=-19 Concentrated Loads (Ib) Vert: 4=-88(F=-34, B=-54) 5=-149(F=-68, B=-82) 25) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-6=-29 Horz: 2-7=-12, 1-2=-5, 2-6=1 Concentrated Loads (Ib) Vert: 4=-18(F=-2, B=-16) 5=-70(F=-28, B=-42) 26) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-6=-29 Horz: 2-7=-12, 1-2=-5, 2-6=1 Concentrated Loads (Ib) Vert: 4=-18(F=-2, B=-16) 5=-70(F=-28, B=-42) 27) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-6=-59 Horz: 2-7=19, 1-2=-3, 2-6=1 Concentrated Loads (Ib) Vert: 4=-17(F=-2, B=-16) 5=-84(F=-35, B=-49) Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 R02 Corner Rafter 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:39 2021 Page 4 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-A1 Jd9OY35E W WgBPv68PLoPq bko7gFKZc8EESBSyI IbY LOAD CASE(S) 28) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-45, 2-6=-49 Horz: 2-7=-5, 1-2=-13, 2-6=-9 Concentrated Loads (Ib) Vert: 4=-17(F=-2, B=-16) 5=-86(F=-36, B=-50) 29) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-6=-59 Horz: 2-7=-9, 1-2=-3, 2-6=1 Concentrated Loads (Ib) Vert: 4=-17(F=-2, B=-16) 5=-84(F=-35, B=-49) 30) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-6=-59 Horz: 2-7=-9, 1-2=-3, 2-6=1 Concentrated Loads (Ib) Vert: 4=-17(F=-2, B=-16) 5=-84(F=-35, B=-49) 31) Reversal: Dead + 0.6 MWFRS Wind Min. Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-6=-13 Horz: 2-7=16, 2-6=1 Concentrated Loads (Ib) Vert: 4=-41(F=-11, B=-30) 5=-84(F=-36, B=-48) Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S01 ROOF SPECIAL SUPPORT 1 1 Job Reference (optional) 1 .5x4 11 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:40 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-eDt?MjZhsXeN I L_5fswaKd MtOCRYJI INuz?jvyl IbX 1-8-14 1-8-14 3.00112 3x4 2 1 I-•rm ,I 4 5x6 = 2x6 11 3 Scale = 1:17.0 Plate Offsets (X,Y)-- [4:0-3-0,0-3-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2018/TP12014 CSI. TC 0.24 BC 0.16 WB 0.27 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) -0.00 3 n/a n/a PLATES GRIP MT20 169/123 Weight: 14 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud BOT CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G REACTIONS. (Ib/size) 4=63/1-8-14 (min. 0-1-8), 3=63/1-8-14 (min. 0-1-8) Max Horz 4=-12(LC 30) Max Uplift4=-558(LC 29), 3=-611(LC 30) Max Grav4=569(LC 34), 3=658(LC 33) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-354/336, 2-3=-647/628 BOT CHORD 3-4=-325/325 WEBS 2-4=-661/705 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 1-8-14 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) zone; cantilever 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) 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. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) except (jt=Ib) 4=558, 3=611 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 total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-8-14 for 250.0 plf. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 3-4=-20 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S01 ROOF SPECIAL SUPPORT 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:40 2021 Page 2 D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-eDt?MjZhsXeN I L_5fswaKd MtOCRYJI INuz?jvyl IbX LOAD CASE(S) 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 3-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=83, 3-4=-12 Horz: 1-2=95 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=83, 3-4=-12 Horz: 1-2=95 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 3-4=-20 Horz: 1-2=-26 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 3-4=-20 Horz: 1-2=-26 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 3-4=-12 Horz: 1-2=21 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=20, 3-4=-12 Horz: 1-2=32 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-18, 3-4=-20 Horz: 1-2=10 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Horz: 1-2=-1 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Horz: 1-2=29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Horz: 1-2=19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Horz: 1-2=-1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Horz: 1-2=-1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-50, 3-4=-20 Horz: 1-2=8 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Horz: 1-2=-1 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Horz: 1-2=-1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Horz: 1-2=-1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-12 Horz: 1-2=-16 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S01 ROOF SPECIAL SUPPORT 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:40 2021 Page 3 D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-eDt?MjZhsXeN I L_5fswaKd MtOCRYJI INuz?jvyl IbX LOAD CASE(S) 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 3-4=-12 Horz: 1-2=16 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=20, 3-4=-12 Horz: 1-2=1095 Drag: 3-4=-250 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=145, 3-4=-12 Horz: 1-2=-905 Drag: 3-4=250 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-117, 3-4=-20 Horz: 1-2=974 Drag: 3-4=-250 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=8, 3-4=-20 Horz: 1-2=-1026 Drag: 3-4=250 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-53, 3-4=-12 Horz: 1-2=1021 Drag: 3-4=-250 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=72, 3-4=-12 Horz: 1-2=-979 Drag: 3-4=250 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-12 Horz: 1-2=1032 Drag: 3-4=-250 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=83, 3-4=-12 Horz: 1-2=-968 Drag: 3-4=250 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-80, 3-4=-20 Horz: 1-2=1010 Drag: 3-4=-250 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=45, 3-4=-20 Horz: 1-2=-990 Drag: 3-4=250 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-91, 3-4=-20 Horz: 1-2=999 Drag: 3-4=-250 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=34, 3-4=-20 Horz: 1-2=-1001 Drag: 3-4=250 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-45, 3-4=-12 Horz: 1-2=1029 Drag: 3-4=-250 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=80, 3-4=-12 Horz: 1-2=-971 Drag: 3-4=250 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S01 ROOF SPECIAL SUPPORT 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:40 2021 Page 4 D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-eDt?MjZhsXeN I L_5fswaKd MtOCRYJI INuz?jvyl IbX LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-56, 3-4=-12 Horz: 1-2=1019 Drag: 3-4=-250 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=69, 3-4=-12 Horz: 1-2=-981 Drag: 3-4=250 39) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-91, 3-4=-20 Horz: 1-2=999 Drag: 3-4=-250 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=34, 3-4=-20 Horz: 1-2=-1001 Drag: 3-4=250 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-91, 3-4=-20 Horz: 1-2=999 Drag: 3-4=-250 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=34, 3-4=-20 Horz: 1-2=-1001 Drag: 3-4=250 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-91, 3-4=-20 Horz: 1-2=1000 Drag: 3-4=-250 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=35, 3-4=-20 Horz: 1-2=-1000 Drag: 3-4=250 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-79, 3-4=-12 Horz: 1-2=1000 Drag: 3-4=-250 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=46, 3-4=-12 Horz: 1-2=-1000 Drag: 3-4=250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 502 ROOF SPECIAL SUPPORT 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:42 2021 Page 1 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-ac_I nPaxO9u5Xf7Un Hy2P2RFr?91Sg52gCS6onyl IbV 01210 0-2-0 4 3x4 = 1-10-6 1-8-6 3.00112 4 II 3x4 2 3 1.5x4 II 1 Scale = 1:19.3 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.09 BC 0.05 WB 0.02 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 n/a n/a PLATES GRIP MT20 169/123 Weight: 16 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud BOT CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G REACTIONS. (Ib/size) 4=69/1-10-6 (min. 0-1-8), 3=69/1-10-6 (min. 0-1-8) Max Horz 4=-13(LC 9) Max Uplift4=-29(LC 9) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) zone; cantilever 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) 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. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) 4. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 3-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 3-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 SO2 ROOF SPECIAL SUPPORT 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:42 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-ac_I nPaxO9u5Xf7Un Hy2P2RFr?91Sg52gCS6onyl IbV LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=83, 3-4=-12 Horz: 1-2=95 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=83, 3-4=-12 Horz: 1-2=95 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 3-4=-20 Horz: 1-2=-26 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 3-4=-20 Horz: 1-2=-26 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 3-4=-12 Horz: 1-2=21 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=20, 3-4=-12 Horz: 1-2=32 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-18, 3-4=-20 Horz: 1-2=10 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Horz: 1-2=-1 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Horz: 1-2=29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Horz: 1-2=19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Horz: 1-2=-1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Horz: 1-2=-1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-50, 3-4=-20 Horz: 1-2=8 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Horz: 1-2=-1 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Horz: 1-2=-1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Horz: 1-2=-1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-12 Horz: 1-2=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 3-4=-12 Horz: 1-2=16 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S03 BLOCKING SUPPORTED 3 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:43 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-3oY7?IbZ9S0y9pigL_THyF_N6PT0B2fB3sCgKDyI IbU 1-10-6 1-10-6 1.5n4 11 Scale = 1:19.3 Ti 2 3nG — W1 B1 W1 4 5x6 = 1-10-6 3 2x6 1I 1-10-6 Plate Offsets (X,Y)-- [4:0-3-0,0-3-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2018/TP12014 CSI. TC 0.31 BC 0.18 WB 0.32 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) -0.00 3 n/a n/a PLATES GRIP MT20 169/123 Weight: 17 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud BOT CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G REACTIONS. (Ib/size) 4=69/1-10-6 (min. 0-1-8), 3=69/1-10-6 (min. 0-1-8) Max Uplift4=-760(LC 27), 3=-760(LC 28) Max Grav4=787(LC 32), 3=787(LC 31) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-353/353, 2-3=-782/818 BOT CHORD 3-4=-353/353 WEBS 2-4=-845/845 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) except (jt=lb) 4=760, 3=760. 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 total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 250.0 plf. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 3-4=-20 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S03 BLOCKING SUPPORTED 3 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:43 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-3oY7?IbZ9S0y9pigL_THyF_N6PTOB2fB3sCgKDyI IbU LOAD CASE(S) 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 3-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-12 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 3-4=-12 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=250, 3-4=-250 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=-250, 3-4=250 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=250, 3-4=-250 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S03 BLOCKING SUPPORTED 3 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:43 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-3oY7?IbZ9S0y9pigL_THyF_N6PTOB2fB3sCgKDyI IbU LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=-250, 3-4=250 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=250, 3-4=-250 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=-250, 3-4=250 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=250, 3-4=-250 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=-250, 3-4=250 39) Dead + 0.6 MWFRS Wind (Neg. Internal) lst Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=250, 3-4=-250 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=-250, 3-4=250 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S03 BLOCKING SUPPORTED 3 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:43 2021 Page 4 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-3oY7?IbZ9S0y9pigL_THyF_N6PTOB2fB3sCgKDyI IbU LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=250, 3-4=-250 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=-250, 3-4=250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 SO4 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:45 2021 Page 1 ID:2arnW2eFUCWR?TpXo8wrzylz6Y-?BguPRdph4HgO6s3SPWl1 g3icD9OfyKUXAhmO6yl IbS 1-4-6 1-4-6 Scale = 1:19.3 2 ..,A4 I I T1 3AG = W1 IWI W1 2 B1 4 5x6 = 3 2x6 11 1-4-6 1-4-6 Plate Offsets (X,Y)-- [4:0-3-0,0-3-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2018/TPI2014 CSI. TC 0.38 BC 0.12 WB 0.38 Matrix-P DEFL. Vert(LL) Vert(CT) n/a Horz(CT) -0.00 in (loc) I/defl n/a - n/a n/a 3 n/a L/d 999 999 n/a PLATES GRIP MT20 169/123 Weight: 15 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud BOT CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud WEBS 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud REACTIONS. (Ib/size) 4=47/1-4-6 (min. 0-1-8), 3=47/1-4-6 (min. 0-1-8) Max Uplift4=-756(LC 27), 3=-756(LC 28) Max Grav4=775(LC 32), 3=775(LC 31) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-771/796 WEBS 2-4=-795/795 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 1-4-6 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=Ib) 4=756, 3=756. 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 total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-4-6 for 250.0 plf. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 3-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 3-4=-20 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 SO4 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:45 2021 Page 2 ID:2ar'78W2eFUCWR?TpXo8wrzylz6Y-?BguPRdph4HgO6s3SPWI1 g3icD9OfyKUXAhm06yl IbS LOAD CASE(S) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-12 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 3-4=-12 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=250, 3-4=-250 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=-250, 3-4=250 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=250, 3-4=-250 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=-250, 3-4=250 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 SO4 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:45 2021 Page 3 ID:2ar'8W2eFUCWR?TpXo8wrzylz6Y-?BguPRdph4HgO6s3SPWl1 g3icD9OfyKUXAhmO6yl IbS LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=250, 3-4=-250 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=-250, 3-4=250 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=250, 3-4=-250 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=-250, 3-4=250 39) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=250, 3-4=-250 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=-250, 3-4=250 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=250, 3-4=-250 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 SO4 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:45 2021 Page 4 ID:2ar78W2eFUCWR?TpXo8wrzylz6Y-?BguPRdph4Hg06s3SPWI1 g3icD9OfyKUXAhm06yl IbS LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=-250, 3-4=250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S05 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:47 2021 Page 1 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-xZoeg7e4ChXNeQ0RagYD659230gg7sI n_UAtT?yl IbQ 1-5-10 4 5x6 = 1-5-10 Scale = 1:19.3 2 3 2x6 II 1-5-10 1-5-10 Plate Offsets (X,Y)-- [4:0-3-0,0-3-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2018/TP12014 CSI. TC 0.38 BC 0.13 WB 0.38 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) -0.00 3 n/a n/a PLATES GRIP MT20 169/123 Weight: 15 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud BOT CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud WEBS 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud REACTIONS. (Ib/size) 4=52/1-5-10 (min. 0-1-8), 3=52/1-5-10 (min. 0-1-8) Max Uplift4=-757(LC 27), 3=-757(LC 28) Max Grav4=777(LC 32), 3=777(LC 31) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-265/265, 2-3=-773/801 BOT CHORD 3-4=-265/265 WEBS 2-4=-804/804 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 1-5-10 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=Ib) 4=757, 3=757. 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 total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-5-10 for 250.0 plf. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 3-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S05 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:47 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-xZoeg7e4ChXNeQ0RagYD659230gg7sI n_UAtT?yl IbQ LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-58, 3-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-12 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 3-4=-12 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=250, 3-4=-250 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=-250, 3-4=250 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=250, 3-4=-250 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S05 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:47 2021 Page 3 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-xZoeg7e4ChXNeQ0RagYD659230gg7sI n_UAtT?yl IbQ LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=-250, 3-4=250 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=250, 3-4=-250 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=-250, 3-4=250 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=250, 3-4=-250 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=-250, 3-4=250 39) Dead + 0.6 MWFRS Wind (Neg. Internal) lst Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=250, 3-4=-250 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=-250, 3-4=250 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S05 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:47 2021 Page 4 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-xZoeg7e4ChXNeQ0RagYD659230gg7sI n_UAtT?yl IbQ LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=250, 3-4=-250 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=-250, 3-4=250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S06 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:49 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-tywOFogKkIn5tkAq hFahCWELNq W PbkQ4Rof_Xtyl IbO 1-10-6 1-10-6 3.00112 4 5x6 = 1 3 2x6 I I Scale: 1/2"=1' Plate Offsets (X,Y)-- [4:0-3-0,0-3-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2018/TPI2014 CSI. TC 0.45 BC 0.18 WB 0.50 Matrix-P DEFL. Vert(LL) Vert(CT) n/a Horz(CT) -0.00 in (loc) I/defl n/a - n/a n/a 3 n/a L/d 999 999 n/a PLATES GRIP MT20 169/123 Weight: 19 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud BOT CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud WEBS 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud REACTIONS. (Ib/size) 4=69/1-10-6 (min. 0-1-8), 3=69/1-10-6 (min. 0-1-8) Max Horz 4=-13(LC 30) Max Uplift4=-912(LC 29), 3=-952(LC 38) Max Grav4=915(LC 34), 3=1013(LC 31) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-386/366, 2-3=-997/962 BOT CHORD 3-4=-354/354 WEBS 2-4=-985/1051 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) zone; cantilever 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) 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. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=Ib) 4=912, 3=952. 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 total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 250.0 plf. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 3-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S06 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:49 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-tywOFogKkIn5tkAq hFahCWELNq W PbkQ4Rof_Xtyl IbO LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-58, 3-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=83, 3-4=-12 Horz: 1-2=95 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=83, 3-4=-12 Horz: 1-2=95 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 3-4=-20 Horz: 1-2=-26 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 3-4=-20 Horz: 1-2=-26 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 3-4=-12 Horz: 1-2=21 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=20, 3-4=-12 Horz: 1-2=32 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-18, 3-4=-20 Horz: 1-2=10 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Horz: 1-2=-1 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Horz: 1-2=29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Horz: 1-2=19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Horz: 1-2=-1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Horz: 1-2=-1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-50, 3-4=-20 Horz: 1-2=8 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Horz: 1-2=-1 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Horz: 1-2=-1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Horz: 1-2=-1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-12 Horz: 1-2=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S06 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:49 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-tywOFogKkIn5tkAq hFahCWELNq W PbkQ4Rof_Xtyl IbO LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=4, 3-4=-12 Horz: 1-2=16 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=20, 3-4=-12 Horz: 1-2=1095 Drag: 3-4=-250 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=145, 3-4=-12 Horz: 1-2=-905 Drag: 3-4=250 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-117, 3-4=-20 Horz: 1-2=974 Drag: 3-4=-250 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=8, 3-4=-20 Horz: 1-2=-1026 Drag: 3-4=250 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-53, 3-4=-12 Horz: 1-2=1021 Drag: 3-4=-250 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=72, 3-4=-12 Horz: 1-2=-979 Drag: 3-4=250 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-12 Horz: 1-2=1032 Drag: 3-4=-250 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=83, 3-4=-12 Horz: 1-2=-968 Drag: 3-4=250 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-80, 3-4=-20 Horz: 1-2=1010 Drag: 3-4=-250 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=45, 3-4=-20 Horz: 1-2=-990 Drag: 3-4=250 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-91, 3-4=-20 Horz: 1-2=999 Drag: 3-4=-250 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=34, 3-4=-20 Horz: 1-2=-1001 Drag: 3-4=250 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-45, 3-4=-12 Horz: 1-2=1029 Drag: 3-4=-250 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=80, 3-4=-12 Horz: 1-2=-971 Drag: 3-4=250 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S06 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:49 2021 Page 4 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-tywOFogKkIn5tkAq hFahCWELNq W PbkQ4Rof_Xtyl IbO LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-56, 3-4=-12 Horz: 1-2=1019 Drag: 3-4=-250 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=69, 3-4=-12 Horz: 1-2=-981 Drag: 3-4=250 39) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-91, 3-4=-20 Horz: 1-2=999 Drag: 3-4=-250 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=34, 3-4=-20 Horz: 1-2=-1001 Drag: 3-4=250 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-91, 3-4=-20 Horz: 1-2=999 Drag: 3-4=-250 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=34, 3-4=-20 Horz: 1-2=-1001 Drag: 3-4=250 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-90, 3-4=-20 Horz: 1-2=1000 Drag: 3-4=-250 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=34, 3-4=-20 Horz: 1-2=-1000 Drag: 3-4=250 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-79, 3-4=-12 Horz: 1-2=1000 Drag: 3-4=-250 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=46, 3-4=-12 Horz: 1-2=-1000 Drag: 3-4=250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S07 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:51 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-gL19gUhaGw1p61 JCpgc9HxJgydBt3d_Nv685cmyIIbM 1-10-6 4 5x6 = 1-10-6 3.00112 4x5 2 32x6 II Scale = 1:26.6 Plate Offsets (X,Y)-- [4:0-3-0,0-3-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2018/TP12014 CSI. TC 0.51 BC 0.18 WB 0.56 Matrix-P DEFL. Vert(LL) Vert(CT) n/a Horz(CT) -0.00 in (loc) I/defl n/a - n/a n/a 3 n/a L/d 999 999 n/a PLATES GRIP MT20 169/123 Weight: 21 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud BOT CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud WEBS 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud REACTIONS. (Ib/size) 4=69/1-10-6 (min. 0-1-8), 3=69/1-10-6 (min. 0-1-8) Max Horz 4=-13(LC 30) Max Uplift4=-1041(LC 29), 3=-1076(LC 46) Max Grav4=1040(LC 34), 3=1139(LC 31) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-386/366, 2-3=-1133/1086 BOT CHORD 3-4=-354/354 WEBS 2-4=-1103/1177 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) zone; cantilever 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) 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. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=Ib) 4=1041, 3=1076. 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 total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 250.0 plf. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 3-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S07 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:51 2021 Page 2 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-gL19gUhaGw1 p61 JCpgc9HxJgydBt3d_Nv685cmyIIbM LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-58, 3-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=83, 3-4=-12 Horz: 1-2=95 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=83, 3-4=-12 Horz: 1-2=95 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 3-4=-20 Horz: 1-2=-26 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 3-4=-20 Horz: 1-2=-26 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 3-4=-12 Horz: 1-2=21 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=20, 3-4=-12 Horz: 1-2=32 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-18, 3-4=-20 Horz: 1-2=10 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Horz: 1-2=-1 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Horz: 1-2=29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Horz: 1-2=19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Horz: 1-2=-1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Horz: 1-2=-1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-50, 3-4=-20 Horz: 1-2=8 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Horz: 1-2=-1 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Horz: 1-2=-1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Horz: 1-2=-1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-12 Horz: 1-2=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S07 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:51 2021 Page 3 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-gL19gUhaGw1 p61 JCpgc9HxJgydBt3d_Nv685cmyIIbM LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=4, 3-4=-12 Horz: 1-2=16 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=20, 3-4=-12 Horz: 1-2=1095 Drag: 3-4=-250 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=145, 3-4=-12 Horz: 1-2=-905 Drag: 3-4=250 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-117, 3-4=-20 Horz: 1-2=974 Drag: 3-4=-250 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=8, 3-4=-20 Horz: 1-2=-1026 Drag: 3-4=250 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-53, 3-4=-12 Horz: 1-2=1021 Drag: 3-4=-250 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=72, 3-4=-12 Horz: 1-2=-979 Drag: 3-4=250 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-12 Horz: 1-2=1032 Drag: 3-4=-250 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=83, 3-4=-12 Horz: 1-2=-968 Drag: 3-4=250 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-80, 3-4=-20 Horz: 1-2=1010 Drag: 3-4=-250 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=45, 3-4=-20 Horz: 1-2=-990 Drag: 3-4=250 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-91, 3-4=-20 Horz: 1-2=999 Drag: 3-4=-250 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=34, 3-4=-20 Horz: 1-2=-1001 Drag: 3-4=250 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-45, 3-4=-12 Horz: 1-2=1029 Drag: 3-4=-250 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=80, 3-4=-12 Horz: 1-2=-971 Drag: 3-4=250 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S07 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:51 2021 Page 4 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-gL19gUhaGw1 p61 JCpgc9HxJgydBt3d_Nv685cmyIIbM LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-56, 3-4=-12 Horz: 1-2=1019 Drag: 3-4=-250 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=69, 3-4=-12 Horz: 1-2=-981 Drag: 3-4=250 39) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-91, 3-4=-20 Horz: 1-2=999 Drag: 3-4=-250 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=34, 3-4=-20 Horz: 1-2=-1001 Drag: 3-4=250 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-91, 3-4=-20 Horz: 1-2=999 Drag: 3-4=-250 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=34, 3-4=-20 Horz: 1-2=-1001 Drag: 3-4=250 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-91, 3-4=-20 Horz: 1-2=1000 Drag: 3-4=-250 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=35, 3-4=-20 Horz: 1-2=-1000 Drag: 3-4=250 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-79, 3-4=-12 Horz: 1-2=1000 Drag: 3-4=-250 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=46, 3-4=-12 Horz: 1-2=-1000 Drag: 3-4=250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S08 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:52 2021 Page 1 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-IXbXtgiC1 D9gkBuPMN8Op9spR1X6o2HW8lte8CyIIbL 1 1-10-6 4-1 1-5-10 1 5x4 II 4 5x6 = 3.00112 2 4x5 3 2x6 1I Scale = 1:28.7 Plate Offsets (X,Y)--[2:0-2-8,0-1-12], [4:0-3-0,0-3-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2018/TP12014 CSI. TC 0.66 BC 0.18 WB 0.68 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) -0.00 3 n/a n/a PLATES GRIP MT20 169/123 Weight: 23 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud BOT CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud WEBS 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud REACTIONS. (Ib/size) 4=69/1-10-6 (min. 0-1-8), 3=69/1-10-6 (min. 0-1-8) Max Horz 4=-13(LC 30) Max Uplift4=-1169(LC 29), 3=-1201(LC 46) Max Grav4=1164(LC 34), 3=1265(LC 31) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-386/366, 2-3=-1269/1211 BOT CHORD 3-4=-354/354 WEBS 2-4=-1223/1305 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) zone; cantilever 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) 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. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=Ib) 4=1169, 3=1201. 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 total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 250.0 plf. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 3-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 508 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:53 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-mj9v5AjroXHXMLTbw5fd MMP_BRtLXVXfMPdCgeyl IbK LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-58, 3-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=83, 3-4=-12 Horz: 1-2=95 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=83, 3-4=-12 Horz: 1-2=95 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 3-4=-20 Horz: 1-2=-26 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 3-4=-20 Horz: 1-2=-26 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 3-4=-12 Horz: 1-2=21 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=20, 3-4=-12 Horz: 1-2=32 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-18, 3-4=-20 Horz: 1-2=10 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Horz: 1-2=-1 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Horz: 1-2=29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Horz: 1-2=19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Horz: 1-2=-1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Horz: 1-2=-1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-50, 3-4=-20 Horz: 1-2=8 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Horz: 1-2=-1 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Horz: 1-2=-1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Horz: 1-2=-1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-12 Horz: 1-2=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S08 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:53 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-mj9v5AjroXHXMLTbw5fd MMP_BRtLXVXfMPdCgeyl IbK LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=4, 3-4=-12 Horz: 1-2=16 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=20, 3-4=-12 Horz: 1-2=1095 Drag: 3-4=-250 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=145, 3-4=-12 Horz: 1-2=-905 Drag: 3-4=250 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-117, 3-4=-20 Horz: 1-2=974 Drag: 3-4=-250 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=8, 3-4=-20 Horz: 1-2=-1026 Drag: 3-4=250 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-53, 3-4=-12 Horz: 1-2=1021 Drag: 3-4=-250 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=72, 3-4=-12 Horz: 1-2=-979 Drag: 3-4=250 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-12 Horz: 1-2=1032 Drag: 3-4=-250 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=83, 3-4=-12 Horz: 1-2=-968 Drag: 3-4=250 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-80, 3-4=-20 Horz: 1-2=1010 Drag: 3-4=-250 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=45, 3-4=-20 Horz: 1-2=-990 Drag: 3-4=250 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-91, 3-4=-20 Horz: 1-2=999 Drag: 3-4=-250 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=34, 3-4=-20 Horz: 1-2=-1001 Drag: 3-4=250 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-45, 3-4=-12 Horz: 1-2=1029 Drag: 3-4=-250 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=80, 3-4=-12 Horz: 1-2=-971 Drag: 3-4=250 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 508 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:53 2021 Page 4 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-mj9v5AjroXHXMLTbw5fd MMP_BRtLXVXfMPdCgeyl IbK LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-56, 3-4=-12 Horz: 1-2=1019 Drag: 3-4=-250 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=69, 3-4=-12 Horz: 1-2=-981 Drag: 3-4=250 39) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-91, 3-4=-20 Horz: 1-2=999 Drag: 3-4=-250 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=34, 3-4=-20 Horz: 1-2=-1001 Drag: 3-4=250 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-91, 3-4=-20 Horz: 1-2=999 Drag: 3-4=-250 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=34, 3-4=-20 Horz: 1-2=-1001 Drag: 3-4=250 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-91, 3-4=-20 Horz: 1-2=1000 Drag: 3-4=-250 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=35, 3-4=-20 Horz: 1-2=-1000 Drag: 3-4=250 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-79, 3-4=-12 Horz: 1-2=1000 Drag: 3-4=-250 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=46, 3-4=-12 Horz: 1-2=-1000 Drag: 3-4=250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S09 BLOCKING SUPPORTED 3 1 Job Reference (optional) 1 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:54 2021 Page 1 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-EvjH I WkTZrPOzV2nUoAsvax8jrDaGwBpb3MID5yl IbJ 1-10-6 1-10-6 4 5x6 = Scale = 1:28.7 1-10-6 2 3 3x6 1I 1-10-6 Plate Offsets (X,Y)-- [2:0-2-8,0-1-12], [4:0-3-0,0-3-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2018/TP12014 CSI. TC 0.74 BC 0.18 WB 0.78 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) -0.00 3 n/a n/a PLATES GRIP MT20 169/123 Weight: 24 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud BOT CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud WEBS 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud REACTIONS. (Ib/size) 4=69/1-10-6 (min. 0-1-8), 3=69/1-10-6 (min. 0-1-8) Max Uplift4=-1221(LC 27), 3=-1221(LC 28) Max Grav4=1248(LC 32), 3=1248(LC 31) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-354/354, 2-3=-1243/1279 BOT CHORD 3-4=-354/354 WEBS 2-4=-1272/1272 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=Ib) 4=1221, 3=1221. 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 total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 250.0 plf. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 3-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S09 BLOCKING SUPPORTED 3 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:54 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-EvjH I WkTZrPOzV2nUoAsvax8jrDaGwBpb3MID5yl IbJ LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-58, 3-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-12 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 3-4=-12 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=250, 3-4=-250 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=-250, 3-4=250 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=250, 3-4=-250 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S09 BLOCKING SUPPORTED 3 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:54 2021 Page 3 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-EvjH I WkTZrPOzV2nUoAsvax8jrDaGwBpb3MID5yl IbJ LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=-250, 3-4=250 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=250, 3-4=-250 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=-250, 3-4=250 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=250, 3-4=-250 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=-250, 3-4=250 39) Dead + 0.6 MWFRS Wind (Neg. Internal) lst Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=250, 3-4=-250 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=-250, 3-4=250 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S09 BLOCKING SUPPORTED 3 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:54 2021 Page 4 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-EvjH I WkTZrPOzV2nUoAsvax8jrDaGwBpb3MID5yl IbJ LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=250, 3-4=-250 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=-250, 3-4=250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 810 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:56 2021 Page 1 ID 2ar?8W2eFUCWR?TpXo8wrzylz6Y-AIr2jCIj5Sf6DpCAbDCK_?1 UNewVkra62NrsHzyl IbH 1.5x 1-0-10 1-0-10 Scale = 1:28.8 2 T1..= W1 W1 4 3 5x6 = 3x6 II 1-0-10 1-0-10 Plate Offsets (X,Y)-- [4:0-3-0,0-3-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2018/TPI2014 CSI. TC 0.73 BC 0.08 WB 0.73 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) -0.00 3 n/a n/a PLATES GRIP MT20 169/123 Weight: 21 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud BOT CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud WEBS 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud REACTIONS. (Ib/size) 4=33/1-0-10 (min. 0-1-8), 3=33/1-0-10 (min. 0-1-8) Max Uplift4=-1215(LC 27), 3=-1215(LC 28) Max Grav4=1228(LC 32), 3=1228(LC 31) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1225/1243 WEBS 2-4=-1224/1224 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 1-0-10 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=Ib) 4=1215, 3=1215. 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 total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-0-10 for 250.0 plf. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 3-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 3-4=-20 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 810 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:56 2021 Page 2 ID 2ar?8W2eFUCWR?TpXo8wrzylz6Y-AIr2jCIj5Sf6DpCAbDCK_?1 UNewVkra62NrsHzyl IbH LOAD CASE(S) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-12 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 3-4=-12 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=250, 3-4=-250 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=-250, 3-4=250 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=250, 3-4=-250 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=-250, 3-4=250 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S10 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:56 2021 Page 3 ID 2ar?8W2eFUCWR?TpXo8wrzylz6Y-AIr2jCIj5Sf6DpCAbDCK_?1 UNewVkra62NrsHzyl IbH LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=250, 3-4=-250 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=-250, 3-4=250 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=250, 3-4=-250 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=-250, 3-4=250 39) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=250, 3-4=-250 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=-250, 3-4=250 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=250, 3-4=-250 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 810 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:56 2021 Page 4 ID 2ar?8W2eFUCWR?TpXo8wrzylz6Y-AIr2jCIj5Sf6DpCAbDCK_?1 UNewVkra62NrsHzyl IbH LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=-250, 3-4=250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S11 BLOCKING SUPPORTED 1 1 Job Reference (optional) 5 3x6 I I Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:57 2021 Page 1 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-eUOQxYmLsmnzgynM9wjZWCZg12CYTHuFH1 bPpQylIbG 1-3-8 2-5-14 1-3-8 1-2-6 Scale = 1:28.6 2-5-14 4 5x6 = 2-5-14 Plate Offsets (X,Y)-- [1:0-2-8,0-1-8], [4:Edge,0-3-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2018/TP12014 CSI. TC 0.69 BC 0.29 WB 0.79 Matrix-S DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) -0.00 4 n/a n/a PLATES GRIP MT20 169/123 Weight: 25 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud BOT CHORD 2x4 DF No.2 or 2x4 DF Std or 2x4 DF Stud WEBS 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud REACTIONS. (Ib/size) 5=97/2-5-14 (min. 0-1-8), 4=97/2-5-14 (min. 0-1-8) Max Horz 5=9(LC 27) Max Uplifts=-1235(LC 27), 4=-1205(LC 28) Max Grav5=1297(LC 32), 4=1226(LC 31) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-5=-1274/1268, 1-2=-564/552, 2-3=-259/257 BOT CHORD 4-5=-582/556 WEBS 1-4=-1257/1314 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 2-5-14 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) zone; cantilever 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) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 5=1235 , 4=1205. 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 total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-5-14 for 250.0 plf. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 2-3=-68, 4-5=-20 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S11 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:58 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-6hyo8tnzd3vpS6MYjeEo3Q6rVSYnCk8PWhKyMsyl IbF LOAD CASE(S) 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 2-3=-58, 4-5=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 4-5=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=83, 2-3=83, 4-5=-12 Horz: 1-2=-95 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=101, 2-3=83, 4-5=-12 Horz: 1-2=-113 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 4-5=-20 Horz: 1-2=26 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 4-5=-20 Horz: 1-2=26 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=20, 2-3=26, 4-5=-12 Horz: 1-2=-32 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=20, 2-3=26, 4-5=-12 Horz: 1-2=-32 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-3=-29, 4-5=-20 Horz: 1-2=1 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-3=-29, 4-5=-20 Horz: 1-2=1 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-3=17, 4-5=-12 Horz: 1-2=-29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 2-3=7, 4-5=-12 Horz: 1-2=-19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-3=-29, 4-5=-20 Horz: 1-2=1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-3=-29, 4-5=-20 Horz: 1-2=1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 4-5=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 2-3=-59, 4-5=-20 Horz: 1-2=1 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 2-3=-59, 4-5=-20 Horz: 1-2=1 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 2-3=-59, 4-5=-20 Horz: 1-2=1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 2-3=-59, 4-5=-20 Horz: 1-2=1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 4-5=-12 Horz: 1-2=16 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S11 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:58 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-6hyo8tnzd3vpS6MYjeEo3Q6rVSYnCk8PWhKyMsyl IbF LOAD CASE(S) 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=4, 4-5=-12 Horz: 1-2=-16 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=164, 2-3=83, 4-5=-12 Horz: 1-2=872 Drag: 2-3=250, 4-5=-250 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=37, 2-3=83, 4-5=-12 Horz: 1-2=-1097 Drag: 2-3=-250, 4-5=250 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=9, 2-3=-54, 4-5=-20 Horz: 1-2=1011 Drag: 2-3=250, 4-5=-250 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-118, 2-3=-54, 4-5=-20 Horz: 1-2=-958 Drag: 2-3=-250, 4-5=250 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=84, 2-3=26, 4-5=-12 Horz: 1-2=952 Drag: 2-3=250, 4-5=-250 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-43, 2-3=26, 4-5=-12 Horz: 1-2=-1017 Drag: 2-3=-250, 4-5=250 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=84, 2-3=26, 4-5=-12 Horz: 1-2=952 Drag: 2-3=250, 4-5=-250 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-43, 2-3=26, 4-5=-12 Horz: 1-2=-1017 Drag: 2-3=-250, 4-5=250 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=35, 2-3=-29, 4-5=-20 Horz: 1-2=985 Drag: 2-3=250, 4-5=-250 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-92, 2-3=-29, 4-5=-20 Horz: 1-2=-984 Drag: 2-3=-250, 4-5=250 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=35, 2-3=-29, 4-5=-20 Horz: 1-2=985 Drag: 2-3=250, 4-5=-250 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-92, 2-3=-29, 4-5=-20 Horz: 1-2=-984 Drag: 2-3=-250, 4-5=250 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=81, 2-3=17, 4-5=-12 Horz: 1-2=955 Drag: 2-3=250, 4-5=-250 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-46, 2-3=17, 4-5=-12 Horz: 1-2=-1014 Drag: 2-3=-250, 4-5=250 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S11 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:58 2021 Page 4 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-6hyo8tnzd3vpS6MYjeEo3Q6rVSYnCk8PWhKyMsyl IbF LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=70, 2-3=7, 4-5=-12 Horz: 1-2=966 Drag: 2-3=250, 4-5=-250 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-57, 2-3=7, 4-5=-12 Horz: 1-2=-1003 Drag: 2-3=-250, 4-5=250 39) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=35, 2-3=-29, 4-5=-20 Horz: 1-2=985 Drag: 2-3=250, 4-5=-250 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-92, 2-3=-29, 4-5=-20 Horz: 1-2=-984 Drag: 2-3=-250, 4-5=250 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=35, 2-3=-29, 4-5=-20 Horz: 1-2=985 Drag: 2-3=250, 4-5=-250 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-92, 2-3=-29, 4-5=-20 Horz: 1-2=-984 Drag: 2-3=-250, 4-5=250 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=35, 2-3=-28, 4-5=-20 Horz: 1-2=985 Drag: 2-3=250, 4-5=-250 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-91, 2-3=-28, 4-5=-20 Horz: 1-2=-985 Drag: 2-3=-250, 4-5=250 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=47, 2-3=-17, 4-5=-12 Horz: 1-2=985 Drag: 2-3=250, 4-5=-250 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-17, 4-5=-12 Horz: 1-2=-985 Drag: 2-3=-250, 4-5=250 47) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 2-3=-68, 4-5=-20 48) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 2-3=-68, 4-5=-20 49) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 2-3=-58, 4-5=-20 50) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 2-3=-58, 4-5=-20 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S12 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:59 2021 Page 1 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-btWALDnbON1 g4GxIHLm1 cdf2pswGxFxYIL4WulyllbE 1-6-10 1-6-10 Scale = 1:26.9 .:.:.:.:.:.:.:. 4 3 2x6 II 5x6 = Plate Offsets (X,Y)-- [3:0-3-0,0-3-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2018/TP12014 CSI. TC 0.52 BC 0.14 WB 0.56 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) -0.00 3 n/a n/a PLATES GRIP MT20 169/123 Weight: 21 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud BOT CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud WEBS 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud REACTIONS. (Ib/size) 4=55/1-6-10 (min. 0-1-8), 3=55/1-6-10 (min. 0-1-8) Max Horz 4=10(LC 27) Max Uplift4=-1092(LC 45), 3=-1071(LC 28) Max Grav4=1145(LC 34), 3=1063(LC 31) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-4=-1159/1104, 1-2=-309/293 BOT CHORD 3-4=-314/292 WEBS 1-3=-1107/1181 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 1-6-10 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) zone; cantilever 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) 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. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=Ib) 4=1092, 3=1071. 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 total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-6-10 for 250.0 plf. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 3-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S12 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:59 2021 Page 2 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-btWALDnbON1 g4GxIHLm1 cdf2pswGxFxYIL4WulyllbE LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-58, 3-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=83, 3-4=-12 Horz: 1-2=-95 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=83, 3-4=-12 Horz: 1-2=-95 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 3-4=-20 Horz: 1-2=26 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 3-4=-20 Horz: 1-2=26 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=20, 3-4=-12 Horz: 1-2=-32 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 3-4=-12 Horz: 1-2=-21 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Horz: 1-2=1 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-18, 3-4=-20 Horz: 1-2=-10 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Horz: 1-2=-29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Horz: 1-2=-19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Horz: 1-2=1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Horz: 1-2=1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Horz: 1-2=1 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-50, 3-4=-20 Horz: 1-2=-8 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Horz: 1-2=1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Horz: 1-2=1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-12 Horz: 1-2=16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S12 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:59 2021 Page 3 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-btWALDnbON1 g4GxIHLm1 cdf2pswGxFxYIL4WulyllbE LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=4, 3-4=-12 Horz: 1-2=-16 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=145, 3-4=-12 Horz: 1-2=905 Drag: 3-4=-250 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=20, 3-4=-12 Horz: 1-2=-1095 Drag: 3-4=250 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=8, 3-4=-20 Horz: 1-2=1026 Drag: 3-4=-250 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-117, 3-4=-20 Horz: 1-2=-974 Drag: 3-4=250 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=83, 3-4=-12 Horz: 1-2=968 Drag: 3-4=-250 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-12 Horz: 1-2=-1032 Drag: 3-4=250 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=72, 3-4=-12 Horz: 1-2=979 Drag: 3-4=-250 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-53, 3-4=-12 Horz: 1-2=-1021 Drag: 3-4=250 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=34, 3-4=-20 Horz: 1-2=1001 Drag: 3-4=-250 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-91, 3-4=-20 Horz: 1-2=-999 Drag: 3-4=250 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=45, 3-4=-20 Horz: 1-2=990 Drag: 3-4=-250 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-80, 3-4=-20 Horz: 1-2=-1010 Drag: 3-4=250 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=80, 3-4=-12 Horz: 1-2=971 Drag: 3-4=-250 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-45, 3-4=-12 Horz: 1-2=-1029 Drag: 3-4=250 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S12 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:51:59 2021 Page 4 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-btWALDnbON1 g4GxIHLm1 cdf2pswGxFxYIL4WulyllbE LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=69, 3-4=-12 Horz: 1-2=981 Drag: 3-4=-250 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-56, 3-4=-12 Horz: 1-2=-1019 Drag: 3-4=250 39) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=34, 3-4=-20 Horz: 1-2=1001 Drag: 3-4=-250 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-91, 3-4=-20 Horz: 1-2=-999 Drag: 3-4=250 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=34, 3-4=-20 Horz: 1-2=1001 Drag: 3-4=-250 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-91, 3-4=-20 Horz: 1-2=-999 Drag: 3-4=250 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=35, 3-4=-20 Horz: 1-2=1000 Drag: 3-4=-250 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-91, 3-4=-20 Horz: 1-2=-1000 Drag: 3-4=250 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=46, 3-4=-12 Horz: 1-2=1000 Drag: 3-4=-250 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-79, 3-4=-12 Horz: 1-2=-1000 Drag: 3-4=250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S13 BLOCKING SUPPORTED 1 1 Job Reference (optional) Plate Offsets (X,Y)-- [1:0-5-0,0-2-0], [3:0-3-0,0-3-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2018/TP12014 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:01 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-XGexmvpsv_IOJa47OmoVh2kQ8fciPALrCfZdzByl I bC 0-6-8 1-10-6 I 0-6-8 I 1-3-14 3.00 12 4x8 = 4 2x6 I I 1 5x6 = 1-10-6 2 3 1-10-6 *** Design Problems *** REVIEW REQUIRED CSI. TC 0.40 BC 0.15 WB 0.44 Matrix-P Analog warning - check design DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) -0.00 3 n/a n/a Scale = 1:23.7 PLATES GRIP MT20 169/123 Weight: 19 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud BOT CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud WEBS 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud REACTIONS. (Ib/size) 4=59/1-10-6 (min. 0-1-8), 3=69/1-10-6 (min. 0-1-8) Max Horz 4=50(LC 27) Max Uplift4=-843(LC 45), 3=-808(LC 28) Max Grav4=899(LC 34), 3=814(LC 31) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-4=-889/853, 1-2=-348/330 BOT CHORD 3-4=-310/287 WEBS 1-3=-863/923 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) zone; cantilever 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=Ib) 4=843, 3=808. 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 total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 250.0 plf. LOAD CASE(S) on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S13 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:01 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-XGexmvpsv_IOJa47OmoVh2kQ8fciPALrCfZdzByl I bC LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 3-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 3-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=83, 3-4=-12 Horz: 1-2=-95 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=83, 3-4=-12 Horz: 1-2=-95 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 3-4=-20 Horz: 1-2=26 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 3-4=-20 Horz: 1-2=26 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=20, 3-4=-12 Horz: 1-2=-32 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 3-4=-12 Horz: 1-2=-21 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Horz: 1-2=1 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-18, 3-4=-20 Horz: 1-2=-10 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Horz: 1-2=-29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Horz: 1-2=-19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Horz: 1-2=1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Horz: 1-2=1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Horz: 1-2=1 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-50, 3-4=-20 Horz: 1-2=-8 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Horz: 1-2=1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Horz: 1-2=1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S13 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:02 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-?SCJ_FgUg IQFxkfKyUJkDGGbu3yx8da_RJ IAVdyI IbB LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-28, 3-4=-12 Horz: 1-2=16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 3-4=-12 Horz: 1-2=-16 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=145, 3-4=-12 Horz: 1-2=905 Drag: 3-4=-250 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=20, 3-4=-12 Horz: 1-2=-1095 Drag: 3-4=250 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=8, 3-4=-20 Horz: 1-2=1026 Drag: 3-4=-250 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-117, 3-4=-20 Horz: 1-2=-974 Drag: 3-4=250 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=83, 3-4=-12 Horz: 1-2=968 Drag: 3-4=-250 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-12 Horz: 1-2=-1032 Drag: 3-4=250 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=72, 3-4=-12 Horz: 1-2=979 Drag: 3-4=-250 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-53, 3-4=-12 Horz: 1-2=-1021 Drag: 3-4=250 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=34, 3-4=-20 Horz: 1-2=1001 Drag: 3-4=-250 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-91, 3-4=-20 Horz: 1-2=-999 Drag: 3-4=250 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=45, 3-4=-20 Horz: 1-2=990 Drag: 3-4=-250 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-80, 3-4=-20 Horz: 1-2=-1010 Drag: 3-4=250 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=80, 3-4=-12 Horz: 1-2=971 Drag: 3-4=-250 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S13 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:02 2021 Page 4 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-?SCJ_FgUg IQFxkfKyUJkDGGbu3yx8da_RJ IAVdyI IbB LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-45, 3-4=-12 Horz: 1-2=-1029 Drag: 3-4=250 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=69, 3-4=-12 Horz: 1-2=981 Drag: 3-4=-250 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-56, 3-4=-12 Horz: 1-2=-1019 Drag: 3-4=250 39) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=34, 3-4=-20 Horz: 1-2=1001 Drag: 3-4=-250 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-91, 3-4=-20 Horz: 1-2=-999 Drag: 3-4=250 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=34, 3-4=-20 Horz: 1-2=1001 Drag: 3-4=-250 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-91, 3-4=-20 Horz: 1-2=-999 Drag: 3-4=250 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=35, 3-4=-20 Horz: 1-2=1000 Drag: 3-4=-250 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-91, 3-4=-20 Horz: 1-2=-1000 Drag: 3-4=250 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=46, 3-4=-12 Horz: 1-2=1000 Drag: 3-4=-250 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-79, 3-4=-12 Horz: 1-2=-1000 Drag: 3-4=250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S14 BLOCKING SUPPORTED 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:03 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-Temh Bbg6RcY6YtEW W BgzmTplvTlht3V8fz2j 13yl I bA 1-10-6 1-10-6 3x6 = 1 W1 T1 ti1 2 1.5x4 W1 4 2x6 I I 5x6 = 1-10-6 3 1-10-6 1 Scale = 1:22.0 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [3:0-3-0,0-3-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2018/TP12014 CSI. TC 0.45 BC 0.18 WB 0.46 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 3 n/a n/a PLATES GRIP MT20 169/123 Weight: 19 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud BOT CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud WEBS 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud REACTIONS. (Ib/size) 4=69/1-10-6 (min. 0-1-8), 3=69/1-10-6 (min. 0-1-8) Max Uplift4=-895(LC 27), 3=-895(LC 28) Max Grav4=922(LC 32), 3=922(LC 31) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-4=-917/954, 1-2=-354/354 BOT CHORD 3-4=-354/354 WEBS 1-3=-967/967 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=Ib) 4=895, 3=895. 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 total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 250.0 plf. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 3-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S14 BLOCKING SUPPORTED 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:03 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-Temh Bbg6RcY6YtEW W BgzmTplvTlht3V8fz2j 13yl I bA LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-58, 3-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-12 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 3-4=-12 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=250, 3-4=-250 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=-250, 3-4=250 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=250, 3-4=-250 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S14 BLOCKING SUPPORTED 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:03 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-Temh Bbg6RcY6YtEW W BgzmTplvTlht3V8fz2j 13yl I bA LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=-250, 3-4=250 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=250, 3-4=-250 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=-250, 3-4=250 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=250, 3-4=-250 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=-250, 3-4=250 39) Dead + 0.6 MWFRS Wind (Neg. Internal) lst Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=250, 3-4=-250 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=-250, 3-4=250 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S14 BLOCKING SUPPORTED 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:03 2021 Page 4 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-Temh Bbg6RcY6YtEW W BgzmTplvTlht3V8fz2j 13yl I bA LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=250, 3-4=-250 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=-250, 3-4=250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S15 BLOCKING SUPPORTED 1 1 Job Reference (optional) 1 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:05 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-P1 tScHsMzDogoBOvdcsRruu54Hz4Lz7Q7HXg6yyl Ib8 1-10-6 1-10-6 4 2x6 I I 3.00 12 5x6 = 3 Scale = 1:22.0 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2018/TP12014 CSI. TC 0.41 BC 0.18 WB 0.45 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) -0.00 3 n/a n/a PLATES GRIP MT20 169/123 Weight: 18 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud BOT CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud WEBS 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud REACTIONS. (Ib/size) 4=69/1-10-6 (min. 0-1-8), 3=69/1-10-6 (min. 0-1-8) Max Horz 4=13(LC 27) Max Uplift4=-853(LC 37), 3=-808(LC 28) Max Grav4=911(LC 34), 3=814(LC 31) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-4=-895/863, 1-2=-386/366 BOT CHORD 3-4=-391/364 WEBS 1-3=-892/951 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) zone; cantilever 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) 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. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=Ib) 4=853, 3=808. 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 total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 250.0 plf. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 3-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S15 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:05 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-P1 tScHsMzDogoBOvdcsRruu54Hz4Lz7Q7HXg6yyl Ib8 LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-58, 3-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=83, 3-4=-12 Horz: 1-2=-95 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=83, 3-4=-12 Horz: 1-2=-95 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 3-4=-20 Horz: 1-2=26 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 3-4=-20 Horz: 1-2=26 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=20, 3-4=-12 Horz: 1-2=-32 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 3-4=-12 Horz: 1-2=-21 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Horz: 1-2=1 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-18, 3-4=-20 Horz: 1-2=-10 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Horz: 1-2=-29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Horz: 1-2=-19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Horz: 1-2=1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Horz: 1-2=1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Horz: 1-2=1 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-50, 3-4=-20 Horz: 1-2=-8 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Horz: 1-2=1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Horz: 1-2=1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-12 Horz: 1-2=16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S15 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:05 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-P1 tScHsMzDogoBOvdcsRruu54Hz4Lz7Q7HXg6yyl Ib8 LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=4, 3-4=-12 Horz: 1-2=-16 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=145, 3-4=-12 Horz: 1-2=905 Drag: 3-4=-250 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=20, 3-4=-12 Horz: 1-2=-1095 Drag: 3-4=250 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=8, 3-4=-20 Horz: 1-2=1026 Drag: 3-4=-250 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-117, 3-4=-20 Horz: 1-2=-974 Drag: 3-4=250 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=83, 3-4=-12 Horz: 1-2=968 Drag: 3-4=-250 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-12 Horz: 1-2=-1032 Drag: 3-4=250 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=72, 3-4=-12 Horz: 1-2=979 Drag: 3-4=-250 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-53, 3-4=-12 Horz: 1-2=-1021 Drag: 3-4=250 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=34, 3-4=-20 Horz: 1-2=1001 Drag: 3-4=-250 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-91, 3-4=-20 Horz: 1-2=-999 Drag: 3-4=250 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=45, 3-4=-20 Horz: 1-2=990 Drag: 3-4=-250 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-80, 3-4=-20 Horz: 1-2=-1010 Drag: 3-4=250 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=80, 3-4=-12 Horz: 1-2=971 Drag: 3-4=-250 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-45, 3-4=-12 Horz: 1-2=-1029 Drag: 3-4=250 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S15 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:05 2021 Page 4 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-P1 tScHsMzDogoBOvdcsRruu54Hz4Lz7Q7HXg6yyl Ib8 LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=69, 3-4=-12 Horz: 1-2=981 Drag: 3-4=-250 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-56, 3-4=-12 Horz: 1-2=-1019 Drag: 3-4=250 39) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=34, 3-4=-20 Horz: 1-2=1001 Drag: 3-4=-250 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-91, 3-4=-20 Horz: 1-2=-999 Drag: 3-4=250 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=34, 3-4=-20 Horz: 1-2=1001 Drag: 3-4=-250 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-91, 3-4=-20 Horz: 1-2=-999 Drag: 3-4=250 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=34, 3-4=-20 Horz: 1-2=1000 Drag: 3-4=-250 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-90, 3-4=-20 Horz: 1-2=-1000 Drag: 3-4=250 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=46, 3-4=-12 Horz: 1-2=1000 Drag: 3-4=-250 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-79, 3-4=-12 Horz: 1-2=-1000 Drag: 3-4=250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S16 BLOCKING SUPPORTED 1 1 Job Reference (optional) 1 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:07 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-MQ?C 1 yudVg2Y1 VYHI1 vvwJ_SQ4fYpu WjabOxAgyl Ib6 1-10-6 4 2x6 I I 1 1-10-6 3.00 12 5x6 = 3 Scale = 1:19.5 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2018/TP12014 CSI. TC 0.35 BC 0.18 WB 0.39 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) -0.00 3 n/a n/a PLATES GRIP MT20 169/123 Weight: 16 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud BOT CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud WEBS 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud REACTIONS. (Ib/size) 4=69/1-10-6 (min. 0-1-8), 3=69/1-10-6 (min. 0-1-8) Max Horz 4=13(LC 27) Max Uplift4=-732(LC 27), 3=-679(LC 28) Max Grav4=786(LC 32), 3=689(LC 31) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-4=-772/747, 1-2=-386/366 BOT CHORD 3-4=-391/364 WEBS 1-3=-779/831 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) zone; cantilever 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) 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. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=Ib) 4=732, 3=679. 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 total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 250.0 plf. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 3-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S16 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:07 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-MQ?C 1 yudVg2Y1 VYHI1 vvwJ_SQ4fYpu WjabOxAgyl Ib6 LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-58, 3-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=83, 3-4=-12 Horz: 1-2=-95 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=83, 3-4=-12 Horz: 1-2=-95 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 3-4=-20 Horz: 1-2=26 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 3-4=-20 Horz: 1-2=26 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=20, 3-4=-12 Horz: 1-2=-32 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 3-4=-12 Horz: 1-2=-21 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Horz: 1-2=1 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-18, 3-4=-20 Horz: 1-2=-10 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Horz: 1-2=-29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Horz: 1-2=-19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Horz: 1-2=1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Horz: 1-2=1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Horz: 1-2=1 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-50, 3-4=-20 Horz: 1-2=-8 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Horz: 1-2=1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Horz: 1-2=1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-12 Horz: 1-2=16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S16 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:07 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-MQ?C 1 yudVg2Y1 VYHI1 vvwJ_SQ4fYpu WjabOxAgyl Ib6 LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=4, 3-4=-12 Horz: 1-2=-16 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=145, 3-4=-12 Horz: 1-2=905 Drag: 3-4=-250 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=20, 3-4=-12 Horz: 1-2=-1095 Drag: 3-4=250 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=8, 3-4=-20 Horz: 1-2=1026 Drag: 3-4=-250 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-117, 3-4=-20 Horz: 1-2=-974 Drag: 3-4=250 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=83, 3-4=-12 Horz: 1-2=968 Drag: 3-4=-250 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-12 Horz: 1-2=-1032 Drag: 3-4=250 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=72, 3-4=-12 Horz: 1-2=979 Drag: 3-4=-250 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-53, 3-4=-12 Horz: 1-2=-1021 Drag: 3-4=250 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=34, 3-4=-20 Horz: 1-2=1001 Drag: 3-4=-250 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-91, 3-4=-20 Horz: 1-2=-999 Drag: 3-4=250 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=45, 3-4=-20 Horz: 1-2=990 Drag: 3-4=-250 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-80, 3-4=-20 Horz: 1-2=-1010 Drag: 3-4=250 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=80, 3-4=-12 Horz: 1-2=971 Drag: 3-4=-250 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-45, 3-4=-12 Horz: 1-2=-1029 Drag: 3-4=250 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S16 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:07 2021 Page 4 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-MQ?C 1 yudVg2Y1 VYHI1 vvwJ_SQ4fYpu WjabOxAgyl Ib6 LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=69, 3-4=-12 Horz: 1-2=981 Drag: 3-4=-250 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-56, 3-4=-12 Horz: 1-2=-1019 Drag: 3-4=250 39) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=34, 3-4=-20 Horz: 1-2=1001 Drag: 3-4=-250 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-91, 3-4=-20 Horz: 1-2=-999 Drag: 3-4=250 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=34, 3-4=-20 Horz: 1-2=1001 Drag: 3-4=-250 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-91, 3-4=-20 Horz: 1-2=-999 Drag: 3-4=250 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=34, 3-4=-20 Horz: 1-2=1000 Drag: 3-4=-250 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-90, 3-4=-20 Horz: 1-2=-1000 Drag: 3-4=250 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=46, 3-4=-12 Horz: 1-2=1000 Drag: 3-4=-250 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-79, 3-4=-12 Horz: 1-2=-1000 Drag: 3-4=250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S17 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:08 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-gcZaEl u FG8APff7U IkQ8TXWe2U?0YMgtpFlUiHyl I b5 1-8-14 1-8-14 3x6 4 2x6 I I 3.00 12 5x6 = 3 Scale = 1:16.9 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2018/TP12014 CSI. TC 0.30 BC 0.17 WB 0.33 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) -0.00 3 n/a n/a PLATES GRIP MT20 169/123 Weight: 13 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud BOT CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud WEBS 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud REACTIONS. (Ib/size) 4=64/1-8-14 (min. 0-1-8), 3=64/1-8-14 (min. 0-1-8) Max Horz 4=12(LC 27) Max Uplift4=-610(LC 27), 3=-557(LC 28) Max Grav4=658(LC 32), 3=568(LC 31) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-4=-647/628, 1-2=-355/337 BOT CHORD 3-4=-360/335 WEBS 1-3=-661/705 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 1-8-14 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) zone; cantilever 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) 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. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=Ib) 4=610, 3=557. 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 total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-8-14 for 250.0 plf. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 3-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S17 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:08 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-gcZaEl u FG8APff7U IkQ8TXWe2U?0YMgtpFlUiHyl I b5 LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-58, 3-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=83, 3-4=-12 Horz: 1-2=-95 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=83, 3-4=-12 Horz: 1-2=-95 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 3-4=-20 Horz: 1-2=26 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 3-4=-20 Horz: 1-2=26 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=20, 3-4=-12 Horz: 1-2=-32 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 3-4=-12 Horz: 1-2=-21 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Horz: 1-2=1 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-18, 3-4=-20 Horz: 1-2=-10 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Horz: 1-2=-29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Horz: 1-2=-19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Horz: 1-2=1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Horz: 1-2=1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Horz: 1-2=1 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-50, 3-4=-20 Horz: 1-2=-8 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Horz: 1-2=1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Horz: 1-2=1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-12 Horz: 1-2=16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S17 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:08 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-gcZaEl u FG8APff7U IkQ8TXWe2U?0YMgtpFlUiHyl I b5 LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=4, 3-4=-12 Horz: 1-2=-16 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=145, 3-4=-12 Horz: 1-2=905 Drag: 3-4=-250 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=20, 3-4=-12 Horz: 1-2=-1095 Drag: 3-4=250 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=8, 3-4=-20 Horz: 1-2=1026 Drag: 3-4=-250 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-117, 3-4=-20 Horz: 1-2=-974 Drag: 3-4=250 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=83, 3-4=-12 Horz: 1-2=968 Drag: 3-4=-250 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-12 Horz: 1-2=-1032 Drag: 3-4=250 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=72, 3-4=-12 Horz: 1-2=979 Drag: 3-4=-250 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-53, 3-4=-12 Horz: 1-2=-1021 Drag: 3-4=250 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=34, 3-4=-20 Horz: 1-2=1001 Drag: 3-4=-250 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-91, 3-4=-20 Horz: 1-2=-999 Drag: 3-4=250 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=45, 3-4=-20 Horz: 1-2=990 Drag: 3-4=-250 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-80, 3-4=-20 Horz: 1-2=-1010 Drag: 3-4=250 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=80, 3-4=-12 Horz: 1-2=971 Drag: 3-4=-250 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-45, 3-4=-12 Horz: 1-2=-1029 Drag: 3-4=250 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S17 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:08 2021 Page 4 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-gcZaEl u FG8APft7U IkQ8TXWe2U?0YMgtpFlUiHyl I b5 LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=69, 3-4=-12 Horz: 1-2=981 Drag: 3-4=-250 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-56, 3-4=-12 Horz: 1-2=-1019 Drag: 3-4=250 39) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=34, 3-4=-20 Horz: 1-2=1001 Drag: 3-4=-250 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-91, 3-4=-20 Horz: 1-2=-999 Drag: 3-4=250 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=34, 3-4=-20 Horz: 1-2=1001 Drag: 3-4=-250 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-91, 3-4=-20 Horz: 1-2=-999 Drag: 3-4=250 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=35, 3-4=-20 Horz: 1-2=1000 Drag: 3-4=-250 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-91, 3-4=-20 Horz: 1-2=-1000 Drag: 3-4=250 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=46, 3-4=-12 Horz: 1-2=1000 Drag: 3-4=-250 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-79, 3-4=-12 Horz: 1-2=-1000 Drag: 3-4=250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S18 BLOCKING SUPPORTED 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:10 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-m_h Lf_wVolQ7uyGsQ9ScYycv2Ign0CsAGZEbn9yl Ib3 1-7-6 1-7-6 4x5 = 1 2 T I 1 5n W1 2I [ Bi' Y E jC11.11.7 .X.X. CJ4 4 3 2x6 11 5x6 = 1-7-6 1-7-6 11 Scale = 1:26.8 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2018/TP12014 CSI. TC 0.58 BC 0.15 WB 0.61 Matrix-P DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) n/a - n/a - 0.00 3 I/defl n/a n/a n/a L/d 999 999 n/a PLATES GRIP MT20 169/123 Weight: 21 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud BOT CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud WEBS 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud REACTIONS. (Ib/size) 4=58/1-7-6 (min. 0-1-8), 3=58/1-7-6 (min. 0-1-8) Max Uplift4=-1124(LC 27), 3=-1124(LC 28) Max Grav4=1147(LC 32), 3=1147(LC 31) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-4=-1143/1173, 1-2=-298/298 BOT CHORD 3-4=-298/298 WEBS 1-3=-1163/1163 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 1-7-6 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=Ib) 4=1124, 3=1124. 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 total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-7-6 for 250.0 plf. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 3-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S18 BLOCKING SUPPORTED 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:10 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-m_h Lf_wVolQ7uyGsQ9ScYycv2Ign0CsAGZEbn9yl Ib3 LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-58, 3-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-12 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 3-4=-12 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=250, 3-4=-250 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=-250, 3-4=250 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=250, 3-4=-250 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S18 BLOCKING SUPPORTED 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:10 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-m_h Lf_wVolQ7uyGsQ9ScYycv2Ign0CsAGZEbn9yl Ib3 LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=-250, 3-4=250 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=250, 3-4=-250 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=-250, 3-4=250 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=250, 3-4=-250 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=-250, 3-4=250 39) Dead + 0.6 MWFRS Wind (Neg. Internal) lst Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=250, 3-4=-250 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=-250, 3-4=250 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S18 BLOCKING SUPPORTED 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:10 2021 Page 4 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-m_h Lf_wVolQ7uyGsQ9ScYycv2Ign0CsAGZEbn9yl Ib3 LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=250, 3-4=-250 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=-250, 3-4=250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S19 BLOCKING SUPPORTED 9 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:11 2021 Page 1 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-EBFjtKx7Z3YzW6r2_tzr5985Wh2dIgDJVD_8Jcyl Ib2 1-10-6 1-10-6 4x5 = 2 T1 ri W 2 2x4 1 B1 4 3x10 II 3 7x8 = Special 1-10-6 1-10-6 Scale = 1:26.7 Plate Offsets (X,Y)-- [3:Edge,0-4-12] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2018/TP12014 CSI. TC 0.54 BC 0.04 WB 0.54 Matrix-P DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) n/a - n/a - 0.00 3 I/defl n/a n/a n/a L/d 999 999 n/a PLATES GRIP MT20 169/123 Weight: 24 Ib FT = 20% LUMBER - TOP CHORD 2x6 DF No.2 G BOT CHORD 2x6 DF No.2 G WEBS 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud REACTIONS. (Ib/size) 4=69/1-10-6 (min. 0-1-8), 3=386/1-10-6 (min. 0-1-8) Max Uplift4=-1082(LC 27), 3=-1138(LC 28) Max Grav4=1109(LC 32), 3=1232(LC 43) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-4=-1104/1140, 1-2=-354/354 BOT CHORD 3-4=-354/354 WEBS 1-3=-1140/1140 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) except (jt=lb) 4=1082 3=1138. 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 total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 250.0 plf. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 317 Ib down and 60 Ib up at 1-8-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S19 BLOCKING SUPPORTED 9 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:11 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-EBFjtKx7Z3YzW6r2_tzr5985Wh2dIgDJVD_8Jcyl Ib2 LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 3-4=-20 Concentrated Loads (Ib) Vert: 3=-317(B) 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 3-4=-20 Concentrated Loads (Ib) Vert: 3=-269(B) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-40 Concentrated Loads (Ib) Vert: 3=-169(B) 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Concentrated Loads (Ib) Vert: 3=56(B) 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Concentrated Loads (Ib) Vert: 3=56(B) 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Concentrated Loads (Ib) Vert: 3=60(B) 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Concentrated Loads (Ib) Vert: 3=60(B) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Concentrated Loads (Ib) Vert: 3=56(B) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Concentrated Loads (Ib) Vert: 3=56(B) 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Concentrated Loads (Ib) Vert: 3=60(B) 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Concentrated Loads (Ib) Vert: 3=60(B) 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Concentrated Loads (Ib) Vert: 3=56(B) 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Concentrated Loads (Ib) Vert: 3=56(B) 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Concentrated Loads (Ib) Vert: 3=60(B) 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Concentrated Loads (Ib) Vert: 3=60(B) 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S19 BLOCKING SUPPORTED 9 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:11 2021 Page 3 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-EBFjtKx7Z3YzW6r2_tzr5985Wh2dIgDJVD_8Jcyl Ib2 LOAD CASE(S) Concentrated Loads (Ib) Vert: 3=-124(B) 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Concentrated Loads (Ib) Vert: 3=30(B) 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Concentrated Loads (Ib) Vert: 3=30(B) 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Concentrated Loads (Ib) Vert: 3=30(B) 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Concentrated Loads (Ib) Vert: 3=30(B) 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-12 Concentrated Loads (Ib) Vert: 3=41(B) 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 3-4=-12 Concentrated Loads (Ib) Vert: 3=41(B) 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=250, 3-4=-250 Concentrated Loads (Ib) Vert: 3=56(B) 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=-250, 3-4=250 Concentrated Loads (Ib) Vert: 3=56(B) 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=250, 3-4=-250 Concentrated Loads (Ib) Vert: 3=60(B) 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=-250, 3-4=250 Concentrated Loads (Ib) Vert: 3=60(B) 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 Concentrated Loads (Ib) Vert: 3=56(B) 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 Concentrated Loads (Ib) Vert: 3=56(B) 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 Concentrated Loads (Ib) Vert: 3=56(B) 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S19 BLOCKING SUPPORTED 9 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:12 2021 Page 4 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-iNo54gxIKNgg8GQFXaV4d NhGG5OsU7TSktj ir2yl Ib1 LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 Concentrated Loads (Ib) Vert: 3=56(B) 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 Concentrated Loads (Ib) Vert: 3=60(B) 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 Concentrated Loads (Ib) Vert: 3=60(B) 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 Concentrated Loads (Ib) Vert: 3=60(B) 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 Concentrated Loads (Ib) Vert: 3=60(B) 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=250, 3-4=-250 Concentrated Loads (Ib) Vert: 3=56(B) 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=-250, 3-4=250 Concentrated Loads (Ib) Vert: 3=56(B) 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=250, 3-4=-250 Concentrated Loads (Ib) Vert: 3=56(B) 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=-250, 3-4=250 Concentrated Loads (Ib) Vert: 3=56(B) 39) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 Concentrated Loads (Ib) Vert: 3=60(B) 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 Concentrated Loads (Ib) Vert: 3=60(B) 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 Concentrated Loads (Ib) Vert: 3=60(B) 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 Concentrated Loads (Ib) Vert: 3=60(B) Continued on page 5 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S19 BLOCKING SUPPORTED 9 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:12 2021 Page 5 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-iNo54gxIKNgg8GQFXaV4d NhGG5OsU7TSktj ir2yl Ib1 LOAD CASE(S) 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=250, 3-4=-250 Concentrated Loads (Ib) Vert: 3=-124(B) 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=-250, 3-4=250 Concentrated Loads (Ib) Vert: 3=-124(B) 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=250, 3-4=-250 Concentrated Loads (Ib) Vert: 3=-74(B) 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=-250, 3-4=250 Concentrated Loads (Ib) Vert: 3=-74(B) 47) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Concentrated Loads (Ib) Vert: 3=-152(B) 48) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Concentrated Loads (Ib) Vert: 3=-152(B) 49) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Concentrated Loads (Ib) Vert: 3=-148(B) 50) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Concentrated Loads (Ib) Vert: 3=-148(B) 51) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Concentrated Loads (Ib) Vert: 3=-152(B) 52) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Concentrated Loads (Ib) Vert: 3=-152(B) 53) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Concentrated Loads (Ib) Vert: 3=-148(B) 54) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Concentrated Loads (Ib) Vert: 3=-148(B) 55) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Concentrated Loads (Ib) Vert: 3=-152(B) 56) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Concentrated Loads (Ib) Vert: 3=-152(B) 57) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Continued on page 6 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S19 BLOCKING SUPPORTED 9 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:12 2021 Page 6 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-iNo54gxIKNgg8GQFXaV4d NhGG5OsU7TSktj ir2yl Ib1 LOAD CASE(S) Concentrated Loads (Ib) Vert: 3=-148(B) 58) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Concentrated Loads (Ib) Vert: 3=-148(B) 59) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Concentrated Loads (Ib) Vert: 3=-206(B) 60) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Concentrated Loads (Ib) Vert: 3=-206(B) 61) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Concentrated Loads (Ib) Vert: 3=-206(B) 62) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Concentrated Loads (Ib) Vert: 3=-206(B) 63) Reversal: Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-12 Concentrated Loads (Ib) Vert: 3=-137(B) 64) Reversal: Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 3-4=-12 Concentrated Loads (Ib) Vert: 3=-137(B) Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S20 BLOCKING SUPPORTED 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:13 2021 Page 1 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-AZMTI0yN5gohIQ?R5H0JAaER2Vk8DanczXTFOUyI Ib0 1-8-14 1-8-14 4x5 = 1 Ti 2 2x4 II 2 B 1 1 1 ,;K,iKJC7CJCJCJCJ(I 4 3x10 II 3 7x8 = Special 1-8-14 1-8-14 Scale = 1:26.8 Plate Offsets (X,Y)-- [3:Edge,0-4-12] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2018/TP12014 CSI. TC 0.54 BC 0.04 WB 0.53 Matrix-P DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) n/a - n/a - 0.00 3 I/defl n/a n/a n/a L/d 999 999 n/a PLATES GRIP MT20 169/123 Weight: 23 Ib FT = 20% LUMBER - TOP CHORD 2x6 DF No.2 G BOT CHORD 2x6 DF No.2 G WEBS 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud REACTIONS. (Ib/size) 4=64/1-8-14 (min. 0-1-8), 3=431/1-8-14 (min. 0-1-8) Max Uplift4=-1081(LC 27), 3=-1136(LC 28) Max Grav4=1106(LC 32), 3=1282(LC 43) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-4=-1101/1135, 1-2=-326/326 BOT CHORD 3-4=-326/326 WEBS 1-3=-1130/1130 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 1-8-14 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) except (jt=lb) 4=1081 3=1136. 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 total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-8-14 for 250.0 plf. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 368 Ib down and 59 Ib up at 1-7-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S20 BLOCKING SUPPORTED 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:13 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-AZMTIOyN5gohIQ?R5H0JAaER2Vk8DanczXTFOUyI Ib0 LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 3-4=-20 Concentrated Loads (Ib) Vert: 3=-368(B) 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 3-4=-20 Concentrated Loads (Ib) Vert: 3=-320(B) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-40 Concentrated Loads (Ib) Vert: 3=-248(B) 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Concentrated Loads (Ib) Vert: 3=55(B) 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Concentrated Loads (Ib) Vert: 3=55(B) 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Concentrated Loads (Ib) Vert: 3=59(B) 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Concentrated Loads (Ib) Vert: 3=59(B) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Concentrated Loads (Ib) Vert: 3=55(B) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Concentrated Loads (Ib) Vert: 3=55(B) 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Concentrated Loads (Ib) Vert: 3=59(B) 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Concentrated Loads (Ib) Vert: 3=59(B) 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Concentrated Loads (Ib) Vert: 3=55(B) 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Concentrated Loads (Ib) Vert: 3=55(B) 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Concentrated Loads (Ib) Vert: 3=59(B) 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Concentrated Loads (Ib) Vert: 3=59(B) 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S20 BLOCKING SUPPORTED 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:13 2021 Page 3 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-AZMTI0yN5gohIQ?R5H0JAaER2Vk8DanczXTFOUyI Ib0 LOAD CASE(S) Concentrated Loads (Ib) Vert: 3=-177(B) 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Concentrated Loads (Ib) Vert: 3=23(B) 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Concentrated Loads (Ib) Vert: 3=23(B) 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Concentrated Loads (Ib) Vert: 3=23(B) 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Concentrated Loads (Ib) Vert: 3=23(B) 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-12 Concentrated Loads (Ib) Vert: 3=35(B) 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 3-4=-12 Concentrated Loads (Ib) Vert: 3=35(B) 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=250, 3-4=-250 Concentrated Loads (Ib) Vert: 3=55(B) 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=-250, 3-4=250 Concentrated Loads (Ib) Vert: 3=55(B) 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=250, 3-4=-250 Concentrated Loads (Ib) Vert: 3=59(B) 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=-250, 3-4=250 Concentrated Loads (Ib) Vert: 3=59(B) 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 Concentrated Loads (Ib) Vert: 3=55(B) 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 Concentrated Loads (Ib) Vert: 3=55(B) 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 Concentrated Loads (Ib) Vert: 3=55(B) 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S20 BLOCKING SUPPORTED 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:13 2021 Page 4 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-AZMTI0yN5gohIQ?R5H0JAaER2Vk8DanczXTFOUyI Ib0 LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 Concentrated Loads (Ib) Vert: 3=55(B) 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 Concentrated Loads (Ib) Vert: 3=59(B) 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 Concentrated Loads (Ib) Vert: 3=59(B) 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 Concentrated Loads (Ib) Vert: 3=59(B) 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 Concentrated Loads (Ib) Vert: 3=59(B) 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=250, 3-4=-250 Concentrated Loads (Ib) Vert: 3=55(B) 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=-250, 3-4=250 Concentrated Loads (Ib) Vert: 3=55(B) 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=250, 3-4=-250 Concentrated Loads (Ib) Vert: 3=55(B) 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=-250, 3-4=250 Concentrated Loads (Ib) Vert: 3=55(B) 39) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 Concentrated Loads (Ib) Vert: 3=59(B) 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 Concentrated Loads (Ib) Vert: 3=59(B) 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 Concentrated Loads (Ib) Vert: 3=59(B) 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 Concentrated Loads (Ib) Vert: 3=59(B) Continued on page 5 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S20 BLOCKING SUPPORTED 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:13 2021 Page 5 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-AZMTIOyN5gohIQ?R5H0JAaER2Vk8DanczXTFOUyI Ib0 LOAD CASE(S) 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=250, 3-4=-250 Concentrated Loads (Ib) Vert: 3=-177(B) 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=-250, 3-4=250 Concentrated Loads (Ib) Vert: 3=-177(B) 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=250, 3-4=-250 Concentrated Loads (Ib) Vert: 3=-106(B) 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=-250, 3-4=250 Concentrated Loads (Ib) Vert: 3=-106(B) 47) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Concentrated Loads (Ib) Vert: 3=-196(B) 48) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Concentrated Loads (Ib) Vert: 3=-196(B) 49) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Concentrated Loads (Ib) Vert: 3=-192(B) 50) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Concentrated Loads (Ib) Vert: 3=-192(B) 51) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Concentrated Loads (Ib) Vert: 3=-196(B) 52) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Concentrated Loads (Ib) Vert: 3=-196(B) 53) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Concentrated Loads (Ib) Vert: 3=-192(B) 54) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Concentrated Loads (Ib) Vert: 3=-192(B) 55) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Concentrated Loads (Ib) Vert: 3=-196(B) 56) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Concentrated Loads (Ib) Vert: 3=-196(B) 57) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Continued on page 6 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S20 BLOCKING SUPPORTED 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:13 2021 Page 6 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-AZMTIOyN5gohIQ?R5H0JAaER2Vk8DanczXTFOUyI Ib0 LOAD CASE(S) Concentrated Loads (Ib) Vert: 3=-192(B) 58) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Concentrated Loads (Ib) Vert: 3=-192(B) 59) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Concentrated Loads (Ib) Vert: 3=-273(B) 60) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Concentrated Loads (Ib) Vert: 3=-273(B) 61) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Concentrated Loads (Ib) Vert: 3=-273(B) 62) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Concentrated Loads (Ib) Vert: 3=-273(B) 63) Reversal: Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-12 Concentrated Loads (Ib) Vert: 3=-176(B) 64) Reversal: Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 3-4=-12 Concentrated Loads (Ib) Vert: 3=-176(B) Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S21 BLOCKING SUPPORTED 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:15 2021 Page 1 ID 2ar?8W2eFUCWR?TpXo8wrzylz6Y-7yUEih_ec12P?j9gDi2nF?JndJQIhUQvQgyMSNyllb_ 1 1-5-6 1-5-6 1 4x5 = . EOM 4 3 3x10 11 7x8= Special 1-5-6 I 1-5-6 I Scale = 1:26.8 Plate Offsets (X,Y)-- [3:Edge,0-4-12] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2018/TP12014 CSI. TC 0.53 BC 0.03 WB 0.52 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 3 n/a n/a PLATES GRIP MT20 169/123 Weight: 22 Ib FT = 20% LUMBER - TOP CHORD 2x6 DF No.2 G BOT CHORD 2x6 DF No.2 G WEBS 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud REACTIONS. (Ib/size) 4=51/1-5-6 (min. 0-1-8), 3=-48/1-5-6 (min. 0-1-8) Max Uplift4=-1079(LC 27), 3=-1263(LC 28) Max Grav4=1099(LC 32), 3=1027(LC 45) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-4=-1095/1122, 1-2=-260/260 BOT CHORD 3-4=-260/260 WEBS 1-3=-1109/1109 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 1-5-6 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) except (jt=lb) 4=1079 3=1263. 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 total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-5-6 for 250.0 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 109 Ib down and 378 Ib up at 1-3-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 15) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S21 BLOCKING SUPPORTED 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:15 2021 Page 2 ID 2ar?8W2eFUCWR?TpXo8wrzylz6Y-7yUEih_ecI2P?j9gDi2nF?JndJQIhUQvQgyMSNyllb_ LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 3-4=-20 Concentrated Loads (Ib) Vert: 3=99(B) 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 3-4=-20 Concentrated Loads (Ib) Vert: 3=99(B) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-40 Concentrated Loads (Ib) Vert: 3=99(B) 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Concentrated Loads (Ib) Vert: 3=184(B) 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Concentrated Loads (Ib) Vert: 3=184(B) 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Concentrated Loads (Ib) Vert: 3=188(B) 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Concentrated Loads (Ib) Vert: 3=188(B) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Concentrated Loads (Ib) Vert: 3=184(B) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Concentrated Loads (Ib) Vert: 3=184(B) 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Concentrated Loads (Ib) Vert: 3=188(B) 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Concentrated Loads (Ib) Vert: 3=188(B) 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Concentrated Loads (Ib) Vert: 3=184(B) 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Concentrated Loads (Ib) Vert: 3=184(B) 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Concentrated Loads (Ib) Vert: 3=188(B) 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Concentrated Loads (Ib) Vert: 3=188(B) 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S21 BLOCKING SUPPORTED 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:15 2021 Page 3 ID 2ar?8W2eFUCWR?TpXo8wrzylz6Y-7yUEih_ecI2P?j9gDi2nF?JndJQIhUQvQgyMSNyllb_ LOAD CASE(S) Concentrated Loads (Ib) Vert: 3=99(B) 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Concentrated Loads (Ib) Vert: 3=207(B) 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Concentrated Loads (Ib) Vert: 3=207(B) 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Concentrated Loads (Ib) Vert: 3=207(B) 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Concentrated Loads (Ib) Vert: 3=207(B) 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-12 Concentrated Loads (Ib) Vert: 3=174(B) 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 3-4=-12 Concentrated Loads (Ib) Vert: 3=174(B) 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=250, 3-4=-250 Concentrated Loads (Ib) Vert: 3=184(B) 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=-250, 3-4=250 Concentrated Loads (Ib) Vert: 3=184(B) 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=250, 3-4=-250 Concentrated Loads (Ib) Vert: 3=188(B) 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=-250, 3-4=250 Concentrated Loads (Ib) Vert: 3=188(B) 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 Concentrated Loads (Ib) Vert: 3=184(B) 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 Concentrated Loads (Ib) Vert: 3=184(B) 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 Concentrated Loads (Ib) Vert: 3=184(B) 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S21 BLOCKING SUPPORTED 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:15 2021 Page 4 ID 2ar?8W2eFUCWR?TpXo8wrzylz6Y-7yUEih_ecI2P?j9gDi2nF?JndJQIhUQvQgyMSNyllb_ LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 Concentrated Loads (Ib) Vert: 3=184(B) 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 Concentrated Loads (Ib) Vert: 3=188(B) 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 Concentrated Loads (Ib) Vert: 3=188(B) 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 Concentrated Loads (Ib) Vert: 3=188(B) 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 Concentrated Loads (Ib) Vert: 3=188(B) 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=250, 3-4=-250 Concentrated Loads (Ib) Vert: 3=184(B) 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=-250, 3-4=250 Concentrated Loads (Ib) Vert: 3=184(B) 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=250, 3-4=-250 Concentrated Loads (Ib) Vert: 3=184(B) 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=-250, 3-4=250 Concentrated Loads (Ib) Vert: 3=184(B) 39) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 Concentrated Loads (Ib) Vert: 3=188(B) 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 Concentrated Loads (Ib) Vert: 3=188(B) 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 Concentrated Loads (Ib) Vert: 3=188(B) 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 Concentrated Loads (Ib) Vert: 3=188(B) Continued on page 5 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S21 BLOCKING SUPPORTED 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:15 2021 Page 5 ID 2ar?8W2eFUCWR?TpXo8wrzylz6Y-7yUEih_ecI2P?j9gDi2nF?JndJQIhUQvQgyMSNyllb_ LOAD CASE(S) 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=250, 3-4=-250 Concentrated Loads (Ib) Vert: 3=99(B) 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=-250, 3-4=250 Concentrated Loads (Ib) Vert: 3=99(B) 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=250, 3-4=-250 Concentrated Loads (Ib) Vert: 3=60(B) 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=-250, 3-4=250 Concentrated Loads (Ib) Vert: 3=60(B) 47) Reversal: Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 3-4=-20 Concentrated Loads (Ib) Vert: 3=378(B) 48) Reversal: Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 3-4=-20 Concentrated Loads (Ib) Vert: 3=308(B) 49) Reversal: Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Concentrated Loads (Ib) Vert: 3=99(B) 50) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Concentrated Loads (Ib) Vert: 3=-109(B) 51) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Concentrated Loads (Ib) Vert: 3=-109(B) 52) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Concentrated Loads (Ib) Vert: 3=-105(B) 53) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Concentrated Loads (Ib) Vert: 3=-105(B) 54) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Concentrated Loads (Ib) Vert: 3=-109(B) 55) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Concentrated Loads (Ib) Vert: 3=-109(B) 56) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Concentrated Loads (Ib) Vert: 3=-105(B) 57) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Continued on page 6 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S21 BLOCKING SUPPORTED 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:15 2021 Page 6 ID 2ar?8W2eFUCWR?TpXo8wrzylz6Y-7yUEih_ecI2P?j9gDi2nF?JndJQIhUQvQgyMSNyllb_ LOAD CASE(S) Concentrated Loads (Ib) Vert: 3=-105(B) 58) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Concentrated Loads (Ib) Vert: 3=-109(B) 59) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Concentrated Loads (Ib) Vert: 3=-109(B) 60) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Concentrated Loads (Ib) Vert: 3=-105(B) 61) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Concentrated Loads (Ib) Vert: 3=-105(B) 62) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Concentrated Loads (Ib) Vert: 3=-65(B) 63) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Concentrated Loads (Ib) Vert: 3=-65(B) 64) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Concentrated Loads (Ib) Vert: 3=-65(B) 65) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Concentrated Loads (Ib) Vert: 3=-65(B) 66) Reversal: Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-12 Concentrated Loads (Ib) Vert: 3=-99(B) 67) Reversal: Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 3-4=-12 Concentrated Loads (Ib) Vert: 3=-99(B) Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S22 BLOCKING GIRDER 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:17 2021 Page 1 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-3Lc_7N?u8vJ7E 1 JCK74FKQO9v6359QJCt8RTWFyI lay 1-10-6 1-10-6 4x5 = T1 2x4 W1 a 2 W1 B1 4 5 3 3x10 II 7x8 = Special 1-10-6 1-10-6 2 I I Scale = 1:26.7 Plate Offsets (X,Y)-- [3:0-3-8,0-4-12] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2018/TP12014 CSI. TC 0.42 BC 0.17 WB 0.44 Matrix-P DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) n/a - n/a - 0.00 3 I/defl n/a n/a n/a L/d 999 999 n/a PLATES GRIP MT20 220/195 Weight: 24 Ib FT = 20% LUMBER - TOP CHORD 2x6 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 REACTIONS. (Ib/size) 4=230/1-10-6 (min. 0-1-8), 3=474/1-10-6 (min. 0-1-8) Max Uplift4=-1094(LC 18), 3=-1113(LC 19) Max Grav4=1194(LC 35), 3=1324(LC 34) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-4=-1093/1091, 1-2=-353/353 BOT CHORD 4-5=-281/281, 3-5=-353/353 WEBS 1-3=-1140/1140 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever 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) 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) except (jt=lb) 4=1094 , 3=1113. 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 total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 250.0 plf. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 566 Ib down and 50 Ib up at 1-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S22 BLOCKING GIRDER 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:17 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-3Lc_7N?u8vJ7E 1 JCK74FKQO9v6359QJCt8RTWFyI lay LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-68, 3-4=-20 Concentrated Loads (Ib) Vert: 5=-566(B) 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 3-4=-20 Concentrated Loads (Ib) Vert: 5=-500(B) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-40 Concentrated Loads (Ib) Vert: 5=-419(B) 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Concentrated Loads (Ib) Vert: 5=44(B) 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Concentrated Loads (Ib) Vert: 5=44(B) 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Concentrated Loads (Ib) Vert: 5=50(B) 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Concentrated Loads (Ib) Vert: 5=50(B) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Concentrated Loads (Ib) Vert: 5=44(B) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Concentrated Loads (Ib) Vert: 5=44(B) 10) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Concentrated Loads (Ib) Vert: 5=50(B) 11) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Concentrated Loads (Ib) Vert: 5=50(B) 12) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Concentrated Loads (Ib) Vert: 5=-302(B) 13) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Concentrated Loads (Ib) Vert: 5=1(B) 14) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Concentrated Loads (Ib) Vert: 5=1(B) 15) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Concentrated Loads (Ib) Vert: 5=1(B) 16) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S22 BLOCKING GIRDER 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:17 2021 Page 3 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-3Lc_7N?u8vJ7E 1 JCK74FKQO9v6359QJCt8RTWFyI lay LOAD CASE(S) Concentrated Loads (Ib) Vert: 5=1(B) 17) Dead + 0.6 MWFRS Wind Min. Left: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-12, 3-4=-12 Concentrated Loads (Ib) Vert: 5=-308(B) 18) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 Concentrated Loads (Ib) Vert: 5=44(B) 19) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 Concentrated Loads (Ib) Vert: 5=44(B) 20) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 Concentrated Loads (Ib) Vert: 5=44(B) 21) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 Concentrated Loads (Ib) Vert: 5=44(B) 22) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 Concentrated Loads (Ib) Vert: 5=50(B) 23) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 Concentrated Loads (Ib) Vert: 5=50(B) 24) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 Concentrated Loads (Ib) Vert: 5=50(B) 25) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 Concentrated Loads (Ib) Vert: 5=50(B) 26) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=250, 3-4=-250 Concentrated Loads (Ib) Vert: 5=44(B) 27) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=-250, 3-4=250 Concentrated Loads (Ib) Vert: 5=44(B) 28) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=250, 3-4=-250 Concentrated Loads (Ib) Vert: 5=44(B) 29) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=-250, 3-4=250 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S22 BLOCKING GIRDER 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:17 2021 Page 4 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-3Lc_7N?u8vJ7E 1 JCK74FKQO9v6359QJCt8RTWFyI lay LOAD CASE(S) Concentrated Loads (Ib) Vert: 5=44(B) 30) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 Concentrated Loads (Ib) Vert: 5=50(B) 31) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 Concentrated Loads (Ib) Vert: 5=50(B) 32) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 Concentrated Loads (Ib) Vert: 5=50(B) 33) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 Concentrated Loads (Ib) Vert: 5=50(B) 34) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=250, 3-4=-250 Concentrated Loads (Ib) Vert: 5=-302(B) 35) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=-250, 3-4=250 Concentrated Loads (Ib) Vert: 5=-302(B) 36) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=250, 3-4=-250 Concentrated Loads (Ib) Vert: 5=-181(B) 37) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=-250, 3-4=250 Concentrated Loads (Ib) Vert: 5=-181(B) 38) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Concentrated Loads (Ib) Vert: 5=-321(B) 39) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Concentrated Loads (Ib) Vert: 5=-321(B) 40) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Concentrated Loads (Ib) Vert: 5=-315(B) 41) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Concentrated Loads (Ib) Vert: 5=-315(B) 42) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Concentrated Loads (Ib) Vert: 5=-321(B) 43) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Continued on page 5 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S22 BLOCKING GIRDER 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:17 2021 Page 5 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-3Lc_7N?u8vJ7E 1 JCK74FKQO9v6359QJCt8RTWFyI lay LOAD CASE(S) Concentrated Loads (Ib) Vert: 5=-321(B) 44) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Concentrated Loads (Ib) Vert: 5=-315(B) 45) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Concentrated Loads (Ib) Vert: 5=-315(B) 46) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Concentrated Loads (Ib) Vert: 5=-460(B) 47) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Concentrated Loads (Ib) Vert: 5=-460(B) 48) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Concentrated Loads (Ib) Vert: 5=-460(B) 49) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Concentrated Loads (Ib) Vert: 5=-460(B) Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S23 BLOCKING SUPPORTED 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:19 2021 Page 1 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-?j kkY318g WZrTLSbSY7jPrUXjwIRd LwULSwaa8yl law 1-10-6 1-10-6 1 .,n4 II Scale = 1:14.2 T1 2 3,4 = W1 W2 W1 4 5x6 = B1 1-10-6 3 2x6 II 1-10-6 Plate Offsets (X,Y)-- [2:0-1-12,0-1-8], [4:0-3-0,0-3-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2018/TP12014 CSI. TC 0.27 BC 0.18 WB 0.30 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) -0.00 3 n/a n/a PLATES GRIP MT20 169/123 Weight: 13 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud BOT CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud WEBS 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud REACTIONS. (Ib/size) 4=69/1-10-6 (min. 0-1-8), 3=69/1-10-6 (min. 0-1-8) Max Uplift4=-510(LC 27), 3=-510(LC 28) Max Grav4=537(LC 32), 3=537(LC 31) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-354/354, 2-3=-532/568 BOT CHORD 3-4=-354/354 WEBS 2-4=-635/635 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=Ib) 4=510, 3=510. 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 total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 250.0 plf. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 3-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S23 BLOCKING SUPPORTED 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:19 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-?j kkY318g WZrTLSbSY7jPrUXjwIRd LwULSwaa8yl law LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-58, 3-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-12 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 3-4=-12 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=250, 3-4=-250 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=-250, 3-4=250 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=250, 3-4=-250 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S23 BLOCKING SUPPORTED 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:19 2021 Page 3 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-?j kkY318g WZrTLSbSY7jPrUXjwIRd LwULSwaa8yl law LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=-250, 3-4=250 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=250, 3-4=-250 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=-250, 3-4=250 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=250, 3-4=-250 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=-250, 3-4=250 39) Dead + 0.6 MWFRS Wind (Neg. Internal) lst Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=250, 3-4=-250 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=-250, 3-4=250 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S23 BLOCKING SUPPORTED 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:19 2021 Page 4 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-?j kkY318g WZrTLSbSY7jPrUXjwIRd LwULSwaa8yl law LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=250, 3-4=-250 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=-250, 3-4=250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S24 BLOCKING 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:20 2021 Page 1 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-TwH7mP2mRghi5V1 n?Geyy30jgK5wMoAea6f76ayllav 1-10-6 3x4 = 1-10-6 2 Ti 1.5x4 W1 W2 W1 4 2x6 11 B1 1-10-6 5x6 = 3 1-10-6 1 Scale = 1:14.2 Plate Offsets (X,Y)-- [1:0-1-12,0-1-8], [3:0-3-0,0-3-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CSI. TC 0.24 BC 0.16 WB 0.30 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 3 n/a n/a PLATES GRIP MT20 169/123 Weight: 13 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud BOT CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud WEBS 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud REACTIONS. (Ib/size) 4=69/1-10-6 (min. 0-1-8), 3=69/1-10-6 (min. 0-1-8) Max Uplift4=-510(LC 27), 3=-510(LC 28) Max Grav4=537(LC 32), 3=537(LC 31) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-4=-532/568, 1-2=-354/354 BOT CHORD 3-4=-354/354 WEBS 1-3=-635/635 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=Ib) 4=510, 3=510. 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 total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 250.0 plf. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 3-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 3-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-40 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S24 BLOCKING 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:20 2021 Page 2 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-TwH7mP2mRghi5V1 n?Geyy30jgK5wMoAea6f76ayllav LOAD CASE(S) 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-12 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 3-4=-12 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=250, 3-4=-250 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=-250, 3-4=250 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=250, 3-4=-250 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=-250, 3-4=250 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S24 BLOCKING 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:20 2021 Page 3 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-TwH7mP2mRghi5V1 n?Geyy30jgK5wMoAea6f76ayllav LOAD CASE(S) 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=250, 3-4=-250 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=-250, 3-4=250 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=250, 3-4=-250 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=-250, 3-4=250 39) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=250, 3-4=-250 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=-250, 3-4=250 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=250, 3-4=-250 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=-250, 3-4=250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S25 BLOCKING SUPPORTED 6 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:22 2021 Page 1 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-PIPtA531zRxQKoBA7ggQ1 U6_G7nOgfQx1Q8EBTyllat 1 1-10-6 .5,k4 II Ti 2 4x5 = W1 W W1 B1 4 5x6 = 1 3 1-10-6 2x6 II 1-10-6 1 Scale = 1:24.4 Plate Offsets (X,Y)-- [4:0-3-0,0-3-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CSI. TC 0.50 BC 0.16 WB 0.51 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) -0.00 3 n/a n/a PLATES GRIP MT20 169/123 Weight: 20 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud BOT CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud WEBS 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud REACTIONS. (Ib/size) 4=69/1-10-6 (min. 0-1-8), 3=69/1-10-6 (min. 0-1-8) Max Uplift4=-1010(LC 27), 3=-1010(LC 28) Max Grav4=1037(LC 32), 3=1037(LC 31) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-354/354, 2-3=-1032/1068 BOT CHORD 3-4=-354/354 WEBS 2-4=-1073/1073 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=Ib) 4=1010, 3=1010. 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 total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 250.0 plf. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 3-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S25 BLOCKING SUPPORTED 6 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:22 2021 Page 2 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-PIPtA531zRxQKoBA7ggQ1 U6_G7nOgfQx1Q8EBTyllat LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-58, 3-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-12 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 3-4=-12 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=250, 3-4=-250 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=-250, 3-4=250 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=250, 3-4=-250 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S25 BLOCKING SUPPORTED 6 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:22 2021 Page 3 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-PIPtA531zRxQKoBA7ggQ1 U6_G7nOgfQx1Q8EBTyllat LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=-250, 3-4=250 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=250, 3-4=-250 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=-250, 3-4=250 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=250, 3-4=-250 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=-250, 3-4=250 39) Dead + 0.6 MWFRS Wind (Neg. Internal) lst Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=250, 3-4=-250 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=-250, 3-4=250 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S25 BLOCKING SUPPORTED 6 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:22 2021 Page 4 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-PI PtA531zRxQKoBA7ggQ1U6_G7nOgfQx1Q8EBTyllat LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=250, 3-4=-250 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=-250, 3-4=250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S26 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:23 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-uVzFOQ4fkl3GyymMhOBfahe9AX7SZ6z4G4unjvyl las 1-4-6 1-4-6 Scale = 1:24.5 4 5x6 = 1-4-6 3 2x6 II 1-4-6 Plate Offsets (X,Y)-- [4:0-3-0,0-3-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.49 BC 0.11 WB 0.49 Matrix-P DEFL. Vert(LL) Vert(CT) n/a Horz(CT) -0.00 in (loc) I/defl n/a - n/a n/a 3 n/a L/d 999 999 n/a PLATES GRIP MT20 169/123 Weight: 19 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud BOT CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud WEBS 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud REACTIONS. (Ib/size) 4=47/1-4-6 (min. 0-1-8), 3=47/1-4-6 (min. 0-1-8) Max Uplift4=-1006(LC 27), 3=-1006(LC 28) Max Grav4=1025(LC 32), 3=1025(LC 31) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1021/1046 WEBS 2-4=-1034/1034 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 1-4-6 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=Ib) 4=1006, 3=1006. 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 total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-4-6 for 250.0 plf. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 3-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 3-4=-20 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S26 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:23 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-uVzFOQ4fkI3GyymMhOBfahe9AX7SZ6z4G4unjvyl las LOAD CASE(S) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-12 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 3-4=-12 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=250, 3-4=-250 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=-250, 3-4=250 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=250, 3-4=-250 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=-250, 3-4=250 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S26 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:24 2021 Page 3 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-MhXd bm5HV3B7a6LYE5i u6vBKwxTh IZDDU kdKGLyI la LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=250, 3-4=-250 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=-250, 3-4=250 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=250, 3-4=-250 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=-250, 3-4=250 39) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=250, 3-4=-250 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=-250, 3-4=250 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=250, 3-4=-250 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S26 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:24 2021 Page 4 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-MhXd bm5HV3B7a6LYE5i u6vBKwxTh IZDDU kdKGLyI la LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=-250, 3-4=250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S27 BLOCKING SUPPORTED 6 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:25 2021 Page 1 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-qt5?p66vGMJ_BGwIopD7f6jaSLo514FNjONuooyl laq 1-10-6 1-10-6 1 1.5x4 II Scale = 1:11.0 T1 2 3x0 = W1 131 W1 4 5x6 = 1-10-6 2x6 I1 3 1-10-6 Plate Offsets (X,Y)-- [4:0-3-0,0-3-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CSI. TC 0.19 BC 0.16 WB 0.25 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) -0.00 3 n/a n/a PLATES GRIP MT20 169/123 Weight: 10 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud BOT CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud WEBS 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud REACTIONS. (Ib/size) 4=69/1-10-6 (min. 0-1-8), 3=69/1-10-6 (min. 0-1-8) Max Uplift4=-353(LC 27), 3=-353(LC 28) Max Grav4=381(LC 32), 3=381(LC 31) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-354/354, 2-3=-375/412 BOT CHORD 3-4=-354/354 WEBS 2-4=-521/521 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=Ib) 4=353, 3=353. 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 total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 250.0 plf. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 3-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S27 BLOCKING SUPPORTED 6 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:25 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-qt5?p66vGMJ_BGwIopD7f6jaSLo514FNjONuooyl laq LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-58, 3-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-12 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 3-4=-12 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=250, 3-4=-250 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=-250, 3-4=250 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=250, 3-4=-250 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S27 BLOCKING SUPPORTED 6 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:25 2021 Page 3 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-qt5?p66vGMJ_BGwIopD7f6jaSLo514FNjONuooyl laq LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=-250, 3-4=250 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=250, 3-4=-250 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=-250, 3-4=250 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=250, 3-4=-250 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=-250, 3-4=250 39) Dead + 0.6 MWFRS Wind (Neg. Internal) lst Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=250, 3-4=-250 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=-250, 3-4=250 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S27 BLOCKING SUPPORTED 6 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:25 2021 Page 4 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-qt5?p66vGMJ_BGwIopD7f6jaSLo514FNjONuooyl laq LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=250, 3-4=-250 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=-250, 3-4=250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S28 BLOCKING SUPPORTED 1 1 Job Reference (optional) 0-8-8 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:27 2021 Page 1 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-mGCmEo79o_ZIRZ47wEGbk(puX8TwV jg Bis?sgyl lao 1-10-6 0-8-8 5 2x6 II 1-1-14 3.00 12 3x4 = 3 u) 1-10-6 5x6 = 4 1-10-6 Scale = 1:12.5 Plate Offsets (X,Y)-- [4:0-3-0,0-2-12] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CSI. TC 0.28 BC 0.20 WB 0.25 Matrix-S DEFL. in (loc) Vert(LL) n/a - Vert(CT) n/a - Horz(CT) -0.00 4 I/defl n/a n/a n/a L/d 999 999 n/a PLATES GRIP MT20 169/123 Weight: 11 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud BOT CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud WEBS 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud REACTIONS. (Ib/size) 5=69/1-10-6 (min. 0-1-8), 4=69/1-10-6 (min. 0-1-8) Max Horz 5=8(LC 27) Max Uplifts=-384(LC 27), 4=-334(LC 28) Max Grav5=421(LC 32), 4=358(LC 31) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-5=-408/414, 1-2=-395/390, 2-3=-258/251 BOT CHORD 4-5=-405/388 WEBS 1-4=-501/524 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) 0-1-12 to 0-8-8, Exterior(2N) 0-8-8 to 1-8-10 zone; cantilever 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=Ib) 5=384, 4=334. 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 total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 250.0 plf. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 2-3=-68, 4-5=-20 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S28 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:27 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-mGCmEo79o_ZiRZ47wEGbkXpuX8TwV jg Bis?sgyl lao LOAD CASE(S) 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 2-3=-58, 4-5=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 4-5=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=83, 2-3=83, 4-5=-12 Horz: 2-3=-95 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=83, 2-3=83, 4-5=-12 Horz: 2-3=-95 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 4-5=-20 Horz: 2-3=26 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 4-5=-20 Horz: 2-3=26 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 2-3=20, 4-5=-12 Horz: 2-3=-32 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 2-3=9, 4-5=-12 Horz: 2-3=-21 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-3=-29, 4-5=-20 Horz: 2-3=1 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-3=-18, 4-5=-20 Horz: 2-3=-10 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-3=17, 4-5=-12 Horz: 2-3=-29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 2-3=7, 4-5=-12 Horz: 2-3=-19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-3=-29, 4-5=-20 Horz: 2-3=1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-3=-29, 4-5=-20 Horz: 2-3=1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 4-5=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 2-3=-59, 4-5=-20 Horz: 2-3=1 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 2-3=-50, 4-5=-20 Horz: 2-3=-8 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 2-3=-59, 4-5=-20 Horz: 2-3=1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 2-3=-59, 4-5=-20 Horz: 2-3=1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 4-5=-12 Horz: 2-3=16 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S28 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:27 2021 Page 3 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-mGCmEo79o_ZiRZ47wEGbk(puX8TwV jg Bis?sgyl lao LOAD CASE(S) 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=4, 4-5=-12 Horz: 2-3=-16 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=83, 2-3=145, 4-5=-12 Horz: 2-3=913 Drag: 1-2=250, 4-5=-250 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=83, 2-3=21, 4-5=-12 Horz: 2-3=-1102 Drag: 1-2=-250, 4-5=250 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-54, 2-3=8, 4-5=-20 Horz: 2-3=1034 Drag: 1-2=250, 4-5=-250 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-116, 4-5=-20 Horz: 2-3=-981 Drag: 1-2=-250, 4-5=250 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 2-3=82, 4-5=-12 Horz: 2-3=975 Drag: 1-2=250, 4-5=-250 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 2-3=-42, 4-5=-12 Horz: 2-3=-1040 Drag: 1-2=-250, 4-5=250 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 2-3=71, 4-5=-12 Horz: 2-3=986 Drag: 1-2=250, 4-5=-250 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 2-3=-53, 4-5=-12 Horz: 2-3=-1029 Drag: 1-2=-250, 4-5=250 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 2-3=33, 4-5=-20 Horz: 2-3=1008 Drag: 1-2=250, 4-5=-250 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 2-3=-91, 4-5=-20 Horz: 2-3=-1007 Drag: 1-2=-250, 4-5=250 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 2-3=44, 4-5=-20 Horz: 2-3=997 Drag: 1-2=250, 4-5=-250 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 2-3=-80, 4-5=-20 Horz: 2-3=-1018 Drag: 1-2=-250, 4-5=250 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 2-3=79, 4-5=-12 Horz: 2-3=978 Drag: 1-2=250, 4-5=-250 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 2-3=-45, 4-5=-12 Horz: 2-3=-1037 Drag: 1-2=-250, 4-5=250 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S28 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:27 2021 Page 4 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-mGCmEo79o_ZiRZ47wEGbkXpuX8TwV jg Bis?sgyl lao LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=7, 2-3=69, 4-5=-12 Horz: 2-3=989 Drag: 1-2=250, 4-5=-250 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 2-3=-55, 4-5=-12 Horz: 2-3=-1026 Drag: 1-2=-250, 4-5=250 39) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 2-3=33, 4-5=-20 Horz: 2-3=1008 Drag: 1-2=250, 4-5=-250 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 2-3=-91, 4-5=-20 Horz: 2-3=-1007 Drag: 1-2=-250, 4-5=250 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 2-3=33, 4-5=-20 Horz: 2-3=1008 Drag: 1-2=250, 4-5=-250 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 2-3=-91, 4-5=-20 Horz: 2-3=-1007 Drag: 1-2=-250, 4-5=250 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 2-3=34, 4-5=-20 Horz: 2-3=1008 Drag: 1-2=250, 4-5=-250 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-90, 4-5=-20 Horz: 2-3=-1008 Drag: 1-2=-250, 4-5=250 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 2-3=45, 4-5=-12 Horz: 2-3=1008 Drag: 1-2=250, 4-5=-250 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 2-3=-79, 4-5=-12 Horz: 2-3=-1008 Drag: 1-2=-250, 4-5=250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S29 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:28 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-ESm8R88oYHhZ2jeKTxnq HI L4yYgiEQ7pPMbYP7yl Ian 1-8-7 1T10T6 1-8-7 0-1-15 3.00 12 4 2x6 11 3 5x6 = N N Scale = 1:14.8 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CSI. TC 0.24 BC 0.17 WB 0.30 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) -0.00 3 n/a n/a PLATES GRIP MT20 169/123 Weight: 12 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud BOT CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud WEBS 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud REACTIONS. (Ib/size) 4=69/1-10-6 (min. 0-1-8), 3=69/1-10-6 (min. 0-1-8) Max Horz 4=13(LC 27) Max Uplift4=-520(LC 27), 3=-453(LC 28) Max Grav4=567(LC 32), 3=470(LC 31) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-4=-559/549, 1-2=-386/366 BOT CHORD 3-4=-391/364 WEBS 1-3=-599/639 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) zone; cantilever 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) 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. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=Ib) 4=520, 3=453. 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 total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 250.0 plf. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 3-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S29 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:28 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-ESm8R88oYHhZ2jeKTxnq HI L4yYgiEQ7pPMbYP7yl Ian LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-58, 3-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=83, 3-4=-12 Horz: 1-2=-95 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=83, 3-4=-12 Horz: 1-2=-95 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 3-4=-20 Horz: 1-2=26 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 3-4=-20 Horz: 1-2=26 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=20, 3-4=-12 Horz: 1-2=-32 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 3-4=-12 Horz: 1-2=-21 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Horz: 1-2=1 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-18, 3-4=-20 Horz: 1-2=-10 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Horz: 1-2=-29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Horz: 1-2=-19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Horz: 1-2=1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Horz: 1-2=1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Horz: 1-2=1 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-50, 3-4=-20 Horz: 1-2=-8 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Horz: 1-2=1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Horz: 1-2=1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-12 Horz: 1-2=16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S29 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:28 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-ESm8R88oYHhZ2jeKTxnq HI L4yYgiEQ7pPMbYP7yl Ian LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=4, 3-4=-12 Horz: 1-2=-16 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=145, 3-4=-12 Horz: 1-2=905 Drag: 3-4=-250 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=20, 3-4=-12 Horz: 1-2=-1095 Drag: 3-4=250 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=8, 3-4=-20 Horz: 1-2=1026 Drag: 3-4=-250 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-117, 3-4=-20 Horz: 1-2=-974 Drag: 3-4=250 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=83, 3-4=-12 Horz: 1-2=968 Drag: 3-4=-250 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-12 Horz: 1-2=-1032 Drag: 3-4=250 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=72, 3-4=-12 Horz: 1-2=979 Drag: 3-4=-250 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-53, 3-4=-12 Horz: 1-2=-1021 Drag: 3-4=250 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=34, 3-4=-20 Horz: 1-2=1001 Drag: 3-4=-250 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-91, 3-4=-20 Horz: 1-2=-999 Drag: 3-4=250 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=45, 3-4=-20 Horz: 1-2=990 Drag: 3-4=-250 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-80, 3-4=-20 Horz: 1-2=-1010 Drag: 3-4=250 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=80, 3-4=-12 Horz: 1-2=971 Drag: 3-4=-250 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-45, 3-4=-12 Horz: 1-2=-1029 Drag: 3-4=250 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S29 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:28 2021 Page 4 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-ESm8R88oYHhZ2jeKTxnq HI L4yYgiEQ7pPMbYP7yl Ian LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=69, 3-4=-12 Horz: 1-2=981 Drag: 3-4=-250 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-56, 3-4=-12 Horz: 1-2=-1019 Drag: 3-4=250 39) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=34, 3-4=-20 Horz: 1-2=1001 Drag: 3-4=-250 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-91, 3-4=-20 Horz: 1-2=-999 Drag: 3-4=250 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=34, 3-4=-20 Horz: 1-2=1001 Drag: 3-4=-250 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-91, 3-4=-20 Horz: 1-2=-999 Drag: 3-4=250 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=34, 3-4=-20 Horz: 1-2=1000 Drag: 3-4=-250 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-90, 3-4=-20 Horz: 1-2=-1000 Drag: 3-4=250 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=46, 3-4=-12 Horz: 1-2=1000 Drag: 3-4=-250 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-79, 3-4=-12 Horz: 1-2=-1000 Drag: 3-4=250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S30 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug6 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:30 2021 Page 1 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-Aruusg924vxH I1 oibMpIMARQd MVFiKn6tg4fT?yl lal 1 1-10-6 1 1.5x4 11 4 5x6 = 1 1-10-6 3.00 1 12 3 2x6 11 1 0 Scale = 1:14.5 Plate Offsets (X,Y)-- [4:0-3-0,0-3-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CSI. TC 0.22 BC 0.16 WB 0.29 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) -0.00 3 n/a n/a PLATES GRIP MT20 169/123 Weight: 12 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud BOT CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud WEBS 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud REACTIONS. (Ib/size) 4=69/1-10-6 (min. 0-1-8), 3=69/1-10-6 (min. 0-1-8) Max Horz 4=-13(LC 30) Max Uplift4=-424(LC 29), 3=-493(LC 30) Max Grav4=442(LC 34), 3=539(LC 33) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-386/366, 2-3=-532/523 BOT CHORD 3-4=-354/354 WEBS 2-4=-578/616 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) zone; cantilever 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) 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. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 4=424, 3=493. 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 total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 250.0 plf. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 3-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S30 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug6 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:30 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-Aruusg924vxH I1 oibMpIMARQd MVFiKn6tg4fT?yl lal LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-58, 3-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=83, 3-4=-12 Horz: 1-2=95 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=83, 3-4=-12 Horz: 1-2=95 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 3-4=-20 Horz: 1-2=-26 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 3-4=-20 Horz: 1-2=-26 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 3-4=-12 Horz: 1-2=21 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=20, 3-4=-12 Horz: 1-2=32 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-18, 3-4=-20 Horz: 1-2=10 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Horz: 1-2=-1 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Horz: 1-2=29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Horz: 1-2=19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Horz: 1-2=-1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Horz: 1-2=-1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-50, 3-4=-20 Horz: 1-2=8 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Horz: 1-2=-1 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Horz: 1-2=-1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 Horz: 1-2=-1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-12 Horz: 1-2=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S30 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug6 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:30 2021 Page 3 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-Aruusg924vxH I1 oibMpIMARQd MVFiKn6tg4fT?yl lal LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=4, 3-4=-12 Horz: 1-2=16 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=20, 3-4=-12 Horz: 1-2=1095 Drag: 3-4=-250 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=145, 3-4=-12 Horz: 1-2=-905 Drag: 3-4=250 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-117, 3-4=-20 Horz: 1-2=974 Drag: 3-4=-250 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=8, 3-4=-20 Horz: 1-2=-1026 Drag: 3-4=250 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-53, 3-4=-12 Horz: 1-2=1021 Drag: 3-4=-250 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=72, 3-4=-12 Horz: 1-2=-979 Drag: 3-4=250 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-12 Horz: 1-2=1032 Drag: 3-4=-250 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=83, 3-4=-12 Horz: 1-2=-968 Drag: 3-4=250 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-80, 3-4=-20 Horz: 1-2=1010 Drag: 3-4=-250 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=45, 3-4=-20 Horz: 1-2=-990 Drag: 3-4=250 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-91, 3-4=-20 Horz: 1-2=999 Drag: 3-4=-250 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=34, 3-4=-20 Horz: 1-2=-1001 Drag: 3-4=250 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-45, 3-4=-12 Horz: 1-2=1029 Drag: 3-4=-250 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=80, 3-4=-12 Horz: 1-2=-971 Drag: 3-4=250 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S30 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug6 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:30 2021 Page 4 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-Aruusg924vxH I1 oibMpIMARQd MVFiKn6tg4fT?yl lal LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-56, 3-4=-12 Horz: 1-2=1019 Drag: 3-4=-250 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=69, 3-4=-12 Horz: 1-2=-981 Drag: 3-4=250 39) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-91, 3-4=-20 Horz: 1-2=999 Drag: 3-4=-250 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=34, 3-4=-20 Horz: 1-2=-1001 Drag: 3-4=250 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-91, 3-4=-20 Horz: 1-2=999 Drag: 3-4=-250 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=34, 3-4=-20 Horz: 1-2=-1001 Drag: 3-4=250 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-90, 3-4=-20 Horz: 1-2=1000 Drag: 3-4=-250 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=34, 3-4=-20 Horz: 1-2=-1000 Drag: 3-4=250 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-79, 3-4=-12 Horz: 1-2=1000 Drag: 3-4=-250 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=46, 3-4=-12 Horz: 1-2=-1000 Drag: 3-4=250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S31 BLOCKING SUPPORTED 1 1 Job Reference (optional) r ch Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:31 2021 Page 1 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-f1 SH3AAgrC38vBNu93KXvNzYnIrbRIKF6KgC?Ryl lak 1-9-10 1-9-10 1 .5,4 I I T1 2 3A6 — W1 61 4 5x6 = 1-9-10 3 2x6 I1 1-9-10 Scale = 1:19.5 Plate Offsets (X,Y)-- [4:0-3-0,0-3-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CSI. TC 0.39 BC 0.15 WB 0.40 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) -0.00 3 n/a n/a PLATES GRIP MT20 169/123 Weight: 16 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud BOT CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud WEBS 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud REACTIONS. (Ib/size) 4=66/1-9-10 (min. 0-1-8), 3=66/1-9-10 (min. 0-1-8) Max Uplift4=-770(LC 27), 3=-770(LC 28) Max Grav4=796(LC 32), 3=796(LC 31) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-340/340, 2-3=-791/826 BOT CHORD 3-4=-340/340 WEBS 2-4=-848/848 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 1-9-10 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=Ib) 4=770, 3=770. 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 total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-9-10 for 250.0 plf. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 3-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S31 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:32 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-7D0fHVBIcW B?XLy5inrmRbWjX9BgACaPK_ZmYuyl laj LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-58, 3-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-12 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 3-4=-12 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=250, 3-4=-250 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=-250, 3-4=250 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=250, 3-4=-250 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S31 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:32 2021 Page 3 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-7D0fHVBIcW B?XLy5inrmRbWjX9BgACaPK_ZmYuyl laj LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=-250, 3-4=250 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=250, 3-4=-250 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=-250, 3-4=250 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=250, 3-4=-250 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=-250, 3-4=250 39) Dead + 0.6 MWFRS Wind (Neg. Internal) lst Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=250, 3-4=-250 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=-250, 3-4=250 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S31 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:32 2021 Page 4 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-7D0fHVBIcW B?XLy5inrmRbWjX9BgACaPK_ZmYuyl laj LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=250, 3-4=-250 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=-250, 3-4=250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S32 BLOCKING SUPPORTED 11 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:33 2021 Page 1 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-bQa1 UrCwNgKs9UXHGUN?_o3uGZXyvfnYZeJJ4Kyllai 1-10-6 1-10-6 Scale = 1:19.5 Ti 2 3n0 — W1 W1 B1 466666666666 4 5x6 = 1-10-6 3 2x6 I1 1-10-6 Plate Offsets (X,Y)-- [4:0-3-0,0-3-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CSI. TC 0.39 BC 0.16 WB 0.40 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) -0.00 3 n/a n/a PLATES GRIP MT20 169/123 Weight: 17 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud BOT CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud WEBS 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud REACTIONS. (Ib/size) 4=69/1-10-6 (min. 0-1-8), 3=69/1-10-6 (min. 0-1-8) Max Uplift4=-770(LC 27), 3=-770(LC 28) Max Grav4=797(LC 32), 3=797(LC 31) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-354/354, 2-3=-792/829 BOT CHORD 3-4=-354/354 WEBS 2-4=-855/855 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 4=770, 3=770. 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 total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 250.0 plf. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 3-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S32 BLOCKING SUPPORTED 11 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:33 2021 Page 2 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-bQal UrCwNgKs9UXHGUN?_o3uGZXyvfnYZeJJ4Kyllai LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-58, 3-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-12 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 3-4=-12 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=250, 3-4=-250 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=-250, 3-4=250 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=250, 3-4=-250 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S32 BLOCKING SUPPORTED 11 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:33 2021 Page 3 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-bQa1 UrCwNgKs9UXHGUN?_o3uGZXyvfnYZeJJ4Kyllai LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=-250, 3-4=250 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=250, 3-4=-250 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=-250, 3-4=250 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=250, 3-4=-250 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=-250, 3-4=250 39) Dead + 0.6 MWFRS Wind (Neg. Internal) lst Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=250, 3-4=-250 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=-250, 3-4=250 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S32 BLOCKING SUPPORTED 11 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:33 2021 Page 4 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-bQa1 UrCwNgKs9UXHGUN?_o3uGZXyvfnYZeJJ4Kyllai LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=250, 3-4=-250 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=-250, 3-4=250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S33 BLOCKING SUPPORTED 1 1 Job Reference (optional) 1 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:35 2021 Page 1 I D:2ar''8W2eFUCW R?TpXo8wrzylz6Y-XohnvXDBvRaZOohgOvPT3D8FtN E4NZZr0yoQ8Dyl lag 1-5-10 1 1-5-10 2 .5,.4 II Ti O = W1 IW1 W1 2 B1 4 5x6 = 1 1-5-10 1 Scale = 1:19.5 Plate Offsets (X,Y)-- [4:0-3-0,0-3-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CSI. TC 0.38 BC 0.12 WB 0.38 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) -0.00 3 n/a n/a PLATES GRIP MT20 169/123 Weight: 15 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud BOT CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud WEBS 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud REACTIONS. (Ib/size) 4=52/1-5-10 (min. 0-1-8), 3=52/1-5-10 (min. 0-1-8) Max Uplift4=-767(LC 27), 3=-767(LC 28) Max Grav4=788(LC 32), 3=788(LC 31) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-265/265, 2-3=-784/811 BOT CHORD 3-4=-265/265 WEBS 2-4=-814/814 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 1-5-10 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=Ib) 4=767, 3=767. 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 total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-5-10 for 250.0 plf. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 3-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S33 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:35 2021 Page 2 I D:2ar78W2eFUCW R?TpXo8wrzylz6Y-XohnvXDBvRaZOohgOvPT3D8FtN E4NZZr0yoQ8Dyl lag LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-58, 3-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-12 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 3-4=-12 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=250, 3-4=-250 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=-250, 3-4=250 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=250, 3-4=-250 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S33 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:35 2021 Page 3 I D:2ar78W2eFUCW R?TpXo8wrzylz6Y-XohnvXDBvRaZOohgOvPT3D8FtN E4NZZr0yoQ8Dyl lag LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=-250, 3-4=250 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=250, 3-4=-250 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=-250, 3-4=250 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=250, 3-4=-250 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=-250, 3-4=250 39) Dead + 0.6 MWFRS Wind (Neg. Internal) lst Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=250, 3-4=-250 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=-250, 3-4=250 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S33 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:35 2021 Page 4 I D:2ar78W2eFUCW R?TpXo8wrzylz6Y-XohnvXDBvRaZOohgOvPT3D8FtN E4NZZr0yoQ8Dyl lag LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=250, 3-4=-250 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=-250, 3-4=250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S34 BLOCKING SUPPORTED 1 1 Job Reference (optional) 1 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:36 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-??FA6tEpgliQ0yGsxdwibRhORmT566p?FcXzhfyl laf 1-9-10 3x6 II 1 1-9-10 2 3x6 II Ti W1 W1 B1 • • • • • • • • • •••••••••••••••• 4 3x4 II 1-9-10 3x4 II 3 1-9-10 1 Scale = 1:9.1 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.46 BC 0.45 WB 0.00 Matrix-R DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 3 n/a n/a PLATES GRIP MT20 169/123 Weight: 7 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud BOT CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud WEBS 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud REACTIONS. (Ib/size) 4=66/1-9-10 (min. 0-1-8), 3=66/1-9-10 (min. 0-1-8) Max Uplift4=-259(LC 27), 3=-259(LC 28) Max Grav4=285(LC 32), 3=285(LC 31) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 1-9-10 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=Ib) 4=259, 3=259. 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 total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-9-10 for 250.0 plf. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 3-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 3-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-40 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S34 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:37 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-TBpYKDFRR2gHd6g2VKRx8eDYBApKrY38UGHXD5yl lae LOAD CASE(S) 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-12 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 3-4=-12 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=250, 3-4=-250 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=-250, 3-4=250 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=250, 3-4=-250 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=-250, 3-4=250 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S34 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:37 2021 Page 3 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-TBpYKDFRR2gHd6g2VKRx8eDYBApKrY38UGHXD5yl lae LOAD CASE(S) 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=250, 3-4=-250 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=-250, 3-4=250 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=250, 3-4=-250 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=-250, 3-4=250 39) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=250, 3-4=-250 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=-250, 3-4=250 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=250, 3-4=-250 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=-250, 3-4=250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S35 BLOCKING SUPPORTED 11 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:38 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-xNNwXZG3CMy8FGPF31 yAhsmjfa9Da?J Hjw041Xy1 lad 1 3x6 II 1-10-6 1-10-6 2 3x6 II T1 W1 W1 B1 4 3x4 II 1-10-6 3x4 II 3 1-10-6 Scale = 1:9.1 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.48 BC 0.47 WB 0.00 Matrix-R DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 3 n/a n/a PLATES GRIP MT20 169/123 Weight: 7 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud BOT CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud WEBS 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud REACTIONS. (Ib/size) 4=69/1-10-6 (min. 0-1-8), 3=69/1-10-6 (min. 0-1-8) Max Uplift4=-260(LC 27), 3=-260(LC 28) Max Grav4=287(LC 32), 3=287(LC 31) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=Ib) 4=260, 3=260. 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 total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 250.0 plf. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 3-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 3-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-40 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S35 BLOCKING SUPPORTED 11 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:38 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-xNNwXZG3CMy8FGPF31 yAhsmjfa9Da?J Hjw041Xy1 lad LOAD CASE(S) 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-12 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 3-4=-12 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=250, 3-4=-250 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=-250, 3-4=250 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=250, 3-4=-250 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=-250, 3-4=250 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S35 BLOCKING SUPPORTED 11 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:38 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-xNNwXZG3CMy8FGPF31 yAhsmjfa9Da?J Hjw041Xy1 lad LOAD CASE(S) 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=250, 3-4=-250 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=-250, 3-4=250 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=250, 3-4=-250 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=-250, 3-4=250 39) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=250, 3-4=-250 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=-250, 3-4=250 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=250, 3-4=-250 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=-250, 3-4=250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S36 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:40 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-umVgyFHJkzCsUZZdAS?emHr5xOtj2voaADVBgQyI lab 1-5-10 3x4 II 1 1-5-10 2 3x4 II T1 W1 W1 4 3x4 II B1 1-5-10 3x4 II 3 1-5-10 Scale = 1:9.1 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.36 BC 0.34 WB 0.00 Matrix-R DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 3 n/a n/a PLATES GRIP MT20 169/123 Weight: 6 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud BOT CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud WEBS 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud REACTIONS. (Ib/size) 4=52/1-5-10 (min. 0-1-8), 3=52/1-5-10 (min. 0-1-8) Max Uplift4=-257(LC 27), 3=-257(LC 28) Max Grav4=277(LC 32), 3=277(LC 31) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 1-5-10 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=Ib) 4=257, 3=257. 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 total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-5-10 for 250.0 plf. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 3-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 3-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-40 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S36 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:40 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-umVgyFHJkzCsUZZdAS?emHr5xOtj2voaADVBgQyI lab LOAD CASE(S) 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-12 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 3-4=-12 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=250, 3-4=-250 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=-250, 3-4=250 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=250, 3-4=-250 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=-250, 3-4=250 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S36 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:40 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-umVgyFHJkzCsUZZdAS?emHr5xOtj2voaADVBgQyI lab LOAD CASE(S) 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=250, 3-4=-250 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=-250, 3-4=250 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=250, 3-4=-250 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=-250, 3-4=250 39) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=250, 3-4=-250 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=-250, 3-4=250 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=250, 3-4=-250 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=-250, 3-4=250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S37 BLOCKING SUPPORTED 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:41 2021 Page 1 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-My33AalyVHKj6j8pkAWtl UOG3nFenM2kPtFkMsyl laa 1-4-6 1-4-6 2x6 = Scale = 1:8.9 W1 T1 2 2,6 W1 61 W At "tat," ♦� 47476♦4♦ ♦4 4♦erg` 4 2x4 I I 1-4-6 2x4 I I 3 1-4-6 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.34 BC 0.24 WB 0.00 Matrix-R DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 3 n/a n/a PLATES GRIP MT20 169/123 Weight: 6 Ib FT = 20% LUMBER - TOP CHORD 2x6 DF No.2 G BOT CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud WEBS 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud REACTIONS. (Ib/size) 4=47/1-4-6 (min. 0-1-8), 3=47/1-4-6 (min. 0-1-8) Max Uplift4=-224(LC 27), 3=-224(LC 28) Max Grav4=242(LC 32), 3=242(LC 31) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 1-4-6 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) except (jt=Ib) 4=224, 3=224. 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 total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-4-6 for 250.0 plf. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 3-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 3-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S37 BLOCKING SUPPORTED 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:41 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-My33AalyVHKj6j8pkAWtl UOG3nFenM2kPtFkMsyl laa LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-28, 3-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-12 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 3-4=-12 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=250, 3-4=-250 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=-250, 3-4=250 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=250, 3-4=-250 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=-250, 3-4=250 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S37 BLOCKING SUPPORTED 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:41 2021 Page 3 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-My33AalyVHKj6j8pkAWtl UOG3nFenM2kPtFkMsyl laa LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=250, 3-4=-250 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=-250, 3-4=250 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=250, 3-4=-250 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=-250, 3-4=250 39) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=250, 3-4=-250 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=-250, 3-4=250 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=250, 3-4=-250 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S37 BLOCKING SUPPORTED 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:41 2021 Page 4 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-My33AalyVHKj6j8pkAWtl UOG3nFenM2kPtFkMsyl laa LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=-250, 3-4=250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S38 BLOCKING SUPPORTED 18 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:43 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-I LApaGJCOuaRM 1 ICsbYLOvTa0buYFGYOsBkrRlyl IaY 1-10-6 1-10-6 3x6 = Scale = 1:8.9 T1 W1 3 2 6— W1 B1 4 3x4 11 1-10-6 3x4 II 3 1-10-6 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.50 BC 0.34 WB 0.00 Matrix-R DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 3 n/a n/a PLATES GRIP MT20 169/123 Weight: 8 Ib FT = 20% LUMBER - TOP CHORD 2x6 DF No.2 G BOT CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud WEBS 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud REACTIONS. (Ib/size) 4=69/1-10-6 (min. 0-1-8), 3=69/1-10-6 (min. 0-1-8) Max Uplift4=-227(LC 27), 3=-227(LC 28) Max Grav4=254(LC 32), 3=254(LC 31) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) except (jt=Ib) 4=227, 3=227. 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 total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 250.0 plf. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 3-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 3-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S38 BLOCKING SUPPORTED 18 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:43 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-I LApaGJCOuaRM 1 ICsbYLOvTa0buYFGYOsBkrRlyl IaY LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-28, 3-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-12 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 3-4=-12 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=250, 3-4=-250 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=-250, 3-4=250 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=250, 3-4=-250 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=-250, 3-4=250 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S38 BLOCKING SUPPORTED 18 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:43 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-I LApaGJCOuaRM 1 ICsbYLOvTa0buYFGYOsBkrRlyl IaY LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=250, 3-4=-250 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=-250, 3-4=250 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=250, 3-4=-250 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=-250, 3-4=250 39) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=250, 3-4=-250 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=-250, 3-4=250 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=250, 3-4=-250 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S38 BLOCKING SUPPORTED 18 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:43 2021 Page 4 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-I LApaGJCOuaRM 1 ICsbYLOvTa0buYFGYOsBkrRlyl IaY LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=-250, 3-4=250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S39 BLOCKING SUPPORTED 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:45 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-Ej IZ?yLSYVg9bKSbz0apTKYw9PbQjA2JKVDyVdyl IaW 1-8-14 1-8-14 2x6 = Scale = 1:8.9 W1 T1 2 27G = W1 131 4 2x6 11 1-8-14 2x6 11 3 1-8-14 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CSI. TC 0.46 BC 0.31 WB 0.00 Matrix-R DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 3 n/a n/a PLATES GRIP MT20 169/123 Weight: 7 Ib FT = 20% LUMBER - TOP CHORD 2x6 DF No.2 G BOT CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud WEBS 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud REACTIONS. (Ib/size) 4=64/1-8-14 (min. 0-1-8), 3=64/1-8-14 (min. 0-1-8) Max Uplift4=-227(LC 27), 3=-227(LC 28) Max Grav4=251(LC 32), 3=251(LC 31) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 1-8-14 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) except (jt=Ib) 4=227, 3=227. 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 total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-8-14 for 250.0 plf. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 3-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 3-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S39 BLOCKING SUPPORTED 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:45 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-Ej IZ?yLSYVg9bKSbz0apTKYw9PbQjA2JKVDyVdyl IaW LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-28, 3-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-12 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 3-4=-12 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=250, 3-4=-250 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=-250, 3-4=250 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=250, 3-4=-250 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=-250, 3-4=250 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S39 BLOCKING SUPPORTED 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:45 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-Ej IZ?yLSYVg9bKSbz0apTKYw9PbQjA2JKVDyVdyl IaW LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=250, 3-4=-250 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=-250, 3-4=250 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=250, 3-4=-250 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=-250, 3-4=250 39) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=250, 3-4=-250 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=-250, 3-4=250 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=250, 3-4=-250 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S39 BLOCKING SUPPORTED 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:45 2021 Page 4 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-Ej IZ?yLSYVg9bKSbz0apTKYw9PbQjA2JKVDyVdyl IaW LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=-250, 3-4=250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S40 BLOCKING SUPPORTED 4 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:46 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-iwsyDI M4Jpy0DU0nXj62?Y55ioxXSd HTY9yV 14yI laV 1-9-6 1-9-6 3x4 = Scale = 1:8.9 2 W1 T1 W1 B1 •••.�.�.�.�.�.�.�♦�♦�♦�♦�♦�♦�♦�♦�♦�.•.•.•.•♦•♦•. 4 2x6 I I 1-9-6 2x6 II 3 1-9-6 Plate Offsets (X,Y)-- [1:0-1-12,0-1-8], [2:0-1-12,0-1-8] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.47 BC 0.32 WB 0.00 Matrix-R DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 3 n/a n/a PLATES GRIP MT20 169/123 Weight: 8 Ib FT = 20% LUMBER - TOP CHORD 2x6 DF No.2 G BOT CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud WEBS 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud REACTIONS. (Ib/size) 4=66/1-9-6 (min. 0-1-8), 3=66/1-9-6 (min. 0-1-8) Max Uplift4=-227(LC 27), 3=-227(LC 28) Max Grav4=252(LC 32), 3=252(LC 31) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 1-9-6 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) except (jt=Ib) 4=227, 3=227. 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 total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-9-6 for 250.0 plf. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 3-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 3-4=-20 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S40 BLOCKING SUPPORTED 4 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:46 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-iwsyDI M4Jpy0DU0nXj62?Y55ioxXSd HTY9yV 14yI IaV LOAD CASE(S) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-12 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 3-4=-12 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=250, 3-4=-250 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=-250, 3-4=250 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=250, 3-4=-250 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=-250, 3-4=250 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S40 BLOCKING SUPPORTED 4 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:47 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-B6QKQeN i474tgebz5QdHYleGRCHmB4Xcnpi2aWyl IaU LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=250, 3-4=-250 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=-250, 3-4=250 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=250, 3-4=-250 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=-250, 3-4=250 39) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=250, 3-4=-250 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=-250, 3-4=250 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=250, 3-4=-250 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S40 BLOCKING SUPPORTED 4 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:47 2021 Page 4 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-B6QKQeN i474tgebz5QdHYleGRCHmB4Xcnpi2aWyl IaU LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=-250, 3-4=250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S41 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:48 2021 Page 1 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-fl_ie_N LrQCjSoAAe88W5zATTcd NwSJm0TRc6yyl IaT 1 2-5-14 3x6 = 2-5-14 2 Ti 1.5x4 W1 W1 B1 4 2x6 11 1 5x6 = 2-5-14 3 2-5-14 Scale = 1:14.1 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.33 BC 0.23 WB 0.35 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 3 n/a n/a PLATES GRIP MT20 169/123 Weight: 15 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud BOT CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud WEBS 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud REACTIONS. (Ib/size) 4=97/2-5-14 (min. 0-1-8), 3=97/2-5-14 (min. 0-1-8) Max Uplift4=-514(LC 27), 3=-514(LC 28) Max Grav4=552(LC 32), 3=552(LC 31) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-4=-545/596, 1-2=-495/495 BOT CHORD 3-4=-495/495 WEBS 1-3=-742/742 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 2-5-14 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=Ib) 4=514, 3=514. 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 total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-5-14 for 250.0 plf. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 3-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 641 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:48 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-fl_ie_N LrQCjSoAAe88W5zATTcd NwSJm0TRc6yyl IaT LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-58, 3-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-12 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 3-4=-12 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=250, 3-4=-250 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=-250, 3-4=250 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=250, 3-4=-250 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S41 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:48 2021 Page 3 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-fl_ie_N LrQCjSoAAe88W5zATTcd NwSJm0TRc6yyl IaT LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=-250, 3-4=250 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=250, 3-4=-250 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=-250, 3-4=250 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=250, 3-4=-250 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=-250, 3-4=250 39) Dead + 0.6 MWFRS Wind (Neg. Internal) lst Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=250, 3-4=-250 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=-250, 3-4=250 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 641 BLOCKING SUPPORTED 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:48 2021 Page 4 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-fl_ie_N LrQCjSoAAe88W5zATTcd NwSJm0TRc6yyl IaT LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=250, 3-4=-250 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=-250, 3-4=250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S42 FLAT SUPPORTED GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:50 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-bh5S3fPbN2TRh6KYmZA_AOGk8QK8OH U2TnwjAryl IaR 1-8-14 4 3x6 II 1-8-14 1-8-14 1-8-14 3 5x6 = Scale = 1:32.9 Plate Offsets (X,Y)--[1:0-3-0,0-1-12], [3:0-2-12,0-3-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CSI. TC 0.70 BC 0.15 WB 0.69 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 3 n/a n/a PLATES GRIP MT20 169/123 Weight: 27 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud BOT CHORD 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud WEBS 2x4 DF Stud/Std or 2x4 HF Std or 2x4 SPF-S Stud REACTIONS. (Ib/size) 4=64/1-8-14 (min. 0-1-8), 3=64/1-8-14 (min. 0-1-8) Max Uplift4=-1428(LC 27), 3=-1428(LC 28) Max Grav4=1453(LC 32), 3=1453(LC 31) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-4=-1448/1482, 1-2=-326/326 BOT CHORD 3-4=-326/326 WEBS 1-3=-1463/1463 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-8-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 1-4, 1-3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=l10mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=Ib) 4=1428, 3=1428. 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 total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-8-14 for 250.0 plf. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 3-4=-20 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S42 FLAT SUPPORTED GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:50 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-bh5S3fPbN2TRh6KYmZA_AOGk8QK8OH U2TnwjAryl IaR LOAD CASE(S) 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 3-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 3-4=-20 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-12 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 3-4=-12 23) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=250, 3-4=-250 24) Dead + 0.6 C-C Wind (Pos. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=89, 3-4=-12 Drag: 1-2=-250, 3-4=250 25) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=250, 3-4=-250 26) Dead + 0.6 C-C Wind (Neg. Internal) Case 2 + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S42 FLAT SUPPORTED GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:50 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-bh5S3fPbN2TRh6KYmZA_AOGk8QK8OH U2TnwjAryl IaR LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-42, 3-4=-20 Drag: 1-2=-250, 3-4=250 27) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 28) Dead + 0.6 MWFRS Wind (Pos. Internal) Left+ Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 29) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=250, 3-4=-250 30) Dead + 0.6 MWFRS Wind (Pos. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=26, 3-4=-12 Drag: 1-2=-250, 3-4=250 31) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 32) Dead + 0.6 MWFRS Wind (Neg. Internal) Left + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 33) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 34) Dead + 0.6 MWFRS Wind (Neg. Internal) Right + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 35) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=250, 3-4=-250 36) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=17, 3-4=-12 Drag: 1-2=-250, 3-4=250 37) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=250, 3-4=-250 38) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=7, 3-4=-12 Drag: 1-2=-250, 3-4=250 39) Dead + 0.6 MWFRS Wind (Neg. Internal) lst Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 40) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 41) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=250, 3-4=-250 42) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 3-4=-20 Drag: 1-2=-250, 3-4=250 43) Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=250, 3-4=-250 44) Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 Drag: 1-2=-250, 3-4=250 45) 0.6 Dead -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 S42 FLAT SUPPORTED GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:50 2021 Page 4 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-bh5S3fPbN2TRh6KYmZA_AOGk8QK8OH U2TnwjAryl IaR LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=250, 3-4=-250 46) 0.6 Dead -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-17, 3-4=-12 Drag: 1-2=-250, 3-4=250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VB01 GABLE 1 1 Job Reference (optional) -2-3-0 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:51 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-3tfrG?QDBLbIJFvkKGh DibozZpb87t6CiRgGjHyl IaQ 10-6-0 2-3-0 3x4 = 7 10-6-0 3.00 12 1.5x4 II 3 B1 i 1.5x4 §Pale = 1:20.9 4 56666666<5<5<5666..6.666i5 66<5<5<5<55 66.6 5ZSz5zk5<5<56,66 :555<5<S6.66 k N5i5<5& 9 6 1.5x4 II 10 5 1.5x4 I1 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.40 BC 0.48 WB 0.09 Matrix-S DEFL. in (loc) I/defl L/d Vert(LL) 0.00 1 n/r 120 Vert(CT) 0.12 1 n/r 120 Horz(CT) -0.00 5 n/a n/a PLATES GRIP MT20 220/195 Weight: 39 Ib FT = 20% LUMBER - TOP CHORD 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 OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=66/11-1-10 (min. 0-1-8), 2=383/11-1-10 (min. 0-1-8), 6=630/11-1-10 (min. 0-1 8) Max Horz 2=106(LC 11) Max Uplifts=-30(LC 23), 2=-81(LC 8), 6=-62(LC 8) Max Grav5=285(LC 27), 2=442(LC 25), 6=630(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 3-6=-467/274 NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-8-9, Interior(1) 0-8-9 to 10-4-4 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) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) 5, 2, 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 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-68, 2-5=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-58, 2-5=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-28, 2-5=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VB01 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:52 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-X4DDTLQrvfj9xPUxt_CSFpLBJDxNsKMLx5PpFkyl IaP LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=57, 2-7=41, 4-7=31, 2-5=-12 Horz: 1-2=-69, 2-7=-53, 4-7=-43, 4-5=35 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=25, 2-8=31, 4-8=51, 2-5=-12 Horz: 1-2=-37, 2-8=-43, 4-8=-63, 4-5=-22 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-14, 2-4=-48, 2-5=-20 Horz: 1-2=-14, 2-4=20, 4-5=-32 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 2-4=-48, 2-5=-20 Horz: 1-2=14, 2-4=20, 4-5=24 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-4=20, 2-5=-12 Horz: 1-2=-47, 2-4=-32, 4-5=18 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=9, 2-5=-12 Horz: 1-2=-16, 2-4=-21, 4-5=-15 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 2-5=-20 Horz: 1-2=-5, 2-4=1, 4-5=7 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-4=-18, 2-5=-20 Horz: 1-2=-16, 2-4=-10, 4-5=-26 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-4=17, 2-5=-12 Horz: 1-2=-44, 2-4=-29, 4-5=23 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-4=7, 2-5=-12 Horz: 1-2=-34, 2-4=-19, 4-5=23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 2-5=-20 Horz: 1-2=-5, 2-4=1, 4-5=12 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 2-5=-20 Horz: 1-2=-5, 2-4=1, 4-5=12 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-4=-28, 2-5=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 2-5=-20 Horz: 1-2=-3, 2-4=1, 4-5=5 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-4=-50, 2-5=-20 Horz: 1-2=-12, 2-4=-8, 4-5=-19 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 2-5=-20 Horz: 1-2=-3, 2-4=1, 4-5=9 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 2-5=-20 Horz: 1-2=-3, 2-4=1, 4-5=9 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=-28, 2-5=-12 Horz: 1-2=-16, 2-4=16, 4-5=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=4, 2-5=-12 Horz: 1-4=-16, 4-5=16 23) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 2-5=-20 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VB01 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:52 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-X4DDTLQrvfj9xPUxt_CSFpLBJDxNsKMLx5PpFkyl IaP LOAD CASE(S) Concentrated Loads (Ib) Vert: 9=-250 24) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 2-5=-20 Concentrated Loads (Ib) Vert: 10=-250 25) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 2-5=-20 Concentrated Loads (Ib) Vert: 2=-250 26) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 2-5=-20 Concentrated Loads (Ib) Vert: 6=-250 27) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 2-5=-20 Concentrated Loads (Ib) Vert: 5=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VB02 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:53 2021 Page 1 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-?GnbhhRTgzr0YZ37RhkhoOuLIdJ1 bnsV919NnAyIIaO r; O 10-5-5 2x6 8 10-5-5 5 1.5x4 11 9 1.5x4S1e = 1:17.3 3 4 1.5x4 11 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.23 BC 0.33 WB 0.07 Matrix-S DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 4 n/a n/a PLATES GRIP MT20 220/195 Weight: 32 Ib FT = 20% LUMBER - TOP CHORD 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 OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING - TOP CHORD BOT CHORD REACTIONS. (Ib/size) 1=184/10-5-5 (min. 0-1-8), 4=111/10-5-5 (min. 0-1-8), 5=498/10-5-5 (min. 0-1-8) Max Horz 1=82(LC 11) Max Upliftl=-8(LC 8), 4=-8(LC 8), 5=-58(LC 8) Max Gray 1=350(LC 25), 4=311(LC 27), 5=522(LC 26) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 2-5=-375/236 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 1-3-4 to 4-3-4, Interior(1) 4-3-4 to 10-3-8 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) 1, 4, 5. 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 250.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-68, 1-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-58, 1-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VB02 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:53 2021 Page 2 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-?GnbhhRTgzr0YZ37RhkhoOuLIdJ1 bnsV919NnAyIIaO LOAD CASE(S) Uniform Loads (plf) Vert: 1-6=41, 3-6=31, 1-4=-12 Horz: 1-6=-53, 3-6=-43, 3-4=35 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=31, 3-7=51, 1-4=-12 Horz: 1-7=-43, 3-7=-63, 3-4=-22 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-48, 1-4=-20 Horz: 1-3=20, 3-4=-32 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-48, 1-4=-20 Horz: 1-3=20, 3-4=25 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=20, 1-4=-12 Horz: 1-3=-32, 3-4=18 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=9, 1-4=-12 Horz: 1-3=-21, 3-4=-15 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 1-4=-20 Horz: 1-3=1, 3-4=7 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-18, 1-4=-20 Horz: 1-3=-10, 3-4=-26 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=17, 1-4=-12 Horz: 1-3=-29, 3-4=23 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=7, 1-4=-12 Horz: 1-3=-19, 3-4=23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 1-4=-20 Horz: 1-3=1, 3-4=12 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 1-4=-20 Horz: 1-3=1, 3-4=12 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-59, 1-4=-20 Horz: 1-3=1, 3-4=5 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-50, 1-4=-20 Horz: 1-3=-8, 3-4=-19 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-59, 1-4=-20 Horz: 1-3=1, 3-4=9 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-59, 1-4=-20 Horz: 1-3=1, 3-4=9 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-12 Horz: 1-3=16, 3-4=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 1-4=-12 Horz: 1-3=-16, 3-4=16 23) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VB02 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:53 2021 Page 3 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-?GnbhhRTgzr0YZ37RhkhoOuLIdJ1 bnsV919NnAyIIaO LOAD CASE(S) Concentrated Loads (Ib) Vert: 8=-250 24) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 Concentrated Loads (Ib) Vert: 9=-250 25) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 Concentrated Loads (Ib) Vert: 1=-250 26) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 Concentrated Loads (Ib) Vert: 5=-250 27) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 Concentrated Loads (Ib) Vert: 4=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VB03 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:54 2021 Page 1 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-TSLzu1 S5RGztAjeJ?PFwKEQXt1 hcKE7eOPuwJcyllaN 8-5-5 7 2x6 8-5-5 5 1.5x4 II 8 1.5x4 II 3 4 1.5x4 II Scale = 1:15.2 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.14 BC 0.24 WB 0.07 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) -0.00 4 n/a n/a PLATES GRIP MT20 220/195 Weight: 25 Ib FT = 20% LUMBER - TOP CHORD 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 OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING - TOP CHORD BOT CHORD REACTIONS. (Ib/size) 1=96/8-5-5 (min. 0-1-8), 4=133/8-5-5 (min. 0-1-8), 5=389/8-5-5 (min. 0-1-8) Max Horz 1=64(LC 11) Max Upliftl=-1(LC 8), 4=-12(LC 8), 5=-46(LC 8) Max Gray 1=302(LC 25), 4=323(LC 27), 5=462(LC 26) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 2-5=-300/230 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 1-3-4 to 4-5-5, Interior(1) 4-5-5 to 8-3-8 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) 1, 4, 5. 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 250.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-68, 1-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-58, 1-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VB03 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:54 2021 Page 2 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-TSLzu1 S5RGztAjeJ?PFwKEQXt1 hcKE7eOPuwJcyllaN LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=45, 2-3=34, 1-4=-12 Horz: 1-2=-57, 2-3=-46, 3-4=36 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=34, 3-6=56, 1-4=-12 Horz: 1-6=-46, 3-6=-68, 3-4=-23 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-50, 1-4=-20 Horz: 1-3=22, 3-4=-33 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-50, 1-4=-20 Horz: 1-3=22, 3-4=26 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=20, 1-4=-12 Horz: 1-3=-32, 3-4=18 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=9, 1-4=-12 Horz: 1-3=-21, 3-4=-15 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 1-4=-20 Horz: 1-3=1, 3-4=7 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-18, 1-4=-20 Horz: 1-3=-10, 3-4=-26 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=17, 1-4=-12 Horz: 1-3=-29, 3-4=23 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=7, 1-4=-12 Horz: 1-3=-19, 3-4=23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 1-4=-20 Horz: 1-3=1, 3-4=12 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 1-4=-20 Horz: 1-3=1, 3-4=12 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-59, 1-4=-20 Horz: 1-3=1, 3-4=5 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-50, 1-4=-20 Horz: 1-3=-8, 3-4=-19 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-59, 1-4=-20 Horz: 1-3=1, 3-4=9 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-59, 1-4=-20 Horz: 1-3=1, 3-4=9 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-12 Horz: 1-3=16, 3-4=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 1-4=-12 Horz: 1-3=-16, 3-4=16 23) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VB03 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:54 2021 Page 3 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-TSLzu1 S5RGztAjeJ?PFwKEQXt1 hcKE7eOPuwJcyllaN LOAD CASE(S) Concentrated Loads (Ib) Vert: 7=-250 24) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 Concentrated Loads (Ib) Vert: 8=-250 25) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 Concentrated Loads (Ib) Vert: 1=-250 26) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 Concentrated Loads (Ib) Vert: 5=-250 27) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 Concentrated Loads (Ib) Vert: 4=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VB04 Valley 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:56 2021 Page 1 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-QrTkJjUMyuDbP1 ni6pHOPfWgFgJso8mxrjN1 OVyIIaL 1 r- 6-5-5 6-5-5 4 3.00 FIT T 5 1.5x4 1I W1 B1 2x6 6 1.5x4 II 3 Scale = 1:11.6 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.34 BC 0.45 WB 0.00 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 3 n/a n/a PLATES GRIP MT20 220/195 Weight: 18 Ib FT = 20% LUMBER - TOP CHORD 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 REACTIONS. (Ib/size) 1=221/6-4-5 (min. 0-1-8), 3=221/6-4-5 (min. 0-1-8) Max Horz 1=46(LC 9) Max Upliftl=-18(LC 8), 3=-23(LC 8) Max Gray 1=370(LC 24), 3=370(LC 25) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 1-3-4 to 4-3-4, Interior(1) 4-3-4 to 6-3-8 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) 1, 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 250.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 1-3=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 1-3=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VB04 Valley 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:56 2021 Page 2 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-QrTkJjUMyuDbP1 ni6pHOPfWgFgJso8mxrjN1 OVyIIaL LOAD CASE(S) Uniform Loads (plf) Vert: 1-5=49, 2-5=35, 1-3=-12 Horz: 1-5=-61, 2-5=-47, 2-3=38 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=35, 2-4=62, 1-3=-12 Horz: 1-4=-47, 2-4=-74, 2-3=-24 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-53, 1-3=-20 Horz: 1-2=25, 2-3=-35 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-53, 1-3=-20 Horz: 1-2=25, 2-3=27 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=20, 1-3=-12 Horz: 1-2=-32, 2-3=18 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 1-3=-12 Horz: 1-2=-21, 2-3=-15 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 1-3=-20 Horz: 1-2=1, 2-3=7 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-18, 1-3=-20 Horz: 1-2=-10, 2-3=-26 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 1-3=-12 Horz: 1-2=-29, 2-3=23 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 1-3=-12 Horz: 1-2=-19, 2-3=23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 1-3=-20 Horz: 1-2=1, 2-3=12 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 1-3=-20 Horz: 1-2=1, 2-3=12 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 1-3=-20 Horz: 1-2=1, 2-3=5 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-50, 1-3=-20 Horz: 1-2=-8, 2-3=-19 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 1-3=-20 Horz: 1-2=1, 2-3=9 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 1-3=-20 Horz: 1-2=1, 2-3=9 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-12 Horz: 1-2=16, 2-3=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 1-3=-12 Horz: 1-2=-16, 2-3=16 23) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-20 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VB04 Valley 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:56 2021 Page 3 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-QrTkJjUMyuDbP1 ni6pHOPfWgFgJso8mxrjN1 OVyIIaL LOAD CASE(S) Concentrated Loads (Ib) Vert: 6=-250 24) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-20 Concentrated Loads (Ib) Vert: 1=-250 25) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-20 Concentrated Loads (Ib) Vert: 3=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VB05 Valley 1 1 Job Reference (optional) u? 0 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:57 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-u 106X3UJBLS 1 AMugXodys23YEIUXb044N7awxyl IaK 4-5-5 4-5-5 3.00 12 T B1 2 1.5x4 ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦�♦�♦�♦�♦�♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ 2x6 4 1.5x4 3 Scale: 1.5"=1' LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.11 BC 0.23 WB 0.00 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 3 n/a n/a PLATES GRIP MT20 220/195 Weight: 11 Ib FT = 20% LUMBER - TOP CHORD 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 REACTIONS. (Ib/size) 1=133/4-4-5 (min. 0-1-8), 3=133/4-4-5 (min. 0-1-8) Max Horz 1=28(LC 11) Max Upliftl=-11(LC 8), 3=-14(LC 8) Max Gray 1=322(LC 24), 3=322(LC 25) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 4-5-5 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) 1, 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 250.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 1-3=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 1-3=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VB05 Valley 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:57 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-u 106X3UJBLS 1 AMugXodys23YEiUXb044N7awxyl IaK LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=52, 1-3=-12 Horz: 1-2=-64, 2-3=38 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=65, 1-3=-12 Horz: 1-2=-77, 2-3=-24 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 1-3=-20 Horz: 1-2=26, 2-3=-35 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 1-3=-20 Horz: 1-2=26, 2-3=27 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=20, 1-3=-12 Horz: 1-2=-32, 2-3=18 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 1-3=-12 Horz: 1-2=-21, 2-3=-15 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 1-3=-20 Horz: 1-2=1, 2-3=7 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-18, 1-3=-20 Horz: 1-2=-10, 2-3=-26 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 1-3=-12 Horz: 1-2=-29, 2-3=23 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 1-3=-12 Horz: 1-2=-19, 2-3=23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 1-3=-20 Horz: 1-2=1, 2-3=12 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 1-3=-20 Horz: 1-2=1, 2-3=12 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 1-3=-20 Horz: 1-2=1, 2-3=5 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-50, 1-3=-20 Horz: 1-2=-8, 2-3=-19 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 1-3=-20 Horz: 1-2=1, 2-3=9 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 1-3=-20 Horz: 1-2=1, 2-3=9 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-12 Horz: 1-2=16, 2-3=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 1-3=-12 Horz: 1-2=-16, 2-3=16 23) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-20 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VB05 Valley 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:57 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-u 106X3UJBLS 1 AMugXodys23YEiUXb044N7awxyl IaK LOAD CASE(S) Concentrated Loads (Ib) Vert: 4=-250 24) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-20 Concentrated Loads (Ib) Vert: 1=-250 25) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-20 Concentrated Loads (Ib) Vert: 3=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VB06 Valley 1 1 Job Reference (optional) 0 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:58 2021 Page 1 I D:2ar''8W2eFUCW R?TpXo8wrzylz6Y-MDaUkOVcUVTJfKx5EEJsV4bF2e52G2GEJ 1 s8SNyl IaJ 2-5-5 2-5-5 3.00 12 1 2 B1 4 2x6 3 Si)0 n 0 Scale = 1:5.6 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 0.90 Plate Metal DOL 0.90 Lumber DOL 0.90 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.00 BC 0.02 WB 0.00 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) -0.00 4 >999 240 Vert(CT) -0.00 4 >999 180 Horz(CT) -0.00 2 n/a n/a PLATES GRIP MT20 220/195 Weight: 5 Ib FT = 20% LUMBER - TOP CHORD 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 BRACING - TOP CHORD BOT CHORD REACTIONS. All bearings 2-4-5. (Ib) - Max Horz 4=8(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) 2 except 3=-234(LC 3) Max Gray All reactions 250 Ib or less at joint(s) 1, 2, 4 except 1=281(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Structural wood sheathing directly applied or 2-5-5 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2 except (jt=lb) 3=234. 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 250.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VB06 Valley 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:52:59 2021 Page 2 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-gQ8sxkWEFpbAGUWHoyg51 H8Qo2RH?WNYhch?qyl lal LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=46, 3-4=-12 Horz: 1-2=-58 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=60, 3-4=-12 Horz: 1-2=-72 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-49, 3-4=-20 Horz: 1-2=21 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-49, 3-4=-20 Horz: 1-2=21 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=15, 3-4=-12 Horz: 1-2=-27 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 3-4=-12 Horz: 1-2=-16 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 3-4=-20 Horz: 1-2=-5 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 3-4=-20 Horz: 1-2=-16 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 3-4=-12 Horz: 1-2=-24 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=1, 3-4=-12 Horz: 1-2=-13 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 3-4=-20 Horz: 1-2=-5 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 3-4=-20 Horz: 1-2=-5 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-25, 3-4=-20 Horz: 1-2=-3 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-16, 3-4=-20 Horz: 1-2=-12 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-25, 3-4=-20 Horz: 1-2=-3 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-25, 3-4=-20 Horz: 1-2=-3 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-12 Horz: 1-2=16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 3-4=-12 Horz: 1-2=-16 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC01 GABLE 1 1 Job Reference (optional) -2-3-0 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:00 2021 Page 1 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-IciE94Xs06j0ue5TLfMKaVgV6SkEkxYXmLLEXGyI IaH 7-7-4 2-3-0 7 2x4 I1 10 6 1.5x4 II 7-7-4 11 1.5x4 II 4 5 1.5x4 II Scale = 1:21.0 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.41 BC 0.23 WB 0.08 Matrix-R DEFL. in (loc) I/defl L/d Vert(LL) 0.00 1 n/r 120 Vert(CT) -0.10 1 n/r 120 Horz(CT) -0.00 5 n/a n/a PLATES GRIP MT20 220/195 Weight: 32 Ib FT = 20% LUMBER - TOP CHORD 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 OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING - TOP CHORD BOT CHORD REACTIONS. (Ib/size) 7=353/7-7-4 (min. 0-1-8), 5=149/7-7-4 (min. 0-1-8), 6=306/7-7-4 (min. 0-1-8) Max Horz 7=114(LC 11) Max Uplift7=-111(LC 8), 5=-13(LC 8), 6=-22(LC 8) Max Grav7=412(LC 25), 5=330(LC 27), 6=427(LC 26) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-7=-315/233 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-8-9, Interior(1) 0-8-9 to 7-5-8 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) 5, 6 except (jt=Ib) 7=111 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 250.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 2-4=-68, 5-7=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 2-4=-58, 5-7=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 5-7=-40 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC01 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:00 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-IciE94Xs06j0ue5TLfMKaVgV6SkEkxYXmLLEXGyI IaH LOAD CASE(S) 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=59, 2-8=46, 4-8=35, 5-7=-12 Horz: 2-7=23, 1-2=-71, 2-8=-58, 4-8=-47, 4-5=37 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=30, 2-9=35, 4-9=58, 5-7=-12 Horz: 2-7=-37, 1-2=-42, 2-9=-47, 4-9=-70, 4-5=-23 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-11, 2-4=-51, 5-7=-20 Horz: 2-7=-26, 1-2=-17, 2-4=23, 4-5=-34 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-45, 2-4=-51, 5-7=-20 Horz: 2-7=34, 1-2=17, 2-4=23, 4-5=26 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-4=20, 5-7=-12 Horz: 2-7=15, 1-2=-47, 2-4=-32, 4-5=18 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=9, 5-7=-12 Horz: 2-7=-18, 1-2=-16, 2-4=-21, 4-5=-15 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 5-7=-20 Horz: 2-7=26, 1-2=-5, 2-4=1, 4-5=7 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-4=-18, 5-7=-20 Horz: 2-7=-7, 1-2=-16, 2-4=-10, 4-5=-26 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-4=17, 5-7=-12 Horz: 2-7=-23, 1-2=-44, 2-4=-29, 4-5=23 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-4=7, 5-7=-12 Horz: 2-7=-23, 1-2=-34, 2-4=-19, 4-5=23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 5-7=-20 Horz: 2-7=-12, 1-2=-5, 2-4=1, 4-5=12 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 5-7=-20 Horz: 2-7=-12, 1-2=-5, 2-4=1, 4-5=12 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 5-7=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 5-7=-20 Horz: 2-7=19, 1-2=-3, 2-4=1, 4-5=5 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-4=-50, 5-7=-20 Horz: 2-7=-5, 1-2=-12, 2-4=-8, 4-5=-19 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 5-7=-20 Horz: 2-7=-9, 1-2=-3, 2-4=1, 4-5=9 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 5-7=-20 Horz: 2-7=-9, 1-2=-3, 2-4=1, 4-5=9 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=-28, 5-7=-12 Horz: 2-7=-16, 1-2=-16, 2-4=16, 4-5=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=4, 5-7=-12 Horz: 2-7=16, 1-2=-16, 2-4=-16, 4-5=16 23) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 5-7=-20 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC01 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:00 2021 Page 3 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-IciE94Xs06j0ue5TLfMKaVgV6SkEkxYXmLLEXGyI IaH LOAD CASE(S) Concentrated Loads (Ib) Vert: 10=-250 24) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 5-7=-20 Concentrated Loads (Ib) Vert: 11=-250 25) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 5-7=-20 Concentrated Loads (Ib) Vert: 7=-250 26) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 5-7=-20 Concentrated Loads (Ib) Vert: 6=-250 27) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 5-7=-20 Concentrated Loads (Ib) Vert: 5=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VCO2 GABLE 1 1 Job Reference (optional) -2-3-0 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:01 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-moGcMQXUnQrtWogfvNtZ6iDior3VTOtg??5o3iy1laG 7-7-4 2-3-0 1 2 3.00 12 8 7-7-4 1.5x4 I I 9 3 1.5x4 II 4 W2 B1 3x10 II 10 6 1.5x4 11 11 5 1.5x4 II Scale = 1:18.8 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.29 BC 0.23 WB 0.07 Matrix-R DEFL. in (loc) I/defl L/d Vert(LL) 0.00 1 n/r 120 Vert(CT) -0.10 1 n/r 120 Horz(CT) -0.00 5 n/a n/a PLATES GRIP MT20 220/195 Weight: 30 Ib FT = 20% LUMBER - TOP CHORD 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 OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING - TOP CHORD BOT CHORD REACTIONS. (Ib/size) 7=355/7-7-4 (min. 0-1-8), 5=151/7-7-4 (min. 0-1-8), 6=303/7-7-4 (min. 0-1-8) Max Horz 7=97(LC 9) Max Uplift7=-116(LC 8), 5=-15(LC 8), 6=-15(LC 8) Max Grav7=412(LC 25), 5=331(LC 27), 6=426(LC 26) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-7=-314/233 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-8-9, Interior(1) 0-8-9 to 7-5-8 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) 5, 6 except (jt=Ib) 7=116. 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 250.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 2-4=-68, 5-7=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 2-4=-58, 5-7=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 5-7=-40 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VCO2 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:01 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-moGcMQXUnQrtWogfvNtZ6iDior3VTOtg??5o3iy1laG LOAD CASE(S) 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=59, 2-8=46, 4-8=35, 5-7=-12 Horz: 2-7=23, 1-2=-71, 2-8=-58, 4-8=-47, 4-5=37 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=30, 2-9=35, 4-9=58, 5-7=-12 Horz: 2-7=-37, 1-2=-42, 2-9=-47, 4-9=-70, 4-5=-23 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-11, 2-4=-51, 5-7=-20 Horz: 2-7=-26, 1-2=-17, 2-4=23, 4-5=-34 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-45, 2-4=-51, 5-7=-20 Horz: 2-7=34, 1-2=17, 2-4=23, 4-5=26 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-4=20, 5-7=-12 Horz: 2-7=15, 1-2=-47, 2-4=-32, 4-5=18 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=9, 5-7=-12 Horz: 2-7=-18, 1-2=-16, 2-4=-21, 4-5=-15 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 5-7=-20 Horz: 2-7=26, 1-2=-5, 2-4=1, 4-5=7 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-4=-18, 5-7=-20 Horz: 2-7=-7, 1-2=-16, 2-4=-10, 4-5=-26 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-4=17, 5-7=-12 Horz: 2-7=-23, 1-2=-44, 2-4=-29, 4-5=23 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-4=7, 5-7=-12 Horz: 2-7=-23, 1-2=-34, 2-4=-19, 4-5=23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 5-7=-20 Horz: 2-7=-12, 1-2=-5, 2-4=1, 4-5=12 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 5-7=-20 Horz: 2-7=-12, 1-2=-5, 2-4=1, 4-5=12 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 5-7=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 5-7=-20 Horz: 2-7=19, 1-2=-3, 2-4=1, 4-5=5 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-4=-50, 5-7=-20 Horz: 2-7=-5, 1-2=-12, 2-4=-8, 4-5=-19 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 5-7=-20 Horz: 2-7=-9, 1-2=-3, 2-4=1, 4-5=9 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 5-7=-20 Horz: 2-7=-9, 1-2=-3, 2-4=1, 4-5=9 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=-28, 5-7=-12 Horz: 2-7=-16, 1-2=-16, 2-4=16, 4-5=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=4, 5-7=-12 Horz: 2-7=16, 1-2=-16, 2-4=-16, 4-5=16 23) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 5-7=-20 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VCO2 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:01 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-moGcMQXUnQrtWogfvNtZ6iDior3VTOtg??5o3iy1laG LOAD CASE(S) Concentrated Loads (Ib) Vert: 10=-250 24) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 5-7=-20 Concentrated Loads (Ib) Vert: 11=-250 25) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 5-7=-20 Concentrated Loads (Ib) Vert: 7=-250 26) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 5-7=-20 Concentrated Loads (Ib) Vert: 6=-250 27) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 5-7=-20 Concentrated Loads (Ib) Vert: 5=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC03 GABLE 1 1 Job Reference (optional) -2-3-0 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:03 2021 Page 1 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-jBONn6ZIJ15b15g21 nv1 C714CflUxlMzSlav8byllaE 7-7-4 2-3-0 2 7 3.00 12 7-7-4 1.5x4 II 3 8 ST1 1.5x4 II 4 W1 1 2x6 = 9 6 1.5x4 II 10 5 1.5x4 II Scale = 1:18.0 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.17 BC 0.26 WB 0.07 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) 0.00 1 n/r 120 Vert(CT) -0.03 1 n/r 120 Horz(CT) 0.00 5 n/a n/a PLATES GRIP MT20 220/195 Weight: 29 Ib FT = 20% LUMBER - TOP CHORD 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 OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING - TOP CHORD BOT CHORD REACTIONS. (Ib/size) 5=133/8-0-1 (min. 0-1-8), 2=300/8-0-1 (min. 0-1-8), 6=386/8-0-1 (min. 0-1-8) Max Horz 2=79(LC 9) Max Uplifts=-15(LC 8), 2=-91(LC 8), 6=-25(LC 8) Max Grav5=322(LC 27), 2=391(LC 25), 6=467(LC 26) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 3-6=-288/233 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-3-7 to 0-8-9, Interior(1) 0-8-9 to 7-5-8 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) 5, 2, 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 250.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-68, 2-5=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-58, 2-5=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-28, 2-5=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC03 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:03 2021 Page 2 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-jBONn6ZIJ15b15g21 nv1 C714CflUxIMzSlav8byllaE LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=59, 2-7=46, 4-7=35, 2-5=-12 Horz: 1-2=-71, 2-7=-58, 4-7=-47, 4-5=37 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=30, 2-8=35, 4-8=58, 2-5=-12 Horz: 1-2=-42, 2-8=-47, 4-8=-70, 4-5=-23 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-11, 2-4=-51, 2-5=-20 Horz: 1-2=-17, 2-4=23, 4-5=-34 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-45, 2-4=-51, 2-5=-20 Horz: 1-2=17, 2-4=23, 4-5=26 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-4=20, 2-5=-12 Horz: 1-2=-47, 2-4=-32, 4-5=18 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=9, 2-5=-12 Horz: 1-2=-16, 2-4=-21, 4-5=-15 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 2-5=-20 Horz: 1-2=-5, 2-4=1, 4-5=7 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-4=-18, 2-5=-20 Horz: 1-2=-16, 2-4=-10, 4-5=-26 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-4=17, 2-5=-12 Horz: 1-2=-44, 2-4=-29, 4-5=23 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-4=7, 2-5=-12 Horz: 1-2=-34, 2-4=-19, 4-5=23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 2-5=-20 Horz: 1-2=-5, 2-4=1, 4-5=12 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-29, 2-5=-20 Horz: 1-2=-5, 2-4=1, 4-5=12 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-4=-28, 2-5=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 2-5=-20 Horz: 1-2=-3, 2-4=1, 4-5=5 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-4=-50, 2-5=-20 Horz: 1-2=-12, 2-4=-8, 4-5=-19 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 2-5=-20 Horz: 1-2=-3, 2-4=1, 4-5=9 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-59, 2-5=-20 Horz: 1-2=-3, 2-4=1, 4-5=9 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=-28, 2-5=-12 Horz: 1-2=-16, 2-4=16, 4-5=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=4, 2-5=-12 Horz: 1-4=-16, 4-5=16 23) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 2-5=-20 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC03 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:03 2021 Page 3 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-jBONn6ZIJ15b15g21 nv1 C714CflUxIMzSlav8byllaE LOAD CASE(S) Concentrated Loads (Ib) Vert: 9=-250 24) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 2-5=-20 Concentrated Loads (Ib) Vert: 10=-250 25) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 2-5=-20 Concentrated Loads (Ib) Vert: 2=-250 26) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 2-5=-20 Concentrated Loads (Ib) Vert: 6=-250 27) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 2-5=-20 Concentrated Loads (Ib) Vert: 5=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC04 GABLE 1 1 Job Reference (optional) 0 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:04 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-BNyI?SaN4LESNFPEaVQGkLrG036mglg6hyJSg 1 yl IaD 7-3-12 7-3-12 3.00 12 1.5x4 II 2 T 6 1.5x4 II 3 W1 1 2x6 7 1.5x4 II 5 8 1.5x4 II 4 Scale = 1:13.3 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.10 BC 0.19 WB 0.07 Matrix-P DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) n/a - n/a - 0.00 4 I/defl n/a n/a n/a L/d 999 999 n/a PLATES GRIP MT20 220/195 Weight: 21 Ib FT = 20% LUMBER - TOP CHORD 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 OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G REACTIONS. (Ib/size) 1=85/7-3-12 (min. 0-1-8), 4=109/7-3-12 (min Max Horz 1=54(LC 11) Max Upliftl=-1(LC 8), 4=-9(LC 8), 5=-38(LC 8) Max Gray 1=296(LC 25), 4=309(LC 27), 5=427(LC 26) BRACING - TOP CHORD BOT CHORD . 0-1-8), 5=325/7-3-12 (min. 0-1-8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 2-5=-251/218 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 1-3-4 to 4-0-0, Interior(1) 4-0-0 to 7-2-0 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) 1, 4, 5. 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 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-68, 1-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-58, 1-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC04 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:04 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-BNyI?SaN4LESNFPEaVQGkLrG036mglg6hyJSg 1 yl IaD LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=47, 2-3=35, 1-4=-12 Horz: 1-2=-59, 2-3=-47, 3-4=37 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=35, 3-6=59, 1-4=-12 Horz: 1-6=-47, 3-6=-71, 3-4=-23 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-51, 1-4=-20 Horz: 1-3=23, 3-4=-34 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-51, 1-4=-20 Horz: 1-3=23, 3-4=26 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=20, 1-4=-12 Horz: 1-3=-32, 3-4=18 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=9, 1-4=-12 Horz: 1-3=-21, 3-4=-15 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 1-4=-20 Horz: 1-3=1, 3-4=7 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-18, 1-4=-20 Horz: 1-3=-10, 3-4=-26 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=17, 1-4=-12 Horz: 1-3=-29, 3-4=23 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=7, 1-4=-12 Horz: 1-3=-19, 3-4=23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 1-4=-20 Horz: 1-3=1, 3-4=12 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 1-4=-20 Horz: 1-3=1, 3-4=12 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-59, 1-4=-20 Horz: 1-3=1, 3-4=5 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-50, 1-4=-20 Horz: 1-3=-8, 3-4=-19 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-59, 1-4=-20 Horz: 1-3=1, 3-4=9 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-59, 1-4=-20 Horz: 1-3=1, 3-4=9 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-12 Horz: 1-3=16, 3-4=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 1-4=-12 Horz: 1-3=-16, 3-4=16 23) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC04 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:04 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-BNyI?SaN4LESNFPEaVQGkLrG036mglg6hyJSg 1 yl IaD LOAD CASE(S) Concentrated Loads (Ib) Vert: 7=-250 24) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 Concentrated Loads (Ib) Vert: 8=-250 25) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 Concentrated Loads (Ib) Vert: 1=-250 26) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 Concentrated Loads (Ib) Vert: 5=-250 27) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 Concentrated Loads (Ib) Vert: 4=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC05 Valley 1 1 Job Reference (optional) v Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:05 2021 Page 1 I D:2ar78W2eFUCWR?TpXo8wrzylz6Y-faV7Coa?rfMJ_PzR8CxVHYN PFTQyPD?Gwc3?CTyl IaC 5-3-12 5-3-12 3.00 12 T 4 1.5x4 II 2 W1 B1 ••4 ••• ••• ••••••• •♦ •♦ •♦ •♦ •♦ •♦��•••• •♦ •♦ •♦ •♦ •♦ •♦��••• •♦ •♦ •♦ •♦ •♦ •♦ •♦ •♦��•�•�♦�♦�♦�♦• 2x6 5 1.5x4 II 3 Scale = 1:10.0 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.20 BC 0.32 WB 0.00 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 3 n/a n/a PLATES GRIP MT20 220/195 Weight: 14 Ib FT = 20% LUMBER - TOP CHORD 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 REACTIONS. (Ib/size) 1=171/5-2-12 (min. 0-1-8), 3=171/5-2-12 (min. 0-1-8) Max Horz 1=36(LC 9) Max Upliftl=-14(LC 8), 3=-18(LC 8) Max Gray 1=343(LC 24), 3=343(LC 25) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 5-3-12 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 1-3-4 to 4-3-4, Interior(1) 4-3-4 to 5-2-0 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) 1, 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 250.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 1-3=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 1-3=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC05 Valley 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:05 2021 Page 2 I D:2ar78W2eFUCWR?TpXo8wrzylz6Y-faV7Coa?rfMJ_PzR8CxVHYN PFTQyPD?Gwc3?CTyI IaC LOAD CASE(S) Uniform Loads (plf) Vert: 1-4=51, 2-4=35, 1-3=-12 Horz: 1-4=-63, 2-4=-47, 2-3=38 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=65, 1-3=-12 Horz: 1-2=-77, 2-3=-24 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 1-3=-20 Horz: 1-2=26, 2-3=-35 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 1-3=-20 Horz: 1-2=26, 2-3=27 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=20, 1-3=-12 Horz: 1-2=-32, 2-3=18 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 1-3=-12 Horz: 1-2=-21, 2-3=-15 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 1-3=-20 Horz: 1-2=1, 2-3=7 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-18, 1-3=-20 Horz: 1-2=-10, 2-3=-26 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 1-3=-12 Horz: 1-2=-29, 2-3=23 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 1-3=-12 Horz: 1-2=-19, 2-3=23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 1-3=-20 Horz: 1-2=1, 2-3=12 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 1-3=-20 Horz: 1-2=1, 2-3=12 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 1-3=-20 Horz: 1-2=1, 2-3=5 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-50, 1-3=-20 Horz: 1-2=-8, 2-3=-19 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 1-3=-20 Horz: 1-2=1, 2-3=9 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 1-3=-20 Horz: 1-2=1, 2-3=9 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-12 Horz: 1-2=16, 2-3=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 1-3=-12 Horz: 1-2=-16, 2-3=16 23) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-20 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC05 Valley 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:05 2021 Page 3 I D:2ar78W2eFUCWR?TpXo8wrzylz6Y-faV7Coa?rfMJ_PzR8CxVHYN PFTQyPD?Gwc3?CTyI IaC LOAD CASE(S) Concentrated Loads (Ib) Vert: 5=-250 24) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-20 Concentrated Loads (Ib) Vert: 1=-250 25) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-20 Concentrated Loads (Ib) Vert: 3=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC06 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:07 2021 Page 1 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-bydudTcFNGc1 Ej7pGd_zMzTImG7wt7bZNwY6HMyl IaA 12-8-8 3x4 10 7 1.5x4 11 12-8-8 11 1.5x4 11 12 1.5x4 §tale = 1:20.9 4 1.5x4 5 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CSI. TC 0.19 BC 0.22 WB 0.06 Matrix-S DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) -0.00 5 n/a n/a PLATES GRIP MT20 220/195 Weight: 40 Ib FT = 20% LUMBER - TOP CHORD 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 OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 12-8-8. (Ib) - Max Horz 1=102(LC 11) Max Uplift All uplift 100 Ib or less at joint(s) 5, 6, 7 Max Gray All reactions 250 Ib or less at joint(s) except 1=315(LC 26), 5=327(LC 29), 6=453(LC 28), 7=446(LC 27) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 3-6=-290/149, 2-7=-272/138 NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 1-3-4 to 4-3-4, Interior(1) 4-3-4 to 12-6-11 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) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) 5, 6, 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 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-68, 1-5=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-58, 1-5=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-28, 1-5=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC06 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:07 2021 Page 2 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-bydudTcFNGc1 Ej7pGd_zMzTImG7wt7bZNwY6HMyl IaA LOAD CASE(S) Uniform Loads (plf) Vert: 1-8=38, 4-8=28, 1-5=-12 Horz: 1-8=-50, 4-8=-40, 4-5=34 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-9=28, 4-9=38, 1-5=-12 Horz: 1-9=-40, 4-9=-50, 4-5=-21 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-46, 1-5=-20 Horz: 1-4=18, 4-5=-31 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-46, 1-5=-20 Horz: 1-4=18, 4-5=24 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=20, 1-5=-12 Horz: 1-4=-32, 4-5=18 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=9, 1-5=-12 Horz: 1-4=-21, 4-5=-15 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-29, 1-5=-20 Horz: 1-4=1, 4-5=7 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-18, 1-5=-20 Horz: 1-4=-10, 4-5=-26 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=17, 1-5=-12 Horz: 1-4=-29, 4-5=23 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=7, 1-5=-12 Horz: 1-4=-19, 4-5=23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-29, 1-5=-20 Horz: 1-4=1, 4-5=12 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-29, 1-5=-20 Horz: 1-4=1, 4-5=12 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-4=-28, 1-5=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-59, 1-5=-20 Horz: 1-4=1, 4-5=5 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-50, 1-5=-20 Horz: 1-4=-8, 4-5=-19 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-59, 1-5=-20 Horz: 1-4=1, 4-5=9 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-59, 1-5=-20 Horz: 1-4=1, 4-5=9 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 1-5=-12 Horz: 1-4=16, 4-5=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=4, 1-5=-12 Horz: 1-4=-16, 4-5=16 23) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 1-5=-20 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC06 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:07 2021 Page 3 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-bydudTcFNGc1 Ej7pGd_zMzTImG7wt7bZNwY6HMyl IaA LOAD CASE(S) Concentrated Loads (Ib) Vert: 10=-250 24) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 1-5=-20 Concentrated Loads (Ib) Vert: 11=-250 25) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 1-5=-20 Concentrated Loads (Ib) Vert: 12=-250 26) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 1-5=-20 Concentrated Loads (Ib) Vert: 1=-250 27) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 1-5=-20 Concentrated Loads (Ib) Vert: 7=-250 28) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 1-5=-20 Concentrated Loads (Ib) Vert: 6=-250 29) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 1-5=-20 Concentrated Loads (Ib) Vert: 5=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC07 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:08 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-39BGgpdt8akurtiOpLVCuA?wagQBcZZicaHgpoyl la9 10-8-8 10-8-8 1.5x4 II Scale = 1:18.0 3 WVVV V V V V V KKKKKKKKKKKKKV V V V KKKKKKKKKKKKKKAV V V V V KKKKKKKKKKKKKV V V V KKKKKKKKK 8 2x6 5 1.5x4 II 9 4 1.5x4 II LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.25 BC 0.35 WB 0.08 Matrix-S DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) -0.00 4 n/a n/a PLATES GRIP MT20 220/195 Weight: 32 Ib FT = 20% LUMBER - TOP CHORD 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 OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING - TOP CHORD BOT CHORD REACTIONS. (Ib/size) 1=194/10-8-8 (min. 0-1-8), 4=106/10-8-8 (min. 0-1-8), 5=518/10-8-8 (min. 0-1-8) Max Horz 1=84(LC 11) Max Upliftl=-9(LC 8), 4=-7(LC 8), 5=-60(LC 8) Max Gray 1=356(LC 25), 4=308(LC 27), 5=533(LC 26) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 2-5=-389/239 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 1-3-4 to 4-3-4, Interior(1) 4-3-4 to 10-6-11 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) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) 1, 4, 5. 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 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-68, 1-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-58, 1-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC07 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:09 2021 Page 2 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-XLIe29eWutsIT0HCN20RROY4K4mQL0prrE1 DLEyI la8 LOAD CASE(S) Uniform Loads (plf) Vert: 1-6=41, 3-6=30, 1-4=-12 Horz: 1-6=-53, 3-6=-42, 3-4=35 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=30, 3-7=51, 1-4=-12 Horz: 1-7=-42, 3-7=-63, 3-4=-21 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-47, 1-4=-20 Horz: 1-3=19, 3-4=-32 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-47, 1-4=-20 Horz: 1-3=19, 3-4=24 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=20, 1-4=-12 Horz: 1-3=-32, 3-4=18 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=9, 1-4=-12 Horz: 1-3=-21, 3-4=-15 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 1-4=-20 Horz: 1-3=1, 3-4=7 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-18, 1-4=-20 Horz: 1-3=-10, 3-4=-26 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=17, 1-4=-12 Horz: 1-3=-29, 3-4=23 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=7, 1-4=-12 Horz: 1-3=-19, 3-4=23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 1-4=-20 Horz: 1-3=1, 3-4=12 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 1-4=-20 Horz: 1-3=1, 3-4=12 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-59, 1-4=-20 Horz: 1-3=1, 3-4=5 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-50, 1-4=-20 Horz: 1-3=-8, 3-4=-19 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-59, 1-4=-20 Horz: 1-3=1, 3-4=9 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-59, 1-4=-20 Horz: 1-3=1, 3-4=9 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-12 Horz: 1-3=16, 3-4=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 1-4=-12 Horz: 1-3=-16, 3-4=16 23) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC07 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:09 2021 Page 3 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-XLIe29eWutsIT0HCN20RROY4K4mQL0prrE1 DLEyI la8 LOAD CASE(S) Concentrated Loads (Ib) Vert: 8=-250 24) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 Concentrated Loads (Ib) Vert: 9=-250 25) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 Concentrated Loads (Ib) Vert: 1=-250 26) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 Concentrated Loads (Ib) Vert: 5=-250 27) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 Concentrated Loads (Ib) Vert: 4=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC08 GABLE 1 1 Job Reference (optional) v Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:10 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-0XJ0FVe8fB_c5AsOxmXg_b5GcU7?4T5?3ummuhyl la7 8-8-8 8-8-8 1.5x4 II 2 T 3.00 12 T 1.5x4 II 3 W1 i ��7�7�t��V�t�V��V�7�7�7�7�7�7�7�7�7�7�7�t�V�V�t��V�7�7�7�7�7�7�7�7�e�7�7�t�V�V�t��7�7�7�7�t�7�7�7��7�7�t�V�V�t�V��V�7•7 2x6 6 5 1.5x4 II 7 4 1.5x4 II Scale = 1:15.6 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.16 BC 0.26 WB 0.07 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) -0.00 4 n/a n/a PLATES GRIP MT20 220/195 Weight: 25 Ib FT = 20% LUMBER - TOP CHORD 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 OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING - TOP CHORD BOT CHORD REACTIONS. (Ib/size) 1=89/8-8-8 (min. 0-1-8), 4=145/8-8-8 (min. 0-1-8), 5=407/8-8-8 (min. 0-1-8) Max Horz 1=66(LC 9) Max Uplift4=-13(LC 8), 5=-48(LC 8) Max Gray 1=299(LC 25), 4=329(LC 27), 5=472(LC 26) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 2-5=-314/232 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 1-3-4 to 4-5-0, Interior(1) 4-5-0 to 8-6-11 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) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) 4, 5. 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 250.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-68, 1-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-58, 1-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC08 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:10 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-0XJ0FVe8fB_c5AsOxmXg_b5GcU7?4T5?3ummuhyl la7 LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=44, 2-3=33, 1-4=-12 Horz: 1-2=-56, 2-3=-45, 3-4=36 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=33, 2-3=55, 1-4=-12 Horz: 1-2=-45, 2-3=-67, 3-4=-22 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-50, 1-4=-20 Horz: 1-3=22, 3-4=-33 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-50, 1-4=-20 Horz: 1-3=22, 3-4=25 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=20, 1-4=-12 Horz: 1-3=-32, 3-4=18 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=9, 1-4=-12 Horz: 1-3=-21, 3-4=-15 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 1-4=-20 Horz: 1-3=1, 3-4=7 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-18, 1-4=-20 Horz: 1-3=-10, 3-4=-26 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=17, 1-4=-12 Horz: 1-3=-29, 3-4=23 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=7, 1-4=-12 Horz: 1-3=-19, 3-4=23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 1-4=-20 Horz: 1-3=1, 3-4=12 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 1-4=-20 Horz: 1-3=1, 3-4=12 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-59, 1-4=-20 Horz: 1-3=1, 3-4=5 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-50, 1-4=-20 Horz: 1-3=-8, 3-4=-19 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-59, 1-4=-20 Horz: 1-3=1, 3-4=9 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-59, 1-4=-20 Horz: 1-3=1, 3-4=9 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-12 Horz: 1-3=16, 3-4=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 1-4=-12 Horz: 1-3=-16, 3-4=16 23) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC08 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:10 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-OXJ0FVe8fB_c5AsOxmXg_b5GcU7?4T5?3ummuhyl la7 LOAD CASE(S) Concentrated Loads (Ib) Vert: 6=-250 24) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 Concentrated Loads (Ib) Vert: 7=-250 25) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 Concentrated Loads (Ib) Vert: 1=-250 26) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 Concentrated Loads (Ib) Vert: 5=-250 27) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 Concentrated Loads (Ib) Vert: 4=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC09 GABLE 1 1 Job Reference (optional) 1 1 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:11 2021 Page 1 I D:2a08W2eFUCW R?TpXo8wrzylz6Y-UktOTrfmQV6Tj KRaVT2vWpdSRtVTpwQ8IYWKQ7yl la6 6-8-8 2x6 7 6-8-8 1.5x4 II 5 8 1.5x4 II 1.5x4 II 3 4 Scale = 1:12.2 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.09 BC 0.18 WB 0.07 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 4 n/a n/a PLATES GRIP MT20 220/195 Weight: 19 Ib FT = 20% LUMBER - TOP CHORD 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 OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING - TOP CHORD BOT CHORD REACTIONS. (Ib/size) 1=111/6-8-8 (min. 0-1-8), 4=55/6-8-8 (min. 0-1-8), 5=299/6-8-8 (min. 0-1-8) Max Horz 1=48(LC 9) Max Upliftl=-5(LC 8), 4=-11(LC 23), 5=-35(LC 8) Max Gray 1=311(LC 25), 4=280(LC 27), 5=413(LC 26) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 1-3-4 to 4-5-0, Interior(1) 4-5-0 to 6-6-11 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) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) 1, 4, 5. 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 250.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-68, 1-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-58, 1-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC09 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:12 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-ywQngBgOBoEJKU0n2AZ830Ad BHriYNfIXCFtyZyl la5 LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=49, 2-3=35, 1-4=-12 Horz: 1-2=-61, 2-3=-47, 3-4=37 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=35, 3-6=61, 1-4=-12 Horz: 1-6=-47, 3-6=-73, 3-4=-24 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-52, 1-4=-20 Horz: 1-3=24, 3-4=-34 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-52, 1-4=-20 Horz: 1-3=24, 3-4=27 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=20, 1-4=-12 Horz: 1-3=-32, 3-4=18 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=9, 1-4=-12 Horz: 1-3=-21, 3-4=-15 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 1-4=-20 Horz: 1-3=1, 3-4=7 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-18, 1-4=-20 Horz: 1-3=-10, 3-4=-26 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=17, 1-4=-12 Horz: 1-3=-29, 3-4=23 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=7, 1-4=-12 Horz: 1-3=-19, 3-4=23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 1-4=-20 Horz: 1-3=1, 3-4=12 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 1-4=-20 Horz: 1-3=1, 3-4=12 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-59, 1-4=-20 Horz: 1-3=1, 3-4=5 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-50, 1-4=-20 Horz: 1-3=-8, 3-4=-19 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-59, 1-4=-20 Horz: 1-3=1, 3-4=9 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-59, 1-4=-20 Horz: 1-3=1, 3-4=9 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-12 Horz: 1-3=16, 3-4=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 1-4=-12 Horz: 1-3=-16, 3-4=16 23) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC09 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:12 2021 Page 3 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-ywQngBgOBoEJKU0n2AZ830Ad BHriYNfIXCFtyZyl la5 LOAD CASE(S) Concentrated Loads (Ib) Vert: 7=-250 24) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 Concentrated Loads (Ib) Vert: 8=-250 25) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 Concentrated Loads (Ib) Vert: 1=-250 26) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 Concentrated Loads (Ib) Vert: 5=-250 27) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 Concentrated Loads (Ib) Vert: 4=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC10 Valley 1 1 Job Reference (optional) v Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:13 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-Q6_9tXh0y6MAyebzcu5NbEjn9h9pHgzRms?QUOyI la4 4-8-8 2x6 4-8-8 4 1.5x4 2 3 Scale = 1:8.5 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.14 BC 0.26 WB 0.00 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 3 n/a n/a PLATES GRIP MT20 220/195 Weight: 12 Ib FT = 20% LUMBER - TOP CHORD 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 REACTIONS. (Ib/size) 1=145/4-7-8 (min. 0-1-8), 3=145/4-7-8 (min. 0-1-8) Max Horz 1=30(LC 9) Max Upliftl=-12(LC 8), 3=-15(LC 8) Max Gray 1=329(LC 24), 3=329(LC 25) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 4-8-8 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) 1, 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 250.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 1-3=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 1-3=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC10 Valley 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:13 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-Q6_9tXh0y6MAyebzcu5NbEjn9h9pHgzRms?QUOyI la4 LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=52, 1-3=-12 Horz: 1-2=-64, 2-3=38 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=65, 1-3=-12 Horz: 1-2=-77, 2-3=-24 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 1-3=-20 Horz: 1-2=26, 2-3=-35 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 1-3=-20 Horz: 1-2=26, 2-3=27 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=20, 1-3=-12 Horz: 1-2=-32, 2-3=18 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 1-3=-12 Horz: 1-2=-21, 2-3=-15 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 1-3=-20 Horz: 1-2=1, 2-3=7 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-18, 1-3=-20 Horz: 1-2=-10, 2-3=-26 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 1-3=-12 Horz: 1-2=-29, 2-3=23 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 1-3=-12 Horz: 1-2=-19, 2-3=23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 1-3=-20 Horz: 1-2=1, 2-3=12 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 1-3=-20 Horz: 1-2=1, 2-3=12 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 1-3=-20 Horz: 1-2=1, 2-3=5 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-50, 1-3=-20 Horz: 1-2=-8, 2-3=-19 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 1-3=-20 Horz: 1-2=1, 2-3=9 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 1-3=-20 Horz: 1-2=1, 2-3=9 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-12 Horz: 1-2=16, 2-3=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 1-3=-12 Horz: 1-2=-16, 2-3=16 23) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-20 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC10 Valley 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:13 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-Q6_9tXhOy6MAyebzcu5NbEjn9h9pHgzRms?QUOyI la4 LOAD CASE(S) Concentrated Loads (Ib) Vert: 4=-250 24) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-20 Concentrated Loads (Ib) Vert: 1=-250 25) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-20 Concentrated Loads (Ib) Vert: 3=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC11 Valley 1 1 Job Reference (optional) 1 Run: 8.500 s Aug16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:15 2021 Page 1 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-MV6vICIGUjcu BykMkJ7rhfo9SVtsIkTkDAUXZuyI la2 2-8-8 2-8-8 3.00 12 B1 2 • •• •• •�•�•�•�•�•�•�•�•�•�•�•�•�•��• •• •• •• •• •• •�•�•�•�•�•�•�••�•�•••�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�• • • • •••••�•�•�•�•�•�•�•�•�•�•�•�•�•�• •••�•�•�•�•�•�•�•�•�••�•�•�•�•�• ••••••••�•�••�•�•�•�•�•� ••••••••�•••••••••••••�•�••••••••••�•�•�•••••••�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•� 2x6 4 3 0 Scale = 1:6.0 CO LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.02 BC 0.09 WB 0.00 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) -0.00 1-3 >999 240 Vert(CT) -0.00 1-3 >999 180 Horz(CT) -0.00 2 n/a n/a PLATES GRIP MT20 220/195 Weight: 6 Ib FT = 20% LUMBER - TOP CHORD 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 BRACING - TOP CHORD BOT CHORD REACTIONS. All bearings 2-7-8. (Ib) - Max Horz 1=12(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) 1, 2 Max Gray All reactions 250 Ib or less at joint(s) 2, 2 except 1=284(LC 24), 3=264(LC 25) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Structural wood sheathing directly applied or 2-8-8 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 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 250.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 1-3=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 1-3=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC11 Valley 1 1 Job Reference (optional) Run: 8.500 s Aug16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:15 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-MV6vICiGUjcu BykMkJ7rhfo9SVtsIkTkDAUXZuyI la2 LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=52, 1-3=-12 Horz: 1-2=-64 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=65, 1-3=-12 Horz: 1-2=-77 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 1-3=-20 Horz: 1-2=26 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 1-3=-20 Horz: 1-2=26 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=20, 1-3=-12 Horz: 1-2=-32 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 1-3=-12 Horz: 1-2=-21 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 1-3=-20 Horz: 1-2=1 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-18, 1-3=-20 Horz: 1-2=-10 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 1-3=-12 Horz: 1-2=-29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 1-3=-12 Horz: 1-2=-19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 1-3=-20 Horz: 1-2=1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 1-3=-20 Horz: 1-2=1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 1-3=-20 Horz: 1-2=1 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-50, 1-3=-20 Horz: 1-2=-8 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 1-3=-20 Horz: 1-2=1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 1-3=-20 Horz: 1-2=1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-12 Horz: 1-2=16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 1-3=-12 Horz: 1-2=-16 23) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-20 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC11 Valley 1 1 Job Reference (optional) Run: 8.500 s Aug16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:15 2021 Page 3 I D:2ar'8W2eFUCW R?TpXo8wrzylz6Y-MV6vICiGUjcu BykMkJ7rhfo9SVtsIkTkDAUXZuyI la2 LOAD CASE(S) Concentrated Loads (Ib) Vert: 4=-250 24) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-20 Concentrated Loads (Ib) Vert: 1=-250 25) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-20 Concentrated Loads (Ib) Vert: 3=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC12 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:16 2021 Page 1 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-ghgHWYjvF1 kIp5JYH0e4DsLHWuBtUBrtSgD55Kylla1 13-2-4 3x4 1 10 7 1.5x4 I I 13-2-4 11 6 1.5x4 II 12 1.5x4 Wale = 1:21.7 4 5 1.5x4 11 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CSI. TC 0.19 BC 0.23 WB 0.06 Matrix-S DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) -0.00 5 n/a n/a PLATES GRIP MT20 220/195 Weight: 42 Ib FT = 20% LUMBER - TOP CHORD 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 OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 13-2-4. (Ib) - Max Horz 1=107(LC 9) Max Uplift All uplift 100 Ib or less at joint(s) 5, 6, 7 Max Gray All reactions 250 Ib or less at joint(s) except 1=326(LC 26), 5=328(LC 29), 6=449(LC 28), 7=462(LC 27) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 3-6=-284/144, 2-7=-293/143 NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 1-3-4 to 4-3-4, Interior(1) 4-3-4 to 13-0-7 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) 5, 6, 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 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-68, 1-5=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-58, 1-5=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-28, 1-5=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC12 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:16 2021 Page 2 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-ghgHWYjvF1 kIp5JYH0e4DsLHWuBtUBrtSgD55Kylla1 LOAD CASE(S) Uniform Loads (plf) Vert: 1-8=38, 4-8=27, 1-5=-12 Horz: 1-8=-50, 4-8=-39, 4-5=34 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-9=27, 4-9=38, 1-5=-12 Horz: 1-9=-39, 4-9=-50, 4-5=-20 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-45, 1-5=-20 Horz: 1-4=17, 4-5=-31 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-45, 1-5=-20 Horz: 1-4=17, 4-5=23 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=20, 1-5=-12 Horz: 1-4=-32, 4-5=18 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=9, 1-5=-12 Horz: 1-4=-21, 4-5=-15 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-29, 1-5=-20 Horz: 1-4=1, 4-5=7 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-18, 1-5=-20 Horz: 1-4=-10, 4-5=-26 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=17, 1-5=-12 Horz: 1-4=-29, 4-5=23 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=7, 1-5=-12 Horz: 1-4=-19, 4-5=23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-29, 1-5=-20 Horz: 1-4=1, 4-5=12 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-29, 1-5=-20 Horz: 1-4=1, 4-5=12 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-4=-28, 1-5=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-59, 1-5=-20 Horz: 1-4=1, 4-5=5 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-50, 1-5=-20 Horz: 1-4=-8, 4-5=-19 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-59, 1-5=-20 Horz: 1-4=1, 4-5=9 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-59, 1-5=-20 Horz: 1-4=1, 4-5=9 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 1-5=-12 Horz: 1-4=16, 4-5=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=4, 1-5=-12 Horz: 1-4=-16, 4-5=16 23) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 1-5=-20 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC12 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:16 2021 Page 3 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-ghgHWYjvF1 kIp5JYH0e4DsLHWuBtUBrtSgD55Kylla1 LOAD CASE(S) Concentrated Loads (Ib) Vert: 10=-250 24) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 1-5=-20 Concentrated Loads (Ib) Vert: 11=-250 25) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 1-5=-20 Concentrated Loads (Ib) Vert: 12=-250 26) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 1-5=-20 Concentrated Loads (Ib) Vert: 1=-250 27) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 1-5=-20 Concentrated Loads (Ib) Vert: 7=-250 28) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 1-5=-20 Concentrated Loads (Ib) Vert: 6=-250 29) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 1-5=-20 Concentrated Loads (Ib) Vert: 5=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC13 GABLE 1 1 Job Reference (optional) 1 1 Run: 8.500 s Aug16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:18 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-n4o2xEl9ne_T2PTxPRgYI HQcligvy4zAv8iBADyI la? 11-2-4 2x6 8 11-2-4 5 1.5x4 I I 9 1.5x4 'Peale = 1:18.6 3 4 1.5x4 II LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.30 BC 0.39 WB 0.08 Matrix-S DEFL. in (loc) Vert(LL) n/a - Vert(CT) n/a - Horz(CT) -0.00 4 I/defl n/a n/a n/a L/d 999 999 n/a PLATES GRIP MT20 220/195 Weight: 34 Ib FT = 20% LUMBER - TOP CHORD 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 OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING - TOP CHORD BOT CHORD REACTIONS. (Ib/size) 1=211/11-2-4 (min. 0-1-8), 4=94/11-2-4 (min. 0-1-8), 5=555/11-2-4 (min. 0-1-8) Max Horz 1=89(LC 11) Max Upliftl=-10(LC 8), 4=-6(LC 8), 5=-65(LC 8) Max Gray 1=365(LC 25), 4=301(LC 27), 5=555(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 2-5=-416/246 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 1-3-4 to 4-3-4, Interior(1) 4-3-4 to 11-0-7 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) 1, 4, 5. 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 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-68, 1-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-58, 1-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC13 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:18 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-n4o2xEl9ne_T2PTxPRgYI HQcligvy4zAv8iBADyI la? LOAD CASE(S) Uniform Loads (plf) Vert: 1-6=40, 3-6=30, 1-4=-12 Horz: 1-6=-52, 3-6=-42, 3-4=35 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=30, 3-7=50, 1-4=-12 Horz: 1-7=-42, 3-7=-62, 3-4=-21 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-47, 1-4=-20 Horz: 1-3=19, 3-4=-32 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-47, 1-4=-20 Horz: 1-3=19, 3-4=24 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=20, 1-4=-12 Horz: 1-3=-32, 3-4=18 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=9, 1-4=-12 Horz: 1-3=-21, 3-4=-15 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 1-4=-20 Horz: 1-3=1, 3-4=7 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-18, 1-4=-20 Horz: 1-3=-10, 3-4=-26 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=17, 1-4=-12 Horz: 1-3=-29, 3-4=23 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=7, 1-4=-12 Horz: 1-3=-19, 3-4=23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 1-4=-20 Horz: 1-3=1, 3-4=12 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 1-4=-20 Horz: 1-3=1, 3-4=12 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-59, 1-4=-20 Horz: 1-3=1, 3-4=5 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-50, 1-4=-20 Horz: 1-3=-8, 3-4=-19 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-59, 1-4=-20 Horz: 1-3=1, 3-4=9 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-59, 1-4=-20 Horz: 1-3=1, 3-4=9 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-12 Horz: 1-3=16, 3-4=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 1-4=-12 Horz: 1-3=-16, 3-4=16 23) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC13 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:18 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-n4o2xEl9ne_T2PTxPRgYI HQcligvy4zAv8iBADyI la? LOAD CASE(S) Concentrated Loads (Ib) Vert: 8=-250 24) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 Concentrated Loads (Ib) Vert: 9=-250 25) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 Concentrated Loads (Ib) Vert: 1=-250 26) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 Concentrated Loads (Ib) Vert: 5=-250 27) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 Concentrated Loads (Ib) Vert: 4=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC14 Valley 1 1 Job Reference (optional) 0 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:19 2021 Page 1 ID 2ar?8W2eFUCWR?TpXo8wrzylz6Y-FGMQ8alnYy6KgZ27z9BnrVzpr6DdhXMK8oSlifylla_ 9-2-4 6 1 9-2-4 7 3.00 12 1.5x4 I 2 T ST1 1.5x4 I I 3 W1 B1 2x6 8 5 1.5x4 II 9 4 1.5x4 I Scale = 1:16.3 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.19 BC 0.23 WB 0.07 Matrix-S DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 4 n/a n/a PLATES GRIP MT20 220/195 Weight: 27 Ib FT = 20% LUMBER - TOP CHORD 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 OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING - TOP CHORD BOT CHORD REACTIONS. (Ib/size) 1=137/9-1-4 (min. 0-1-8), 4=133/9-1-4 (min. 0-1-8), 5=414/9-1-4 (min. 0-1-8) Max Horz 1=71(LC 9) Max Upliftl=-5(LC 8), 4=-11(LC 8), 5=-48(LC 8) Max Gray 1=324(LC 25), 4=323(LC 27), 5=476(LC 26) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 2-5=-314/222 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 1-3-4 to 4-3-4, Interior(1) 4-3-4 to 9-0-8 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) 1, 4, 5. 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 250.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-68, 1-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-58, 1-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC14 Valley 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:19 2021 Page 2 ID 2ar?8W2eFUCWR?TpXo8wrzylz6Y-FGMQ8alnYy6KgZ27z9BnrVzpr6DdhXMK8oSlifylla_ LOAD CASE(S) Uniform Loads (plf) Vert: 1-6=44, 3-6=33, 1-4=-12 Horz: 1-6=-56, 3-6=-45, 3-4=36 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=33, 3-7=54, 1-4=-12 Horz: 1-7=-45, 3-7=-66, 3-4=-22 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-49, 1-4=-20 Horz: 1-3=21, 3-4=-33 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-49, 1-4=-20 Horz: 1-3=21, 3-4=25 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=20, 1-4=-12 Horz: 1-3=-32, 3-4=18 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=9, 1-4=-12 Horz: 1-3=-21, 3-4=-15 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 1-4=-20 Horz: 1-3=1, 3-4=7 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-18, 1-4=-20 Horz: 1-3=-10, 3-4=-26 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=17, 1-4=-12 Horz: 1-3=-29, 3-4=23 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=7, 1-4=-12 Horz: 1-3=-19, 3-4=23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 1-4=-20 Horz: 1-3=1, 3-4=12 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 1-4=-20 Horz: 1-3=1, 3-4=12 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-59, 1-4=-20 Horz: 1-3=1, 3-4=5 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-50, 1-4=-20 Horz: 1-3=-8, 3-4=-19 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-59, 1-4=-20 Horz: 1-3=1, 3-4=9 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-59, 1-4=-20 Horz: 1-3=1, 3-4=9 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-12 Horz: 1-3=16, 3-4=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 1-4=-12 Horz: 1-3=-16, 3-4=16 23) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC14 Valley 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:19 2021 Page 3 ID 2ar?8W2eFUCWR?TpXo8wrzylz6Y-FGMQ8alnYy6KgZ27z9BnrVzpr6DdhXMK8oSlifylla_ LOAD CASE(S) Concentrated Loads (Ib) Vert: 8=-250 24) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 Concentrated Loads (Ib) Vert: 9=-250 25) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 Concentrated Loads (Ib) Vert: 1=-250 26) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 Concentrated Loads (Ib) Vert: 5=-250 27) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 Concentrated Loads (Ib) Vert: 4=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC15 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:21 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-BfTAZGn 14ZN2vtCV4ZEFww2Amwn9Rucb6xslYyl IZy 7-2-4 7 2x6 7-2-4 1.5x4 I 5 8 1.5x4 II 1.5x4 I 3 4 Scale = 1:13.0 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.10 BC 0.19 WB 0.07 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 4 n/a n/a PLATES GRIP MT20 220/195 Weight: 21 Ib FT = 20% LUMBER - TOP CHORD 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 OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING - TOP CHORD BOT CHORD REACTIONS. (Ib/size) 1=109/7-2-4 (min. 0-1-8), 4=80/7-2-4 (min. 0-1-8), 5=319/7-2-4 (min. 0-1-8) Max Horz 1=53(LC 9) Max Upliftl=-4(LC 8), 4=-6(LC 8), 5=-37(LC 8) Max Gray 1=309(LC 25), 4=294(LC 27), 5=424(LC 26) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 1-3-4 to 4-5-0, Interior(1) 4-5-0 to 7-0-7 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) 1, 4, 5. 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 250.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-68, 1-4=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-58, 1-4=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC15 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:21 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-BfTAZGn 14ZN2vtCV4ZEFww2Amwn9Rucb6xslYyl IZy LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=47, 2-3=35, 1-4=-12 Horz: 1-2=-59, 2-3=-47, 3-4=37 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=35, 3-6=59, 1-4=-12 Horz: 1-6=-47, 3-6=-71, 3-4=-23 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-52, 1-4=-20 Horz: 1-3=24, 3-4=-34 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-52, 1-4=-20 Horz: 1-3=24, 3-4=26 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=20, 1-4=-12 Horz: 1-3=-32, 3-4=18 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=9, 1-4=-12 Horz: 1-3=-21, 3-4=-15 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 1-4=-20 Horz: 1-3=1, 3-4=7 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-18, 1-4=-20 Horz: 1-3=-10, 3-4=-26 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=17, 1-4=-12 Horz: 1-3=-29, 3-4=23 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=7, 1-4=-12 Horz: 1-3=-19, 3-4=23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 1-4=-20 Horz: 1-3=1, 3-4=12 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 1-4=-20 Horz: 1-3=1, 3-4=12 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-59, 1-4=-20 Horz: 1-3=1, 3-4=5 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-50, 1-4=-20 Horz: 1-3=-8, 3-4=-19 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-59, 1-4=-20 Horz: 1-3=1, 3-4=9 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-59, 1-4=-20 Horz: 1-3=1, 3-4=9 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-12 Horz: 1-3=16, 3-4=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 1-4=-12 Horz: 1-3=-16, 3-4=16 23) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC15 GABLE 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:21 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-BfTAZGn 14ZN2vtCV4ZEFww2Amwn9Rucb6xslYyl IZy LOAD CASE(S) Concentrated Loads (Ib) Vert: 7=-250 24) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 Concentrated Loads (Ib) Vert: 8=-250 25) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 Concentrated Loads (Ib) Vert: 1=-250 26) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 Concentrated Loads (Ib) Vert: 5=-250 27) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-20 Concentrated Loads (Ib) Vert: 4=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC16 Valley 1 1 Job Reference (optional) ex Run: 8.500 s Aug16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:22 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-frl ZmcofrtVvX0nieHI UT7bK9JD8uvCmgmgPl_yl IZx 5-2-4 5-2-4 3.00 TIT. T 4 1.5x4 II 2 W1 B1 ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ 2x6 5 1.5x4 II 3 Scale = 1:9.8 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.18 BC 0.31 WB 0.00 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 3 n/a n/a PLATES GRIP MT20 220/195 Weight: 14 Ib FT = 20% LUMBER - TOP CHORD 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 REACTIONS. (Ib/size) 1=166/5-1-4 (min. 0-1-8), 3=166/5-1-4 (min. 0-1-8) Max Horz 1=35(LC 11) Max Upliftl=-14(LC 8), 3=-17(LC 8) Max Gray 1=340(LC 24), 3=340(LC 25) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 5-2-4 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 1-3-4 to 4-3-4, Interior(1) 4-3-4 to 5-0-8 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) 1, 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 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 1-3=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 1-3=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC16 Valley 1 1 Job Reference (optional) Run: 8.500 s Aug16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:22 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-fr1 ZmcofrtVvX0nieHI UT7bK9JD8uvCmgmgPl_yl IZx LOAD CASE(S) Uniform Loads (plf) Vert: 1-4=51, 2-4=35, 1-3=-12 Horz: 1-4=-63, 2-4=-47, 2-3=38 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=65, 1-3=-12 Horz: 1-2=-77, 2-3=-24 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 1-3=-20 Horz: 1-2=26, 2-3=-35 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 1-3=-20 Horz: 1-2=26, 2-3=27 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=20, 1-3=-12 Horz: 1-2=-32, 2-3=18 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 1-3=-12 Horz: 1-2=-21, 2-3=-15 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 1-3=-20 Horz: 1-2=1, 2-3=7 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-18, 1-3=-20 Horz: 1-2=-10, 2-3=-26 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 1-3=-12 Horz: 1-2=-29, 2-3=23 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 1-3=-12 Horz: 1-2=-19, 2-3=23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 1-3=-20 Horz: 1-2=1, 2-3=12 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 1-3=-20 Horz: 1-2=1, 2-3=12 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 1-3=-20 Horz: 1-2=1, 2-3=5 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-50, 1-3=-20 Horz: 1-2=-8, 2-3=-19 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 1-3=-20 Horz: 1-2=1, 2-3=9 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 1-3=-20 Horz: 1-2=1, 2-3=9 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-12 Horz: 1-2=16, 2-3=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 1-3=-12 Horz: 1-2=-16, 2-3=16 23) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-20 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC16 Valley 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:23 2021 Page 3 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-71 bx_yolbBdm9AMuC_Gj?L7VvjZNdMSv3QQygRyIIZw LOAD CASE(S) Concentrated Loads (Ib) Vert: 5=-250 24) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-20 Concentrated Loads (Ib) Vert: 1=-250 25) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-20 Concentrated Loads (Ib) Vert: 3=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC17 Valley 1 1 Job Reference (optional) 1 0 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:24 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-bE9JBHpwMUldmKw4linyYYgi u7xMMpi3H49WMtyl IZv 3-2-4 3-2-4 3.00 12 2 •••••••• • ••••••••••••••••••••••• • • • ••• • ••••••••••••••••••••••• • • ••• • • • •�•�•�•�•�•�•�•�•�•�•••••• 2x6 4 3 u) Scale = 1:6.6 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TP12014 CSI. TC 0.04 BC 0.13 WB 0.00 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) -0.01 1-3 >999 240 Vert(CT) -0.01 1-3 >999 180 Horz(CT) -0.00 2 n/a n/a PLATES GRIP MT20 220/195 Weight: 7 Ib FT = 20% LUMBER - TOP CHORD 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 BRACING - TOP CHORD BOT CHORD REACTIONS. All bearings 3-1-4. (Ib) - Max Horz 1=15(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) 1, 2 Max Gray All reactions 250 Ib or less at joint(s) 2, 2 except 1=295(LC 24), 3=269(LC 25) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Structural wood sheathing directly applied or 3-2-4 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 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 250.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 1-3=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 1-3=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC17 Valley 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:24 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-bE9JBHpwMUldmKw4linyYYgi u7xMMpi3H49WMtyl IZv LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=52, 1-3=-12 Horz: 1-2=-64 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=65, 1-3=-12 Horz: 1-2=-77 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 1-3=-20 Horz: 1-2=26 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 1-3=-20 Horz: 1-2=26 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=20, 1-3=-12 Horz: 1-2=-32 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 1-3=-12 Horz: 1-2=-21 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 1-3=-20 Horz: 1-2=1 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-18, 1-3=-20 Horz: 1-2=-10 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 1-3=-12 Horz: 1-2=-29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 1-3=-12 Horz: 1-2=-19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 1-3=-20 Horz: 1-2=1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 1-3=-20 Horz: 1-2=1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 1-3=-20 Horz: 1-2=1 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-50, 1-3=-20 Horz: 1-2=-8 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 1-3=-20 Horz: 1-2=1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 1-3=-20 Horz: 1-2=1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-12 Horz: 1-2=16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 1-3=-12 Horz: 1-2=-16 23) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-20 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC17 Valley 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:24 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-bE9JBHpwMUldmKw4linyYYgi u7xMMpi3H49WMtyl IZv LOAD CASE(S) Concentrated Loads (Ib) Vert: 4=-250 24) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-20 Concentrated Loads (Ib) Vert: 1=-250 25) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-20 Concentrated Loads (Ib) Vert: 3=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC18 Valley 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:25 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-3QjhPdgY7otTOUVHJPIB5mDntXD 15FiCWjv3vJyl IZu 15-2-4 3x4 10 15-2-4 7 1.5x4 I I 11 6 1.5x4 I I 12 Scale = 1:24.6 1.5x4 II 1.5x4 I I LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.34 BC 0.42 WB 0.08 Matrix-S DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) -0.00 5 n/a n/a PLATES GRIP MT20 220/195 Weight: 50 Ib FT = 20% LUMBER - TOP CHORD 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 OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF Stud G BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 15-1-4. (Ib) - Max Horz 1=125(LC 11) Max Uplift All uplift 100 Ib or less at joint(s) 1, 5, 7, 6 Max Gray All reactions 250 Ib or less at joint(s) except 1=376(LC 26), 5=338(LC 29), 7=558(LC 1), 6=393(LC 28) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 2-7=-414/176 NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 1-3-4 to 4-3-4, Interior(1) 4-3-4 to 15-0-8 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) 1, 5, 7, 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 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-68, 1-5=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-58, 1-5=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-28, 1-5=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC18 Valley 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:26 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-YcH3czrAu6?K0e4Tt7pQdzlycwZGgiyMINecRlyl IZt LOAD CASE(S) Uniform Loads (plf) Vert: 1-8=36, 4-8=25, 1-5=-12 Horz: 1-8=-48, 4-8=-37, 4-5=34 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-9=25, 4-9=36, 1-5=-12 Horz: 1-9=-37, 4-9=-48, 4-5=-20 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-44, 1-5=-20 Horz: 1-4=16, 4-5=-31 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-44, 1-5=-20 Horz: 1-4=16, 4-5=23 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=20, 1-5=-12 Horz: 1-4=-32, 4-5=18 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=9, 1-5=-12 Horz: 1-4=-21, 4-5=-15 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-29, 1-5=-20 Horz: 1-4=1, 4-5=7 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-18, 1-5=-20 Horz: 1-4=-10, 4-5=-26 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=17, 1-5=-12 Horz: 1-4=-29, 4-5=23 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=7, 1-5=-12 Horz: 1-4=-19, 4-5=23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-29, 1-5=-20 Horz: 1-4=1, 4-5=12 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-29, 1-5=-20 Horz: 1-4=1, 4-5=12 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-4=-28, 1-5=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-59, 1-5=-20 Horz: 1-4=1, 4-5=5 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-50, 1-5=-20 Horz: 1-4=-8, 4-5=-19 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-59, 1-5=-20 Horz: 1-4=1, 4-5=9 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-59, 1-5=-20 Horz: 1-4=1, 4-5=9 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 1-5=-12 Horz: 1-4=16, 4-5=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=4, 1-5=-12 Horz: 1-4=-16, 4-5=16 23) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 1-5=-20 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VC18 Valley 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:26 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-YcH3czrAu6?K0e4Tt7pQdzlycwZGgiyMINecRlyl IZt LOAD CASE(S) Concentrated Loads (Ib) Vert: 10=-250 24) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 1-5=-20 Concentrated Loads (Ib) Vert: 11=-250 25) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 1-5=-20 Concentrated Loads (Ib) Vert: 12=-250 26) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 1-5=-20 Concentrated Loads (Ib) Vert: 1=-250 27) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 1-5=-20 Concentrated Loads (Ib) Vert: 7=-250 28) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 1-5=-20 Concentrated Loads (Ib) Vert: 6=-250 29) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 1-5=-20 Concentrated Loads (Ib) Vert: 5=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VH01 Valley 1 1 Job Reference (optional) 0 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:27 2021 Page 1 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-OpgSgJsofP7BdoffRq LfABIA8KxbZAW_1 OAzCyI IZs 4-5-8 8-11-0 4-5-8 3.00 12 T1 5 4x5 = W1 T1 4-5-8 6 3 2x6 4-5-8 7 4 1.5x4 II 8 8-11-0 2x6 4-5-8 4-5-8 Scale: 3/4"=1' LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.17 BC 0.22 WB 0.06 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 3 n/a n/a PLATES GRIP MT20 220/195 Weight: 23 Ib FT = 20% LUMBER - TOP CHORD 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 BRACING - TOP CHORD BOT CHORD REACTIONS. (Ib/size) 1=152/8-11-0 (min. 0-1-8), 3=152/8-11-0 (min. 0-1-8), 4=332/8-11-0 (min. 0-1-8) Max Horz 1=-10(LC 10) Max Upliftl=-21(LC 8), 3=-22(LC 9), 4=-4(LC 12) Max Gray 1=329(LC 29), 3=329(LC 31), 4=440(LC 30) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-10-3 to 3-10-3, Interior(1) 3-10-3 to 4-5-8, Exterior(2R) 4-5-8 to 7-5-8, Interior(1) 7-5-8 to 8-0-13 zone; cantilever left and right exposed ; end 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 Ib uplift at joint(s) 1, 3, 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 250.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 2-3=-68, 1-3=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 2-3=-58, 1-3=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 1-3=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VH01 Valley 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:27 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-OpgSgJsofP7BdoffRq LfABIA8KxbZAW_1 OAzCyI IZs LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=45, 2-6=65, 3-6=45, 1-3=-12 Horz: 1-2=-57, 2-6=77, 3-6=57 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=45, 2-5=65, 2-3=45, 1-3=-12 Horz: 1-5=-57, 2-5=-77, 2-3=57 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-49, 2-3=-49, 1-3=-20 Horz: 1-2=21, 2-3=-21 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-49, 2-3=-49, 1-3=-20 Horz: 1-2=21, 2-3=-21 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=20, 2-3=9, 1-3=-12 Horz: 1-2=-32, 2-3=21 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 2-3=20, 1-3=-12 Horz: 1-2=-21, 2-3=32 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-3=-18, 1-3=-20 Horz: 1-2=1, 2-3=10 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-18, 2-3=-29, 1-3=-20 Horz: 1-2=-10, 2-3=-1 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-3=17, 1-3=-12 Horz: 1-2=-29, 2-3=29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 2-3=7, 1-3=-12 Horz: 1-2=-19, 2-3=19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-3=-29, 1-3=-20 Horz: 1-2=1, 2-3=-1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-3=-29, 1-3=-20 Horz: 1-2=1, 2-3=-1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 1-3=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 2-3=-50, 1-3=-20 Horz: 1-2=1, 2-3=8 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-50, 2-3=-59, 1-3=-20 Horz: 1-2=-8, 2-3=-1 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 2-3=-59, 1-3=-20 Horz: 1-2=1, 2-3=-1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 2-3=-59, 1-3=-20 Horz: 1-2=1, 2-3=-1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 1-3=-12 Horz: 1-2=16, 2-3=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=4, 1-3=-12 Horz: 1-2=-16, 2-3=16 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 2-3=-28, 1-3=-20 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VH01 Valley 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:27 2021 Page 3 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-OpgSgJsofP7BdoffRq LfABIA8KxbZAW_1 OAzCyI IZs LOAD CASE(S) 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-68, 1-3=-20 25) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 2-3=-28, 1-3=-20 26) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-58, 1-3=-20 27) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 1-3=-20 Concentrated Loads (Ib) Vert: 7=-250 28) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 1-3=-20 Concentrated Loads (Ib) Vert: 8=-250 29) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 1-3=-20 Concentrated Loads (Ib) Vert: 1=-250 30) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 1-3=-20 Concentrated Loads (Ib) Vert: 4=-250 31) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 1-3=-20 Concentrated Loads (Ib) Vert: 3=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VH02 Valley 1 1 Job Reference (optional) v d 0 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:29 2021 Page 1 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-yByCE?t2B1 Nvt5p2YFN7FcNYZ8d114xoRLtH24y1IZq 2-9-13 5-7-10 2-9-13 3.00 ff T 3x4 = 2 2-9-13 3 B1 l♦l♦l♦lillth ♦rAraniPAraniPanill O♦I♦l♦l♦l♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦rAraniP♦r♦lP♦r♦l♦l♦l♦l♦ ♦ ♦ ♦ ♦n♦t♦r♦ y♦ ♦ ♦ ♦ ♦e♦l♦l♦p♦heal♦ anger aranniPanr ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ 2x6 4 5-6-10 2x6 Scale = 1:10.0 5,7-10 5-6-10 0'--1 '0 0 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.04 BC 0.24 WB 0.00 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 3 n/a n/a PLATES GRIP MT20 220/195 Weight: 12 Ib FT = 20% LUMBER - TOP CHORD 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 REACTIONS. (Ib/size) 1=136/5-5-10 (min. 0-1-8), 3=136/5-5-10 (min. 0-1-8) Max Horz 1=4(LC 11) Max Upliftl=-8(LC 12), 3=-8(LC 12) Max Gray 1=324(LC 28), 3=324(LC 29) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 5-7-10 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) 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 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 Ib uplift at joint(s) 1, 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 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 2-3=-68, 1-3=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 2-3=-58, 1-3=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 1-3=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VH02 Valley 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:29 2021 Page 2 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-yByCE?t2B1 Nvt5p2YFN7FcNYZ8d114xoRLtH24y1IZq LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=53, 2-3=53, 1-3=-12 Horz: 1-2=-65, 2-3=65 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=81, 2-3=53, 1-3=-12 Horz: 1-2=-93, 2-3=65 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 1-3=-20 Horz: 1-2=26, 2-3=-26 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 1-3=-20 Horz: 1-2=26, 2-3=-26 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=20, 2-3=9, 1-3=-12 Horz: 1-2=-32, 2-3=21 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 2-3=20, 1-3=-12 Horz: 1-2=-21, 2-3=32 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-3=-18, 1-3=-20 Horz: 1-2=1, 2-3=10 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-18, 2-3=-29, 1-3=-20 Horz: 1-2=-10, 2-3=-1 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-3=17, 1-3=-12 Horz: 1-2=-29, 2-3=29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 2-3=7, 1-3=-12 Horz: 1-2=-19, 2-3=19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-3=-29, 1-3=-20 Horz: 1-2=1, 2-3=-1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-3=-29, 1-3=-20 Horz: 1-2=1, 2-3=-1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 1-3=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 2-3=-50, 1-3=-20 Horz: 1-2=1, 2-3=8 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-50, 2-3=-59, 1-3=-20 Horz: 1-2=-8, 2-3=-1 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 2-3=-59, 1-3=-20 Horz: 1-2=1, 2-3=-1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 2-3=-59, 1-3=-20 Horz: 1-2=1, 2-3=-1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 1-3=-12 Horz: 1-2=16, 2-3=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=4, 1-3=-12 Horz: 1-2=-16, 2-3=16 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 2-3=-28, 1-3=-20 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VH02 Valley 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:29 2021 Page 3 ID:2ar?8W2eFUCWR?TpXo8wrzylz6Y-yByCE?t2B1 Nvt5p2YFN7FcNYZ8d114xoRLtH24y1IZq LOAD CASE(S) 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-68, 1-3=-20 25) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 2-3=-28, 1-3=-20 26) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-58, 1-3=-20 27) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 1-3=-20 Concentrated Loads (Ib) Vert: 4=-250 28) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 1-3=-20 Concentrated Loads (Ib) Vert: 1=-250 29) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 1-3=-20 Concentrated Loads (Ib) Vert: 3=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VJ01 Valley 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:30 2021 Page 1 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-QN WaSLuhyKVmU FOE6yuMopwfuYxrmXBxg?cgaXyl IZp 5-10-8 5-10-8 3.00 12 T 4 1.5x4 11 2 W1 B1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •�•�•••�•�•�•�•�•�•�•�•••�•�•�• 5 2x6 1.5x4 II 3 Scale = 1:10.6 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.26 BC 0.38 WB 0.00 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 3 n/a n/a PLATES GRIP MT20 220/195 Weight: 16 Ib FT = 20% LUMBER - TOP CHORD 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 REACTIONS. (Ib/size) 1=196/5-9-8 (min. 0-1-8), 3=196/5-9-8 (min. 0-1-8) Max Horz 1=41(LC 11) Max Upliftl=-16(LC 8), 3=-20(LC 8) Max Gray 1=357(LC 24), 3=357(LC 25) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 1-3-4 to 4-3-4, Interior(1) 4-3-4 to 5-8-12 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) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) 1, 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 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 1-3=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 1-3=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VJ01 Valley 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:30 2021 Page 2 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-QN WaSLuhyKVmU FOE6yuMopwfuYxrmXBxg?cgaXyl IZp LOAD CASE(S) Uniform Loads (plf) Vert: 1-4=50, 2-4=35, 1-3=-12 Horz: 1-4=-62, 2-4=-47, 2-3=38 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=63, 1-3=-12 Horz: 1-2=-75, 2-3=-24 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 1-3=-20 Horz: 1-2=26, 2-3=-35 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 1-3=-20 Horz: 1-2=26, 2-3=27 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=20, 1-3=-12 Horz: 1-2=-32, 2-3=18 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 1-3=-12 Horz: 1-2=-21, 2-3=-15 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 1-3=-20 Horz: 1-2=1, 2-3=7 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-18, 1-3=-20 Horz: 1-2=-10, 2-3=-26 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 1-3=-12 Horz: 1-2=-29, 2-3=23 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 1-3=-12 Horz: 1-2=-19, 2-3=23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 1-3=-20 Horz: 1-2=1, 2-3=12 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 1-3=-20 Horz: 1-2=1, 2-3=12 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 1-3=-20 Horz: 1-2=1, 2-3=5 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-50, 1-3=-20 Horz: 1-2=-8, 2-3=-19 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 1-3=-20 Horz: 1-2=1, 2-3=9 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 1-3=-20 Horz: 1-2=1, 2-3=9 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-12 Horz: 1-2=16, 2-3=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 1-3=-12 Horz: 1-2=-16, 2-3=16 23) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-20 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VJ01 Valley 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:30 2021 Page 3 I D:2ar?8W2eFUCW R?TpXo8wrzylz6Y-QN WaSLuhyKVmU FOE6yuMopwfuYxrmXBxg?cgaXyl IZp LOAD CASE(S) Concentrated Loads (Ib) Vert: 5=-250 24) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-20 Concentrated Loads (Ib) Vert: 1=-250 25) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-20 Concentrated Loads (Ib) Vert: 3=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VJ02 Valley 2 1 Job Reference (optional) 0 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:32 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-MmeLtOvxUylUkZYd DNwrtE?2H Lg I EQg E7J5xePyl IZn 3-10-8 3-10-8 3.00 ff T 2 B1 • • •♦♦♦♦♦♦♦♦♦♦• ♦♦♦♦• •♦♦♦♦♦♦♦♦♦♦• ♦♦♦♦•♦•♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦• •♦♦♦♦♦♦ ♦ ♦ ♦ ♦ • •♦•♦• • • • • ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ • •♦•♦• • • • • ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ • •♦•♦♦ • • • • • •♦�♦�♦�♦�♦�♦�♦�♦�♦�•�•�•♦♦�•�• •• •♦�♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦••♦ 2x6 3-10-8 4 3 3-9-8 Scale = 1:7.4 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.08 BC 0.19 WB 0.00 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) -0.02 1-3 >999 240 Vert(CT) -0.02 1-3 >999 180 Horz(CT) -0.00 2 n/a n/a PLATES GRIP MT20 220/195 Weight: 9 Ib FT = 20% LUMBER - TOP CHORD 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 BRACING - TOP CHORD BOT CHORD REACTIONS. All bearings 3-9-8. (Ib) - Max Horz 1=21(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) 1, 2 Max Gray All reactions 250 Ib or less at joint(s) 2, 2 except 1=312(LC 24), 3=276(LC 25) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Structural wood sheathing directly applied or 3-10-8 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 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 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 1-3=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 1-3=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VJ02 Valley 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:32 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-MmeLtOvxUylUkZYd DNwrtE?2H Lg I EQg E7J5xePyl IZn LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=52, 1-3=-12 Horz: 1-2=-64 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=65, 1-3=-12 Horz: 1-2=-77 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 1-3=-20 Horz: 1-2=26 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 1-3=-20 Horz: 1-2=26 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=20, 1-3=-12 Horz: 1-2=-32 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 1-3=-12 Horz: 1-2=-21 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 1-3=-20 Horz: 1-2=1 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-18, 1-3=-20 Horz: 1-2=-10 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 1-3=-12 Horz: 1-2=-29 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 1-3=-12 Horz: 1-2=-19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 1-3=-20 Horz: 1-2=1 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 1-3=-20 Horz: 1-2=1 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 1-3=-20 Horz: 1-2=1 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-50, 1-3=-20 Horz: 1-2=-8 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 1-3=-20 Horz: 1-2=1 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 1-3=-20 Horz: 1-2=1 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-12 Horz: 1-2=16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 1-3=-12 Horz: 1-2=-16 23) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-20 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VJ02 Valley 2 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:32 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-MmeLtOvxUylUkZYd DNwrtE?2H Lg I EQg E7J5xePyl IZn LOAD CASE(S) Concentrated Loads (Ib) Vert: 4=-250 24) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-20 Concentrated Loads (Ib) Vert: 1=-250 25) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-20 Concentrated Loads (Ib) Vert: 3=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VJO3 Valley 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:33 2021 Page 1 ID 2ar?8W2eFUCWR?TpXo8wrzylz6Y-gyCj4MwZFFtLLj6pn5S4PSYAiIxAztwNMzrUBryIIZm 6-1-0 6-1-0 2x6 6 1.5x4 I 1.5x4 II 2 3 Scale = 1:11.0 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.29 BC 0.41 WB 0.00 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 3 n/a n/a PLATES GRIP MT20 220/195 Weight: 16 Ib FT = 20% LUMBER - TOP CHORD 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 REACTIONS. (Ib/size) 1=205/6-0-0 (min. 0-1-8), 3=205/6-0-0 (min. 0-1-8) Max Horz 1=43(LC 11) Max Upliftl=-17(LC 8), 3=-21(LC 8) Max Gray 1=362(LC 24), 3=362(LC 25) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 1-3-4 to 4-3-4, Interior(1) 4-3-4 to 5-11-3 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) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) 1, 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 250.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 1-3=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 1-3=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VJ03 Valley 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:33 2021 Page 2 ID 2ar?8W2eFUCWR?TpXo8wrzylz6Y-gyCj4MwZFFtLLj6pn5S4PSYAiIxAztwNMzrUBryIIZm LOAD CASE(S) Uniform Loads (plf) Vert: 1-5=50, 2-5=35, 1-3=-12 Horz: 1-5=-62, 2-5=-47, 2-3=38 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=35, 2-4=63, 1-3=-12 Horz: 1-4=-47, 2-4=-75, 2-3=-24 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-53, 1-3=-20 Horz: 1-2=25, 2-3=-35 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-53, 1-3=-20 Horz: 1-2=25, 2-3=27 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=20, 1-3=-12 Horz: 1-2=-32, 2-3=18 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 1-3=-12 Horz: 1-2=-21, 2-3=-15 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 1-3=-20 Horz: 1-2=1, 2-3=7 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-18, 1-3=-20 Horz: 1-2=-10, 2-3=-26 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 1-3=-12 Horz: 1-2=-29, 2-3=23 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 1-3=-12 Horz: 1-2=-19, 2-3=23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 1-3=-20 Horz: 1-2=1, 2-3=12 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 1-3=-20 Horz: 1-2=1, 2-3=12 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 1-3=-20 Horz: 1-2=1, 2-3=5 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-50, 1-3=-20 Horz: 1-2=-8, 2-3=-19 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 1-3=-20 Horz: 1-2=1, 2-3=9 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 1-3=-20 Horz: 1-2=1, 2-3=9 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-12 Horz: 1-2=16, 2-3=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 1-3=-12 Horz: 1-2=-16, 2-3=16 23) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-20 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VJ03 Valley 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:33 2021 Page 3 ID 2ar?8W2eFUCWR?TpXo8wrzylz6Y-gyCj4MwZFFtLLj6pn5S4PSYAiIxAztwNMzrUBryIIZm LOAD CASE(S) Concentrated Loads (Ib) Vert: 6=-250 24) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-20 Concentrated Loads (Ib) Vert: 1=-250 25) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-20 Concentrated Loads (Ib) Vert: 3=-250 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VJO4 Valley 1 1 Job Reference (optional) 1 Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:34 2021 Page 1 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-J9m5I ixBOZ?Czsh?LozJyf4Oe9KgiKAXbda2j IyI IZI 4-1-0 4-1-0 3.00 12 T 2 1.5x4 W1 B1 2x6 4 1.5x4 II 3 Scale = 1:7.6 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2018/TPI2014 CSI. TC 0.09 BC 0.20 WB 0.00 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 3 n/a n/a PLATES GRIP MT20 220/195 Weight: 10 Ib FT = 20% LUMBER - TOP CHORD 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 REACTIONS. (Ib/size) 1=117/4-0-0 (min. 0-1-8), 3=117/4-0-0 (min. 0-1-8) Max Horz 1=25(LC 11) Max Upliftl=-10(LC 8), 3=-12(LC 8) Max Gray 1=314(LC 24), 3=314(LC 25) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) 1, 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 250.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 1-3=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 1-3=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VJ04 Valley 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:34 2021 Page 2 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-J9m5I ixBOZ?Czsh?LozJyf4Oe9KgiKAXbda2j IyI IZI LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=52, 1-3=-12 Horz: 1-2=-64, 2-3=38 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=65, 1-3=-12 Horz: 1-2=-77, 2-3=-24 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 1-3=-20 Horz: 1-2=26, 2-3=-35 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 1-3=-20 Horz: 1-2=26, 2-3=27 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=20, 1-3=-12 Horz: 1-2=-32, 2-3=18 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 1-3=-12 Horz: 1-2=-21, 2-3=-15 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 1-3=-20 Horz: 1-2=1, 2-3=7 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-18, 1-3=-20 Horz: 1-2=-10, 2-3=-26 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 1-3=-12 Horz: 1-2=-29, 2-3=23 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 1-3=-12 Horz: 1-2=-19, 2-3=23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 1-3=-20 Horz: 1-2=1, 2-3=12 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 1-3=-20 Horz: 1-2=1, 2-3=12 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 1-3=-20 Horz: 1-2=1, 2-3=5 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-50, 1-3=-20 Horz: 1-2=-8, 2-3=-19 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 1-3=-20 Horz: 1-2=1, 2-3=9 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 1-3=-20 Horz: 1-2=1, 2-3=9 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-12 Horz: 1-2=16, 2-3=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 1-3=-12 Horz: 1-2=-16, 2-3=16 23) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-20 Continued on page 3 Job Truss Truss Type Qty Ply Calle Guaymass- Lot 41 21-006194 VJ04 Valley 1 1 Job Reference (optional) Run: 8.500 s Aug 16 2021 Print: 8.500 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:53:34 2021 Page 3 I D:2ar?8W2eFUCWR?TpXo8wrzylz6Y-J9m5I ixBOZ?Czsh?LozJyf40e9KgiKAXbda2j IyI IZI LOAD CASE(S) Concentrated Loads (Ib) Vert: 4=-250 24) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-20 Concentrated Loads (Ib) Vert: 1=-250 25) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 1-3=-20 Concentrated Loads (Ib) Vert: 3=-250