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BRES2018-0270 Truss Calcs� �_3JYc-) &Y%7� Integra Truss, Inc. w Integra Project Information ZERBST RESIDENCE La Quinta, California Job Number: WB180072 Status: Submittal Project Manager: John Hernandez��,, Designer: Tracy Allen Date: January 23,2019 Customer: Ranger Enterprises '% �►,b 02.7110 CITE OF __LA_ QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE nATE L'I"Ut�y FEB 07 2019 .ar Approved LA City Fabricator FB03120 Integra Truss, Inc. 1 1350 E. Barbour St. Banning, CA 92220 22MD BOB RA STRUCTURAL ENGINEERING, INC. MI&EWED ❑ REVISE & RESUBMIT ❑REJECTED ❑ FURNISH AS CORRECTED Corrections or comments made on the shop draw- ings during this review do not relieve contractor from compliance with the requirements of the drawings and specifications. This check is only For review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contrctor is responsible for confirming and correlating ail quan- tities and dimensions; selecting fhbricatiori processes and techniques of construction; coordinating their work with that of all other trades, and performing their work in a safe satisfactory manner. �, � • D�t4 n210�l lq Ni c+Trzn. rm wr mso bsnu 1n P,i m4p�wNMmwenry �Nbilry W [ulr�YllrRy riie'rN BOB to-p.1W BOB 10'4- ClmGsoei RE ED FOR CODE COMPLIANCE DATE BOB 1r'Qw '? �' -3YO 0,0/v �j al /L-) I 6 M - �'�uppoil�Nu `OolTnga�'Sf�1�19- Roci7ru��a Roof Truss, B01 MUS26 Roof Truss, A04 Roof Truss, C01 HGUS26-2 Roof Truss, B01 'ROM Truss, J01 MUS26 Roof Truss, C06 Rod Truss, J01 MUS26 Roof Truss, C07 Roof Truss, J01 MUS26 Roof Truss, COB 'Rod Tru: JO1 MUS26 Roof Truss, COB RoofTruss, J01 MUS26 Roof Truss, C10A Roof Truss, F01 MUS26 Roof Trues, G01 Roof Trues, F01 MUS26 Roof Truss, G02 Roof Trusa, F01 MUS26 Roof Truss, G03 WALL / LEDGER MUS26 Roof Truss, D04 TO D11 BEAM I LEDGER HGUS26.2 Roof Truss, K01 BEAM I LEDGER MUS26 Roof Truss, K02 BEAM I LEDGER MUS26 Roof Truss, K03 BEAM I LEDGER HGUS26-2 Roof Truss, K04 SEAM / LEDGER MUS26 Roof Truss, L01 I L02 BEAM / LEDGER MUS26 Roof Truss, M01 I M16 BERM I LEDGER MUS26 Roof Truss, MM01 SEMI I LEDGER MUS26 Roof Truss, HIP JACKS Rool Truss, AO1 J THA26 Roof Truss, CGA1 AN. Trues, A01 THA26 Roof Truss, CGA1A RON Truss, CO, HTU26 SKW Roof Truss, CGC1 ROMTruss, CIO HTU26 SKW Roof Truss, CGC10 Roo} Truss, D01 THJA26 Roof Truss, CGD1 ROW Truss, DO1 HTU26 SKW Roof Truss, CGD1A ROW Truss, D20 HTU26 SKW Roof Truss, CG020 Rost Truss, D20 HTU26 SKW Roof TrussCOD20A Roof Truss, F01 HTU26 SKW Roof Truss,, CGF1 Rod Truss, F02 HTU26 SKW Roof Truss, COF2 Roof Truss. F02 HTU26 SKW Roof Truss, CGF2A Rod Truss, H01 HTU26 SKW Roof Truss, CGH1 Roof Truss, H01 HTU26 SKW Roof Truss, CGH1A Roof Truss, K01 THJA26 Roof Truss, CGK1 Roof Truss, K01 THJA26 Roof Truss, CGK1A Roof TN B, K04 HTU26 SKW Roof Truss, CGK4 Roof Truss, K04 HTU26 SKIN Roof Truss, COK4A Roof Truss, N01 HTU26 SKW Roof Truss, CGN1 Roof Truse, N01 HTU26 SKW Roof Trues, CGN1A Rod Truss, NO2 HTU26 SKW Roof Truss, CGN2 Rod Truss, NO2 HTU26 SKW Roof Truss, CGN2A EAM B/ LEDGER HTU26 SKW Roof Truss, CGN2 BEAM / LEDGER HTU26 SKW Roof Truss, CGN2A Roof Truss, CGD20A TJC37 ROof Truss, CG020B W Troso, ED2004A TJC37 Roof Truss, CGD20B INTEGRA T��7G OT RESPONSIBLE FOR PLATE HGEAM HGHTS THAT ARECALLED O PLATE HGHT AND BEAM HGHTS TO BE VERIFIED BY CUSTOMER PLATE HGHT AT GREAT ROOM 16"-5-314" PLATE HGHT AT MASTER BEDROOM 14'-0-314" ALL OTHER PLATE HGHTS 10' 0-3/4" U,N, O. RECEIVED FEB 21.E Zoi`l CITY OF LA QUINTA COMMUNITY ME►IiELOPMENT } J CZ L V Q Z LLU L LU U Q J L/1 Ln D a Ln c a° L a 0) c a c a E le rn � •c m v a c H � C A C v` rn c p E c z a C a �c n' C N W � a 0 c � a y. v c 2 n t T u w o-5 . vE N cc u 0 O rna i m 00 a N � r a 3 m E c � col v � - L W � LY a c ca � v — z c a w � Y« O 2 �o « o m a a w „ a w ? f L c o n rn c 0T �- i _ ma 3 a a �c o m 0 v y o o a c �Io CU ri ; u E hs c � �0z o w ++ m �E2 m na 3 M Z ? € o goof Truss, A01 THJA26 Roof Truss, CGA1 Roof Truss, A01 THJA26 Roof Truss, CGA1A Roof Truss, CO HTU26 SKW Roof Truss, CGC1 Roof Truss, C10 HTU26 SKW Roof Truss, CGC 10 Roof Truss, D01 THJA26 Roof Truss, CGD1 Roof Truss, D01 HTU26 SKW Roof Truss, CGD1A Roof Truss, D20 HTU26 SKW Roof Truss, CGD20 Roof Truss, D20 HTU26 SKW Roof Truss, CGD20A Roof Truss, F01 HTU26 SKW Roof Truss, CGF1 Roof Truss, F02 HTU26 SKW Roof Truss, CGF2 Roof Truss, F02 HTU26 SKW Roof Truss, CGF2A Roof Truss, H01 HTU26 SKW Roof Truss, CGH1 Roof Truss, HO1 HTU26 SKW Roof Truss, CGH1A Roof Truss, K01 THJA26 Roof Truss, CGK1 Roof Truss, K01 THJA26 Roof Truss, CGK1A Roof Truss, K04 HTU26 SKW Roof Truss, CGK4 Roof Truss, K04 HTU26 SKW Roof Truss, CGK4A Roof Truss, N01 HTU26 SKW Roof Truss, CGN1 Roof Truss, N01 HTU26 SKW Roof Truss, CGN1A Roof Truss, NO2 HTU26 SKW Roof Truss, CGN2 Roof Truss, NO2 HTU26 SKW Roof Truss, CGN2A SEAM / LEDGER HTU26 SKW Roof Truss, CGN2 SEAM / LEDGER HTU26 SKW Roof Truss, CGN2A Roof Truss, CGD20A TJC37 Roof Truss, CGD20B Roof Truss, ED2004A TJC37 Roof Truss, CGD20B INTEGRA TRUSS IS NOT RESPONSIBLE FOR PLATE HGHTS AND BEAM HGHTS THAT ARE CALLED OUT PLATE HGHT AND BEAM HGHTS TO BE VERIFIED BY CUSTOMER PLATE HGHT AT GREAT ROOM 16"-5-3/4" PLATE HGHT AT MASTER BEDROOM 14'-0-3/4" ALL OTHER PLATE HGHTS 10'-0-3/4" U_Ra a �l a $ Lam\ c c -0 rn rn ♦� a � v C c w � v a � c a f0 L � H J QI O — C N qa C � a c a ``p E p` u c a .T N L � C � O a � �= d c a v c ° rn � w v c 2 O a L d J w t z w• O " Ecu E C a J 4L c o C) I.L c C) 00 V n m Q �3 0 E n LU rnt QC a C a c LU rn'v c_ J V Z Q c 2 v a) J Y Y 4. a o o b � N °o a a a '^ $ a m Y N c o rn c H � � o � v a � � C v m cl a y o m > °a a p `o p w � c ° 1O •- E J a '— c +• c v� C O a Q% O O m u E o a = v 0 w o � o r �N a a) m r o laf J o v N� rna •c m p i L m Q) c N rn c v E QC1 ~ C a a 0 n '0v3 f0 �O Z 0 c a a o w L Em "ob Truss Truss Type i /B180072 1A01 CALIFORNIA GIRDER Integra Truss, Bannlncg, Qk 1-0�0 3-8-10 1-0-0 3-8-10 4.00 12 LOADING (psi) SPACING- 2-0-0 -CLL 20.0 Plate Grip DOL 1.25 TCDL 20.0 Lumber DOL 1.25 ICLL 0.0 Rep Stress Incr NO BCDL 10.0 Code IBC20151TPI2014 LUMBER - TOP CHORD 2X4 DF No.1 &Btr G JOTCHORD 2X6 DF SS G WEBS 2X4 DF No.1 &Btr G REACTIONS. (lb/size) 12=2030/0-5-8, 9=2030/0-5-8 Max Horz 12=144(LC 6) Max Uplift 12=-862(LC 4), 9=-862(LC 5) Max Grav 12=2285(LC 26), 9=2285(LC 27) Zerbst Residence K5638514 6.220 a Nov 16 2018 MITek Industries; Inc, Tue don 2216:5016 201g Page 1 ID:IBHsYcRgBIB5TigBkBNQZtyJbyF-OKBdeEMIUiKH?NhKhlUBhlVTf01HLDmRIElizakwg 11-119-0-5 7^��{ 13-3$ 77.0 0. 18-0 O 3-8-0 -6-1 if!A55 11 3-8-0 3.8.1Q 1-0-0 5x10 = 4x6 = 6x6 — 6x6 = 6x6 = Special Special 7-5-0 8.7-0 34-6 2-2-0 1. [1 10.3.0,0-4-41. [T2.0.M,q+4] CSI. DEFL. TIC 0.22 Vert(LL) BC 0.42 Vert(CT) WB 0.97 Horz(CT) Matrix -MS 13-3-6 3-8.6 f7-0-0 3.8.10 In (loc) I/deft L/d 0.05 10-11 >999 240 -0.12 10-11 >999 180 0.03 9 n/a n/a Scale=1:37.8 N N PLATES GRIP MT20 220/195 Weight: 117 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-15 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-1 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 7-8-11 oc bracing. 'ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. rOP CHORD 3-4=-2935/1224, 4-5=-2724/1173, 5-6=-2897/1208, 2-12=-260/125, 7-9=-263/126 90T CHORD 11-12=-801/1958, 10-11=-1138/2788, 9-10=-755/1940 NEBS 3-11=-559/1232,4-11=-129/592,5-10=-231/783,6-10=-530/1131,3-12=-2756/1069, 6-9=-2758/1070 NOTES- ) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11 Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 7-6-12, Exterior(2) 7-6-12 to 13-9-15, Interior(1) 13-9-15 to 18-0-9; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 1) 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. i) ` This truss has been designed for a live load of 20.Opsf 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. S) A plate rating reduction of 20% has been applied for the green lumber members. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 12=862, 9=862. J) Graphical puriin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 172 lb down and 280 lb up at 7-11-12, and 172 lb down and 280 lb up at 9-0-4 on top chord, and 1288 lb down and 549 lb up at 7-11-8, and 1288 lb down and 549 lb up at 9-0-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. ',0) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). '.OAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-80, 2-4=-80, 4-5=-80, 5-7=-80, 7-8=-80, 9-12=-20 Concentrated Loads (lb) Vert: 15=93 16=93 19=-1192(F) 20=-1192(F) e�y-VESSIO ��o a N c zy fi�c C 70068 * S' �Q lFo * January 23,2019 WARNING - Verlry daslgn peremefers end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE N11-7473 rev. 10103,2015 BEFORE USE. Doaign valld fur use only wIth M ITekVdonnaclora. Thl7 daslgn is based only upon paramatars shown, and Is for an Indlvtdual building component, no: C buss syslam. Bafora use, lire buliding daslgnor muel vsHlY the appllcability of daslgn paramelium and property Incorporale Wis design Into the overall buNding daslgn. rlracIng Ind IGated fe fo prevara buckling of I.ndlyddual Iru" web andfor Chord members only. Addttdonal lamporary and parma"M bracing is aWaya required for slabikly and to f Ydvon! collapep with possibte personal injury and property damage. For ganaml guidance regarding Iho fabricatlon, storage. dellvary, erection end braOng of trumas and truss syatame, see AN&fITPH Quality Crflerk, DSB-00 end 8CSI Buffdfag Component Safefy Informagon available from Truss Plato Inalfuato, 215 N. Lae Stteel, Sulm 312, Alexandria, VA 22314. W' MiTek- 250 Klug Circle Corona, CA 92880 )b Truss Truss Type aty my Erm reestaence IB180072 A02 COMMON 1 1 h Reference_��tional] Integra Truss. Bannhtg, CA 8.220 a Nov 16 2018 Mfrek Indu8hles, Inc. Tue Jan 22 16:50:59 2019 I D:IBHsYaRgBtSSTIgBkBN02tyJbyF•0KBdeEvAl UlKHINh Kh IUBhIGTfW $dDmRll 3 B 9 8-0-0 13-_3.7 t7-0.0 18 t1-U_ 8-8-g 4-9-7 ;F -7 ^3-8-9 4x4 = 4.0o 12 3 8•u-U LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 TCDL 20.0 Lumber DOL 1.25 BC 0.42 BCLL 0.0 Rep Stress Incr YES WB 0.31 BCDL 10.0 Code IBC2015/TP12014 Matnx-MS LUMBER - TOP CHORD 2X4 DF No.1 &Btr G BOT CHORD 2X4 DF No.1 &Btr G WEBS 2X4 DF No. 1&Btr G REACTIONS. (lb/size) 9=832/0-5-8, 7=934/0-5-8 Max Horz 9=-150(LC 4) Max Uplift 9=-106(LC 4), 7=-156(LC 5) Max Grav 9=848(LC 9), 7=934(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-794/118, 3-4=-794/114 BOT CHORD 8-9=-124/674, 7-8=-91/643 WEBS 2-9=-904/153, 4-7=-899/120 rn N 3x8 = 3x6 = K5638515 Scale = 1:37.0 8-6-0 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.08 8-9 >999 240 MT20 220/195 Vert(CT) -0.25 7-8 >816 180 Horz(CT) 0.02 7 n/a n/a Weight: 92 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-6-0, Exterior(2) 8-6-0 to 11-6-0, Interior(1) 11-6-0 to 18-0-9; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 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 lb uplift at Joint(s) except Qt=lb) 9=106, 7=156. Iq fESSIO&I, �a ok$ NG 2 y cu�y C C 70068 January 23,2019 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED Mf7EK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. ❑aWgn valid for use only with MfrakW canneclals. This design Is based only upon parameters shown, and Is for an ktd1v1dtMl building wmpcmnl, W a truss system. aslore uao, the bullding doatgner n t yarify the appllcablllty, of design pammoters and properly Incorpomto lhls daslgn Into Ina dvarall building doslgn. aracing lndicaled Is to prevent buckling of Individual truss web andfor nerd mbm ama only. Add 6Dwl temporary and permanent bracing M iTe k_ is always required for stability and to prevent collapse with possible personal injury and properly damage- For gormml guidance regarding the fabrlcellon, slorage, delivery, efoaon and bracing of lruases and truss syslems, am ANSYMI Quality Crllarla, DSO-89 and SCSI Building Component 250 VJug Circle S.Inty Inrornsrflon avallable from Truss Plate Insllluln, 216 N, U. Street, Sulto 312, Alexandda, VA 22314. Corona, CA 92880 'Job Truss Truss Type Qty Ply ZB[t18t Residence K5638516 JB180072 A03 COMMON 1 1 t Job Reference o tion81 Integra Truss, Banning, CA 8.220 s Nov 16 2018 MITek Indtfshles, Inc. Tue Jan 22 18S1.00 2010 Pagel ID:IBHaYcRgatB5TigBkBNO2lyJbyF4UWk rawbUcczyRaZFiCXOMDwts_QUozM75Ung9zskwf 3 3.1 8-0-8_ 12.2-15 16-"8 17-6-8 �33-1 4-0-7 4-9-7 3-8-9 4x4 = Scale = 1:37.2 4.00 12 3 6.0-8 8-0-8 3x12 = 6x6 = 16-6-8 8-6-0 N -OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.08 7-8 >999 240 MT20 220/195 CDL 20.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.26 7-8 >758 180 BCLL 0.0 • Rep Stress Incr YES WB 076 Horz(CT) 0.02 7 n/a n/a 3CDL 10.0 Code IBC2015/TP12014 Matrix -MS Weight: 90 lb FT = 20% '.UMBER- BRACING- rOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural woad sheathing directly applied or 5-0-12 oc purlins, 130T CHORD 2X4 DF No.1&Btr G except end verticals. NEBS 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-3-6 oc bracing. 2EACTIONS. (lb/size) 9=809/Mechanical, 7=911/0-5-8 Max Horz 9=-159(LC 12) Max Uplift 9=-1218(LC 11), 7=-1297(LC 14) Max Grav 9=1727(LC 16), 7=1798(LC 17) FORCES. (lb) - Max. Comp /Max Ten. - All forces 250 (lb) or less except when shown TOP CHORD 1-2=-681/694, 2-3=-1610/1139, 3-4=-1659/1187, 4-5=-786/799 BOT CHORD B-9=-976/1330, 7-8=-1109/1496 WEBS 4-8=-875/999, 2-8=-906/1068, 2-9=-2033/1549, 4-7=-2155/163B NOTES - I) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; Vult=11 Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 3-1-6, Interior(1) 3-1-6 to 8-0-8, Exterior(2) 8-0-8 to 11-0-8, Interior(1) 11-0-8 to 17-7-1; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 1) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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. 9) Refer to girder(s) for truss to truss connections. 1) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=1218, 7=1297. 3) This truss has been designed for a total drag load of 3400 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 16-6-8 for 205.5 plf. QR^Ksslo' c �y� �pM11�G 2� Fyn. W o ti C 70068 9 January 23,2019 WARNING - V.d& design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 10MA?015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Nilbuilding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk_ is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and bliss systems, see ANSrITP11 Quality Criteria, DSB-89 and BCSI Building Component 250 Klug Circle Satery /ntormadon available from Truss Plate Institute, 210 N. Les Street, Suke 312, Alexanrin.i. VA n314. Corona, CA 92880 Job Truss Truss Type City Ply Residence K5638517 'WB180072 A04 COMMON 3 1 lZarbst •Job Reference (optional) Integra Tnrss, Banning, CA 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:51 V 2019 Page 1 I D:IBHsYcRgBtB5TigBkBNOZtyJbyF-yilN3wxDEvkQZa9mpljmZZm5mGKfDMJ W EIEKNbzskwe 3 7.1 8 0 8 12-9-18: is 6r8 .17.6_8 . 33 i 4-9-7 4-0-7{ 341-9 1-0-0 4.00 12 1.5w 4x4 — N N Scale = 1:37.2 3x8 = 3x6 = 8.0$ 1F.E.R 80$ � 8-G•0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.08 7-8 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.26 7-8 >758 180 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(CT) 0.02 7 We n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MS Weight: 90 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 OF No.1 &Btr G except end verticals. WEBS 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=809/Mechanical, 7=911/0-5-8 Max Horz 9=-159(LC 4) Max Uplift 9=-108(LC 4), 7=-156(LC 5) Max Grav 9=827(LC 9). 7=911(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-757/115, 3-4=-757/114 BOT CHORD 8-9=-118/598, 7-8=-91/623 WEBS 2-9=-869/155, 4-7=-869/121 NOTES. 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 3-1-6, Interior(1) 3-1-6 to 8-0-8, Extedor(2) B-0-8 to 11-0-8, Interior(1) 11-0-8 to 17-7-1; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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 lb uplift at joint(s) except (jt=lb) 9=108, 7=156. F.ss10141 ,5a �MING 9oz C C 70068 � * , 9-30-2020 s (L • �r vfi January 23,2019 A WARNING - Vedfy design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10,03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameter: shown, and is for an individual building component, not a truss syalem. Befota use, the building doelgner must verify the applicability of design parameters and properly Incorporate this design Into the overall bullding design. Bracing indicated is to pmmnl buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always rogaired for stability and to pravanl collapse with possible personal Injury and property damage. For gemrral guidance regarding the IFS febttcalion, storego, delivery, "olon and bracing of trusses and irusa systems, am ANSUTP11 Quality Cdtwla, DSB-89 and SCSI Building Component 250 Klug Circle Salary InformoNor avaltablo (mm Truss Plate Institute, 218 N. Lao Street, Suite 312, Alaxondtta, VA 22314. Corona CA 92880 job 'Truss ]=0 Type JB180072 IB01 PITCH GIRDER Integra Truss Banning, CA 8.220 s Nov 162018 M1Tek Industries, Inc. Tue Jan 22 16:51:02 2019 Pepe 1 I D:IBHsYcRgBtB5TigBkBNQZtyJbyF-QvslGGyr?DsGBkkyNSF?5nJ9ogh1 ykHfSPzuv1 zskwd 4 2-1 B-0-0 { 4-2-1 3.10 1 2 I)ob Reference 3x4 II 4.00 12 q 5x12 M1 5x12 M18SHS I LUS24 2x4 LUS24 0 6x6 = HGUS26 LUS24 } 4-2-1 I 8-0-0 4-2-1 3-10-0 Plate Offsets (X Y)-- [&G-3-a,44-QL _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deg L/d CLL 20.0 Plate Grip DOL 1.25 TIC 0.69 Vert(LL) 0.13 6 >731 240 TCDL 20.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.14 6 >654 180 3CLL 0.0 Rep Stress Incr NO WB 0.64 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD 30T CHORD 2X6 DF SS G WEBS 2X4 DF No.1 &Btr G BOT CHORD REACTIONS. (lb/size) 5=1667/Mechanical, 7=2267/0-5-8 Max Horz 7=293(LC 5) Max Uplift 5=-824(LC 14), 7=-2727(LC 11) Max Grav 5=1667(LC 1), 7=3593(LC 20) 7ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1089/763, 2-3=-3264/2247, 3-4=-1281/1198, 1-7=-1364/988 '30T CHORD 6-7=-769/789, 5-6=-1349/1582 4EBS 6-8=-768/1467, 3-8=-768/1467, 3-9=-194311294, 5-9=-2080/1641, 2-8=-1655/2389, 8-9=-893/1327, 9-10=-460/591 K5638518 Scale=1:36.8 PLATES GRIP MT20 220/195 M18SHS 220/195 Weight: 118 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing NOTES- 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc 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. 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-10-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 .) 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. ;) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. A plate rating reduction of 20% has been applied for the green lumber members. 8) Refer to girder(s) for truss to truss connections. 1) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 5=824, 7=2727. 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 8-0-0 for 250.0 plf 11) Use Simpson Strong -Tie HGUS26 (20-1Old Girder, 6-1 Old Truss) or equivalent at 0-1-12 from the left end to connect truss(es) to front face of bottom chord. 12) Use Simpson Strong -Tie LUS24 (4-1 Od Girder, 2-1 Od Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-4-12 from the left end to 6-4-12 to connect truss(es) to front face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. Ewa ❑0% G zy yc .7 C 7U068 January 23 2019 A WARNING - Ver11y da0gn Peremetew and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10,D3/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss sysiom. Before use, the building deslgnar must verify the applicability of design parameters and properly incorporate this design into the overall bullding design. Bracing indicated is to prevoM buckling of individual truss web anwor chord members onty. Additional lomparey and pwmanonl bracing is always required for stability and to prevent collapse wilh possible personei Injury and property damage. For gorerai guidance rogerding [he fabrication, storage, deliverryy, ereuian and bracing of trusses and truss systsrm. sea ANSVTPH QuoYly Crlterla, DSB-99 sold BCSI OU114109 Component Selefy Infarmet/on Avagable from Truss Plate Insdlute, 218 N. Lee Street, Suite 312, Alexandre, VA 22314. > M iTBk 250 Klug Circle Corona, CA 92880 Job Truss TMN Type City Ply Zeros! Residence K5638518 'WB180072 B0 MMOWW=H GIRDER 1 Job Reference el Integra Truss, Banning, CA tS.�ekV s Nov in e01 n ml r eK irloustnus, inc. r ue Jan cc i o.a i:uc cu su raUv c ID:IBHsYcRgBtB5TigBkBNQZtyJbyF-QvslGGyr?DsGBkkyNSF?5nJ9oghlykHfSPzuvlzskwd LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=-80, 5-7=-20 Concentrated Loads (lb) Vert: 7=-797(F) 6=-789(F) 12=-789(F) 13=-789(F) WARNING - Veft dwfgn parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERENCE PAGE MII.7473 rev. 10N3,2015 BEFORE USE. Dealgn valid for use only with MfTokO connectors. This daawn la based only upon paramolers ahown, and is for an Individual holding componerli, not . a truce system. Bolom use, the building designer mull verify the applicaollily of doetgrl paramelere and proparky Incorporate thla daslgn Into the overall bullding design. Sraefng indicated Es ed pmwat huCWing of Indlvtdrial Erusg web andlor chord mdrnbars only. Addrhonal temporary and permanent bracing MiTek• is ahx ys mqulred for Mobility and to prevent collopw Wlh possible personal Injury and property damage. For gonerel guidance regarding the fabrlcallon, storage, dallvery, er"hon and bracing of busses and buss syelomu, sae ANSII H Ouaft CHlrula, 055-59 and SCSI Building Component 250 Klug Circle e.r r F .rn.uhn nvntlalMn Irnm Ta rse Nntn Insrihrlh. 71R N Lan SIMM Suite 312 Alexandria. VA 22314, Corona, CA 92 lJob Ply j,Zerbst Residence K5638519 JB180072 C01 CALIFORNIA GIRDER 1 ,Job Reference (optional) Integra Truss, Banning, CA 8.220 s Nov 16 2018 MITek Industries, Inc. Tue Jan 22 16:51:03 2019 Page 1 ID:3 Eek.WscHCtVSoEMV4EyckN"SQBTcyTf D 7puJ8wAmEe rRg4xvhFOpWRUxskwc 10 0 3$3 fill 0 7 -1 10.7.11 144-5 17$5 1 1 21$13 25 0 0 6 0 G 1-0-0 3-5-3 8$13 1 3-2-0 3-8-11 3-2-0 0.8.1 3-5-13 3-5-3 4x6 4.00 12 3x4 = 3x8 = 4x4 Scale =1:4&0 6x6 = 6x8 = 5x8 = 1.5x4 II 3x8 = 5x6 — Special HGUS26-2 6-11-0 1p-7.11 14-4-5 18-1-0 21$73 25-0-0 3 6.3 3-b t3 WIN' 3-8-11 3-8-11 3$13 3 6-3 Prate Offsets x Y — 14:0-2 12 15:0 4-0 04 18:0 3 Q 04 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP CLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.08 14-15 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.19 14-15 >999 180 3CLL 0.0 Rep Stress Incr NO WB 0.34 Horz(CT) 006 11 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MS Weight: 322 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD 30T CHORD 2X4 DF No. 1&Btr G "Except" 14-16: 2X6 DF SS G BOT CHORD VEBS 2X4 DF No.1 &Btr G 1EACTIONS. (lb/size) 11=2256/0-5-8, 16=3236/0-5-8 Max Horz 16=137(LC 24) Max Uplift 11=-882(LC 5), 16=-1611(LC 4) Max Grav 11=2444(LC 26), 16=3671(LC 27) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-4945/2326, 4-5=-4669/2232, 5-6=-4910/2194, 6-7=-2807/1146, 7-8=-2986/1190, 2-16=-261/134, 9-11=-260/123 130T CHORD 15-16=-1451/3136, 14-15=-2162/4982, 13-14=-1622/3998, 12-13=-1622/3998, 11-12=-707/1922 WEBS 3-15=-1099/2272, 4-15=-276/1496, 7-12=-278/735, 8-12=-522/1309, 3-16=-4629/2065, 8-11=-2853/1053, 5-15=-550/0, 5-14=-324/387, 6-14=-895/1530, 6-12=-1954/923 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-7. Rigid ceiling directly applied or 10-0-0 oc bracing. JOTES- 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 0-5-0 oc, 2x4 - 1 row 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. J) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Extedor(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 6-11-0, Exterior(2) 6-11-0 to 11-1-15, Interior(1) 11-1-15 to 18-1-0, Exterior(2) 18-1-0 to 22-3-15, Interior(1) 22-3-15 to 26-0-9; 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. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. d) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 11=882, 16=1611. 10) Graphical purlin representation does not depict the size or the orientation of the purin along the top and/or bottom chord. 1) Use Simpson Strong -Tie HGUS26-2 (20-10d Girder, 6-10d Truss) or equivalent at 8-4-0 from the left end to connect truss(es) to front face of bottom chord. ��p�ING 1= 551pN� f ttl m Ci 70068 *\ I ) /1 /* January 23,2019 WARNING - Verily design penmefere and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 10N3,2015 BEFORE USE. Oad9n valid for use only wish MrTekV conndctdrs. This dasrgn :s based only upon paramatera stlown, and ie for an rnm+ndusl building component, not a truss sys[am. Before use, Vie bullding designer must vonfy the appllcallllily of design porarri and properly Iftnol3oralet 111ls design into Me overall building design. Bracing tadrealad Is to pmvrlM buckling of Individual truss vreb andfor chard marnium only. Addirlonnl to mporary and permana nt Wacing rs always required for stability and to provani Calls pee with possibro pormnal Injury and praporty damage. For genaml guldame regardmij the fabrlrztion, storage. dellvo erection and bracing of "sees and Slues sysiurns, see ANSIJTPI7 Quality Crlferla, OSS-U told SCSI Building Component SafatyInformiltion avarsiWe from Truss Plate Irlstliute. 210 X. Lou Sbaal, Sub 312. Alexandria, VA 22314. llllli MiTek' 250 Mug Circle Corona, CA 92880 Residence K5638519 GIRDER Reference Integra Truss, Banning, CA 8.220 s Nov 16 2018 Walk Industries, Inc. Tue Jan 22 16:51:03 2019 Page 2 I D:3_EekScHscH C IVSoEl8V4EyckN p-u5Q8TcyTmX_7puJBwAmEe_rRg4zvhFD ph3j R RU zskwc NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 435 lb down and 786 lb up at 7-5-12, 212 lb down and 136 lb up at 10-0-12, 201 lb down and 136 lb up at 12-0-12, 117 lb down and 92 lb up at 14-0-12, and 102 lb down and 79 lb up at 14-5-4, and 198 lb down and 172 lb up at 17-6-4 on top chord, and 1354 lb down and 713 lb up at 7-5-8 on bottom chord. The designtselection of such connection device(s) Is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-80, 2-4=-80, 4-7=-80, 7-9=-80, 9-10=-80, 11-16=-20 Concentrated Loads (lb) Vert: 19=322 20=-96 22=-96 23=-5 27=-1306(F) 28=-1647(F) ,& WARNING - Vertly des/gn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1"41,2015 BEFORE USE. Design valld for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building dosigndr must verify the applicability of design parameters and property Incorporate this design Into the overall buIlding design. Braiding Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For gemfral guidance regarding the fabrkalien, storage. Cauvery, ereetlen and bracing or trusses end truss systems, see ANSIFFM Quality Crlferle, 0S8,89 and SCSI Building Component 4.fir. W d— 71A H 1 ran Street. Suite 312. Alaxan:irlw VA 22314- i! 250 Klug Circle Corona. CA 92 I.JB180072 Iruss Truss Type CO2 CALIFORNIA Banning, CA 3.10-1 3-10-1 4-8-7 ABA 4x6 4.00 12 1 .lob Reference [apUon�. 8.220 s Nov i6 2016 MiTek Industries, Inc. Tue Jan 12." 15-10-13 10-5- 21-1-1 34-13 34-13 w .1 1 4-8-7 3x4 = 4x6 K5638520 25.0.0 2g.0{ „ - 10 3x6 = 5x8 = 3x8 = 3x6 = Scale = 1:45.0 N CW" 16-5-8 _ 2y�0 4 8.8-8 Plate Offsets 12:0.4-0G-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP CLL 20.0 Plate Grip DOL 1.25 TC 023 Vert(LL) -0.10 10-11 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 044 Vert(CT) -0.33 10-11 >894 180 3CLL 0.0 Rep Stress Incr YES WB 058 Horz(CT) 0.06 10 n/a n/a BCDL 10.0 Code IBC2015ITP12014 Matrix -MS Weight: 141 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 5-1-11 oc purlins, 30T CHORD 2X4 DF No.1 &Btr G except end verticals, and 2-0-0 oc purlins (5-4-5 max.): 4-6. WEBS 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=144710-5-8, 10=1440/0-5-8 Max Horz 13=139(LC 17) Max Uplift 13=-258(LC 4), 10=-262(LC 5) Max Grav 13=1456(LC 20), 10=1452(LC 19) -ORCES. (lb) - Max. Comp.IMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 34=16401296, 4-5=-1517,303, 5.6=-1510/321, 6-7=-16341314 '30T CHORD 12-13=-238/1151, 11-12=-297/1720, 10-11=-186/1124 WEBS 3-12=-39/537, 5-12=420/152, 5-11=-434/130, 7-11=-44/539, 3-13=-1600/260, 7-10=-1595/264 NOTES- ,) Unbalanced roof live loads have been considered for this design. 2) Wlnd: ASCE 7-10., Vuit=l1Omph (3-second gust) Vasd=87mph; T0DL=6.0psf. BCDL=6.Opsf; h=25ft; Cat. ]I; Exp C; Enclosed; C-C Exterior(2) -1.0.9 to 1-11-7, Interlog1)1-11-7 to 8-6.8, Exterlor(2) B-6-B to 12-6-0, 1nterlor(1) 12-6.0 to 16 ", Exterlor(2)16-5-8 to 20.8-7, Interlor(1) 20-8-7 to 26-0-9; 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. 1) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 3) 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 lb uplift at joint(s) except at=lb) pR��ESS10 13aphic 10=262. ��Q �� 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord ING )) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 198 lb down and 120 lb up at 9-14, 66 lb down and 41 lb up at 10-0-12, 209 lb down and 136 lb up at 12-0-12, 114 lb down and 87 lb up at 14-0-12, and 75 lb down and 66 lb up at 14-5-4, and 215 lb down and 153 lb up at 15-10-12 on top chord The design/selection of such connection C+ 70068 device(s) is the responsib City of others. EXP. 9-30-2020 LOAD CASE(S) Standard 14 k 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) CIVIL �y�P Vert: 1-2=-80, 24=-80, 4-6=-80, 6-8=-80, 8-9=-80, 10-13=-20 OF IL-Fd� �t1Gn-ue.r�_vn.p January 23,2019 A WARNING- verily design p mametera and READ NOTES ON THIS AND INCLUDED Mr7EK REFERENCE PAGE MII-7473 rev. IOM312015 BEFORE USE. 0e5rgn valid For use only wish (M?ok& comrwws. TNs design is based only upon pammalors shown. and is for an uidividunt bulldkg carnparent, not a truss ayelom, eorare ua9, the, buedkrg deelgnur must varlly the apploability of design parameterS and Pmporly inc0rt)CM(a this design Into the overag building dosign. Bracing lndica li 10 Pmvenl buckling of Mlddual irusa web andlor chord members only. Addigonal temporary and permanent bracing M IY@k Is always raquired far stability end to prevent cdtapw %vtti possible personal Injury and PMPorly damage. For general guldance regarding 1ho fpbrIc:~, Co". delivery, arecllon and bracing or trusses and trues systams, see ANSIITPII Quellly Cdlsrle, DSBW and BCSI130ding Component 250 Klug Circle Salrhr tnformaUcin svallable gam Truss Plate Instkuts. 218 N. Lao Street, Suite 312, Alamrndda, VA 22314. Corona, CA 92880 Trul80072 F 002 iniegra Truss, Banning, CA LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 17=-66 18=-96 19=-0 20=-64 Residence K5638520 l [Job Reference (optional) 8.220 s Nov 16 2018 MiTek Industries, Inc, Tue Jan 22 56:51:04 2019 Page 2 ID:3_EekScHscHCIVSoEl8V4EyckNp-MH_W hyz5Xg6_Q2uKUtHTBCOcXUMvQehywjS?zwzskwb A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7479 rev. 10g5/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameter; shown, and Is for an individual building component, not a truce syatem. Before vae. Iho building debig rwr mu9L verify the appiicahlllty of dasyjn peramatom and properly incorporale this dasigfn Into the ovorail bulldkrg design. Bracing Indicaind Is to provurt bucMIng of individual truss web andfoe enord rnambern ooy. Additional temporary and permanent bracing MiTek is akvays requlrod for stetri ily end to pravanl collapse wdh pvSslWe parsanel Lyury and property damage. Far gureaml guidance regarding Ihs fabrlce0o`, slorage. dalivery, er"don and bracing of trunaes and huaa systems, see ANS67PI f 4usltry Criteria, DS&fi* and SCSI Buifding Component 250 Klug Circle nla el r —ewer c„u. 117 nr».nndrrn VA 77114 Comna. CA 92880 I�JC6 JB180072 IC03 CALIFORNIA i 1 1 Job Refere ce K5638521 ! n �ogtionaf Integra Truss, Banning, CA 8.220 s Nov 16 2018 Mrrok dndti:sVles, Inc. Tue Jan 22 16:51:05 2019 Page 1 ID:3_EekScHscHCIVSoEl8V4EyckNp-rUYuul- jl8E2CSX2aoijPxmNHg92v58NCYW Mzskwa 1-0 Q 4,1115 itD3 8 1 -1 14.1.13 1 20A-11 25 Q p {� 1-0-0 4-10 5 5 "w3 Q B 1 3 3-10 O Fr1 5-5-3 4f05 1-0-0 4x6 502 = Scale = 1:45.0 3x8 = Sx8 = 30 = 3x8 = 10�1' 8 14�8 25-0-0 10-3-8 4.5 0 10-3.8 Plate OPtsats MY)-- [§_0-6-0 0-1-61, [11:0.4-0,114 0] - I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) IldeO L/d PLATES GRIP -CLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.24 9-10 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.75 9-10 >397 180 ICLL 0.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.06 9 n/a n/a BCDL 10.0 Code IBC20151TPl2014 Matrix -MS Weight: 140 lb FT = 20% LUMBER - TOP CHORD 2X4 DF No.1 &Btr G 30T CHORD 2X4 DF No 1&Btr G WEBS 2X4 DF No. 1&Btr G REACTIONS. (lb/size) 12=1385/0-5-8, 9=1378/0-5-8 Max Horz 12=-139(LC 7) Max Uplift 12=-234(LC 4), 9=-232(LC 5) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-10 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1486/274, 4-5=-1359/285, 5-6=-1493/269, 2-12=-287/119, 7-9=-284/118 BOT CHORD 11-12=-237/1200, 10-11=-185/13BO, 9-10=-186/1178 WEBS 3-11=-13/336, 6-10=0/363, 3-12=-1504/254, 6-9=-1502/251 NOTES- ,) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; Vult=11 Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 10-3-8, Exterior(2) 10-3-8 to 18-9-11, Interior(1) 18-9-11 to 26-0-9; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1 60 plate grip DOL=1.60 1) 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. " This truss has been designed for a live load of 20.Opsf 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. A plate rating reduction of 20% has been applied for the green lumber members. 1) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=234, 9=232. s) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 241 lb down and 168 lb up at 10-10-4, and 66 lb down and 41 lb up at 12-0-12, and 226 lb down and 153 lb up at 14-1-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-80, 2-4=-80, 4-5=-80, 5-7=-80, 7-8=-80, 9-12=-20 Concentrated Loads (lb) Vert: 15=-35 16=-66 QR�FESSlp� UI1VG _, C 70U68 *\ _ J /I I* January 23,2019 A WARNING - Ve ft design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03,2015 BEFORE USE. Design valld for use only With MIT" oonnectors. Th,s design is basod only upon pararnatera shown, and is for an inalkidual building cornponem, not a Irum sysiorn, Before use, the building designer trust verily the applitaWIrty of devlgn parameters and ➢toperly Inoorporato this design Into the overall building design. Bracing indicalad Is to prevent buckling or indlvtduot truss web andlof chord mornbem only. Addltional lompbrary and pbnrtarrenl bracing is alwuys rngWrdd for ➢lability and 10 wavont collapse with posslt+lo personal injury and proper damage For general guidance regarding the fabdcalion, storage, dellvary, ereclion and bracing of trusses and truss systems. we ANS97PII Quality Crttvlia, MR-69 and SCSI Building Component 9aferyh9armanan evallable from Truss Plate InsOluta, 21B N. Lee Sweet, Suits 312, Aiaxandfla, VA 22314. MiTek' 250 Klug Clrcle Corona, CA 92880 Job Truss TrusaType City Ply ;ZerbstResidence K5638522 WB180072 C04 COMMON 3 1 Job Reference [optional) Integra Truss, Banning, CA 8.220 s Nov 16 2018 MITek Indusirles, Inc. Tue Jan 22 16,51:06 2019 Page 1 I D:3_EekScHscHCIVSoEIBV4EyckNp-Jg6G6e?L3SMigM 1jclJxGdTtxH?GucKFN 1 x52pzskwZ �1-00 •-►10-13 12-" 19.13 25.0.0 2E.0.0• 100 6.10-13 6-7-3 6-7.3 5-10-13 16. 4x6 11 Scale: 1/4"=1' N 3x6 = 5x8 = 3x4 = 3x6 = 8.3-B Plate Offsets (X,Y)—_ _ tlQ 4 0,6.3741 LOADING (psf) SPACING- 2-5-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 20.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code IBC2015/TP12014 1668 8-4-15 CSI. DEFL. in (loc) I/deft TC 0.55 Vert(LL) -0.19 9-10 >999 BC 0.57 Vert(CT) -0.38 9-10 >787 WB 0.38 Horz(CT) 0.07 8 n/a Matrix -MS LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD BOT CHORD 2X4 DF No. 1&Btr G WEBS 2X4 DF No.1 &Btr G BOT CHORD WEBS REACTIONS. (lb/size) 11=1608/0-5-8, 8=1608/0-5-8 Max Horz 11=167(LC 6) Max Uplift 11=-211(LC 4). 8=-211(LC 5) Max Grav 11=1672(LC 10), 8=1672(LC 9) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1832/215, 4-5=-18321215, 2-11=-389/163, 6-8=-389/163 BOT CHORD 10-11=-175/1643, 9-10=-11111503, 8-9=-142/1625 WEBS 4-9=0/335,4-10=0/335,3-11=-1981/158,5-8=-1981/158 2frQA , 8-3-8 L/d PLATES GRIP 240 MT20 220/195 180 n/a Weight: 132 lb FT = 20% Structural wood sheathing directly applied or 4-4-9 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt 3-11. 5-8 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11 Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 12-6-0, Exterjor(2) 12-6-0 to 15-6-0, Interior(1) 15-6-0 to 26-0-9; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 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 lb uplift at joint(s) except Qt=lb) 11=211, 8=211. C'RqOSSIG/.4( �'`f'G� C 70068 9-30-2020 January 23,2019 ,& WARNING - Vaniy design parameters and READ NOTES ON THIS AND INCLUDED NrTEK REFERENCE PAGE NII-7473 rev. 101103/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system Before use, the building designer must verify the applicability of dasign parnmelars and propatly Incorporate this design Into the evorail building design. Bracing Indicated is to prevent buckling of individual truss web andfor chord membora onry. Addili000l temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For gonuml guldance regarding the fabrication, slornga, deUvery, erecilori and bracing of trusses and Ifuss systems, see ANSd+TPf1 Quall y Criteria, D88-89 and SCSI Building Component .R.r.- Mrn.....n..., avail.hl.lmm dn,ae Plat. Insllh,te_ 218 N I — Atraat. Sutra 312 Alexandria VA 22314. t 1 iTek 250 Klug Circle Corona CA 92880 'Job JBIBO072 Type Ply IZerbst Residence K5638523 Integra Truss, I I I I IJob Referenceo tional Banning, CA 8.220 s Nov 16 2016 MiTek Industries, Inc. Tue Jan 22 16:51:07 2019 Page 1 ID:3_EekScHscHCIVSoEIBV4EyckNp-nsgeJ?_gIUZIVcv9?gAogO5NhNvd3TOchhfaFzskwY 36-0 5-10.13 12." , 19.1.3 2540 0.0 0-7-3 $ 7� &M-13 l -Gw 4x8 = 3x6 = 1.5x4 II 5x6 = 3x4 = 3x6 = 3.6 U 9-3-8 4-9.8 Rate Offsets.... (X,Y (10.04-0,p 3.41 LOADING (psf) SPACING- 2-0-0 CLL 20.0 Plate Grip DOL 1.25 TCDL 20.0 Lumber DOL 1.25 3CLL 0.0 • Rep Stress Incr YES BCDL 10.0 Code IBC2015/TPI2014 LUMBER - TOP CHORD 2X4 DF No 1 &Btr G 30T CHORD 2X4 DF No 1 &Btr G WEBS 2X4 DF No. 1&Btr G Scale = 1:46.6 16-6-6 25-0-9 8-3-15 8.3.8 CSI. DEFL. in (loc) I/deft IJd PLATES GRIP TC 0.38 Vert(LL) -0.14 9-10 >999 240 MT20 220/195 BC 0.42 Vert(CT) -0.33 9-10 >894 180 WB 0.32 Horz(CT) 006 8 n/a n/a Matrix -AS Weight: 136 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-8 JOINTS 1 Brace at Jt(s): 13 REACTIONS. (lb/size) 12=123310-5-8, 8=1333/0-5-8 Max Horz 12=-141(LC 4) Max Uplift 12=-124(LC 4). 8=-174(LC 5) Max Grav 12=1301(LC 9). 8=1386(LC 9) 'ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. rOP CHORD 3-4=-1521/177, 4-5=-1516/178, 6-8=-332/135 SOT CHORD 11-12=-134/1363, 10-11=-13411363, 9-10=-95/1255, 8-9=-114/1343 NEBS 4-9=0/268, 12-13=-1600/129, 3-13=-1607/129, 5-8=-1621/130, 4-10=0/274 JOTES- 1) Unbalanced roof live loads have been considered for this design. !) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Extedor(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 12-6-0, Exterior(2) 12-6-0 to 15-6-0, Interior(1) 15-6-0 to 26-0-9; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This truss has been designed for a live load of 20 Opsf 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.Opsf. 7) A plate rating reduction of 20% has been applied for the green lumber members. d) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 12=124, 8=174. ;) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. eRrl� F-19slo yea OMING 2h, Eye C 70068 January 23,2019 & WARNING - Verfly design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10N312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and tress systems, am ANSI TP11 quality Criteria, DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 .Job Truss Truss Type City Ply Zetbst Residence K6638524 IWBI80072 C05 COMMON 2 1 Jos RC1lsrenoe (c�ticnaE Integra Truss, Banning, CA 8.220 is Nov 16 2018 MITek Industries, Inc. Tue Jan 22 16:51;08 2019 Page 1 ID:3 EekScHscHCIVSoElBV4EyckNp•F2i71XJOcb3cOvfBBBLPLZZEUSjIMXsYrLDC7hzskw% 3-4-8 5-9-5 _ 12�4-8 18.11.11 24-10-8 25.10.8 3 4-8 2 4.13 13.7 9 6-7-3 -—— 1 5-10-13 1.0.0 4x6 3x4 Scale =1:4&5 3x6 = 1.5x4 II 5x6 = 3x4 = 3x6 = r 3-4-8 8 2-0 16-7.0 24-10-8 8-4-15 8-3-8 Plate Offsets (X,Y)-- [10:0-3-0,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0,42 Vert(LL) -0.14 9-10 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0.44 Veri -0.33 9-10 >904 180 BCLL 0.0 Rep Stress Incr YES WB 031 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code IBC20151TP12014 Matrix-S Weight: 135 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 5-0-2 oc purlins, BOT CHORD 2X4 DF No.1 &Btr G except end verticals. WEBS 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-8 JOINTS 1 Brace at Jt(s): 13 REACTIONS. (lb/size) 8=1327/0-5-8, 12=1227/0-4-0 Max Horz 12=-143(LC 4) Max Uplift 8=-174(LC 5), 12=-124(LC 4) Max Grav 8=1379(LC 9), 12=1295(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 34=-1503/177, 4-5=-1509/177, 6-8=-322/135 BOT CHORD 11-12=-135/1342, 10-11=-135/1342, 9-10=-92/1236, 8-9=-115/1339 WEBS 4-9=0/280, 5-8=-1632/127, 4-10=0/270, 12-13=-1618/135, 3-13=-1624/136 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; VuIt=11 Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat 11; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 124-8, Exterior(2) 12-4-8 to 15-4-8, Interior(1) 15-4-8 to 25-11-1; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1 60 3) This truss has been designed for a 10.0 psf bottom chord live load noncwncurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=174,12=124. �RpFkNG �SSrON,�C o C 70068 EXR 9-�020 l January 23,2019 A WARNING - Ven y des/gn parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MII-7473 rev. 10103,2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, alurege, delivery, ereCllnn and bracing of busses and time systems, see AN5i7F11 quality Criteria, DSO-80 and BCSI Building Component 250 Klug Circle Salafy Inrormalloo available from Truss Plate Institute, 218 N. Lao Street, Salle 312, Alexandria, VA 2.2314. Corona. CA 92880 ,job TTruss ITruss Type I'aty I1PIy IZerbst Hestdence K5638525 iIB180072 Integra Truss, Reference Banning, CA 8.220 s Nov 16 2018 MfTek Induslrtes, Inc. Tue Jan 22 16:59:09 2019 Page 1 I D:3_EekScHscHCIVSoEIBV4EyckNp-jFnPkfl EMNkHXpml HQtetF5aKV3c5pXh3_Amf7zskwW 3 4-8 5-9-5 12-4-8 18-11-11 24-10.8 25-10-8 r 3-0-8 24-13 6-7-3 6-7-3 5-10-13 . nc 31 - 12 11 5x6 = 4x4 = 6x8 = 4x8 = Scale=1:49.6 N 3 4 5 8-2-0 16-7-0 24-10-8 3�a$ -0 4-7-8 8.4.15 B 3 B PlateOffsets_(XY)-- f10-.0-3-0,0:�3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. to (loc) I/deft Ud PLATES GRIP �CLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.14 9-10 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0,40 Vert(CT) -0.30 9-10 >840 180 1CLL 0.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -AS Weight: 138 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. 30T CHORD 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF No. 1&Btr G WEBS 1 Row at midpt 5-8 REACTIONS. All bearings 3-10-0 except (jt=length) 8=0-5-8. (lb) - Max Horz 12=-143(LC 12) Max Uplift All uplift 100 lb or less atjoint(s) except 12=-1371(LC 17), 8=-1544(LC 14), 11=-352(LC 13) Max Grav All reactions 250 lb or less atjoint(s) except 12=1252(LC 14), 8=2195(LC 15). 11=1761(LC 10). 11=1628(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1125/1307, 2-3=-367/565, 3-4=-1366/962, 4-5=-1809/1135, 5-6=-1250/1262, 1-1 2=-1 225/1392, 6-8=-330/148 ROT CHORD 11-12=-761/780, 10-11=-902/1103, 9-10=-951/1462, 8-9=-172512456 NEBS 4-9=-817/1105, 5-9=-860/907, 5-8=-3029/2285, 4-1 0=-1 123/942, 3-10=-815/1241, 1-11=-1687/1434,3-11=-2104/1273 NOTES- ) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Extertor(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 12-4-8, Exterior(2) 12-4-8 to 15-4-8, Interior(1) 15-4-8 to 25-11-1; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 1) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. .i) 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 1371 lb uplift at joint 12, 1544 lb uplift at joint 8 and 352 lb uplift at joint 11. 7) This truss has been designed for a total drag load of 200 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 24-10-8 for 200.0 plf. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) 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. ",VESSI4 2yQ Q�tLNGfi�c C %0068`, C7�arT��L7 January 23,2019 AWARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED NI1EK REFERENCE PAGE NII.7473 rev. 10V03,7015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 ,Job Truss Truss Type City Ply Zerbat Residence K5638526 WB180072 C05B COMMON 1 1 Job Reference Optional) Integra Truss, Banning, CA 8.220 s Nov 16 2018 MITek indualries, Inc- Tue Jan 2216:61:10 2019 Page 4 I17:3_EekScH$OHCI VSoE ISV4 EyckNp•BRLnx42s7gs89xLUr8OIQTeZhUOCgQ4rlevJBaxskwV 6 8 5 12-4-8 1$-11-11 i 7440-8 is.10-a 3.4-B 24-13 6.7-3 6-74 5-10-13 11-0-0 4x6 11 3x4 Scale = 1:46.5 3x6 = 1.5x4 II 5x6 = 3x4 = 3x6 = 3 4 9 8•2-0 1670 24-40-5 8.4-15 8-3-8 Plate Otfsels MY)— 10:0-" 0444 LOADING (psf) SPACING- 2-1-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.51 Vert(ILL) -0.15 9-10 >999 240 MT20 220/195 TCDL 200 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.34 9-10 >868 180 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MS Weight: 135 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 4-10-9 oc purlins, BOT CHORD 2X4 DF No.1 &Btr G except end verticals. WEBS 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-8 JOINTS 1 Brace at Jt(s): 13 REACTIONS. (lb/slze) 12=1278/0-4-0, 8=1382/0-5-8 Max Horz 12=-149(LC 4) Max Uplift 12=-129(LC 4), 8=-181(LC 5) Max Grav 12=1349(LC 9), 8=1437(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 3-4=-1566/185, 4-5=-1572/184, 6-8=-335/141 BOT CHORD 11-12=-140/1398, 10-11=-140/1398, 9-10=-96/1287, 8-9=-120/1395 WEBS 4-9=0/292, 12-13=-1685/141, 3-13=-1692/141, 5-8=-1700/132, 4-10=0/281 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: VuIt=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 12-4-8, Exterior(2) 12-4-8 to 15-4-8, Interior(1) 15-4-8 to 25-11-1; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf 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 129 lb uplift at joint 12 and 181 lb uplift at joint 8. oQ��FliNG �ss�o,�r C 70068 * ll�30-?1J20 * I January 23,2019 WARNING - Verl y dealgn penmefem and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. ' Daslgn valid for usp only wM MfTel,0 connocWfs. Tits design Is based only upon parametom shown, and In for an Individual bullding componenr," Nil a truss system. eo[ore use, the building designor must voeiy Iha epplicablllty of design paramolans and properly Itico properly" thin d"Cr1 Into ma ovorW bullding design. Draclag Indlmlod is to prevent buckling of Individual buS4 web an of chord members only. Additional Iomporery and purmarianl bracing Welk' is always mqulrnd for slnbltity and to prevent coltapso, m1h possibla personal injury and property dsnuigp• For general guidance m9arding ere fnbrIwI;en, storage, delivery, oteclion and bradng of trusses and truss syalema, see ANSNTPI! Ouallry Crlfprle, DSO.80 and SCSI BurrdMV Corrlponsri1 250 Klug Circle Safety InformaflnR avallabto from Truss Flnla inslttuto, 2t8 N. Lea 5lroet. Suite 312- Afexandda. VA 72314. r —.. rn 09 3b 'Truss Truss Type lerpstResldeneeK5638527 JB180072 CO6 COMMON �:ItyPly 1 Jab Referenna �eptional) Integra Truss, Sanning, CA 8.220 z iVW 16 2018 MI1-ek industrJM Inc. Tue Jan 22 16:b1:1U 201a rage 1 ID:3 EekScHs&901VSoElOV4EyckNp-BRLnx?2s7ga89zLUrB=Teh_uPsglirlevJBaxskwV 3 a$ 5 9+9 12i-3 18-11-11 24-10-8 2F5-10A 3�-8 81-t3 6-7-3 r 6-7-3 5.10.13 1.0-0 4x8 = Scale=1:47.3 1.5x4 II 4x8 = 5x6 = 3x4 = 3x6 = 3a1 8 8-2.0 12-4-8 Sat-S 448 4.2.8 Plate Offsets IX Y) [11:0.3 0,0 3�] LOADING (psf) SPACING- 2-0-0 CSI. : CLL 20.0 Plate Grip DOL 1.25 TC 0.36 TCDL 20.0 Lumber DOL 1.25 BC 0.40 1CLL 0-0 Rep Stress Incr YES WB 0.87 BCDL 10.0 Code IBC2015lTP12014 Matrix -AS LUMBER - TOP CHORD 2X4 OF No 1 &Btr G 30T CHORD 2X4 OF No 1 &Btr G WEBS 2X4 OF No 1 &Btr G REACTIONS. (lb/size) 13=-205/Mechanical, 9=1099/0-5-8, 12=1659/0-5-8 Max Horz 13=-143(LC 4) Max Uplift 13=-253(LC 10), 9=-151(LC 5), 12=-162(LC 5) Max Grav 13=62(LC 5), 9=1140(LC 9), 12=1782(LC 10) 16-7-0 24-10.8 4.2.8 8.3.8 DEFL. in (loc) I/deg L/d PLATES GRIP Vert(LL) -0.14 10-11 >999 240 MT20 220/195 Vert(CT)-0.3010-11 >840 180 Horz(CT) 003 9 n/a n/a Weight: 138 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. =ORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-33/385, 34=-9/398, 4-5=-707/110, 5-6=-1127/145, 1-13=-40/287, 7-9=-330/134 '30T CHORD 11-12=-42/319, 10-11=-54/799, 9-10=-87/1033 JVEBS 5-10=0/380, 6-9=-1227/95, 5-11=-389/81, 4-11=0/609, 2-12=-503/108, 4-12=-1438/12B 40TES- 1) Unbalanced roof live loads have been considered for this design !) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 12-4-8, Exterior(2) 12-4-8 to 15-4-8, Interior(1) 15-4-8 to 25-11-1; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' This truss has been designed for a live load of 20.Opsf 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.Opsf. i) A plate rating reduction of 20% has been applied for the green lumber members. d) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 253 lb uplift at joint 13, 151 lb uplift at joint 9 and 162 lb uplift at joint 12 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. �90ESS10 k� pN+1�G Z fie C 70068 *\ - J /I I* January 23,2019 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MIiEK REFERENCE PAGE Mf1.7473 rev. Id/03/2015 BEFORE USE. Design valid for use only with Ivi connectors This design Is based only upon parameters shown, and Is for an Individual building component, not Ulm a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall _ building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing MEN is always required for stability and to prevent collapse with possible personal injury and property damago. For general guide nL�o regarding the fa Wicalion, stGmpa. do I. very, erodcan and bracing of trusses and truss systems, see ANSfIrpll (-)uallfy Criteria, DSB-89 and SCSI Building Component 250 Klug Circle Safety ln/ormaHnn nvallable 4om Truss Plate Inslituto, 218 N- Lon Street, Salto 312, Alexandria, VA 22314. Corona, CA 92880 ,Job Truss Truss Type W13180072 C07 ROOF SPECIAL Residence K5638528 Integra Truss, Banning, CA 8.220 s Nov 16 2018 MiTek Industries, Inc. Tug Jan 22 18:61:11 2019 Page 1 I D:3_EekScHscHCIVSoEl8V4EyckNp-fdv99L3Uu_7m7whDrv6zgAmJlk2ZgM_X iTsJOzskwU 3�$ 8 3•F 1244 1 18-7.12 24.10�8 10•9 3 4-8 q 70 12 4-2-5 8 1 5.7.8 6-2.12 1-0-0 NAILED NAILED NAILED NAILED 2x4 II 3x4 = NAILED 3x4 = NAILED 4x6 Scale = 1:49.6 1L 11 lu y 8 3x4 = 3x4 = 5x8 = 3x6 = 2x4 II 1.- 13-0-4 18 7 f2 24-10 8 3-0 8 9-7-12 5 7-e 6-2-12 Plate Offsets 10:0 4-0,D4.q LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.18 10-11 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.45 10-11 >560 180 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MS Weight: 153 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 DF No.1&Btr G except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-4. WEBS 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. REACTIONS. (lb/size) 12=117/Mechanical, 8=1156/0-5-8, 11=1928/0-5-8 WEBS 1 Row at midpt 3-11 Max Horz 12=-319(LC 4) Max Uplift 12=-326(LC 10), 8=-175(LC 5), 11=-261(LC 5) Max Grav 12=258(LC 16), 8=1161(LC 20), 11=2057(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-306/96, 3-4=-942/177, 4-5=-1051/172, 5-6=-1168/138, 6-8=-1094/209 BOT CHORD 11-12=-261/234, 10-11=-109/656, 9-10=-106/1083 WEBS 5-10=-280/164, 5-9=-364/101, 6-9=-89/1093, 2-11=-804/186, 3-11=-1235/234, 3-1 0=-1 12/620, 2-12=-91/334 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 25-11-1; cantilever left and right exposed ; and 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.Opsf 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.Opsf 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 326 lb uplift at joint 12, 175 lb uplift at joint 8 and 261 lb uplift at joint 11. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) "NAILED" indicates 3-1 Old (0.148"x3") or 3-12d (0. 1 48"x3.25") toe -nails per NOS guidlines. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 198 lb down and 94 lb up at 0-1-12, 165 lb down and 103 lb up at 2-3-12, 184 Ito down and 123 lb up at 6-3-12, 130 lb down and 95 lb up at 8-3-12, and 70 lb down and 51 lb up at 10-3-12, and 25 lb down and 16 lb up at 12-5-9 on tap 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) Standard QRofEsslo,�c w4 140 z Fy y�0 �y C 70068 January 23,2019 WARNING - Verily design parameters, and READ NOTES ON THIS AND INCLUDED MIIEK REFERENCE PAGE MII-7473 rev. 10N3/2015 BEFORE USE. Oeatgn valid for use only with MiT" cennaclors. This design Is based only upon parameters shown, and Is for an Individual budding wmporlenl, not a truss eyetam. Before use. the building designer mutit verify the appltbablrlty of design parameters and properly incorporate this deatgn Wo the overall building deal gn. Braorg indtunod Is to prevent buckling or individual truss web andlor chord me mbom patty. Additional temporary and permanent bracing is always repulM4 for stability and to prevent Collapse With possible porsanal Injury and property damage. For general gurdenoo regarding the fabiinliw. iota deilvary aracIton and bracing of trumes grit [fuss sys,latns, a" ANSVTPI7 Quallly Cdterls, OSS-89 and SCSI Building Component Salefy hard 10101 n available from Truss Plate In¢titute, 218 W Lae S1raal. Sulle 312, Alaxandria, VA 22314, MiTek' 250 Klug Circle rnrnno re o.aan ,job Truss Truss Type VB180072 C07 ROOF SPECIAL Integra Truss, Banning, CA LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-4=-80, 4-6=-80, 6-7=-80, 8-12=-20 Concentrated Loads (Ib) Vert: 1=-198 3=-73 14=-125 16=-85 17=-153 20=-9 22=-5 82220 s Nov 16 2013 MTek Indusirfas, Inc. Tue Jan 22 16:51:11 2019 Page 2 ID:3_EekScHscHCIVSoEl8V4EyckNp-fdv99L3Uu_?m7whOrv6zgAmJ Ik2ZgM_XlfsjOzskwU A WARNING - Ve ft design paremetere and READ NOTES ON THIS AND INCLUDED MIIEK REFERENCE PAGE M11-7473 rev. IOM2,2015 BEFORE USE. Ceslgn valid for use only with MITvk® connectors. Thla design is based only upon parameters shown, and Is for an irldlvldual bullding compunond, net a l+uss system. Before use, the bultding doz Wmr must rurgy the applicability of design pprameiare and property Incorporale thla daVgn into itdo ovarap MR bullding dasign. Bracing Indicated it to prevont huck9ng of individual truss web ardror chord members only. Additional lempomryand permanent brecing MiTek' rs atwaya required for stability and to wavant collapse vlitll possible personal mjury and property damayo- For general guidance regarding the fabrication,slorege. delivery, erecilon and bracing of lmussms and trues systems, sea ANSUTPII Quialfly Cdfeds, OSS-89 arrd SCSI Building Component 250 Mug Circle Sategr Mlwrnallan evaltable hem Truss Plate Inelituio, 218 N. Leo Street. Sulle 312. Alexandria, VA 22314, Corona, CA 92880 Job ITruss Truss Type aty Ply Zethet Residence K5638529 INBl 00072 C08 ROOF SPECIAL 1 1 Job Reference 11pne.�� Integra Tots, Benr/ing, CA 8,220 s Nov 16 2016 IuliTek Indowries, Inc. Tue Jan 22 16:51:12 2019 Page 1 I D:3_EekScHscHCIV SoE I BV4EyckN p-7gTXM h36fi6sOH VtyZQLVujwki4d I Hf7lyOQGSzskwT 3 4 8 8-5-14 12-10-13 i 19-2-15 I 24-10-8 2fr1Sh& 8 4 8 5 1 B 4.4-15 04-11 5-9-7 5-7-9 1 0 0 2x4 11 3x4 = 36 = 4x6 Scale=1:45,0 3x4 = 3x6 = 5x8 = 3x6 = 2x4 II 3 4-B 13-5-0 1t1.2-15 24108 3-0 8 10.1.0 5-9-7 5-7-9 Plate Ofleets ,1' -- It1:4 d D l]-3 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.20 10-11 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 j BC 0.51 Vert(CT) -0.53 10-11 >479 180 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT) 0.03 8 n/a n/a 1 BCDL 10.0 Code IBC2015/TPI2014 Matrix -MS Weight: 152 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 5-104 oc purlins, BOT CHORD 2X4 OF No.1 &Btr G except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-4. WEBS 2X4 OF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. WEBS 1 Row at midpt 3-11 REACTIONS. (Ib/size) 12=-110/Mechanical, 8=1231/0-5-8, 11=2093/0-5-8 Max Horz 12=-312(LC 4) Max Uplift 12=-245(LC 10). 8=-193(LC 5). 11=-285(LC 5) Max Grav 12=29(LC 16), 8=1231(LC 1), 11=2207(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1093/207, 4-5=-1204/201, 5-6=-1215/155, 6-8=-1175/223 BOT CHORD 10-11 =-1 30/765, 9-10=-126/1134 WEBS 5-9=-456/111, 6-9=-116/1188, 3-11 =-1 398/266, 3-10=-14/561, 2-11=-838/193, 2-12=-43/317 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=11 Omph (3-second gust) Vasd=B7mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 25-11-1; 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.Opsf 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.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. r SSILO) 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 245 lb uplift at joint 12, 193 lb uplift at R�r 4Q 1N G joint 8 and 285 lb uplift at joint 11. does depict the the the the top and/or bottom chord. J� 9) Graphical purlin representation not size or orientation of purlin along �� Q ZM 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 80 lb down and 43 lb up at U C 70068 1-5-4, 80 lb down and 43 lb up at 3-5-4, 114 lb down and 54 lb up at 4-5-12, 114 lb down and 54 lb up at 7-2-4, 80 lb down and :a 43 lb up at 9-10-12, and 80 lb down and 43 lb up at 10-9-12, and 116 lb down and 53 lb up at 12-10-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. P. 020 LOAD CASE(S) Standard Q 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 9 Uniform Loads (plf) 1FQ Vert: 1-4=-80, 4-6=-80, 6-7=-80, 8-12=-20 January 23,2019 WARNING - vedy design parameters end READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE 11111-7473 rev. 101031M15 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. Forgenoral guidance regarding the M i%k_ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPI1 Ou Nly Crtlerla, DSB-89 and SCSI Building Component c.Ren. I.,lnw,,.nnn c.nllehln from T-- Plain I.Off.de 91A ti I uo Rfrnof Rniro 112 Aln..Md. VA 99i1A 250 Klug Circle r.—nw (.A Q7AAn r004 Truss Truss Type Qty Ply �Zerbst Residence K5638529 JB180072 C08 ROOF SPECIAL 1 1 8.220 s Nov 16 2018 MfTek Industries, Inc. Tue Jon 221S'51'12 W19 Page 2 I D:3_EekScHscH CI VSoE18V4Eyck Np-7gTXMh 36fl6sO H VtyZQ LVujwki4d I Hf7lyOQGSzskwT LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 13=-80 14=-80 15=-114 16=-114 17=-80 18=-80 19=-113 ,& WARNING - Verify design parametersend READ NOTES ON THIS AND INCLUDED MIiEK REFERENCE PAGE 11111-7477 rev. 10103,2015 BEFORE USE. Design valid for use only with MITek® connector:. This design is based only upon parameters shown, and is for an individual building component, not a trues system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, wcrage. dsllvery. erecilon and bracing of trusses and truss systems, see ANSYTPH Quality Cdteds, DSB-SO and BCSI Building Component SafetyInformstkm avallsbie from Truss Plate Institute. M N- Lee Street, Suite 312, Alexandria, VA 22314. MiTek 250 Mug Circle Corona, CA 92080 Job Truss Truss Type 'WB180072 C09 ROOF SPECIAL Integra Truss, Banning, CA 8.220 s Nov 16 2018 MITak Induslrles, Ino. Tue Jan 22 16:51:13 2019 Page ID:3_EekScHscHCIVSoEl8V4EyckNp-c01 wa 14kQbEjOQ43WGxa25G5X6P W 1 inH_c8zovzskwS 14-10A3 15.5$ 19-11.9 24.10.6 5 10$ 5-4-16 0;6-1 .4 &t 4-70-15 — 1 1.0 1.5x4 II 3 4.8 9-5.14 3.4-8 6.1.6 3x4 = 4x8 = Ply Zerbst ReSMensa 4x6 K5638530 Scale = 1:44.0 9 N 3x4 = 3x6 = 5x6 = 3x8 = 3x8 = 3 4 B 9.5.14 15 °a 8 24-1 M 3 4 9 6-14 5-11-10 9-5-0 Plate Offsets X Y 10:0-3-0 0-3.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Wall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.15 8-9 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.48 8-9 >533 180 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code IBC2015lrP12014 Matrix -MS Weight: 149 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 DF No. 1&Btr G except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-4. WEBS 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. WEBS 1 Row at micipt 3-11 REACTIONS. (lb/size) 12=-143/Mechanical, 8=1121/0-5-8, 11=1692/0-5-8 Max Horz 12=-280(LC 4) Max Uplift 12=-190(LC 10), 8=-181(LC 5), 11=-266(LC 5) Max Grav 12=25(LC 16), 8=1121(LC 1), 11=1711(LC 20) FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 3-4=-960/171, 4-5=-1054/167, 6-8=-301/125 BOT CHORD 10-11=-120/792, 9-10=-120/792, 8-9=-124/904 WEBS 5-9=-105/300, 5-8=-1128/158, 2-11=-740/197, 3-11=-1245/206, 3-9=-38/302, 2-12=-41 /318 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11 Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 25-11-1; 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.Opsf 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. Essh) 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 190 lb uplift at joint 12, 181 lb uplift at �'tft � Q �� joint 8 and 266 lb uplift at joint 11. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �<< }�P�N,ING _ 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 165 lb down and 105 lb up at U C 70068 tT1 1-5-4, 153 lb down and 103 lb up at 3-54, 185 lb down and 128 lb up at 4-5-12, 184 lb down and 128 lb up at 7-2-4, 147 lb down Z5 and 101 lb up at 9-10-12, 147 lb down and 101 lb up at 10-9-12, and 115 lb down and 79 lb up at 13-64, and 200 lb down and 131 lb up at 14-10-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. EXP. 9-30-2020 �r LOAD CASE(S) Standard 1) Dead + Roof Live Lumber Increase=1.25, Plate Increase=1.25 CIVIL\P (balanced): Uniform Loads (plf) OFCA1 Vert: 14=-80, 4-6=-80, 6-7=-80, 8-12=-20 January 23,2019 WARNING - V.H& design parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERENCE PAGE MII-7473 rev. 10103,2015 BEFORE USE. Design valid for use only with MITek® connedors. This design Is based only upon parameters shown, end Is for an Individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indlcated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing I�P� is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI7 Quality Criteria, DSO.89 and BCSI Building Component 250 Klug Circle Safety Informadon available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandde, VA 22314. Corona CA 92880 'Job 'Truss VB180072 C09 Integra Truss, Banning, CA LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 13=-5 15=-56 16=-56 Truss Type ROOF SPECIAL Residence K5638530 0,220 s Nov 16 2015 Welk Industries, Inc. Tue Jan 22 16:51:13 2019 Page 2 ID:3_EekScHscHCIVSoE18V4EyckNp-c01 wal4kQbEjOQ43WGxa25G5X6PW 1 inH_cBzovzskwS A WARNING - Verily dwlgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE HIP7473 rev. 10M3,2015 BEFORE USE. Oasign wand for use only with MITo%S connectors. This design Is based only upon paramelem shown, and is for an Indlvldunr bLkMhtg component, not �� a truss syslom. Before use, Ins building dampner muss vertty the applicability of design parameters and property Incorporate this design Into the overall bullding dosrgn. Bracing indicaled Is to prevent buckling of indMduat cuss web andlor chord mombors only. AddIdonel temporary and parmnnanl bradng M iTek is always required for elability and to preveril Cnliapea wilh possible personal injury and property damego. For general guidance ragarding pia Fabricatlon, areraga, delivery, eracllon and bradng of trusses and truss systems, see ANSVMH Quality Criteria, OSE"P and SCSI Building Component 250 Klug Circle Safety In1bnmar too avoFloble from Truss Poole insliiuie, 218 N. Lee Streol. Suge 312, Alexandria. VA 22314. Corona, CA 92880 Job Truss Truss Type iQty Ply rbslRAsW0"M K5638531 WBI80072 CIO ROOF SPECIAL GIRDER 1 �zJqeb ReTerearce (opttona! Integra Trues, Banning, CA 8 220 s Nov 15 2018 MITek Industries, Inc. Tue Jan 22 16:51:14 2U1 a rage 1 ID:3 EekScHscHCIVSoE18V4EyckNp-4CbinN5NAvMZdafF4zSpaJoDeWiumOdODGtXKLzskwR 1 2 G 6 6 8 7.6-0 10-1.0 13 8 5 1 1 17-8.13 21-" FIT 1�-0 6.3.8 1-0.8 2-7-0 3.5.6 1 3-8.13 3.8.3 7-00 4x10 = 1.5x4 II 34 11 3x6 = 3x6 = 3x4 = 4x4 4.00 112 4x4 = NAILED 3x6 II 5x6 = NAILED 3x8 = 44 = 3x6 II 3x8 = NAILED LSU26 NAILED NAILED NAILED N Scale = 1:46 1 1-2-0 r fi "•" 40 17.7 13 21•$ t1 1-2-0 b3 B 17-0-0B0 T" .8.149 3$ 3 Plate Offsets X,Y 4:0 3 6 01 14:113 B 0 1-B LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.20 12-13 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0.65 VBrt(CT) -0.58 14 >441 180 BCLL 0.0 Rep Stress Incr NO WB 0.68 Horz(CT) 0.01 10 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MS Weight: 319 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No. I&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 OF No. 1&BIT G "Except" except end verticals, and 2-0-0 oc purllns (6-0-0 max.): 1-6. 10-12: 2X6 DF SS G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF No. 1&Btr G JOINTS 1 Brace at Jt(s): 1, 17, 18 REACTIONS. (lb/size) 16=1427/0-5-8, 10=1438/0-5-8 Max Horz 16=-252(LC 22) Max Uplift 16=-434(LC 4), 10=-61O(LC 5) Max Grav 16=1696(LC 26), 10=1626(LC 27) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-403/1091, 2-3=-2029/668, 3-4=-1169/398, 4-5=-1709/643, 5-6=-1771/805, 6-7=-1894/832, 8-10=-267/129 BOT CHORD 15-16=-208/751, 14-15=-277/970, 13-14=-589/1729, 12-13=-589/1729, 11-12=-592/1738, 10-11=-528/1339 WEBS 6-11=0/322, 7-11=-400/709, 7-10=-1866/737, 5-12=-291/245, 4-13=-973/1964, 4-14=-3805/1836, 17-18=-1121/380, 2-16=-3966/1153, 14-18=-860/1960, 3-18=-723/1556, 15-17=-396/1628, 2-17=-396/1628, 5-11=-427/322, 2-18=-770/2266 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: 2x4 - 1 row at 0-9-0 oc, 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 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C 22-6-9; left left right �()FESSIONI Q 2yq `�`Lc Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to cantilever and right exposed ; end vertical and exposed;} pM�NG P Lumber DOL=1.60 plate grip DOL=1.60 �_� 0 2� 5) Provide adequate drainage to prevent water ponding. U C 70068 tr 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. :3 ✓D 7) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0-0 wide 9 3a 20 will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 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 434 lb uplift at joint 16 and 610 lb uplift S P at joint 10. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord 11) Use Simpson Strong -Tie LSU26 (6-1 Od Girder, 5-1 Odx1 1/2 Truss) or equivalent at 13-6-8 from the left end to connect truss(es) to back face of bottom chord, skewed 45.0 deg.to the left, sloping 0.0 deg. down. January 23,2019 pBAIFriU411 111 iyDieQwhere hanger is in contact with lumber. WARNING - Verily design perimeters and READ NOTES ON THIS AND INCLUDED Mr7EK REFERENCE PAGE MII-7473 rev. 1"12015 BEFORE USE. I �� Design valld for use only with MITek® connector:. This design Is based only upon parameter: shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage- For general guidance regarding the M i%k' labflcallor, worago. oewery, era[lia,L and bracing of trusses and truss systems, see ANSMH Quallly Crltarla, OSS-89 and BCSI Building Component c.r..e. r,.r.,......rr.... -.He hl. rmm T....PI.fe 1—H1,4> 91A N I oo cf„,or c„w. 119 Alr..,.ndrto VA 22a1a 250 Klug Circle r,,,,.,,,. r.A 017RRn ,.job Truss Truss Type Qty Ply Zerbst Residence K5638531 4BI80072 C10 ROOF SPECIAL GIRDER 1 I Joh Reference {opt#onal} Integra Truss, BaRning, CA 6.220 s Nov 18 2018 MiFek Indusirfes, Inc, Tue Jan 2210:81:15 2019 Page 2 I D:3_EekScHscHCIVSoEl8V4EyckNp-YP8g?j6?xDVQFkDSdhz27W LOOv27VbtaSwd4snzskwQ TOTES. 13) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. t4) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 200 lb down and 106 lb up at 0-1-12, 181 lb down and 99 lb up at 1-1-4, 175 lb down and 102 lb up at 3-9-12, 132 lb down and 79 lb up at 6-6-1, 132 lb down and 79 lb up at 7-5-4, 132 lb down and 92 lb up at 10-1-12, and 233 lb down and 159 lb up at 12-1-12, and 247 lb down and 479 lb up at 13-6-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-80, 6-8=-80, 8-9=-80, 10-16=-20 Concentrated Loads (lb) Vert: 1=-171 2=-26 21=-160 22=190 25=48(B) 26=-530(B) WARNING - Vergy design parameters and READ NOTES ON THIS AND INCLUDED UREK REFERENCE PAGE MII.7473 rev. 104)312015 BEFORE USE. Design valld for use only edU<MiTek® connecters_ This design is based only upon paramalars shown, and la for an Indlvlduel bultding cemponanl, not a irusa system. tWDra use. the bullding deelgner must verify the aplAcabllity of dosign pammetw5 and properly inoorporaie Oils design Into IRe overall building design. Bracing Rldicaied in to provent buckling of individual [Fuss web andlor chord members only. Additional lemporary and permnneni hracing is always required for stability and fo prevent collapse with possible personal injury and property damage. For general guidance regarding the tebrlcallon, storage, deltvery. erecllon and bracing of trusses and truss systems, see ANSUTPH quality Cdferla, OER-BB and SCSI Building Component Safety Information avaldbla Rom irusn Plata Insututo, 218 N. Lee Street, Sub 312, Alexandria, VA 22314, MiTek' 250 Klug Circle Corona, CA 92880 Job ITruss Truss Type INB180072 C10A FLAT GIRDER Integra Truss, Banning, CA lQty liPly ;Zerbst Residence K5638532 1 1 .Job Reference (optional) 8.220 s Nov 16 2018 MITek Industries, Inc. Tue Jan 22 16:51,15 2019 Pago t ID:3_EekScHscHCIVSoEl8V4EyckNp-YP8g?j6?xDVQFkDSdhz27W LThv7wVjHaSwd4snzskwQ 3-10-0 3-10-0 Scale = 1:29.5 4 NAILED 3 1.5x4 II 3x4 = 3.10.4 -� 3-10-0 LOADING (psi) SPACING- 2-2-0 CSI. DEFL. in (loc) I/deft IJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.02 3-4 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.07 3-4 >593 180 BCLL 0.0 Rep Stress Incr NO WB 0.14 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code IBC2015frPI2014 Matrix -MP Weight: 31lb FT=20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins, BOT CHORD 2X4 DF No.1 &Btr G except end verticals. WEBS 2X4 DF No 1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=368/Mechanical, 3=42810-5-8 Max Horz 4=-338(LC 4) Max Uplift 4=-312(LC 4). 3=-303(LC 5) Max Grav 4=534(LC 15), 3=582(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-373/320, 2-3=-316/83 BOT CHORD 3-4=-264/272 WEBS 1-3=-291/291 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-8-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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 312 lb uplift at joint 4 and 303 lb uplift at joint 3. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection devlce(s) shall be provided sufficient to support concentrated load(s) 270 lb down and 124 lb up at R�FES510 1-5-4, and 235 lb down and 115 lb up at 3-8-4 on top chord The design/selection of such connection device(s) is the responsibility fy. 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). C 70068 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.253d I Uniform Loads (pig P. 2�2(7 Vert: 1-2=-87, 3-4=-22 Concentrated Loads (lb) 1Q Vert: 2=-136 6=-74 8=-203(B) IF January 23,2019 WARNING • Verify design parameters end READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE MII-7473 rev. 10103/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability or design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek_ is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the ` Inlfl:�.Aon, ;:ur:run, d0wery, a oawn and bracing of trusses and truss systems, see ANSnFI1 Quallly Crlterle, DSB-89 and BCSI Building Component �.I.,,.r Inrn,w, •f�nn n,-allahl. r.•�.. T'n,-- Plat. In-tlh R" 91A N I a. Ctraat C„ea 119 Al--irl. VA 99A1A 250 Klug Circle rnrnn" rA A9AAn Jab Truss Truss Type VB180072 CGA1 DIAGONAL HIP GIRDER Integra Truss, Banning, CA &220 a NOV 15 2016 MiTek I'nGualrlas, Ina TUB Jan 22 16:51:16 2019 Page 1 ID:IBHsYcRgBtB5TigBkBNQZtyJbyF-Obi2C26di WdHtuoeBOVHgkufZJWvE70jgaMdPDzskwP 7-5-12 11-3-0 1 11- 3-10_14 3-9-4 6-6 -OADING (psf) TCLL 20.0 CDL 20.0 BCLL 0.0 3CDL 10.0 -1-5-0 3-6-13 1-5-0 3-6-13 Scale = 1:39,5 NAILED Special 2x4 11 2.83 12 Rner al 5 6 12 NAILED V J 8 3x6 II 3x4 = 3x4 = 6x6 = NAILED NAILED NAILED Special NAILED NAILED 3 6 13 7-&12 113-0 11 12 3 &13 3-10-14 3-9, 04- 2 SPACING- 2-0-0 CSI. FD. in (loc) I/deg L/d PLATES GRIP Plate Grip DOL 1.25 TC 0.22L0.02 10-11 >999 240 MT20 220/195 Lumber DOL 1.25 BC 017T)-0.03 10-11 >999 180 Rep Stress Incr NO WB 0.34CT) 0.01 9 n/a n/a Code IBC2015lTP12014 Matrix -MS Weight: 73 lb FT = 20% UMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD 130T CHORD 2X4 DF No.1&Btr G NEBS 2X4 DF No. 1&Btr G BOT CHORD ZEACTIONS. (Ib/size) 12=768/0-7-6, 9=1 221 /Mechanical, 6=-70/0-2-2 Max Horz 12=350(LC 5) Max Uplift 12=-568(LC 4), 9=-622(LC 5), 6=-231(LC 11) Max Grav 12=882(LC 15), 9=1377(LC 16), 6=135(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-836/553, 2-3=-621/356, 3-4=-588/280, 5-9=-419/220 BOT CHORD 11-12=-307/225, 10-11=-510/674, 9-10=-330/565 WEBS 3-11=-278/32, 2-11=-390/754, 4-10=-206/322, 4-9=-849/455 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 9-3-8 oc bracing. NOTES - I) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Corril -1-5-6 to 2-9-8, Exterior(2) 2-9-8 to 11-11-8; 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. 7) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. i) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. i) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. /) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 568 lb uplift at joint 12, 622 lb uplift at joint 9 and 231 lb uplift at joint 6. 3) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6. 9) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0. 1 48"x3.25") toe -nails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 206 lb down and 139 lb up at 8-5-6, and 206 lb down and 139 lb up at 8-5-6 on top chord, and 222 lb down and 49 lb up at 11-3-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the fare of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard ') Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-80, 2-5=-80, 5-7=-80, 8-12=-20 Concentrated Loads (lb) Vert: 5=-70(F) 9=-217(F) 14=-45(F=-22, B=-22) 15=-215(F=-108, B=-108) 17=-19(F=-9, B=-9) 18=-59(F=-29, B=-29) QRpF�CSSI�/y�( �o oMNG z Fy y�0 �Z C 70068 EXP. 9-10-2020 January 23,2019 A WARNING - V ft design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE 11111-7473 rev. 10A73/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, notHK a truss system. Before use, the building designer must verify the applicability of design parameters and property Inwrporate this design into the overall _ building design. Brscing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrEcatlon, atgrage, delwery, aresdon and bracing of trusses and Iruas systems. see ANSIITP11 Quality Crfterla, DSB-89 and BCSI Building Component 250 Klug Circle SalaryInlormallon avalWie from Truss Plate Institute, 218 N. Los Street, SuPto 312, Alexandria, VA 22314. Corona, CA 92880 Job Truss Trusa Type 'WB180072 CGA1A DIAGONAL HIP GIRDER Integra Truss, Banning, CA 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:51:17 2019 Page 1 I D:I BHsYcRq BtB5Tig BkB NQZIyJbyF-U nG0007 FTq 18 U 2 Ng160 W CxQgJjsBzaetvE6BxgzskwO 1-5.0 , 3-6-13 7-5-12 11-3-0 __ 111-11� 1-5-0 3-6-13 3-10-14 3-94 0-8-8' Residence NAILED Special 2x4 I I 2.83 12 enn,afli 5 6 I� 0 12 NAILED - V 8 3x6 II 3x4 = 3x4 = 6x6 = NAILED NAILED NAILED Special NAILED NAILED K5638534 Scale = 1:39.5 3�0.13 7-5-12 11-3-0 7_f�12 3.6-13 3 10.14 3 ti 4 0- 2 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 022 Vert(LL) 0.02 10-11 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.03 10-11 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(CT) 0.01 9 n/a n/a BCDL 100 Code IBC2015fTP12014 Matrix -MS Weight: 73 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 DF No 1 &Btr G except end verticals. WEBS 2X4 OF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 9-3-8 oc bracing REACTIONS. (lb/size) 12=768/0-7-6, 9=1 221 /Mechanical, 6=-70/0-2-2 Max Horz 12=350(LC 5) Max Uplift 12=-568(LC 4), 9=-622(LC 5). 6=-231(LC 11) Max Grav 12=882(LC 15), 9=1377(LC 16), 6=135(LC 6) FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-12=-836/553, 2-3=-621/356, 3-4=-588/280, 5-9=-419/220 BOT CHORD 11 -1 2=-307/225, 10-11=-510/674, 9-10=-330/565 WEBS 2-11=-390/754, 3-11=-278/32, 4-9=-849/455, 4-10=-206/322 NOTES- 1) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Corner(3) -1-5-6 to 2-9-8, Exterior(2) 2-9-8 to 11-11-8; 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.Opsf 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 at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 568 lb uplift at joint 12, 622 lb uplift at joint 9 and 231 lb uplift at joint 6. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6. 9) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NOS guidlines. �ypFESSI�N 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 206 lb down and 139 lb up at �, G 8-5-6, and 206 lb down and 139 lb up at 8-5-6 on top chord, and 222 lb down and 49 lb up at 11-3-0 on bottom chord. The 2 �Q}P design/selection of such connection device(s) is the responsibility of others. _ 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). C 70065 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 * 9-30- 20 Uniform Loads (plf) Vert: 1-2=-80, 2-5=-80, 5-7=-80, 8-12=-20 P Concentrated Loads (lb) Vert: 5=-70(B) 9=-217(B) 14=-45(F=-22, B=-22) 15=-215(F=-108, B=-108) 17=-19(F=-9, B=-9) 18=-59(F=-29, B=-29) January 23,2019 ,& WARNING - VerHy design perimeters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an indMduel building component, not MR, a truss system Before use, the building designer must verify the appllcablllty of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual buss web and/or chord members only. Additional temporary and permanent bracing M iTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-69 and BCSI Building Component Raf— /nfn"mnann n"ell"hle Gnm T.— Plnfn Ineflh Jn 91A N I m Rfronf R„xn 112 Alnv Mri" VA 99a1A 250 Klug Circle I—, a .1- ,job Truss Twos Type JB1800 22 CQC1 DIAGONAL. HIP GIRDER I Inlagra Truss, Banning, CA 1-ti-0 5•� bst Resldence K5638535 8.220 s Nov 16201$ MlTek Indusofes, Ina Tue.lan 22 16:51:79 2019 Page 1 ID3_EekScHsUHCIVSDE18V Np-OAOBg49V7R7skL DSX2_HMW7_XVNRTL9MYbH7YzskwM io." 16-4 2 17-7-6 5-3-4 2-11-11 NAILED Scale=1:44.4 20 0 I$ 1z NAILED NAILtu 6 I 3x4 = 6x6 3x= NAILED NAILED NAILED NAILED S34 u-rrc _OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ifdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vart(LL) 0.07 11-12 >999 240 MT20 2201195 CDL 20.0 Lumber DOL 1.25 BC 0,31 Vert(CT) -0.08 10-11 >999 180 BOLL 0.0 Rep Suess Incr NO WB 0,39 Horz(CT) -0.01 7 nla nla Weight: 71 lb FT = 20% 3CDL 10.0 I Code IBC20151TPI2014 Matrix -MS _ '.UMBER- BRACING- fOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. 9OT CHORD 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 9-5-11 oc bracing. NEBS 2X4 DF No. 1&Btr G tEACTIONS. All bearings 0-2-2 except (jt=length) 12=0-7-6, 10=Mechanical, 5=0-4-4. (lb) - Max Horz 12=414(LC 12) Max Uplift All uplift 1001b or less at joint(s) 6 except 12=-550(LC 4), 10=-766(LC 5), 5=-560(LC 11). 7=-150(LC 4) Max Grav All reactions 250 lb or less at joint(s) 6 except 12=821(LC 15), 10=1476(LC 16), 5=383(LC 6), 7=262(LC 16) FORCES. (lb) -Max. Comp.lMax. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2-12-7221452, 2.3-6361310.34=-2621133, 4-10-9081438 30T CHORD 11-12--4001273. 10-11=-481I656 +NEBS 2-11 -3141732, 3.1G=-7501539 NOTES- ) Wind: ASCE 7.10; Vult=110mph (3•second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed Corner(3) -1-5.6 to 2-9-8, Exterlor(2) 2-9.8 to 17-7-6-, cantilever left and right exposed; and vertical left and right exposed: Luinber 00L=1,60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. } ' This truss has been destgned for a live load of 20.Opsf 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. A plate rating reduction of 20% has been applied for the green lumber members. a) Refer to girder(s) for truss to truss connections. e) Provide mechanical connectlon (by others) of truss to bearing plate at joint(s) 6, 7. 1) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except Qt=lb) 12=550, 10=766. 5=660, 7=150. �� MkNG S} Beveled plate or shim required to provide full bearing surface with truss chord S joint(s) s 6, 7. 9) "NAILED" Indicates 3-10d (0.148'x3) or 2-12d (0.148"x325") toe-nal1: per NDS guidlines. 90 .� 0) Hangef(s) or other connection devlre(s) shall be provided suffident to support concentrated load(s) 224 lb down and 153 lb up at } 8-1-2, and 207 lb down and 140lb up at 8-5.6, and 23 lb down and 14 lb up at 17-7-6 on top chord. The designlselection of such J C 70068 connection device(s) Is the responsibility of others. or back (B). P. 9-30- 020 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) LOAD CASE(S) Standard } Dead + Roof Live (balanced): Lumber Increase=125, Plate Increase=1.25 Uniform Loads (plf) �F Vert: 1-2=-80, 24=-80, 4-8=-80, 9-12=-20 January 23,2019 an Dane WARNING - Vsrlly das%n paramofrrs and MAO MOTES ON TufB AND MICLf1DED NITER RF.FERENCEPARE hF11-7473 rev. I&V3MU BEFORE USE. �� DOW valyd for use oMy wuh hQToM oadnedore. This design Is based only upon paramelors shown, and Is for an i IvIdu lbuIdasFgrli �m o r+Worali a truss rWam. Before use, the building designer must verify the appllcabiRty of design parameusrs and properly me 11 iTek building design, $racing indicated Is to prevent buckling dr Individual buss web andlor Chord members only. Addidona3 6smperary and permnnoni braelrq IY1 is always required for srabilily and M preranl collapse with poaslble pm8onol Injury and property damage. Far 9aneml guldance regarding tars SBbrlcetion, 5ldrage, daI]vary, oracllon and b &g of trusses aw thus 5yslema, see ANSL7PH QINAry Cr1Wr1R, p5a-8fr And SCSI evlMfnit Compononf Corona, na, Circle Sdey Informsb'on availstaa horn Truss Plate Inslhulo, 218 N. Lee Slreei. Suiro- 812. Woxendde, VA72314. — Corona, C i 92880 Job TIRM Tors Type Rty ply Zerbs! Residence 180072 C001 DG4GONAL HIP GIRDER K5638535 1 1 Integra Truss, Banning, CA Job Reference o onsl 8.220 s Nov 16 2018 MiTek Industries, Inc- Tua Jan 22 16:51:19 2019 Page 2 LOAD CASE(S) Standard ID:3 EekSCHacHCIVS*EISV4EyckNP-OAOBg49V7R7skLxDsx2_MMWy—XVNRTLgMYbH?YWmM Concentrated Loads (Ib) Vert: 8=-9 16=-22(F) 17=-109(B) 18=-108(F) 23=-3(B) 24=-9(F) 25=-30(13) 26=-29(F) WARNWO • VOMY doelgopriremefM &ad RFAD NOTES ON THIS AND INCLUDED MFIFX 7[ gEFEREhr AAOE Md-TQ.! roV. WTnp73 BEFORE USE.a l+u�ssAeyblpm- fiefproVaW for Me nuae he ullWn da kO - T�Is design la hasetl poly upon parametem shown, and is for an lr"ldual buMbV mmponanl, opt bcl d1 dC 9 vunl n buckling verify the npplkaf7lNy P1 d96ipn Parametdra and properly incon cmto this ditgn into the overall I6 alwaa m9t [red I'm Bracing and fio pre ronl Co eu ggk�th} lndNkiusl WSS weh andlor chord members only. Addnloni l tumPOMTV and par noel hroCing T +I }ahricalion, alp nny/ P POSSIfiO Ppr9enei Injury and properly damage. Far gengrai guidance rngordlrrg the Mi letc. 3m&W 1AfiPm?&Ek rr davaaeMn from Trws Plate Imil lu g Of b, 21a N, Ls Ono tfuss oe SVea[,Sr Ito 312, Alexandria. V�T a iry CND+' D' p *old 8C5! Building Caniponenl 250 Klug Circle rJob Truss Truss Type 15ty Ply Zerbst Residence K563B536 .VIVNB180072 CGC10 DIAGONAL HIP GIRDER 1 1 _ Job Reference o floral ttdrintegra Trues, Banning, CA 8.220 s Nov 18 2018 MITek Industries, Inc. Tue Jan 2216:51:21 2019 Page 1 ID:3 EekScHscHCIVSoEl8V4EyckNp-NZWxFmAmX3Fazfhcy4SNnbWnKDevS7Sgs404RzskwK 17-7-6 -1.6-0 7.4-13 f1.3-f1 7;-x-71 77-0-70 1T 1S•O 3-10-3 34-11 3-10�2-11-11 2.9.16 0!5-1 3x4 2 15 1.5x4 II NAILED NAILED NAILED 3x4 = 18 NAILED 17 3 u J�,r�lr'4 16 23 14 24 25 NAILED 0-1-1 Scale = 1:43.9 22 8 910 2.63 12 NAILED Ic%r r a �20 ) X BI 21 NAILED Special 5 3x4 = 19 4 NAILED 3x4 NAILED 3x4 = NAILED NAILED 3-10-3 3-164 _COADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 'CCDL 20.0 Lumber DOL 1.25 'BCLL 0.0 Rep Stress Incr NO f ,, $3(3CDL 10.0 Code IBC2015/TPI2014 ".11,-UMBER. fTOP CHORD 2X4 DF No.1&Btr G , 48OT CHORD 2X4 DF No.1&Btr G NAWEBS 2X4 OF No. 1&Btr G 26 27 11 12 NAILED 3x6 = NAILED 7-4-11 11.3-0 11112 s 6 s 9-f 0.5 CSI. DEFL. In (loc) I/deft Lid PLATES GRIP TIC 0.19 Vert(LL) 0.0214-15 >999 240 MT20 220/195 BC 0.13 Vert(CT) -0.01 13-14 >999 180 WS 0.13 Horz(CT) -0.01 9 n/a n/a Matrix -MS Weight: 81 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. tREACTIONS. All bearings 0-2-2 except (jt=length) 15=0-7-6, 12=Mechanical, 13=0-7-12, 6=0-4-4, 9=0-0-6. (lb) - Max Horz 15-413(LC 5) ! Max Uplift All uplift 100 lb or less atjoint(s) 8, 9 except 15=-393(LC 4), 12=-414(LC 5), 13=-447(LC 4), 6=-300(LC 14), 7=-104(LC 4) Max Grav All reactions 250 lb or less at joint(s) 6, 7, 8, 9 except 15=576(LC 16), 12=674(LC 19), 13=879(LC ` 19) +S TL 0,11FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. •�'NfOP CHORD 2-15=-521/366, 2-3=-330f170, 5-12=-561/268 j 30T CHORD 14-15=-374/253, 13-14=-3821385 %WEBS 2-14=-241/467, 4-13=-455/161, 3-13=-407/384 NOTES- / :) Wind: ASCE 7-10; Vult-110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Comer(3) -1-5-6 to 2-9-8, Extedor(2) 2-9-8 to 17-7-6; cantilever left and right exposed ; end vertical left and right exposed; Lumber +S I) 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. 'k M *This truss has been designed for alive load of 20.Dpsf 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. ,0h) A plate rating reduction of 20% has been applied for the green lumber members. 05) Refer to glyder(s) for truss to truss connections. . A) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7, 8, 9. 0'JN) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 9 except (jt=lb) 15=393, 12=414, 13=447, 6=300, 7=104. �t IQ) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6, 7, 8, 9. 9) "NAILED" Indicates 3-1Od (0,148"x3") or 2-12d (0.145'x3.25) toe -nails par NDS guldlines- �� 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 206 lb down and 139 lb up at 8-5-6, and 204 lb down and 140 lb up at 10-1-3 on top chord. The design/selection of such connection device(s) is the responsibility of others. 1) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). (v' LOAD CASE(S) Standard I Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-80, 2-5=-80, 5-9=-80, 9-10=-40, 11-15=-20 I? � ESSIOA?4, O IING Fy C 70068 January 23,2019 WARNING - Verfy design parameters and READ NOTES ON THIS AND INCLUDED N'REK REFERENCE PAGE Ull-7473 rev. M10312015 BEFORE USE. Dasip valid fur use only with M170 m cormeolara, This design Is based only upon parameters etw n, and is For an Indlvidusl bulldmp Component, not a truss 3ys%m- Before Do% the bu8ding daslgndr must varily lino applicablhty of daslgn parametars and properly Incorporate Ihla daalgn Into line ovaras buidrg design. Sredng NWIcaled is to pravant buckling of indWldual Iruss web andler chord members only. Addlb"; temporaryand pennnnont bmcing M)T e k I is away& required for atabaity end 10 prevent collapse with possible persa"I Injury and property damage. For general guide nce regarding the fekbneallon, storage, dollvwy. ens dun and bradng of uua sas and Iruss systems, sea ANSM11 quality Crltaria, DS0,80 and RCSI Building Component 250 Klug Circle Selbfyh1kmat70n available from TmSR PWa Inslltuto, 218 N- Lee street, Sume 312, Alexandria, VA 22314. r Corona, CA 92880 Type 80072 HIP GIRDER 1 1 1 Residence K5638547 Truss, Fanning, CA 18 MiT... strI g 8.220 s Nov 16 2018 MiTek InduaV6ae, Inc, 7ue Jan 22 16:51:33 2019 Page 1 4-2-14 10;$ EekScHscHCIV3oEl6V4EyckNp-OsEUmsKHilmtPVbvhTIGSJ5>(OACHjprObj_1VkzskwB 1�5.0 3Sr1 i 3-7-9 S-ip 3� 2 i%12 -15 � 2.83 12 NAILED NAILED NAILED 3x4 11 NAILED Special 24 236 7 NAILED 3x4 = 22 NAILED NAILED 20 5 21 3x4 II NAILED 3x4 = 418 19 3x4 II 17 2 3 1 16 3x4 1114 NAILED 13 NAILED NAILED NAILED Ed 1.5x4 II NAILED 3xB = NAILED 6x6 11 x6 = 5x12 = NAILED Special 24 4-2-14 _ 9-3 &S.11 Plate Offsets 05:0-7-12 0+0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 035 TCDL 20.0 Lumber DOL 1.25 BC 0.59 BCLL 0.0 ' Rep Stress Incr NO WB 0 33 BCDL 10.0 Code IBC2015/TP12014 Matrix -MS 8 NAILED 25 9 10 I� Scale=1:46.3 17-10-1 DEFL. in (loc) I/dell L/d PLATES GRIP Vert(LL) 0.11 12-13 >999 240 MT20 220/195 Vert(CT) -0.40 12-13 >345 180 Horz(CT) 001 12 n/a n/a Weight: 84 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. I&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 DF No.1 &Btr G except end verticals. WEBS 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 0-2-2 except (jt=length) 16=0-7-6, 12=0-5-3. (lb) - Max Horz 16=388(LC 5) Max Uplift All uplift 100 lb or less atjoint(s) 8 except 16=-501(LC 4), 12=-630(LC 5), 7=-314(LC 11), 9=-118(LC 4) Max Grav All reactions 250 lb or less atjoint(s) 8, 9 except 16=897(LC 15), 12=1511(LC 16), 7=264(LC 6) FORCES. (lb) -Max, Comp.IMax, Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-16-5531352, 4.5=--7781356. 6-12=-500/275 BOT CHORD 15-16=-361/241, 12-13=-306/551 WEBS 13-15=-358/672, 4-15=-785/300, 5-12=-735/391, 5-13=-254/359 NOTES- 1) Wind ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Corner(3) -1-5-6 to 2-9-0. Extedor(2) 2.9-8 to 17-7-7; Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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 connWbn (by others) of truss to bearing plate at joint(s) 7. S. 9. 7) Provide machanical Connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except Qt=lb) 16=5011,12=630,7=314,9=118, 8) Beveled plate or shim required to provide full bearing surface with truss chord atjolnt(s) 7, 8, 9. 9) "!NAILED" indicates 3-1Od (0.1.d8"x3") or 2.12d (0.148"x3.25") toe -nails per NDS guldllnes. 10) Hallger(s) or other connaction device(s) shell be provided sufficient to support concentrated load(s) 221 Ib dmvn and 147lb up al 10-2-9 on top chord, and 249 lb down and 58 lb up at 11-1-3 on bottom chord. The deslgnirsetecticn of such connection device(s) is the responsibility of others. 11) 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-80, 2-6=-80, 6-10=-80, 15-16=-20, 11-14=-20 l U m J Ci 70068 EXR 9-30-2020 j CIVIL ��P OFCALI�a� January 23,2019 AWARNING - Vedly design P.remefere end READ NOTES ON THIS AND INCLUDED Mr7EK REFERENCE PA OE Ml1.7473 rev. 101103,2013 BEFORE USE. 1 Daaign valid for use aniy With MrrekM mnnocim. This design is based only upon parameters shown, and ie for an 1ndivdual buMN� pcnenl, nol mil- ls Ituss 8yeram. Before MO. Um building designer must verity the appPrmblllly of desgn pararnaWre and properly incbrporalo lhis d n rnto th0 ovumll building design, Bracing ]ndlr�ted is to prevanl buckling of individual cuss coon and7w chord members Doty- Adllponni temporary and permanard bradng Mire k Is 8fwsy8 roqulrud for stoblhty Arai to p7evanl Collapse with poewiblo personal Injury end prepedy damage- For general guidance regarding the feb0calion, storage, delivery, wwUon and bradng of rruees and truss sysloins, see ANSIr7P!! Quiellfy ISrlfeNe, DSB-80 end BCSIBulydlno Component 250 Klug Circle Ss►ery M ono+flan avaklable from Trues Plain lnxillirtn alst u i as Grrmi �.,a., v51 ale.,.......:, r.n sacra ,Job 'Truss Truss Type VB180072 ICGJ4 DIAGONAL HIP GIRDER I Integra Truss, Banning, CA 'Ory, Ply ResidenceK56385471rrbst h Reference liDnel 8.220 s Nov 16 2018 MITek tndustries, tnc. Tue Jan 2216:51.33 2019 Page 2 I D:3_EekScHscHCIVSoEl8V4EyckNp-OsEUmsKHilmtPVbvhTIGsJ5XOACHjprDbj_l Vkzskw8 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 19=-5(F) 20=-51(B) 21=-79(F) 22=-125(B) 26=1(F=1, B=1) 27=-15(B) 28=-28(F) 29=-47(B) 30=-58(F) 31=-76(B) 32=-249(F) r WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERENCE PAGE M11-7473 rev. 10103r2015 BEFORE USE. Design valid for use only with MiTek® cannedars. ThIs cosign is basoo only upen paramatare shown, and Is for an Individual building oornpnnom, not a truss system. Before uso, the building dealgiser must varfly the applloWlity of design parameters and properly incorporela Ihln design Into I" overall us' building design. eladng indlcaiod Is to prevent buckling of indh4dual buss wab andfor chord members only. Addlticrtal temporary aml Dennanenl Wacing MOW is always rogrrlred for stablllty and to prejeW Collapse with posslNa person) mJtrry and property demago. For general guldarxx regarding the fabrication, slorapo. delivery, eraclloa and bracing of trusses and truss sys:oms, sea AN1;M 4wfNy Crftls, 059•69 and SCSI Bolkung Component 250 Klug Circle Safety Information avaltaWe from Truss Plato Institute, 216 N. tea Siren), Suite 312, Aiezandrla, VA 2231d. Corona. CA 92880 .Job Truss Truss Type City Ply &erbst Residence K5638548 IVVB180072 CGJ4A DIAGONAL HIP GIRDER 1 1 Job _Refeience JopUona1____ nrwsyru rruua, wurnnllV, r.n t3.[Lu a rrov ltl 4uio MI Iex Inollstrle5, Inc, iue Jan w-4 7ri:57:341uiU rage 1 ID:3_EekScHscHCIVSoEIBV4EyckNp-U3os_CKvT2uklfA5FApVOXdlAaYTSHENpNja1 Bzskw7 �7•Sdf 0-0-11, 4a-13 7-11-7 1L9.5 14.9.1 16.7.0 17.7.7 ' 15-0 11 3.8.2 3G-10� 19.147-0.7 2.83 12 NAILED NAILE 3x4 II NAILED Special 7 22 8 NAILED 3x4 = 21 NAILED NAILED 5 20 3x4 II NAILED 3x4 4 18 19 3x4 11 17 2 3 26 27 28 29 16 3x4 11 14 NAILED 13 NAILED NAILED NAILED 5x12 = 1 5x4 II NAILED 3x8 = NAILED 12 6x6 = NAILED Special oat 1 4.4.13 8-&2 Plate Offsets (X.Y)-- [15:D 7-12,04-0] LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 20.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code IBC2015/TPI2014 LUMBER - TOP CHORD 2X4 DF No.18Btr G BOT CHORD 2X4 DF No.18Btr G WEBS 2X4 DF No. 1&Btr G 11-10-1 1d 12 I1• 5 7'-15 e,e,. NAILED 23 8 9 10 Scale = 1:44.0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0-34 Vert(LL) 0.10 12-13 >999 240 MT20 220/195 BC 0-59 Vert(CT) -0.38 12-13 >358 180 WB 0.32 Horz(CT) 0.01 12 n/a n/a Matrix -MS Weight: 84 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:14-15. REACTIONS. All bearings 0-2-2 except (jt=length) 16=0-6-8, 12=0-5-3. (Ib) - Max Horz 16=375(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 8 except 16=-455(LC 4), 12=-582(LC 5), 7=-328(LC 11), 9=-118(LC 4) Max Grav All reactions 250 lb or less at joint(s) 8, 9 except 16=874(LC 15), 12=149B(LC 16), 7=276(LC 6) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-16=-557/333, 3-4=-288/158, 4-5=-772/313, 6-12=-522/296 BOT CHORD 15-16=-358/244, 12-13=-272/535 WEBS 13-15=-351/732, 4-15=-682/250, 5-12=-721/346, 5-13=-200/347 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Corner(3) -1-5-6 to 2-9-8, Exterior(2) 2-9-8 to 17-7-7; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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) 7, 8, 9. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except Qt=lb) 16=155, 12=582, 7=328, 9=118. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 7, 8, 9. 9) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 222 lb down and 146 lb up at 10-4-11 on top chord, and 247 lb down and 57 lb up at 11-0-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-80, 2-6=-80, 6-10=-80, 15-16=-20, 11-14=-20 QR�FF-SSIp I Ewa Q�IN G �y ei�- �z � �0 C 70068 9-20-2020 * 4tV1L0v0_* January 23,2019 'OnlInUftnt On WARNING - V arfly design paremefare and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE M11-7179 rev. 7aA3/7075 BEFORE USE. Nil' valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing ek • is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSO-89 and BCSI Building Component 250 Kluo Circle ,Job Truss Truss Type VB180072 CGJ4A DIAGONAL HIP GIRDER I Integra Truss, Banning, CA Ory Piy Zerbst Residence K5638548 1 1 Job Reference a banal) 8,220 s Nov 18 2018 M1Tek Industries, Inc. Tue Jan 22 16:5114 2019 Page 2 ID:3_EekScHscHCIVSoEIBV4EyckNp-U3os_CKvT2uklfA5FApVOXdiAaYTSHENpNjal Bzskw7 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 5=-60(B) 19=-5(F) 20=-79(F) 21=-130(B) 24=2(F=1, B=1) 25=-19(B) 26=-28(F) 27=-51(B) 28=-58(F) 29=-78(B) 30=-247(F) A WARNING - Vert ly des/gn parameters and READ NOTES ON THIS AND INCLUDED MI►EK REFERENCE PAGE Nil-7473 rev. 1" N2015 BEFORE USE. ' Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not e truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual buss web and/or chord members only. Additional temporary and permanent bracing M l l T e lc is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the labricatlon, slerage, dellvey, eracilo r% and bracing of trusses:rna nvss systernc, see ANS11TPII Quality CHfede, USe•89 and SCSI Building Component 250 Klug Circle Safety Informstlan Available ffom Truss Plate Institute, 218 N. I,sn °street, 5:Ne 312, Alexandria, VA 22314. Corona, CA 92880 .Job Truss Truss Type IOty Ply Zerbst Residence K5638549 WB180072 CGK1 DIAGONAL HIP GIRDER 1 1 _ Job Referents (optional) Integra Truss, Banning, CA 8.220 s Nov 16 2018 MITek $ndusliles, Inc. Tue Jan 22 16:51:35 2019 Page 1 ID:3_EekScHscHCIVSoElOV4EyckNp-yFMEBYLYEMObfpl IouKkxkAwiz?aBmTW21 T8adzskw6 6-10-5 10-7-4 13 6 12 14-9-7 6-10-5 3 8_15 2-11-e 1-2-11 Special 7 Scale = 1:48.8 NAILED 6 2x4 II Io 5.30 12 Special 4 5 NAILED NAILED 3x417 NAILED 3x4 %15 16 NAILED NAILED 2 3x6K 14 �' . 12 18 19 10 20 913 1.5x4 II 13 NAILED 3x413x4 = NAILED 5x6 = NAILED NAILED NAILED NAILED i 1.114 , 8.10 5 10-7.4 1" 13 $ Q 1 3.6-i'S-- 0--VI) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.01 9-10 >999 240 MT20 2201195 TCDL 20.0 Lumber DOL 1.25 BC 015 Vert(CT) -0.03 9-10 >999 180 BCLL 00 Rep Stress Incr NO WB 0.19 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MS Weight: 72 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 DF No. 1&Btr G except end verticals. WEBS 2X4 DF No.1&Btr G BOT CHORD Rigid telling directly applied or 9-9-7 oc bracing. REACTIONS. All bearings Mechanical except (jt=length) 11=0-7-12, 5=0-4-4, 6=0-2-2 (lb) - Max Horz 12=482(LC 15) Max Uplift All uplift 100 lb or less atjoint(s) 12 except 9=-417(LC 5), 11=-418(LC 4). 5=-208(LC 14), 6=-178(LC 4) Max Grav All reactions 250 lb or less at joint(s) 5 except 12=270(LC 18), 9=940(LC 19), 11=823(LC 19), 6=369(LC 19) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-257/113, 2-3=-483/168, 3-4=-333/170, 4-9=-449/228 BOT CHORD 11 -1 2=-467/319, 10-11=-255/178, 9-10=-210/349 WEBS 2-11=-600/259, 2-10=-48/350, 3-9=-464/241 NOTES- 1) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Corner(3) 0-2-8 to 4-5-7, Exterior(2) 4-5-7 to 14-9-7; cantilever left and right exposed ; and 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.Opsf 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 at joint(s) 6 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 9=417, 11=418, 5=208, 6=178. QFESSlDN 8) Beveled plate or shim required to provide full bearing surface with truss chord at Joint(s) 5, 6. 9) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0. 1 48"x3.25") toe -nails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 252 lb down and 121 lb up at 13-5-8 on top chord. The design/selection of such connection device(s) is the responsibility of others C 70068 m 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ;13 LOAD CASE(S) Standard 9.3 - 20 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) \P Vert: 1-4=-80, 4-7=-80, 8-13=-45(F=-25) Concentrated Loads (lb) D Vert: 4=-12(F) 6=-110(F) 16=62(F=81, B=-19) 17=-99(B) 19=-3(F=44, B=-46) 20=-1 11 (F=-20, B=-91) January 23,2019 WARNING - Verify design parameters end READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE 111II-7473 rev. 10/03,2015 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and Is for an Individual building component, not Nil a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSO-69 and SCSI Building Component 250 Klug Circle /B180072 l Banning, 3x' type 5-6-12 6-5-12 HIP GIRDER Ply Zerbst Residence10ty K5638550 1 1 b Referer a al 8.220 s Nov 16 2018 MiTek Indictdes, Inc: Tue Jan 22 16:51:36 2019 Page 1 ID:3 EekSCHscHCIV80EIBV4EyckNp-ORwcPuMA4g8SGzKUMbszUyj7tNELwSHgHhCh63askw5 11-3-0 142.11655 5.64 Scale: 1/4"=l' 10 9 87 2X4 II NAILED 3x6 — NAILED 6x8 = NAILED NAILED NAILED NAILED S•F-72 11-3.0 11-4,11 5-6-12 5-84 0•1-11 -OADING (psf) SPACING- 2-0-0 CS!, DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.05 8-9 >999 240 -CDL MT20 220/195 20.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.21 8-9 >625 180 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(CT) -0.01 5 n/a n/a 3CDL 10.0 Code IBC2015/TPI2014 Matrix -MS Weight: 67 lb FT = 20% UMBER- BRACING- rOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-10 oc puriins, 90T CHORD 2X4 DF No.1 &Btr G except end verticals. NEBS 2X4 OF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 94-1 oc bracing. ZEACTIONS. All bearings 0-7-6 except Qt=length) 8=Mechanical, 4=044, 5=0-2-2. (lb) - Max Horz 10=478(LC 5) Max Uplift All uplift 100 lb or less at)oint(s) except 10=-283(LC 4), 8=-711(LC 5), 4=-665(LC 11), 5=-176(LC 4) Max Grav All reactions 250 lb or less atjoinl(s) except 10=936(LC 15), 8=2058(LC 16), 4=349(LC 6), 5=368(LC 16) FORCES. (lb) -Max. Comp.IMax. Ten. - All forces 250 (Ib) or less except when shown- rOP CHORD 1-10=-8291256, 1-2=-1185/257- 2-3=-353/204, 3-4=-3581126, 3-8=-11531486 90T CHORD 9-10=-502/364, 8-9=408/1100 NEBS 1-9=-145/976, 2-8=-1214/488, 2-9=-98/443 JOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft: Cat. 11; Exp G; Enclosed; C-C Comer(3) 0-1-12 to 4-4-10, Exterior(2)4-4-10 to 15.5-3; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 �) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20-Opsf 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. .i) Prov)de mechanical connection (by others) of truss to bearing plate atjolnt(s) S. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 283 lb uplift atjoint 10, 711 lb uplift at joint 8.665 lb uplift at joint 4 and 176 lb uplift at joint 5. 8) Beveled plate or shim required to provide full bearing surface with truss chord at Joint(s) 4, 5. )) "NAILED` Indicates 3-1Od 2-12d p'rE5Slay (0-148'x3") or (0.148'x3.25') toe -nails per NDS guldlinas. 10) Hanger(s) Q�� �( or otherconnaclion device(s) shall be provided sufficient to support concentrated load(s) 254 lb down and 137 lb up at B-5 6, and 254 lb down and 137 lb up 8-5-6, 252 lb down f` 0iN�r , �90 Gy at and and 121 lb up at 14-14 on top chord. The design/selection of such connection device(s) is the =� �4 responsibility of others. TTI 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 0 C 7U068 I-OAD CASE(S) Standard EXR 9-30-2020 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-80, 3-6=-80, 7-10=-45(F=-25) Concentrated Loads (Ib) Vert: 3=-12(B) 9=-76(F=-56, B=-20) 2=-75(F=-37, B=-37) 5=-110(B) 13=-235(F=-117, B=-117) 15=-179(F=-101, B=-78) January 23,2019 A WARNIdO - VoW daaran pammofefs Cad READ NOTES ❑hr rms AND INCLUDED INITEK REFERENCE PAGE MN-7473 mv. 14't97rztl15 8MRE USE • dosign wagd for use only will MITeMconnectara, Thls design FS basod only upon paremetam shown, and 1s for an IhdN1dual Mailing compononl, opt a Ifu" system. Before use, Ilse building doslgner meat Verify she applicabligy of dealgn paramotm and properly incorpowo Ibis design Into Iha overall bukling design. Bracing indicated Is So prevent buckling of Indlmuat truss web androf chord rnembprs only- Additional temporary and pomianent braOng is raqulred for tablIo I'�� k always end ato wavvni carlays0 will poaskble personal injury and properly damage- For general guidance mgerding the fabricsdon, alorage. ddgvory, aracbon and bro ng of trews and uuss syatama, see ANSUMI Qaelfly Crlfenra, M,89 and BCSI aullding Cvmponenr ` SM*W InforramUon avalloblb from Truss Rala lnstlluta, 218 N. Loa Sueel. Sulis 312. AFaxandrla. VA 22314. 250 Klug Circle Corona, CA 92880 Jab Truss Truss Type W13180072 CGK4 DIAGONAL HIP GIRDER Integra Truss, Banning, CA 5.0-7 �5-0-7 Residence K5638551 &220 a Now 16 2078 MITek industries, Inc. Tua Jan 22 16:51:37 2010 Page 1 I D:oZvB5kxoK9rjtjxTFiwxMQyAQKk-veU_cE NomzGJ u6vgwJ N C09FDn nd tfbrpV LyEe Wzskw4 10-0-14 f3 6 1 4 8.72 6-0.7 3-5-3 1-2-11 NAILED g Scale:1/4"=1' NAILED N_ 1¢ 5.30 12 3x4 II 16 0 Special 4 3 Special NAILED 1415 NAILED 3x4 13 2 NAILED 12 w M NAILED 11 3x6 1 Ile 19 9 20 21 22 87 7 1.5x4 II NAILED 3x4 = NAILED 6x6 = NAILED NAILED NAILED NAILED 0 5.0-7 10-9-14 19-2-9 5-0-1 5447 0.111 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.03 8-9 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -OA 1 8-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.45 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 ` Code IBC2015/TP12014 Matrix -MS Weight: 63 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 DF No. 1&Btr G except end verticals WEBS 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 9-3-9 oc bracing. REACTIONS. All bearings 0-7-0 except Qt=length) 8=Mechanical, 4=0-4-4, 5=0-2-2 (lb) - Max Horz 10=483(LC 5) Max Uplift All uplift 100 lb or less at joint(s) except 10=-277(LC 4), 8=-655(LC 5), 4=-619(LC 11), 5=-178(LC 4) Max Grav All reactions 250 lb or less at joint(s) except 10=837(LC 15), 8=1804(LC 16), 4=351(LC 6), 5=264(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-714/224, 1-2=-901/200, 2-3=418/217, 3-4=-365/134, 3-8=-1008/431 BOT CHORD 9-10=-497/341, 8-9=-373/850 WEBS 1-9=-130/802, 2-9=-105/333, 2-8=-973/455 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat 11; Exp C; Enclosed; C-C Corner(3) 0-1-12 to 4-4-10, Exterior(2) 4-4-10 to 14-8-12; 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.Opsf on the bottom chord in all areas where a rectangle 3-0-0 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 at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 277 lb uplift at joint 10, 655 lb uplift at joint 8, 619 lb uplift at joint 4 and 178 lb uplift at joint 5. 8) Beveled shim required to full bearing surface with truss chord at joint(s) 4, 5. plate or provide R01IFESSIb/y�9 Q 9) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"4.25") toe -nails per NDS guidlines. load(s) 240 lb down 129 lb up at M G 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated and 7-8-14, and 268 lb down and 143 lb up at 8-2-9 on top chord. The design/selection of such connection device(s) is the responsibility of others. C..1 C 70068 s� =r 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). P. 9-3U- 020 I LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-80, 3-6=-80, 7-10=-45(F=-25) 1F Concentrated Loads (lb) Vert: 12=-9(F) 13=-56(B) 14=-99(F) 15=-131(B) 18=-7(F) 19=-41(F) 20=-14(B) 21=-91(F) 22=-33(B) January 23,2019 WARNING - VerMy design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MII.7173 rev. 10173/1015 BEFORE USE. Onslgn valid for use only v4th W00 oonnoctors. Thlis design Is based only upon paramaldrs shown. and is for an ndivldoW building camponsnf, not D trust aystdm. Befem usu. Iho building deslgnar must v" the applIcabito of daslgn paramatans and propolly imorpotule This ddslgn Into the ovorall Wlkllryl design. Bracing Indicated is to provern budding of Individual [rues web endlor chard mornbara only. Addillonal tempo(" and permanent bracing MiTOW is slways required for stability and to prm l collapse with possible personal Injury and property damag9- For genorat gutdrince m9nming the fabrication. storage, dDllvery, eracdon and NWng of Imsses and Irdss sydtema. see ANSHrP11 Uuetlty Crlleds. DSO-n and SCSI Building Component 250 Klug Circle Sate(y Inyermellen avallabto from Trues Nola Institute, 218 N. Leo Slmet. Suite 312. Alexandria, VA 2231,1. Corona, CA 92880 t I,ob /B180072 I Integra Tr Residence HIP GIRDER K5638552 Banning, CA 8,220 s Nov 16 2018 MlTek Industries, Inc. Tue Jan 2216:51:39 2070 Page 1 ID:ayB5kXoK8rjtjxTFiwxMQyAQKk-r0bl l wO2lbW 070331jPgSBLXObJA7VG6zfRLjOzskw2 I 5_8.14 011, -e 6 14.2-10 15-5-0 5-8-14 5-0-8 35d 1.2.10 { NAILED 5 Special 16 5.30 12 3x4 NAILED Special 3 4 NAILED Special 15 NAILED 14 3x4 13 NAILED 2 NAILED 12 11 4x6 1 10 17 9 18 19 20 87 1.5x4 NAILED 3x6 = NAILED 6x8 = NAILED NAILED NAILED NAILED NAILED NAILED 5-8-14 5-B-14 -OADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 046 "COL 200 Lumber DOL 1.25 BC 0.37 BCLL 00 Rep Stress Incr NO WB 046 3CDL 100 Code IBC2015ITP12014 Matrix -MS '.UMBER- fOP CHORD 2X4 DF No.1&Btr G ROT CHORD 2X4 DF No.1 &Btr G NEBS 2X4 DF No 1 &Btr G 5-0.5 �0`i-1q N Ig N m Scale = 1:50.9 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.03 8-9 >999 240 MT20 220/195 Vert(CT) -010 8-9 >999 180 Horz(CT) -0.02 5 n/a n/a Weight: 66 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-3-8 oc bracing. tEACTIONS. All bearings 0-7-6 except (jt=length) 8=Mechanical, 4=0-0-4, 5=0-2-2. (lb) - Max Horz 10=479(LC 5) Max Uplift All uplift 100 lb or less at joint(s) except 10=-213(LC 4), 8=-612(LC 5), 4=-582(LC 11), 5=-176(LC 4) Max Grav All reactions 250 lb or less at joint(s) except 10=760(LC 15), 8=2026(LC 16), 4=340(LC 6), 5=265(LC 16) °ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown FOP CHORD 1-10=-692/209, 1-2=-1081/260, 2-3=-389/236, 3-4=-340/124, 3-8=-1207/535 90T CHORD 9-10=-508/365, 8-9=-357/855 NEBS 1-9=-290/979, 2-9=-57/322, 2-8=-982/415 JOTES- 1) Wind: ASCE 7-10; V0I1=110mph (3-Second gust) Vasd-87mph; TCDL=6.Opsf; BCDL=B-Gpsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Comer(3) 0.1-12 to 4.4-10, Exte4or(2) 4.4-10 to 15-54; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 �) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf 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. J) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 213 Ito uplift at joint 10, 612 Ito upllft at joint 8, 582 lb uplift at joint 4 and 176 lb uplift at joint 5. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4, 5. 1) "NAILED" indicates 3-10d (0.14B"xW) or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 255 lb down and 137 Ito up at 8-5-6, and 287 lb down and 151 Ito up at 9-8-15, and 305 lb down and 159 lb up at 10-6-2 on top chord. The design/selection of such connection device(s) is the responsibility of others. 1) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). '-OAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-80, 3-6=-80, 7-10=-20 �QRfl��ssroN� 70 68 • EX 9-30-2020 January 23,2019 AWARNING - Vertly design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE M11-7473 rev. 1"3/2015 BEFORE USE. 00 DoWgn valid lot use only with MI7ek0 cortnactors, This daslpn is Dried only upon perametere errown, and la for an Individual building componenl, not a tfu93 systam. Before use, tlea building d"gner must verity the applicability of design parametem and proparly kzarporabp this de&gn into lire overall bullding dealgrt. Bra*V lndkaled is to prevent buckling of Individual truss wob and/GrcJtord members only Additions! temporaryand pnrmnnenl bracbg is M)Te e)•xaye Mquirod forsisbltity and tb pnm l cOaepse With possibla pa(wrial Injury and property damagb- For general guidance regard"vtg the fabricatlon, alorago, doWery. erection and bracing of busses end trims syslems, a" ANSkIP11 tHefllly Crltsrla, DSS-ag and SCSI Building Component Sanely IMwm Lion available from Ttusa Plate InOlute, 21B N. lee Stmet. Suits 312. Alexandria, VA 22314, 250 Klug Circle Corona, CA 92880 Job Tttlgo Trues Type laty Iffy stResidence K5638 V119180O72 CGK4A DIAGONAL HIP GIRDER 1 1 Job Reference-(optibrral _ Integra TrUss, Banning, CA 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:51:39 2019 Page 2 ID;cZvB5kXoiC IOTFhvdhQyAQKk•rObllwO21bW07Q331fPg5aLX0WATVGBxfRLjOzskw2 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=-176(F) 9=-66(F=-9, B=-56) 8=-55(F) 2=-56(F=-19, B=-37) 13=-61(F) 14=-117(B) 15=-154(F) 17=-13(B) 18=-1 5(F) 19=-1 01 (B) 20=-42(F) Mrsers WARNING - VWW design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE M67473 rev. IOM312015 BEFORE USE. Design valid for u5z only wile MiTokd, Donno lot . This deslgn is ba sod only upon paramelers Shawn, and is for an Individual Willi g componani, nol a truss, Syalam. BOOM use. lea bviwing designer must verity the applicability of design parametsm and properly incorporate this dasign Into the ovatatl building design. spicing Indbcated Is to prevent buckling of individual Wsa web and/or [lord mamtwrs Dnty. Additional lempofary end permenont bracing M (Tek_ is always required lot staNldy and to prsvanl call" with possible personal injury and property damage. For goneml guidenbb regarding the faWicailcn, storage, doGva ef0ctlon and bracing c[t+uasas and Iruea systems, aea ANSYM11 Qualify Cninid . OSB-88 and SCSI Building Component 250 Klug Circle Safely Information avaAa Ie from Trans Pima kratHutp, 218 N. Lea Slrast, Stilts 312, Alexandria, VA 22314. Corona, CA 92800 1 I.,ob Truss IB180072 I CGN1 Integra Truss, Banning, CA Truss Type ROOF SPECIAL GIRDER 3x6 12 r-6,1tT e.r+$ NAILED NAILED 14 3x4 % 13 -,, K5638553 _L Job Roference,(o2t1ona0 8.220 s Nov 16 2018 NliTek Industries, Inc. Tus Jan 22 18:51:40 2019 Page 1 ID:cGr AkO6AM89BDbRx359OTy90zY-JC97EGPg3uetlaeFbRwveotht_fOszeFCJAvFgzskwl 10-2.4 0-111.14 e-714 3.7.13 w NAILED Scale = 1:53.4 NAILED 1�1�E►7 3x4 6 NAILED 5 N 3x4 16 I{ 15 4 1B 17 9 18 87 6x6 = NAILED 3x4 = 6x6 = 1.5x4 II NAILED NAILED 4 N NAILED NAILED WALM 8-7 14 it 6.11_, 41t.t Ba70 8E,14 7d21rT _ 331 i]t! 0-1-0 61.11 Plate Offsets (X,Y)-- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.06 9-10 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.06 9-10 >999 180 3CLL 0.0 Rep Stress Incr NO WB 0.39 Horz(CT) -0.03 5 n/a n/a BCDL 10.0 Code IBC20151TPI2014 Matrix-P Weight: 72 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD 30T CHORD 2X4 DF No. 1&Btr G WEBS 2X4 DF No 1&Btr G "Except` 11-12: 2X6 DF SS G BOT CHORD YEACTIONS. (lb/size) 11=538/0-7-6, 8=698/Mechanical, 5=426/0-2-2 Max Horz 11=332(LC 5) Max Uplift 11=- 42(LC 4), 8=-654(LC 5). 5=-209(LC 4) Max Grav 11=756(LC 19). 8=990(LC 20). 5=468(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-473/216, 2-10=-353/300, 2-3=-416/130 30T CHORD 10-11=478/431, 9-10=-373/315, 8-9=-309/381 WEBS 4-9=-507/473, 3-9=-128/327, 4-8=-701/570, 2-11=-780/543 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc puffins (6-0-0 max.): 1-12, 1-2, 2-10. Rigid ceiling directly applied or 9-7-3 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) 0-2-12 to 4-7-7, Interior(1) 4-7-7 to 10-2-4; 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.Opsf 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. !) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. )) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 442 lb uplift at joint 11. 654 lb uplift at joint 8 and 209 lb uplift at joint 5. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 13) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3 25") toe -nails per NDS guidlines 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-80, 3-6=-80, 7-11=-30(F=-10) �R4fF-SSIC) ING C 70068 January 23,2019 A WARNING - Varfly design Paremerere and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE 11111-7473 rev. 10/02,2015 BEFORE USE. �~ Design valid (muse only with MiTek tounnerdars. This design Is ha5m only upon pnramelem ul ov . and N for an indivkwal buirding componani, not a truss system. Before M. the bullding dos1gnor must verify the opplicablllty of design pammaters and properly tncorporals lhls dosign Into the overall building design. Bracing Indlcaled le to provent buckling of Individual truss wets• andlor chord mambas only. Addilfomlf lamporery sad pormanenl bradng IT2 ' it always required for st0tilty and to arevant collapse with possible parcanal injury and pmpady damage. For general guldanm regarding trio fabrimUm. Menge, deltvery, eractlon and bracing of trusses Band Incas systems, see ANSYTPI7 Rualltyr Crffa k DSB-80 and SCSI Bullding Component 250 Klug Circle Saragr ldfmmallon available from Truss Plute Inetillute, 219 N. Lee Street, Salle 312, Aeaandria. VA 22314, Corona, CA 92880 14 Type IIQty IIPIy IZerbst Residence K563B553 ROOF SPECIAL GIRDER CA B.220 a Nov 16 2016 MiTek Industries, Inc. Tue Jan 22 16:51:40 2019 Page i I D:cGr_AkO6AM89BDbRx3590Ty9QzY-JC97EGPg3MlaeFLRwvealht_fDszeFCJAYFgxskw 1 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 8=-254(F=-133, B=-121) 5=-132(F=-70, B=-63) 17=-72(F=-36, B=-36) 18=-154(F=-77, B=-77) WARNING - VedTy design paametere and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev. 10103,2015 BEFORE USE. Cestgn valid for use only with WT,IM cannactom, This design Is baSOd only upon parametem shown, and is for an Iadlvldunl buading odmpanont, nol e trusa ayslum. Befora Lisa, the buliding designer must verify the applicability of design parameters and property Inowporate this design Into the overall buliding design. Bfacing Indicated Is to prevent buckling of Individual truss web andtor chord members WNy. Addiborial lamporary and permanent bracing M i1r e k is always required for stability and to prevent collapse with possible personal injury and property damage. For general gukfanco regarding the fabricalion, storage, dellaary, erection and bracing of lryiaae and truss systems, see AN&N71`11 Quality Crlterlo, OSS-89 and SCSI Building Component 250 Klug Circle Softly information available from Tmss Plate InstlWle, 218 N. I-ee Street, SO[a 312, Alexandria, VA 22314. Corona, CA 92880 boob 'Truss Truss Type City Ply Zerbst Residence I /8180072 CGN1A (ROOF SPECIAL GIRDER 1 1 K5638554 Job Reference (nrlionaiy Integra Trues, Banning, CA 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:51:41 2019 Page 1 ID:cGr AkO6AM89BDbRx359OTy9OzY-nPjVScQlgCmkNkDS96R8A?QsiO?FbOkPQzwSnHzskwO r>-. —€ a-7 14 1�tt rss a> D w oil 3x4 Scale=1:53.8 R A-3 13 6 NAILED 5 a 3x4 17 Io NAILED 16 NAILED 15 4 3x4 % 14 3 cp 3x6 — 4 12 IF R N fin 11 10 18 9 19 87 6x6 = NAILED 3x4 = 6x6 = 1.5x4 II NAILED Special NAILED NAILED S"I t:L11 a.tt-t 5-3-s 7�11 y56 9•i•6 0-1-0 t}1-t1 Plate Offsets :0.3.0 0- 8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP fCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.06 9-10 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.06 9-10 >999 180 3CLL 0.0 Rep Stress Incr NO WB 0.40 Horz(CT) -0.03 5 n/a n/a BCDL 10.0 Code IBC2015frP12014 Matrix -MP Weight: 72 lb FT = 20% LUMBER- BRACING. TOP CHORD 2X4 OF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 30T CHORD 2X4 DF No.1 &Btr G except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-12, 1-2, WEBS 2X4 OF No.1 &Btr G 'Except" 2-10, 11-12: 2X6 DF SS G BOT CHORD Rigid ceiling directly applied or 9-6-15 oc bracing. 1EACTIONS. (lb/size) 11=543/0-7-6, 8=778/Mechanical, 5=341/0-2-2 Max Horz 11=333(LC 5) Max Uplift 11=-450(LC 4), 8=-740(LC 5), 5=-153(LC 4) Max Grav 11=756(LC 19), 8=1104(LC 20), 5=350(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-462/217, 2-10=-352/300, 2-3=-412/125 30T CHORD 10-11=-479/433, 9-10=-374/317, 8-9=-312/387 WEBS 4-9=-504/469, 3-9=-122/323, 4-8=-719/580, 2-11=-776/551 NOTES - I ) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) 0-2-12 to 4-7-7, Interior(1) 4-7-7 to 10-2-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1 60 1) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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. 1) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5 J) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 450 lb uplift at joint 11, 740 lb uplift at �QQ;X()f ES5121V� Mild 2 ` ✓ joint 8 and 153 lb uplift at joint 5. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. Zy QD `590 G1 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. V 12) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. C+ 7U068 13) "NAILED" indicates 3-10d (0 148"x3") or 2-12d (0 148"x3.25") toe -nails per NDS guidlines. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 171 lb down and 104 lb up at * EXR 9-30-202q 8-7-14, and 178 lb down and 95 lb up at 8-7-14 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).\P _OAD CASE(S) Standard -OFCA January 23,2019 I __ WARNING - Vertly deslan peramefers end READ NOTES ON THIS AND INCLUDED NI►EK REFERENCE PAGE 11,111.7473 rev. taA3/2015 BEFORE USE. i]ealgn valid for use only wkh MToke connectors, This design k6 based only upon paramtom shown, and is for an Individual bullding conlponerll, not a trust syetam. Before use, the bullding doslgmr must verify the applicability of dealgn parameters and property incorporate this design Into ino Overall bulldtng daalgn, Bracing Indicated Is to prevent bucklirg OF Inet kduol Irusa was andlor chord mem6ors only. Addiborwl lomporary and permanent bracing M T lei Ia always rdqulred for stability and to prawfil collapse with possible personal Injury and property damage. For ganamt guidance regarding the Fabrication, storage, deliverryy erecllon and bradng of Irvsses and truss systems, soe ANSIR'PII quallly Crllarla, DSB•5B and SCSI 3011d1ng Component 250 Klug Circle Safety Informadan avagptile from Truss Plate Inolurlo, 21A N. Lae Street. Suite 312. Alexandria, VA 22314. Corona, CA 92880 Job Truss Truss Type City 1Ply Zerbst Residence K563B554 WB180072 CGN1A ROOF SPECIAL GIRDER 1 1 ,Job Reference (optional) Integra Truss, Banning, CA 8.220 s Nov 16 2018 MITek Indust+ies, Inc. Tue Jon 22 16:51:41 2019 Page 2 I D:cGr_AkO6AM89BDbRx359OTy9QzY-nP)VScQigCmkNkDS98RBA?QsiO?FbQkPQzwSnHzskwO LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-80, 3-6=-80, 7-11=-30(F=-10) Concentrated Loads (lb) Vert: 8=-254(F=-121, B=-133) 5=-132(F=-63, B=-70) 18=-72(F=-36, B=-36) 19=-1 54(F=-77, B=-77) WARNING - Veft design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE 111II-7473 rev. 10 03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this do sign MID MD overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additlonel temporary end permonenl brncing M iTek is always required for stability and to prevent collapse with possible personal injury and property damage. For ganaMl guldonco regarding the fabrlcelion, storuga, delivery, eractlon and bracing of Irdeses and buss systems, see ANSNTPII Quality Crttarta. DSD-89 and SCSI Building Component 250 Klug Circle Safegrinlormetlon available from 'truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92e80 yob IBI80072 Integra Truss, Kesicence K5638555 I I jJob Reference (optional) 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:51:41 2019 Page 1 ID:bSUDdOa4ZSwzOXmxYbVZgcy80tD-nPjVScQlgCmkNkDS98R8A?QtPOxXbSHPQzwSnHzskwO 2#� I _ 5--0-7 . 1-6-2 f 2-10-15 3-0-7 1-6-6 NAILED 5.30 12 NAILED 1.5x4 :I NAILEE 1.5x4 8 10 76 3x4 = NAILED 3x6 = NAILED NAILED NAILED NAILED Scale=1:57.8 5-11-6 6•1.1 5.11$ -OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 021 7-8 >317 240 MT20 220/195 FCDL 20.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.22 7-8 >307 180 BCLL 0.0 Rep Stress Incr NO WB 030 Horz(CT) -0.01 4 n/a n/a 9CDL 10.0 Code IBC2015rTP12014 Matrix -MP Weight: 51 lb FT = 20% '-UMBER- BRACING- rOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-6 oc purlins, 130T CHORD 2X4 DF No.1 &Btr G except end verticals. NEBS 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 9-6-8 oc bracing. 1EACTIONS. (lb/size) 8=347/Mechanical, 7=369/Mechanical, 4=308/0-2-2 Max Horz 8=513(LC 5) Max Uplift 8=-499(LC 7), 7=-701(LC 5), 4=-207(LC 4) Max Grav 8=799(LC 12), 7=865(LC 14). 4=333(LC 16) FORCES. (lb) - Max. Comp /Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-7=-353/124 AOT CHORD 7-8=-261/242 WEBS 2-8=-551/302, 2-7=-340/409 NOTES - I) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Corner(3) 0-1-12 to 4-4-10, Extedor(2) 4-4-10 to 7-5-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. l) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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. 9) Refer to girder(s) for truss to truss connections. /) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 499 lb uplift at joint 8, 701 lb uplift at joint 7 and 207 lb uplift at joint 4 9) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) 4. "NAILED" 10) indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. Q �� 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �{��MiNG LOAD CASE(S) Standard Q m C 70068 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 a Uniform Loads (plo Vert: 1-3=-80, 3-5=-80, 6-8=-20 g30 202Q Concentrated Loads (lb) * Vert: 8=-46(F) 3=-104(F=-57, B=47) 7=-114(F=-90, B=-24) 10=-57(F) n January 23,2019 WARNING - VerNy design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1MD3,2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall 01 p Ir building design. Bracing Indicated is to prevent buckling of individual bV I truss web and/or chord members only. Additional temporary and permanent bracing ! trek is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the labx cation, a!erege. delivery. emcftn and bracing of+nt S;vc and IfLl" systems, see ANS11TPI1 Quality Crlferla, DSB-89 and SCSI Building Component 250 Klug Circle Safety Intio radon available ham Truss Plate Insilbiw, 2 sr N. t,m Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 Job Truss Truss Type 'WB180072 CGN2A Diagonal Hip Girder Integra Truss, Banning, CA NAILEC 3x4 Qty Ply Zerbst Residence - K5638556 1 1 Job Reference o fionat _ _ 5.2Nov 15 2018 MiTek nc: Industries, ITue Jan 2216:61:42202019 P 20 s age 1 ID:bSUDd0a4ZSwzOXmxYbVZgcy80tD-FbHtfxRxaWub_uoejsyNjDzzkoGuKw YfdP?Jjzskw7 3-0 12 6-1-8 7-7.14 , 3-0-12 3-0-12 1-6-6 NAILED 5.30 12 NAILED 2x4 7 10 65 1.5x4 NAILED 6x6 = NAILED NAILED 6-1-8 LOADING (psi) SPACING- 2-0-0 CSt. TCLL 20.0 Plate Grip DOL 1.25 TIC 0.75 TCDL 20.0 Lumber DOL 1.25 BC 0.69 BCLL 0.0 Rep Stress Incr NO WB 0.20 BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP NAILED NAILED DEFL. in (io0) i/defi Lid Vert(LL) 0.24 6-7 >286 240 Vert(CT) -0.25 6-7 >277 180 Horz(CT) -0.01 3 file n/a LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD BOT CHORD 2X4 DF No.1 &Btr G WEBS 2X4 DF No 1 &Btr G BOT CHORD REACTIONS. (lb/size) 7=317/Mechanical, 6=1 071 /Mechanical, 3=-349/0-2-2 Max Horz 7=512(LC 5) Max Uplift 7=-495(LC 7). 6=-1167(LC 5), 3=-550(LC 15) Max Grav 7=775(LC 12). 6=1586(LC 16), 3=436(LC 4) FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-437/204, 1-2=-278/210, 2-3=-274/169, 2-6=-1071/736 BOT CHORD 6-7=-429/327 WEBS 1-6=-295/437 Scale=1:60.9 PLAT ES GRIP MT20 220/195 Weight: 44 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 7-1-3 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=11 Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Corner(3) 0-1-12 to 4-4-10, Exterior(2) 4-4-10 to 7-7-14; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 3) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 495 lb uplift at joint 7, 1167 lb uplift at joint 6 and 550 lb uplift at joint 3. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. 11) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0 148"x3.25") toe -nails per NDS guidlines. 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-80, 2.4=-80, 5-7=-20 Concentrated Loads (lb) Vert: 7=-45(B) 2=-103(F=-46, B=-57) 6=-113(F=-24, B=-90) 10=-57(B) �Q?E.SS(Q ,r�Q pr�lAfG C 70068v � �2020 * , January 23,2019 WARNING - Vert y design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE 11,1II-7473 rev. 1010312015 BEFORE USE. I Design valid for use only with NIITek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdcallon, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPlI Quality Crfterla, DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92800 - l.,ob Truss Truss Type Qty Ply t Residence K5638557 dB180072 ID CALIFORNIA GIRDER 1 1 701 i eference Ronal Integra Truss, Banning, CA 8.220 s Nov 182013 MITsk Industries, Inc. Tue Jan 22 16:51:43 2019 Page 1 ID:Zdm9m3WCCuLKgKGo47H7z7yH?_x-jnrF1HRZLpOSc1MgGZU=VC CgT3GvhuHPZsi xs,1 _ 1-0-0 2-11.9 7-5-0 T 11-1 iD &5 11-1 g 15-6-7 18-6-1 19-BU 17 1-0-0 ' 211-9 4.5.7 d� Wit i 4-5-7 241. 19 5x12 = Scale = 1:34.7 7x8 a A a 15 3x6 = 6x6 = NAILED 5x6 = 17 2x4 I 7x14 M18SHS = 7x8 = Special Special 7-6-0 71-1-D 17-8-0 1$•8•p 7.5-0 7 p 3-1-0 B-74 O 1fJ p Plate Offsets [X,Y) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 008 12-13 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.15 12-13 >999 180 M18SHS 220/195 9CLL 0.0 Rep Stress Incr NO WB 0.68 Horz(CT) 0.04 11 n/a ri BCDL 10.0 Code IBC2015fTP12014 Matrix -MS Weight: 118 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-0-5 oc purlins, dOT CHORD 2X6 DF SS G except end verticals, and 2-0-0 oc purlins (3-0-8 max.): 4-5 WEBS 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 5-10-1 oc bracing. REACTIONS. (lb/size) 11=2206/0-5-8, 15=2045/0-5-8 Max Horz 15=-92(LC 7) Max Uplift 11=-1380(LC 5), 15=-1311(LC 4) Max Grav 11=2846(LC 26), 15=2684(LC 27) °ORCES. (lb) - Max. Comp./Max. Ten -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-4304/2309, 4-5=4167/2298, 5-6=-4102/2159 90T CHORD 14-15=-1398/2726, 13-14=-2171/4066, 12-13=-2004/3896, 11-12=-946/1993 NEBS 4-14=-383/536, 5-12=-2/265, 6-12=-1218/2196, 6-11=-3240/1592, 3-15=-3579/1812, 3-14=-1034/1625, 5-13=-317/405, 4-13=-418/1212 NOTES - I ) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 7-9-2, Exterior(2) 7-9-2 to 15-2-3, Interior(1) 15-2-3 to 19-6-9; 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) 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. d) " This truss has been designed for a live load of 20.Opsf 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. 1) 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 1380 lb uplift at joint 11 and 1311 lb uplift at joint 15. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord 10) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 533 lb down and 939 lb up at 7-9-2, and 252 lb down and 105 lb up at 9-9-12, and 319 lb down and 581 lb up at 10-6-4 on top chord, and 1756 lb down and 706 lb up at 7-11-8, and 1094 lb down and 484 lb up at 10-6-8 on bottom 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). . OAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 coo D�AING 2 Fy C 70068 January 23,2019 &ibwa_ an pagg 2 r! WARNING - VerNy design parameter. and READ NOTES ON THIS AND INCLUDED NREK REFERENCE PAGE NII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web end/or chord members only. Additional temporary and permanent bracing ITS �, Is alwaya required for stability and to prevent collapse with possibla personal Injury and pfoperly damsgo. For general guidance regarding the fabdcallon, storage, delivery, emclion and bracing orlrusses and truss eystoms, sea ANSGTPH Ovallry Crlferla, OSS-89 and SCSI Building Component 250 Klug Circle Safety faformaflon avalleble from Truss Plate ImMute. 21a N. Lon Streni, Sulle 312, Aloxandria, VA 22314. Corona, CA 92880 Job Truss Truss Type City Ply :Zerbst Residence K5638557 'NB180072 D01 CALIFORNIA GIRDER 1 1 _ IJob Reference optional IrdegraTruss, Banning. CA 8.220 s Noy 15 2018 MiTek Industries, Inc. Tue Jan 22 16:51:43 2019 Page 2 I0:IdmWWCCuLKgKGo47H7z7yH7 x jruFWRZLpOSclMgGZUoGQVC CgT3GahuHPZs9aslN LOAD CASE(S) Standard Uniform Loads (pif) Vert: 1-2=-80, 2-4=-80, 4-5=-80, 5-8=-80, 8-9=-80, 11-15=-20, 10-11=-30(F=-10) Concentrated Loads (Ib) Vert: 4=270 13=-1522(F) 18=-243 19=114 22=-59(F) 23=-791(F) WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED Ii REFERENCE PAGE Ull-7473 rev. 10W34015 BEFORE USE. Design valld for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability or design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing RB�• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSh7Pl1 Quality Criteria, DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandre, VA 22314. Corona, CA 92880 ob Truss Truss Type Qty Ply 7.erbet Residence K5638558 JB180072 D02 COMMON :2 1 Jab Reference (optional) Integra Truss, Banning, CA 8.220 s Nov 16 2018 MrreR Industries, Inc. Tue Jan 22 16:51:44 2019 Page 1 1D:EsrotMNwMDQFDLffYO6y4NyFJ,7F-B_POd$B678JEBxOgH7roe2RIC xonMr6x86Nczskvz 1-0-0 4.5.14 "0 14.0-2 d 18.6-0 Is-" 1-0-0 4.5-14 4.9-2 4-92 4.&14 1-" 4x4 = Scale=1:34.1 10 3x6 = 8 3x8 = 3x6 = &3-0 9-s-o -OADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 020 TCDL 20.0 Lumber DOL 1.25 BC 052 BCLL 0.0 Rep Stress Incr YES WB 0A0 9CDL 10.0 Code IBC2015fTP12014 Matrix -MS t-UMBER- rOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1 &Btr G NEBS 2X4 DF No.1 &Btr G tEACTIONS. (lb/size) 10=1006/0-5-8, 8=1006/0-5-8 Max Horz 10=-95(LC 7) Max Uplift 10=-154(LC 4), 8=-154(LC 5) -ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1048/122, 4-5=-1048/122, 2-10=-279/120, 6-8=-279/120 90T CHORD 9-1 0=-1 25/988, 8-9=-101/979 WEBS 4-9=0/329, 3-10=-11191135, 5-8=-1119/135 l8•S•D DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.11 8-9 >999 240 MT20 220/195 Vert(CT) -0.34 B-9 >636 180 Horz(CT) 0.03 B n/a n/a Weight: 93 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. AOTES- 1) Unbalanced roof live loads have been considered for this design. ?) Wind: ASCE 7-10; Vult=11 Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 9-3-0, Exterior(2) 9-3-0 to 12-3-0, Interior(1) 12-3-0 to 19-6-9; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. t) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 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 154 lb uplift at joint 10 and 154 lb uplift at joint 8. �ROFESSIO OM`iNG 2 Fy C 70068 *k 'r1I 1 !* January 23,2019 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/93=f5 BEFORE USE. !Design valld for use only wlih MlTokStonnectors. This daslgn is based only upon parameters shown, and is fm an lndlvldual bulyding component, not a truss system. Before uao, the bullding dgelgner mtnt verity the appkatAity of design parametem and pmperly Incerpdrale this design Info the MoraEl bukling desfgn. Breclnq ]ndicatad EB to prevent buckling of indlvldual buss web ondler chord members dnty. Additional lemporary and permanent bracing M iTe+. is always Mquirod for stANIlly and 10 prrrvont coilapm with posarNo personot lniury and property damage. For genorel guldance reg"ng the fabrication. Storage, delivery, areollon and bracEng of Irus%3 and truss ityatnms, see ANS#TKI Quality Crfledo, OSS-89 and SCSI Building Component Safely lnrwmlldon nvapable Rom Truss Plate Institute, 218 N. Lys Street, Sully M2, Alexandria, VA 22314. 250 Klug Circle Corona, CA 92880 Job Truss Truss Type Qly Ply Residence K5638559 WB180072 D02A COMMON 2 1 �Zerbst Job Reference (pptional) Integra Truss, Banning, CA 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:51:45 2019 Page 1 I D:EsxxMNwMDQFDLffYO6y4fVyFJZF-gAyOlzTptRGArLW DO_W4LrbcZ?J9XEX_Lbugv2zskvy 4-5-14 9-3-0 14-0-2 1".0 r 1.0-0 4-5-14 4-9-2 4.0.2 4.5.14 9-3-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 20.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code IBC2015/TPI2014 44 = Scale=1:33.4 3x8 = 3x6 = 16-6-0 9.3-0 CSL DEFL. in (ioc) Weill Lid PLATES GRIP TC 0.20 Vert(LL) -0.11 7-8 >999 240 MT20 220/195 BC 0.52 Vert(CT) -0.34 8-9 >635 180 WB 0.41 Horz(CT) 0.03 7 n/a n/a Matrix -MS Weight: 92 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD BOT CHORD 2X4 DF No.1 &Btr G WEBS 2X4 DF No.1 &Btr G BOT CHORD REACTIONS. (lb/size) 9=1009/0-5-8, 7=907/0-5-8 Max Horz 9=98(LC 5) Max Uplift 9=-154(LC 4), 7=-102(LC 5) Max Grav 9=1009(LC 1), 7=918(LC 10) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1053/122, 4-5=-1054/128, 2-9=-279/120 BOT CHORD 8-9=-150/989, 7-8=-136/992 WEBS 4-8=0/333, 3-9=-1124/135, 5-7=-1134/162 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterjor(2) -1-0-9 to 1-11-7, Interlor(1) 1-11-7 to 9-3-0, Exterior(2) 9-3-0 to 12-3-0, Interior(1) 12-3-0 to 18-4-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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 154 lb uplift at joint 9 and 102 lb uplift at joint 7. ��'pFESSIpN�� yr�0 NG 2hr �yG� C 70068 * E 9- Q-2020 ST V 1. a�P 9TFOFCAG�- January 23,2019 ,& WARNING - Ved ly design parameters and READ NOTES ON THIS AND INCLUDED HTTEK REFERENCE PAGE NII-7473 rev. 19N312915 BEFORE USE. 1 Design valld for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall tot building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For gene rat guidance regard,ng the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM'Pll Quallty CdWip, OSO-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Corona, CA 92880 i yob Truss Truss Type I JB1BO072 ID03 ROOF SPECIAL I I lJob Reference(optional) Integra Truss, Banning, CA 8.220 s Nev 16 2018 MiTek Industries, Inc. Tue Jan 22 16:51:45 2019 Page 1 ID;EsxxMNwMDQFDLtfYO6y4WJZF-gAyOlzTptRGArLWDO W4LrbbP7f3XFh_Lbugv2zskvy S•3.0 14•0_2 18.6.0 I 4E 4-9-2 45.14 -1-0-0 2�G0 4.5• to 1 0 0 2-0-0 2-5-14 4x6 1.5x4 II 3x8 = 3x4 = K5638560 Scale=1:34.0 m 13 I� 0 6xB = I 2 0 o0 18.6-0 t 7-3-0 Plate Offsets X Y :Ed a 0-0-1 LOADING (psf) SPACING- 2-2-8 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP 'CLL 20.0 Plate Grip DOL 1.25 TIC 0.28 Vert(LL) -0.14 8-9 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.45 8-9 >486 180 3CLL 0.0 Rep Stress Incr NO WB 0.33 Horz(CT) 0.04 13 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MS Weight: 97 lb FT = 20% (_UMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 30T CHORD 2X4 DF No.1 &Btr G except end verticals. WEBS 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. )THERS 2X8 DF SS G 4EACTIONS. (lb/size) 11 =1 109/0-5-8,13=941/0-5-8 Max Horz 11=79(LC 5) Max Uplift 11=-168(LC 4), 13=-107(LC 5) Max Grav 11=1109(LC 10), 13=950(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-1150/140, 5-6=-1149/149, 6-7=-394/83, 2-11=-336/113 30T CHORD 10-11=-124/1076, 9-10=-124/1076, 8-9=-142/1101 WEBS 5-9=0/361, 7-8=-36/711, 6-6=-968/124, 11-12=-1252/104, 4-12=-1246/112, 7-13=-1007/116 4OTES- 1) Unbalanced roof live loads have been considered for this design ?) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 2-1-12, Interior(1) 2-1-12 to 9-3-0, Extedor(2) 9-3-0 to 12-3-0, Interior(1) 12-3-0 to 17-9-0; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 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. 5) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify bearing Capacity of surface. ') () EsslQ Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 168 lb uplift at joint 11 and 107 lb uplift 13. lG atjoint �QQR p�l C 70068 *\ q-N r J /* January 23,2019 A WARNING - Vertfy dea/pn poametefa and READ NOTES ON THIS AND INCLUDED MlTEK REFERENCE PAGE M11-7473 rev. 1003/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss ayatem. Before use, the building designer must verify the applicability of design parameters and property Inwrporate this deign Into the overall building doalgn. Bracing Indicated Is to prevent buckling of individual truss web and/or anofd members only. Addtaorud lemporatysnd pefmammni bfacing �p I V I Irak io always required rat stability and To prevent collapse with possible personal Intury and property damage. Forgenoral guidance regarding the febrfcetkm, Sloraga, dagverryy, erection and bracing of trusses and truss systems, am ANSKPII Quaflty CYlfarla, DSB-89 and BCSI Building Component Safety lnformirtlan avaltable from Trues Plate Institute, 21S N. Lee Street. Sul!a 312, Alexandda, 250 Klug Circle VA 22314. Corona, CA 92880 .Job Truss Type Qty 1Ply lZerbstResidence K5638561 ]Truss 'WB180072 D04 COMMON 1 1 Job Reference o tional Integra T1 ua% Banning, GA tL'LLU S NOV lid ZUI6 MI I BK meUSRISS, Inc. 1 US Jan 4-4 1=11:46 -"IV rags 1 1 D:EsxxMNwMDQFDLffY06y4fVyFJZF-BM WOVJURekP 1 TV5Pyi 1 Jt37mnPfHGgBaFdDRUzskvx 2 0 0 14.0.2 17-1 1 0 0 Z U 0 2 14 4462 4-9-2 3-1M 4x6 — 11 6x6 = 1,5x4 II 3xB — 6x6 = LOADING (psg SPACING- 2-3-8 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 TCDL 20.0 Lumber DOL 1.25 BC 0.53 BCLL 0.0 Rep Stress Incr NO WB 0.54 BCDL 10.0 Code IBC2015(rP12014 Matrix -MS LUMBER - TOP CHORD 2X4 DF No.18Btr G BOT CHORD 2X4 DF No.18Btr G WEBS 2X4 DF No. I&Btr G REACTIONS. (lb/size) 8=1162/Mechanical, 11=1137/0-5-2 Max Horz 11=124(LC 14) Max Uplift 8=-572(LC 14), 11=-626(LC 11) Max Grav 8=1328(LC 17), 11=1275(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-290/218, 3-4=-455/457, 4-5=-1365/624, 5-6=-1328/590, 6-7=-397/382, 2-11=-351/133, 7-8=-253/66 BOT CHORD 10-11=-767/1462, 9-10=-583/1277, 8-9=-653/1296 WEBS 6-9=-343/432, 5-9=0/364, 4-9=-378/392, 6-8=-1595/846, 11-12=-1658/833, 4-12=-1663/857 Scale = 1:33A N N 17-10-8 0.7.8 DEFL. in (ioc) i/defl L/d PLATES GRIP Vert(LL) -0.11 8-9 >999 240 MT20 220/195 Vert(CT) -0.34 8-9 >616 180 Horz(CT) 004 8 n/a n/a Weight: 92 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-7-11 oc purlins, except and verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat II; Exp C; Enclosed; C-C Exterlor(2) -1-0-9 to 2-1-12, Interior(1) 2-1-12 to 9-3-0, Exterior(2) 9-3-0 to 12-3-0, Interior(1) 12-3-0 to 17-8-12; cantilever left and right exposed ; and vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load noncwncurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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 572 lb uplift at joint 8 and 626 lb uplift at joint 11. 8) This truss has been designed for a total drag load of 1650 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 17-10-8 for 92 3 plf 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 201 lb down and 30 lb up at 16-0-8 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-2=-92, 2-5=-92, 5-7=-92, 8-11=-23 Concentrated Loads (lb) Vert: 16=-175(F) 4-11 Q90E-SSION,4j �a IN G C 70068 EXR 9-30-2020 ��'V' 9TF January 23,2019 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 1Nb3,2015 BEFORE USE. Design valld for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indlcated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Crtivda, DSB-80 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Mffek- 250 Klug Circle Corona, CA 92880 ob Truss Truss Type oty Ply Zerbst Residence K5638562 f13180072 D05 COMMON 1 1 Job Reference(opfioW mregra Truss, Banning, CA 6,220 s Nov` 162018 MTek Industries, Inc. Tue Jan 22 16:51:47 2019 Page 1 I D: EsxxM NwM D QF DLffYO6y4fVyFJZF-cZ4mifU3P2Xu5fg bV PYYQGgxOpOY795HpvN m_wzs kvw T2-0-p �A b14 9�0k 14-0-2 174"~24)tOO1d 1.5x4 4x4 3x8 = 3x6 = Scale = 1:33.1 2-0-0 9-3-0 17-10-8 2-0-1) -OADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0-27 Vert(LL) -0.10 8-9 >999 240 MT20 220/195 -CDL 20.0 Lumber DOL 1.25 BC 046 Vert(CT) -0.30 8-9 >706 180 BCLL 0.0 Rep Stress Incr NO WB 0-34 Horz(CT) 003 8 n/a n/a 3CDL 10.0 Code IBC2015/TP12014 Matrix -MS Weight: 92 lb FT = 20% 1-UMBER. BRACING- rOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, ROT CHORD 2X4 DF No.1 &Btr G except end verticals. NEBS 2X4 DF No 1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. tEACTIONS. (lb/size) 8=1034/Mechanical, 11=995/0-5-2 Max Horz 11=108(LC 5) Max Uplift 8=-129(LC 5), l l=-156(LC 4) Max Grav 8=1068(LC 10), 11=996(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-1019/130, 5-6=-1021/133, 2-11=-306/101 BOT CHORD 10-11=-146/995, 9-10=-146/995, 8-9=-145/953 WEBS 5-9=0/321, 6-8=-1152/179, 11-12=-1123/102, 4-12=-1117/110 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11 Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 2-1-12, Interior(1) 2-1-12 to 9-3-0, Exterior(2) 9-3-0 to 12-3-0, Interior(1) 12-3-0 to 17-8-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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. 5) Refer to girder(s) for truss to truss connections. f) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 lb uplift at joint 8 and 156 lb uplift at joint 11 3) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 201 lb down and 30 lb up at 16-0-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 3) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). TOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-80, 2-5=-80, 5-7=-80, 8-11=-20 Concentrated Loads (lb) Vert: 16=-175(F) [V N 4�"pFESSION �a oMIN G Fy _Q.r C 70068 EXP. 9-30-2020 1k CIVIL ��P OF GALLFp� January 23,2019 A WARNING - Vedly design parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERENCE PAGE 11,111.7473 rev. 101012015 BEFORE USE. Deslgn vatld for usa only w10' MTekb wrinedors. this deslgn is based only upon, parameters shown, and Is for an Individual bunding compmril, M �� a buss ayslOmou . Wore usa, the bOding designer rst verily the applbcabillly of doafgn parameters and properly InCwpmle Ills dealgo Into the moral) building doslgn. Bracing Indlealod is to prevent buckhrU of indlvlduar truss web andlor chord mambers oniy. Addlonal lemporary and permanent bra4ing MIT'ek is always required for otablRy and to ixevenl collapse, with pouOo personal lrriufy and properly damage. For general gwdemw regarding the fabrfcaWn, slorage, dellvary, are0on and bracing of busses and Iruea syslama, ase ANSYTPH Ouaft CrIforle, DSO-89 and SCSI Building Component 250 Klug Circle Safety InfwMlion avalable ffom Truss Plate InsUlule. 218 N- Lee Street, Sulte 312, Alexandria, VA 22314, Corona, CA 92880 ,Job Truss Truss Type iQty Ply Residence K5638563 WB180072 005A COMMON 1 1 �Zerbst Job Reference (optional) Integra Truss, Banning, CA 8.220 s Nov 16 2018 MiTsk Industries, Inc. Tua Jan 22 15:51:410 2019 Page 1 tD.EsxxMNwMDQFOLff YO6y4WJZF-YxCX7LW KxfncKyq—dgbOVhIH NdgT20aGDst2pzskvu 4-0-74 9.3-0 14.0.2 17.10-8 i•0.0 2 0.0 2214 4.9-2 4-9.2 3-10.8 4x4 = 1.5x4 II Jx8 =^� — 7 3-0 LOADING (psf) SPACING- 2-1-0 CSi. TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 TCDL 20.0 Lumber DOL 1.25 BC 0.48 BCLL 0.0 Rep Stress Incr NO WB 0.35 BCDL 10.0 Code IBC2015/TPI2014 Matrix -MS LUMBER - TOP CHORD 2X4 DF No.1 &Btr G BOT CHORD 2X4 DF No.1 &Btr G WEBS 2X4 DF No. 1&Btr G REACTIONS. (lb/size) 8=1 071 /Mechanical, 11 =1 035/0-5-2 Max Horz 11=113(LC 5) Max Uplift 8=-133(LC 5). 11=-163(LC 4) Max Grav 8=1105(LC 10), 11=1036(LC 10) FORCES. (lb) - Max. Comp /Max Ten. - All forces 250 (lb) or less except when shown TOP CHORD 4-5=-1060/135, 5-6=-1061/139, 2-11=-319/105 BOT CHORD 10-11=-152/1035, 9-1 0=-1 52/1035, 8-9=-150/988 WEBS 5-9=0/333, 6-8=-1196/186, 11-12=-1168/106, 4-12=-1162/115 Scale = 1:33.1 B-7-B I DEFL. in (ioc) i/defl vd PLATES GRIP Vert(LL) -0.10 8-9 >999 240 MT20 220/195 Vert(CT) -0.31 8-9 >678 180 Horz(CT) 0.03 8 n/a n/a Weight: 92 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 2-1-12, Interior(1) 2-1-12 to 9-3-0, Exterior(2) 9-3-0 to 12-3-0, Interior(1) 12-3-0 to 17-8-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 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 133 lb uplift at joint 8 and 163 lb uplift at joint 11. 8) Hanger(s) or other connection devlce(s) shall be provided sufficient to support concentrated load(s) 201 lb down and 30 lb up at 16-0-8 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-83, 2-5=-83, 5-7=-83, 8-11=-21 Concentrated Loads (lb) Vert: 16=-175(F) Q�pF ES810 wa 001G z C 68 EXP.9-30-2020 / * ,k CIVIL�P F CAt1Fq� January 23,2019 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED NnEK REFERENCE PAGE NII.7473 rev. 10ro3/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Inewporals this dsargn into the warall building design. Bracing indicated Is to prevent buckling of individual truss web andlorchdrd members only. Addillonal temporary and pemianeni hmcing is always required for stability and to prevent collapse with possible personal injury and property damage. For ge nsral guktance regarding the fabrication, elwsge, delivery, erection and bracing of lrusaee and truss systems, see ANSMil qually CHteH&, DSO-89 end SCSI Building Component Salary Inforawrlun avallable from Truss Plate Institute, 21ll N. Lee Street, Suite 312, Alexandde, VA 22314. ISO! 250 Klug Circle Corona, CA 92880 'Job Type Residence K5638564 i`B180072 IID05B (COMMON I3 1 I _ + Job Reference,(optional) Integra Truss, Banning, CA 8.220 s Nov 16 2018 MiTek Industries, Inc, Tue Jan 22 16:51:50 2019 Page 1 ID:Es"MNwMDQ DLRYO6y4fVyFJZF-08mvLhXyfzvTy6PABX6F2viSG02FCVgVIbObFzskvt 1-0-0 2 {t 0 A 5 2-5-9-3-0 14-0.2 17-10-8 0 1•E1 2-0-0 1144 4.9.2 f 4-9-2 3.10.6 4x4 = 1.5x4 II 3x8 = 3x6 Scale = 1:33A 9 3.0 17-1" 2-" 7.3.0 0-7 . -OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.10 8-9 >999 240 MT20 220/195 -CDL 20.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.30 8-9 >706 180 BCLL 0.0 Rep Stress Incr NO WB 034 Horz(CT) 0.03 8 n/a n/a 3CDL 10.0 Code IBC2015/TPI2014 Matrix -MS Weight: 92 lb FT = 20% '-UMBER- BRACING- rOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 DF No.1 &Btr G except end verticals. NEBS 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 4EACTIONS. (lb/size) 8=1034/Mechanical, 11=995/0-5-2 Max Horz 11=108(LC 5) Max Uplift 8=-129(LC 5), 11=-156(LC 4) Max Grav 8=1068(LC 10), 11=996(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-1019/130, 5-6=-1021/133, 2-11=-306/101 SOT CHORD 10-11=-146/995, 9-10=-146/995, 8-9=-145/953 `NEBS 5-9=0/321, 6-8=-1152/179, 11-12=-1123/102, 4-12=-1117/110 NOTES- i ) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 2-1-12, Interior(1) 2-1-12 to 9-3-0, Exterior(2) 9-3-0 to 12-3-0, Interior(1) 12-3-0 to 17-8-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1 60 plate grip DOL=1.60 )) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf 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. 5) Refer to girder(s) for truss to truss connections y) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 lb uplift at joint 8 and 156 lb uplift at joint 11. J) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 201 lb down and 30 lb up at 16-0-8 on top chord. The design/selection of such connection device(s) is the responsibility of others )) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ,OAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-80, 2-5=-80, 5-7=-80, 8-11=-20 Concentrated Loads (lb) Vert: 16=-175(F) OQ�a��5S10N,� I G 2y 4�1 C 70068 EXR 9-30-2020 CIVI1. nF CAL1��Q January 23,2019 WARNING - VMTY des/pn paremefem end READ NOTES ON THIS AND INCLUDED MIiEK REFERENCE PAGE MII-7473 rev. 10A13/2013 BEFORE USE. Design valid for use onlyw th MITek&mnmr=rs, This dosign is based only upon parameters shown, and is for on Indlvxtual Wring componeni, not a truss syalum. Before use, the building deeignar must verily the applicsblllly of design peramalons and pinpor3y lncorporato this daslgn Into iris overall bulldleg design. Bracing indicated is to prevent budrgng or Indlvldval truss web endlor chord mernWra only. AddIl oral lemporary and permanent Bracing IVf l IT kI Isalways iequtrad lot atsbildy and to prevmw collapse wilh ponslblo parsanml inpury and property damage. For gdnelel guldarxa regarding the fabrication. Storage, dellvery, erecdon and bracing of busses m-4 Irons systoms, sue ANSYTPI1 Quality Crllede, D5B-89 end BCSI Building Component 250 Klug Circle Se1ey IrdormmUcin BmWatOn from Truss Plate IrmViule, 218 N. Lee Slioel, Suita 312, Atoxandda, VA 22314. Corona, CA 92880 Job Truss Truss Ty" Qty, Ply Zerbst Residence K5638565 WB180072 D06 COMMON 1 1 Job Reference Joptional Integra Truss, Banning, CA 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:51:50 2019 Page 1 I D: EsxxM NwM DQF D LffYO6y4fVyFJZF-O8mvLhXyizvTy6PABX6F2vl RG03 LCTPJVtbQbFzskvt •1 0 0 4.6.14 9.3-0 14-0-2 11.10-8 f-0-0 4-5-14 4-9-2 4.0.2 3-10.6 4x6 = Scale=1:34.7 4.00 12 13 14 Us3x6 4 6 15 1.5x4 II 16 2x4 3 11 1.5x4 II 7 2 12 G 3x6 11 N 6 6x6 = 1.5x4 II 3x10 = 6x6 = 11 10 9 2-04 _ 9.3.0 17-10-8 7-3-0 8-7.8 LOADING (psf) SPACING- 2-0-0 CSi. DEFL. in (loc) iidefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.09 8-9 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.28 8-9 >361 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.50 Horz(CT) 0.01 6 n/a n/a BCDL %0 Code IBC2015fTP12014 Matrix -MS Weight: 92 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 DF No 1 &Btr G except end verticals. WEBS 2X4 DF No 1 &Btr G BOT CHORD Rigid ceiling directly applied or 5-10-15 oc bracing. REACTIONS. All bearings 11-1-8 except (jt=length) 8=Mechanical. (lb) - Max Horz 11=108(LC 14) Max Uplift All uplift 100 lb or less at Joint(s) 10 except 9=-235(LC 13), 8=-1038(LC 14), 11=-1023(LC 11) Max Grav All reactions 250 lb or less atjoint(s) except 9=1075(LC 10), 8=1349(LC 17), 11=1065(LC 16). 10=264(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-372/423, 3-4=-860/918, 4-5=-1008/1040, 5-6=-1112/1150, 6-7=-781/771 BOT CHORD 10-11=-1292/1325, 9-10=-892/965, 8-9=-1184/1338 WEBS 6-9=-10911873, 5-9=-447/146, 4-9=-916/794, 6-8=-1660/1546, 11-12=-1636/1507, 4-12=-1680/1546 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10: Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 2-1-12, Interior(1) 2-1-12 to 9-3-0, Extedor(2) 9-3-0 to 12-3-0, Interior(1) 12-3-0 to 17-8-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1 60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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 lb uplift at joint(s) 10 except Qt=lb) 9=235, 8=1038, 11=1023. �-f ESS101V 8) This truss has been designed for a total drag load of 200 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag OQ ING C �. loads along bottom chord from 0-0-0 to 17-10-8 for 200.0 plf. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 201 lb down and 30 lb up at=yP y0 16-0-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. C 70068 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). _:t LOAD CASE(S) Standard .. 9-30- 20 ) 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) kP Q Vert: 1-2=-80, 2-5=-80, 5-7=-80, 8-11=-20 Concentrated Loads (lb) Vert: 16=-175(F) January 23,2019 A WARNING - verily design parameters and READ NOTES ON THIS AND INCLUDED Mr7EK REFERENCE PAGE 114II-7473 rev. 10/03,2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPIl Quality Criteria, DSB-80 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 type JB180072 Residence K5638566 Plate Offsets (X,Y)-- [2:0-3-0&2-N LOADING (psf) SPACING- 2-0-0 -CLL 20.0 Plate Grip DOL 1.25 TCDL 20.0 Lumber DOL 1.25 3CLL 0.0 Rep Stress Incr YES BCDL 10.0 Code IBC2015(TP12014 LUMBER - TOP CHORD 2X4 DF No.1 &Btr G 30T CHORD 2X4 DF No.1 &Btr G WEBS 2X4 DF No. 1&Btr G )THEIRS 2X4 DF No. 1&Btr G 2EACTIONS. (lb/size) 4=67/2-5-8, 6=218/2-5-8, 5=27/2-5-8 Max Horz 6=179(LC 5) Max Uplift 4=-142(LC 5). 6=-137(LC 4) Max Grav 4=130(LC 7), 6=228(LC 9), 5=55(LC 3) -1-0-0 1-0-0 Job Reference (2Ig2naD, 8.220 s Nov 16 2018 MiTek Industries, Inc, Tue Jan 22 16:51:51 2019 Page 1 I D:Zdm9m3W CCuLKgKGc4?H7z7yH?_x-UKKHYOYaTH 1 JZG_NkFdUa6rgAQUVx1 AtjXL_71zskvs 2-5-8 2-5-8 4.00 12 10 Scale=1:17.0 6 5 4 1.5x4 11 1.5x4 11 3x4 2-5-8 2-5.8 CSI. DEFL. in (loc) I/dell L /d PLATES GRIP TC 0.07 Vert(LL) -0.00 1 n/r 120 MT20 2201195 BC 0.01 Vert(CT) -0.00 1 n/r 120 WB 0.01 Horz(CT) -0.00 4 n/a n/a Matrix-P Weight: 21 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. AOTES- 1) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 2-3-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 !)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. 1) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) " This truss has been designed for a live load of 20.Opsf 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. /) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=142, 6=137. Q�p�ESS1QNAC D�t1NG �y Q C 70068 January 23,2019 A WARNING - Verf ly design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERENCE PAGE MII-7473 rev. 101103/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a kuea system, Befam use, the building desl$rrsr must verify the applicability of design parameters and properly incorporate this design Into the overall build*9 doelgn. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing r� p i y' iTe k is dtwaya required for etabilrly and jo prevent aotlapse with posslWo personal injury and property damage. For generof guidance regarding the tabdcation, storage, dellvory, ameton and bracing of trussea and Iruss systems, see ANSIITPII Qualify Ctftrk 050-99 and SCSI Building Component 250 Klug Circle Salary InformaNap available (ram Truss Plate InsViLr , 210 N. Lee Straot, Sulla 312, Nexandna, VA 22314. Corona, CA 92880 Job Truss Truss Typo Qty Ply Zerbst Residence K5638567 'WB180072 D07 COMMON 4 1 Job Reference optional) Integra Truss, Banning, CA 8.220 s Nov 18 2018 MiTek Industries, Inc. Tue Jan 22 16:51:52 2019 Page 1 I D:Zdm9m3WCCuLKgKGc4?H7z7yH?_x-ywufmMYCEa9ABQYZly8j7KNIWgjdgPxOyB4XfBzskvr 1-0-0 2-5-14 7-3-0 12-0-2 15-10-8 1-0-0 2-5-14 4-9-2 4-9-2 3-10-6 3x4 = 7-3-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 20.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code IBC2015/TP12014 LUMBER - TOP CHORD 2X4 DF No.1 &Btr G BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF No.1&Btr G REACTIONS. (lb/size) 7=1448/Mechanical, 9=943/0-5-8 Max Horz 9=123(LC 6) Max Uplift 7=-221(LC 5), 9=-16B(LC 4) Max Grav 7=1563(LC 10), 9=951(LC 10) 4x4 = axo — axo — Scale = 1:29.9 15-10-0 8-7.8 DEFL. in (ioc) i/defl Ud PLATES GRIP TC 0.48 Vert(LL) -0.09 7-8 >999 240 MT20 220/195 BC OA7 Vert(CT) -0.29 7-8 >646 180 WB 0.37 Horz(CT) 0.02 7 n/a We Matrix -MS Weight: 83 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-908/127, 4-5=-918/138, 5-6=-323/63, 6-7=-668/127 BOT CHORD 8-9=-130/588, 7-8=-178/1074 WEBS 5-8=-326/136, 4-8=0/267, 5-7=-1242/210, 3-8=0/309, 3-9=-948/134 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 7-3-0, Exterior(2) 7-3-0 to 10-3-0, Interior(1) 10-3-0 to 15-8-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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 lb uplift at joint(s) except Qt=lb) 7=221,9=168. 8) 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) Standard e4�5jON 1) Dead + Roof Live (balanced): Lumber Increase=l 25, Plate Increase=1.25 i1 �G Uniform Loads (plf) �_ 0 y1� Vert: 1-2=-80, 2-4=-80, 4-13=-80, 6-13=-350(F=-270), 7-9=-20 `. 70068 * EXP. 9,90.2020 January 23,2019 ,& WARNING - Vedy design parameters and READ NOTES ON THIS AND INCLUDED MrrEX nEf Eh'I_NCL PAGE MII-7473 rev. 10=015 BEFORE USE. Design valld for use only with MiTek® connectors. This design Is based only upon parameters shown, end is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall ME �■ building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Addltionel temporary and permanent bracing WOW is alhays required for stability and to prsvonl collapse wrih possible porsorwl Injury and property darmagr;. For gcnernl guidance regarding the feWic.aiion, sio rage, delivery, erection and bracing of trusses and truss systems, see ANS97PH Qualify Cdfaf m, 030-89 and SCSI Building Component 250 Klug Circle Safety /nformadon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 "ob 'Truss Truss Type aty Ply %JrbW Residence K5638568 JB180072 ID09 COMMON 2 1 Job Reference o tlona1 Integra Truss, Banning, CA Industries, 9 9� 8.220 s Nov 16 201 B MITek Industries, Inc. Tue Jan 22 76:51:52 2018 Page 1 ID:3_EekScHscHCIVSoEIBV4EyckNp-yW ufmMYCEa9ABQYZly8j7KNiQghvgQ60yB4Xf8zskvr , 7.3.0 _ 12-0-2 15-10.6 1-0-0 7.1Z 4-10-4 0-" { 4-9-2 �— 3.10-6 4x6 = Scale = 1:33.6 1,5x4 II Ann Fl—!)- 4 5 N N 12 2X4 6x6 = 3x4 = 3x8 = 1.5x4 11 1-7-12 6-&U .7-3-0 . 1-7.12— 440-4 0 9 0 Plate Offsets X Y ;0-3.0,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. -CLL 20.0 Plate Grip DOL 1.25 TC 0.68 TCDL 20.0 Lumber DOL 1.25 BC 0.58 3CLL 0.0 Rep Stress Incr NO WB 0.29 BCDL 10.0 Code IBC2015lrP12014 Matr1x-AS d-UMBER- TOP CHORD 2X4 DF No.1 &Btr G 30T CHORD 2X4 DF No.1 &Btr G WEBS 2X4 DF No. 1&BtrG REACTIONS. (lb/size) 12=897/0-5-B, 8=932/Mechanical Max Horz 12=123(LC 6) Max Uplift 12=-160(LC 4), 8=-129(LC 5) Max Grav 12=943(LC 10), 8=993(LC 10) 'ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. rOP CHORD 2-3=-628/74, 3-4=-843/120, 4-5=-777/134, 5-6=-828/137, 2-12=-1267/168 90T CHORD 10-11=-88/727, 9-10=-8B/727, 8-9=-140/870 NEBS 5-9=0/436, 6-8=-986/182, 3-11=-813/126, 2-11 =-1 12/1542 15-10-8 DEFL. in floc) I/deft Ud PLATES GRIP Vert(LL) -0.13 8-9 >999 240 MT20 220/195 Vert(CT) -0.53 8-9 >351 180 Horz(CT) 0.02 8 n/a n/a Weight: 83 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. 40TES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3- iecond gust) Vasd=87mph. TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 7-3-0, Exterior(2) 7-3-0 to 10-3-0, Interior(1) 10-3-0 to 15-8-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1) " This truss has been designed for a live load of 20.Opsf 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.Opsf. 5) A plate rating reduction of 20% has been applied for the green lumber members. 3) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=160, 8=129. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 201 lb down and 32 lb up at / 14-0-8 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-2=-80, 2-5=-80, 5-7=-80, 8-12=-20 Concentrated Loads (lb) Vert: 17=-175(F) Q�of ESSro, �O OML�G 2 �y y�0 'A C 7U068 c- EX 9-80-2020 January 23,2019 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE M11-7473 rev. 10103/2015 BEFORE USE. D3axlgn valid for use only with MiToke conrtadom This design 15 based only upon parametom shown, and is for an Individual bullding compbnoo. not a Truss 6yslom- Before use. Via bUilding dosignor mull verify the applicability of damign parameters and property lneorperale Ihls design into Iho overall Nil bulldkq d"n. Bracing indlcated is to pmvont bucldkig otindlvldual truss web andfor chord members onry Addid01w1 temporary and permanent bracing M fTelC W always required for siebility and to prevent co liap9e with POaslpte personal Injury and property 40mage. For general guidon regarding the iabdcatlon, slarage, dallvary, erseVon end bracing of Trusses and Inraaaystam9, see ANSYMI Quiflty Crtkt%p, DSO-U and SCS1 Bididing Component 250 Klug Circle Safetylnfbrmallon available from Truss Plato InsWufe, 218 N. Lee Sit"t, Sulta 312. Aloxiindda, VA 22314. Corona, CA 92880 ,Job Truss Truss Type Qty Ply Residenon K5638569 'WB180072 D10 COMMON 1 lZerbsl 1 Joh ReTerence (optional Integra Truss, Banning, CA 8.220 s Nov 16 2016 MiTek Industries, Inc. Tue Jan 22 16:51:53 2019 Page 1 10:3 EaSCHscHCtV5oEl8V4EyckNp-RjR1ziZq4uH1pB71sgNvxwzcIE4bPvxABrg5Baxskvq •? p-0 1-7-12 7 3•Q. 12.6.2 15-10 8 I 1 p 0 1-7-12 6.7-4 4-9-2 3 iW6 4x4 = 1.5x4 II Ann F49— 4 5 1.5x4 II 3x4 = 1.5x4 II 3x4 —^� — Scale = 1:33 6 7-12 r 4-10-4 9-4-8 LOADING (psf) SPACING- 2-1-8 CS1. DEFL. in (!or) iidell vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.12 B-9 >910 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.37 8-9 >296 180 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(CT) 0.01 8 n/a n/a BCDL 10.0 Code IBC2015/rP12014 Matrix -MS Weight: 83 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 DF No.1 &Btr G except end verticals. WEBS 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12 REACTIONS. (lb/size) 12=539/0-5-8, 8=684/Mechanical, 10=709/0-5-8 Max Horz 12=130(LC 6) Max Uplift 12=-143(LC 4), 8=-146(LC 5), 10=-46(LC 4) Max Grav 12=579(LC 10), 8=742(LC 10), 10=769(LC 9) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-260/91, 3-4=-334/145, 4-5=-382/161, 5-6=-351/163, 2-12=-575/128 BOT CHORD 10-11=-109/279, 9-10=-109/279, 8-9=-164/572 WEBS 6-9=-408/119, 5-9=0/347, 2-11=-63/469, 6-8=-642/207, 3-11=-344/105, 4-10=-578/43 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; Vult=11 Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 7-3-0, Exterior(2) 7-3-0 to 10-3-0, Interior(1) 10-3-0 to 15-8-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) A plate rating reduction of 20% has been applied for the green lumber members 6) Refer to girder(s) for truss to truss connections 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 12=143, 8=146. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 201 lb down and 32 lb up at 14-0-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. �n�Esslo 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).� 4� �M,NG H90 �Z� LOAD CASE(S) Standard �� 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 J ri 70068 Uniform Loads (plf) Vert: 1-2=-85, 2-5=-85, 5-7=-85, 8-12=-21 9•30- 20 j Concentrated Loads (lb) * 4 Vert: 17=-175(F) tSt. �P F January 23,2019 ,& WARNING - veft design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 101031W IS BEFORE USE. Design vabd for use only with MiTek®connaclars. This deslgn Is Lased only upon parameters shown. and Is for an Indlvldual building component, not a truss syarem. BDfore use, The building designer must vartty the applicability of design paremotera and propody inw walo this design into the overall design. Bracing indicated is to buckling individual truss web andiorchwd members only. Addhfonet temporaryand permnnont bracing MiTe k_ building prevent of is always required for stability and to prevent collapse with possible personal injury and property damage. For gamest gul0ance regarding the labrlcation, varaaggae delivery, wacdon and bracing of trusses and truus systems, see ANSNTPII Quality Crilarls, OSO.89 and SCSI Building Component Salylylnlarmatlon available from Truss Plate Institute, 218 N. Lae Street, 5uIW 312, Alexandra, VA 22314. 250 Klug Circle Corona, CA 92860 J8180072 Type K5638570 Banning, CA 8.220 s Nov 16 2018 MITek Industries, Inc. Toe Jan 22 16:51:54 2019 Page 1 1D:3 EekScHscHCNSoEIBV4EyckNp•WtLiA2aSmCPuQkixONABC184_eSYSHpJOVIekOzskvp 7-3-0 12-0_3 15-10-8 I-1 d 0 4� 0 fr&U 4$3 3-10-5 1.5x4 a nn 4 4x4 Scale = 1:33.4 3 11 3x4 = 1.5x4II 3x4 = 1.5x4 II 1.5x4 II 3x4 = 1-6-0 G-G 0 11�-4 2,r 15.1" 1.8.0 5.0.0 _ _ tr0 4 011.0 3-6 4 Plate Offsets 5:0-2-0Ed e LOADING (psf) SPACING- 2-2-8 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP -CLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.03 9 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 029 Vert(CT) -0.12 10 >911 1 BO 3CLL 0.0 Rep Stress Incr NO WB 047 Horz(CT) 0.13 8 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MS Weight: 84 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 30T CHORD 2X4 DF No.1 &Btr G except end verticals. WEBS 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. REACTIONS. (lb/size) 11=992/0-5-8, 13=646/0-5-8, 8=696/Mechanical Max Horz 13=135(LC 6) Max Uplift 11=-103(LC 4), 13=-165(LC 4), 8=-145(LC 5) Max Grav 11=1053(LC 10), 13=697(LC 10), 8=753(LC 10) °ORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. rOP CHORD 2-3=-280/79, 34=407/127, 4-5=-375/160, 5-6=-370/153, 2-13=-594/145, 7-8=-277/81 ROT CHORD 8-9=-127/545, 11-12=-100/312, 10-11=-127/547 NEBS 4-11=-647/131, 11-14=-364/93, 6-14=-483/112, 2-12=-69/537, 3-12=-517/131, 6-15=-724/168, 8-15=-626/125, 16-17=-170/731 NOTES- ') Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 7-3-0, Exterior(2) 7-3-0 to 10-3-0, Interior(1) 10-3-0 to 15-8-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 1) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 3) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 11=103, 13=165, 8=145. 1) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 201 lb down and 32 lb up at 14-0-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. ]) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ".OAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (piq Vert: 1-2=-88, 2-19=-88, 5-1 9=-1 78(F=-90), 5-7=-88, 8-9=-22, 10-13=-22 Concentrated Loads (lb) Vert: 23=-175(F) QROFESSIO 4 NG 2 �y =5P y90��rn Ci 70068 January 23,2019 WARNING - Vedty dea/gn peramefers and READ NOTES ON THIS AND INCLUDED MrfEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. l Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PI1 Quality CHWn a, DSB-ea and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. w1 Mirek' 250 Klug Circle Corona, CA 92880 Job Truss Truss Type 0ty PlyZerbst Residence K5638571 'WB180072 D11A COMMON :2 1 lob Reference (optional) Integra Truss. Banning, CA 8.220 s Nov 16 2018 MITsk Industries, Inc. Tus Jan 221&51,65 2019 Page 1 I D:3_EekScHscHCIVSoE18V4EyckNp-N5ZoOOb4XVX12tH8z5hQly?Fvl lAtkcSesJBGTzskva 1-0-0 1-6-0 7-3-0 , 12-0-3 15-7-0 1-0-0 1-6-0 5-9-0 4-9-3 3-6-13 3x6 11 4x8 = A 11 Fl-;-- 4 5 Scale = 1:32.7 1.5x4 II 3x4 1.5x4 11 3x4 = 6x6 = 1fir0 B-6-0 7.3-0 11-64 15.7.0 , 1 O- 45i-0.0 0.9.0 .3.4 4-0-12 LOADING (ps) SPACING- 2-0-0 i CSi. D'eFL. in (!or,) iiden PLAT ES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.13 8-9 >797 7240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.26 8-9 >406 BCLL 0.0 Rep Stress Incr NO WB 0.50 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MS Weight: 82 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 5-1-13 oc purlins, BOT CHORD 2X4 DF No.1 &Btr G except end verticals. WEBS 2X4 DF No.1 &Btr G BOT CHORD Rigid calling directly applied or 5-10-8 oc bracing. REACTIONS. (lb/size) 12=655/0-5-8, 10=807/0-5-8, 8=697/0-5-8 Max Horz 12=125(LC 15) Max Uplift 12=-204(LC 12), 10=-990(LC 11). 8=-1062(LC 14) Max Grav 12=716(LC 10), 10=1536(LC 16). 8=1498(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-418/262, 3-4=-953/821, 4-5=-1081/846, 5-6=-1691/1435, 6-7=-407/400, 2-12=-710/170 BOT CHORD 10-11 =-81 5/958, 9-10=-879/1076, 8-9=-1113/1391 WEBS 4-10=-11041527, 6-9=-981/885, 6-8=-1832/1535, 2-11 =- 100/682, 3-11=-517/138, 5-9=-97/405 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat 11; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, 1nterior(1) 1-11-7 to 7-3-0, Exterior(2) 7-3-0 to 10-3-0, 1nterior(1) 10-3-0 to 15-5-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=204, 10=990, 8=1062. 7) This truss has been designed for a total drag load of 1650 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist "VESS1QNe. *c drag loads along bottom chord from 0-0-0 to 15-7-0 for 105.9 plf. 8) Hanger(s) device(s) be to load(s) 201 lb down 33 lb Q fi or other connection shall provided sufficient support concentrated and up at}�aM11� 14-0-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. Z y 0 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Cm C 70068 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 * P� 3�2UP0 Uniform Loads (plf) Vert: 1-2=-80, 2-14=-80, 5-14=-170(F=-90), 5-7=-80, 8-12=-20 \Q Concentrated Loads (lb) Vert: 17=-175(F) +aF� January 23,2019 AWARNING - Verily design paremelere and READ NOTES ON THIS AND INCLUDED if"M REFERENCE PAGE Mll-7473 rev. 10110312015 BEFORE USE. 1 Design valid for use only with MITsk® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual buss web and/or chord members only Additional temporary and permanent bracing �r M 1T 8k_ is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIi Quality CrUerta, DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 — — lJob Truss Truss Type Qty Ply Zerbst Residence K5638572 I.VB180072 D12 COMMON 1 1 Job Reference (optional) Integra Truss, Banntng, CA 5.220 s Nov 18 2018 MITek Industries, Inc. Tue Jan 221B:51:58 2019 page 1 1D.ZFakScHscHCNSoElOV4EyckNp-eH7AbkbfHpfcglsMDIHAYTyRBGoOocto2lovzskvn 1 0 0P 1 0 0 IF-3-012-G-3 15-7-0 1-0 0 1 8 G 5-9-0 4-94 3-6113 3x4 = 1.5x4 II 1.5x4 II JX4 3x6 Plate Offsets (X,Y)- [5:0-2-0,gS!pe] - LOADING (psf) SPACING- 2-0- ,-CLL 20.0 Plate Grip DOL 1.2 TCDL 200 Lumber DOL 1.2 3CLL 0.0 Rep Stress Incr N BCDL 10.0 Code IBC2015ITP12014 LUMBER - TOP CHORD 2X4 DF No.1&Btr G dOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF No. 1&Btr G 0 CSI. 5 TC 0.27 5 BC 0.42 O WB 0.18 Matrix -MS REACTIONS. (lb/size) 11=515/0-5-8, 9=634/0-5-8, 8=650/0-5-4 Max Horz 11=125(LC 6) Max Uplift 11=-145(LC 4), 9=-24(LC 4), 8=-148(LC 5) Max Grav 11=555(LC 10). 9=686(LC 9), 8=709(LC 10) =ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-321/143, 4-5=-295/158, 5-6=-326/159, 2-11=-533/146 30T CHORD 9-1 0=-1 12/266, 8-9=-155/502 WEBS 4-9=-316/74, 6-9=-342/104, 6-8=-590/203, 2-10=-73/445, 3-10=-348/103 DEFL. in (loc) I/deft Ud Vert(LL) -0.12 8-9 >907 240 Vert(CT) -0.34 8-9 >307 180 Horz(CT) 0.01 8 n/a n/a Scale=1:33.4 PLATES GRIP MT20 220/195 Weight: 77 lb FT = 20% 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. JOTES- 1) Unbalanced roof live loads have been considered for this design. ?) Wind: ASCE 7-10; VuIt=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Extedor(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 7-3-0, Exterior(2) 7-3-0 to 10-3-0, Interior(1) 10-3-0 to 15-5-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 5) A plate rating reduction of 20% has been applied for the green lumber members. d) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except Qt=lb) 11=145, 8=14B. !) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 201 lb down and 33 lb up at 14-0-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. )) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). . OAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 i Uniform Loads (plf) Vert: 1-2=-80, 2-5=-80, 5-7=-80, 8-11=-20 Concentrated Loads (lb) Vert: 15=-175(F) �RO�ESSIpA141 �o d�li� G x Fy y�0 Corn V C 68 rsA30 January 23,2019 WARNING - Vert& design parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERENCE PAGE 11,1II.7473 rev. 10/01,2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M [Tek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Iabrfcallon, storage, delivery. erection and bracing of trusses and Incas systems, see ANS11TPIf Qualify Criteria, DSB-89 and SCSI Building Component 250 Klug Circle 24I4ly hrfvmrallen avallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 180072 Integra Truss, Bann ng. CA -IV 6-5.14 g 3.0 1-0-0 4-5-14 4-9-2 `city Ply Zerbst Residence K5638573 1 1 .Job Reference (optional _ 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:51-512019 Page 1 ID:E sxxMNwMDQF DLffYO6y4fVyFJZF-JUhYp4cL27nTHBRW5VkvgN4fprSyt.eGl6Sol Ktzskvm 14-0.2 17.7.0 4.9-2 3-6-14 4x6 11 10 :1xtu — 6x6 = 2-0-D 2-0-0 LOADING (DSf) SPACING- 2-n_ TCLL 40.0 Plate Grip DOL 1.2 TCDL 20.0 Lumber DOL 1.2 BCLL 0.0 Rep Stress Incr YE BCDL 10.0 Code IBC2015/TPI2014 LUMBER - TOP CHORD 2X4 DF No. 1&Btr G BOT CHORD 2X4 DF No. 1&Btr G WEBS 2X4 DF No. 1&Btr G Scale = 1:34.5 91 17-7-0 7-3-0 9 4.0 n CSI. DEFL. in (loc) Udei! Ltd PLATES GRIP 5 TC 0.25 Vert(LL) -0.08 8-9 >999 240 MT20 220/195 5 BC 0.33 Vert(CT) -0.24 8-9 >402 180 S WB 0A9 Horz(CT) 0.01 8 n/a n/a Matrix -MS Weight: 91 lb FT = 20% REACTIONS. All bearings 8-11-8 except (jt=length) 8=0-5-4 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-11-4 oc bracing. (lb) - Max Horz 11=112(LC 13) Max Uplift All uplift 100lb or less atjoint(s) 10 except9=-276(LC 13), 8=-1031(LC 14), 11=-1014(LC 11) Max Grav All reactions 250 lb or less at joint(s) except 9=993(LC 10), 8=1243(LC 15), 11=1059(LC 16), 10=271(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-372/423, 3-4=-861/919, 4-5=-978/993, 5-6=-1135/1157, 6-7=-720/713 BOT CHORD 10-11=-1281/1323, 9-10=-881/963, B-9=-1101/1202 WEBS 6-9=-1045/904, 4-9=-896/783, 6-8=-1574/1497, 5-9=-442/163, 11-12=-1630/1490, 4-12=-1673/1529 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 2-1-12, Interior(1) 2-1-12 to 9-3-0, Exterior(2) 9-3-0 to 12-3-0, Interior(1) 12-3-0 to 17-5-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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 lb uplift atjoint(s) 10 except (jt=1b) 9=276, 8=1031, 11=1014. 7) This truss has been designed for a total drag load of 200 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 17-7-0 for 200.0 plf. v N �Q��F1wS5rp�� 'NG Zhy �yc 90 C 70068 * ,M26 * I January 23,2019 AWARNING - Vedfy destgn parameters and READ NOTES ON THIS AND INCLUDED NREK REFERENCE PAGE NII-7479 rev. IM2015 BEFORE USE. Design valra for use only with Mi rekO mnnvctcus. Thrs deslgn Is based only upon peremecors shown, and Is for an Individual building component. not a truss system. Before use, the builoing designur must vadfy the applicatldhry of doskprr parameters and properly inwrpdfalo this design Inta Ilia marall txrllding design. Bracing Inakaled Is to prewmi buckling of individual truss mb and/or chord members only- Addliional temporary and permanoni bracing is alwaya required for stability and to prevent colloPsa With passible personal INury end property damage. Forgnrrere! guidance regarding the fabrication, storage. aoliverryy, eractlon and bracing of Irusses and truss systems, sae ANSYMI Quality Criieria, DSB-lip end SCSI Building Component Safety lrfarmndon d>'adabro Irom Truss vela ImAiMa, 2$8 N. Lae Sheol, Suits 312, Alexandria, VA 22314. IdlMiTek 250 Klug Circle Corona, CA 92880 ob 'Truss Truss Type tpry Ply 11Zerhst RGsldence K5638574 VB180072 ID15 COMMON 4 1 Jab Reference o Ganal Integra Truss, Banning, CA 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:51:58 2019 Page 1 ID:3_EekScHscHCIVSoEl8V4EyckNp-ngFwOQdzpQvKvLOjfDF7NbdgOFnG48uvK6Xstozskvl 1-00 4.5-14 9-3-0 14.0.2 17.7.0 I 1-0-0 4-5-14 4-9-2� 4-9-2 3-0-14 4x4 = 1.0x4 I I Jxts = 3x6 = 2-0.0 2.0.0 -OADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 CDL 20.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES 3CDL 10.0 Code IBC2015/TPI2014 '-UMBER- rOP CHORD 2X4 DF No.1&Btr G 50T CHORD 2X4 DF No.1 &Btr G NEBS 2X4 OF No.1 &Btr G 4EACTIONS. (lb/size) 11=963/0-5-8, 8=861/0-5-8 Max Horz 11=112(LC 5) Max Uplift 11=-152(LC 4), 8=-104(LC 5) Max Grav 11=963(LC 1), 8=872(LC 10) Scale=1:32.9 8 3.0 17 7-0 7-3-0 8-4-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.22 Vert(LL) -0.08 B-9 >999 240 MT20 220/195 BC 0.39 Vert(CT) -0.26 8-9 >804 180 WB 0.27 Horz(CT) 0.03 8 n/a n/a Matrix -MS Weight: 91 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-953/123, 5-6=-952/126, 2-11 =-306/1 00 SOT CHORD 10-11=-145/951, 9-1 0=-1 45/951, 8-9=-128/787 WEBS 5-9=0/279, 11-12=-1071/96, 4-12=-1064/104, 6-8=-1012/165 NOTES- i) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 2-1-12, Interior(1) 2-1-12 to 9-3-0, Exterior(2) 9-3-0 to 12-3-0, Interior(1) 12-3-0 to 17-5-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 1) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 11=152, 8=104. 1q pEESSION . O �MING 2 �� C 70068 *\ a! / 1 I* January 23,2019 WARNING - Verily des/gn parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE NII.7473 rev. 1"3/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, almage, deNery, erection and bracing of trusses and Iru ae systems, tee ANSb7PI1 Quality Criteria, DSB-89 and BCSI Building Component 250 Klug Circle Safety Infamratlon avallabie from Truss Plate Institute, 218 N. l.no Street. Smile 312, Alexandria, VA 22314. Corona, CA 92880 fb TIM Truss Type Qty My Zerbst Residence K5638575 IB180072 bit COMMON 2 1 Job Reference (optiona). Integra Truss, Banning, CA 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:51.592019 Page 1 I D:3_EekScHscHCIVSoE18V4EyckNp-FspJElebakl BXVbvCwmMvoAylf6MpZk2ZmHPPEzskvk 1-0-0 4-5-14 9-3-0 14-0-2 i 17-7-0 1-0-0 4-5-14 4-9-2 4-9-2 3-0-14 1.5X4 a-0-0 9�3-0 2 1 7-U LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 20.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code IBC2015fTP12014 LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No 1&Btr G WEBS 2X4 DF No.1&Btr G REACTIONS. (lb/size) 8=1319/0-5-8, 11=1063/0-5-8 Max Horz 11=112(LC 5) Max Uplift 8=-183(LC 5). 11=-170(LC 4) Max Grav 8=1397(LC 10), 11=1075(LC 10) 4x6 = 3x8 = 17.7.0 8.4.0 3x6 = Scale=1:32.9 Y N N CSi. DEFL. in (ioc) iideil Lid PLATES GRIP TC 0.42 Vert(LL) -0.08 8-9 >999 240 MT20 220/195 BC 0.46 Vert(CT) -0.26 8-9 >786 180 WB 0.42 Horz(CT) 0.04 8 n/a n/a Matrix -MS Weight: 91 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-1184/158, 5-6=-1261/159, 2-11=-312/101 BOT CHORD 10-11 =-167/1 101, 9-10=-167/1101, 8-9=-192/1214 WEBS 5-9=0/335, 6-8=-1585/251, 11-12=-1227/123, 4-12=-1221/131 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 2-1-12, Interior(1) 2-1-12 to 9-3-0, Exterior(2) 9-3-0 to 12-3-0, Interior(1) 12-3-0 to 17-5-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 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 lb uplift at joint(s) except Qt=lb) 8=183, 11=170. 7) 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-80, 2-5=-80, 5-14=-80, 7-14=- 1 70(F=-90), 8-11=-20 ��p�ESSIpN�C Nc zy90���� C 70068 * *K. 9r30-2020 January 23,2019 ,& WARNING - Verfy dealpn parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERENCE PAGE MII-7473 rev. 10M312015 BEFORE USE. ' Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web end/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Crlferla, DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314 Corona, CA 92880 ,Job I.VB180072 Integra Tr -1-5-8 1-6-B 4-0-6 B-9-8 1-5 8 1 6-8 2-5-14 4-9-2 K5638576 8.220 s Nov 16 2015 MTak Industries. Inc. Tue Jan 22 16:52:00 2019 Page 1 I D:3_EekScHscHCIVSoEIBV4EyckNp-j3MhR5eDL2928fA5meHbS0i7S2ShYOACoQ0yxgzskvj 13-6-10 17-1-8 4-9-2 3-6-14 4x6 = 1.5x4 11 3x8 = 3x6 = M8 8-" I i8 73.0 -OADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 -CDL 20.0 Lumber DOL 1.25 BC 0.46 BCLL 0.0 Rep Stress Incr NO WB 0.41 3CDL 10.0 Code IBC2015/TP12014 Matnx-MS '-UMBER- rOP CHORD 2X4 DF No.1&Btr G 90T CHORD 2X4 DF No.1&Btr G NEBS 2X4 DF No.1&Btr G 4EACT10NS. (lb/size) 8=1290/0-5-8, 11=1082/0-5-2 Max Horz 11=117(LC 5) Max Uplift 8=-182(LC 5), 11=-192(LC 4) Max Grav 8=1369(LC 10), 11=1094(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-1131/150, 5-6=-1209/156, 2-11=-341/127 BOT CHORD 10-11=-160/979, 9-10=-160/979, 8-9=A91/1184 `NEBS 5-9=0/306, 6-8=-1543/249, 11-12=-1171/114, 4-12=-1173/130 Scale = 1:32 9 17-1-B 8-4-0 DEFL. in floc) I/deft Ud PLATES GRIP Vert(LL) -0.08 8-9 >999 240 MT20 220/195 Vert(CT) -0.26 8-9 >762 180 Horz(CT) 0.03 8 n/a n/a Weight: 90 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-8-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- ,) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) -1-6-1 to 1-8-4, Interior(1) 1-8-4 to 8-9-8, Exterior(2) 8-9-8 to 11-9-8, Interior(1) 11-9-8 to 16-11-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 1) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 8=182,11=192 7) 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) Standard 9,0VESSID ' Dead + Roof Live (balanced): Lumber Increase=1 25, Plate Increase=1.25 Loads Uniform 4*1 Vert: 1(2= ' � -80, 2-5=-80, 5-14=-80, 7-14=-170(F=-90), 8-11=-20 pit)��2y90 C 70068 * 19, 9,30-2020 January 23,2019 WARNING - Ven y design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE INII-7473 rev. 101OV2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPIf Quality Criteria, DSB-BB and BCSI Building Component 250 Klug Circle Safety /nformadon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 ,Job Truss Truss Type 'Qly Ply Zerbst Residence K5638577 INBl00072 D19 COMMON 3 1 Job Reference (option_ Integra Tnlss, Banning, CA 8.220 s Nov 162018 MiTek Industries, Inc. Tua Jan 22 16:52:00 2019 Pagel $ I D:3EekScHscHCIVSoEIBV4EyckNp-j3MhR5eDL2928fA5meHbSOiAs2TrY2mCoQOyxgzskvj 16 8 40 848-8 7 13-6-10 17-1-8 1 1-6-8 + 2 s 1a 4.4-2 4-9.2 3-6.14 8-9-8 4x4 = 3x8 = 3x6 = 17-1-8 Scale=1:32.9 LOADING (ps'l SPACING- 2-0-0 CSL DEEL. III (iGC) i/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.20 Vert(LL) -0.09 8-9 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.29 8-9 >687 180 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(CT) 003 7 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MS Weight: 88 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No 1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 DF No.1 &Btr G except end verticals. WEBS 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=980/0-5-2, 7=835/0-5-8 Max Horz 9=117(LC 5) Max Uplift 9=-172(LC 4). 7=-103(LC 5) Max Grav 9=980(LC 1), 7=847(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-909/112, 4-5=-909/120, 2-9=-287/139 BOT CHORD B-9=-150/823, 7-8=-125/762 WEBS 4-8=0/253, 3-9=-998/121, 5-7=-981/159 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterlor(2) -1-6-1 to 1-5-15, Interior(1) 1-5-15 to 8-9-8, Exterior(2) B-9-8 to 11-9-8, Interior(1) 11-9-8 to 16-11-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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 lb uplift at joint(s) except Qt=lb) 9=172, 7=103. o'pf E ss raN,41 �4 �>iltlNG Z Fy C 70068 January 23,2019 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE Mil-7473 rev. 1"3/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual bullding component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall iI building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary end permanent bracing M iTe�C is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing or trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-80 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandda, VA 22314. Corona, CA 92880 1"� [ fElto I ype Oty PlyXerbsl Residence f.IVB180072 DIMCOMMON K5638578 1 1 M. Manning, L;i% 8.220 s Nov 16 2018 MITek Industries, Inc. Tue Jan 22 16:52:01 2019 Page 1 10 :3Eek&HscHCIVSoEIBV4EyckNp-CFw3fRfr6LHvmok3KLoq DFLNSg4HVaL14mWr6zskvi 1-5-B 1$B 4 0 8 t3 9 8 13-6.10 17-1-8 1fr8 1�-8 2-5-14 4-9-2 4-9.2 3 6-14 4x4 1.5x4 11 3x8 = 8 3x6 Scale = 1:32.9 L 8.9_g 17-1-8 1 3-0 -OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 -CDL 20.0 TC 0.21 Vert(LL) -0.08 8-9 >999 240 MT20 220/195 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.26 8-9 >779 180 BCLL 0.0 Rep Stress Incr YES WB 026 Horz(CT) 003 8 n/a n/a 3CDL 10.0 Code IBC2015fTP12014 Matrix -MS Weight: 90 lb FT = 20% '-UMBER- BRACING- rOP CHORD 2X4 DF No.1 &Btr G 9OT CHORD TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 2X4 OF No. 1&SIT G except end verticals. NEBS 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MACTIONS. (lb/size) 11=980/0-5-2, 8=835/0-5-8 Max Harz 11=117(LC 5) Max Uplift 11=-174(LC 4), 8=-103(LC 5) Max Grav 11=980(LC 1), 8=847(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. - Alf forces 250 (lb) or less except when shown. TOP CHORD 4-5=-9051115, 5-6=-904/124, 2-11=-335/126 60T CHORD 10-11=-139/843, 9-10=-139/843, 8-9=-12fjT60 'MESS 5-9=0/253,11-12=-1022/89,4-12=-1022/;04. 6-8=-975/163 NOTES- ,) Unbalanced roof I1ve loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=llomph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) -1-6-1 to 1-8-4, Inlerior(1) 1.84 to 8-9.8, Exterlor(2) 8.9-Bto 11-9.8. Interfor(1) 11-9-8 to 16-11-12; cantilever left and right exposed ; and vertical left and right exposed; Lumber DOL=1.60 plate grip DOL =1.60 1) This truss has been designed for a 10.D psf bottom chord live load nonconcu rre nt with any other live loads. 4) 'This truss has been designed for alive load of 20,Opsf 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. 3) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing piste capable of withstanding 100 lb uplift atjoint(s) except at=lb) 11=174,8=103. QRpF F_SSI04f C 70068 January 23,2019 WARNINB - Yertly dnefpnparernerarf and RF-.4r1 NOTES QN TH1S AND INCLUDED RNrEH REFERENCE PkQ1: 11fN-141'3 rev. fpgly31715 BEFORE USE QQ8; n valid for use only with MITak®cannedi)m This design Es based only upon parameters shown, and Is for an IhdWuai buadlag componanl, not a Inns system, Beforo use, the building dWynar must W* the appllpabllity of design paramgtana and properly Inomporalo eHs desfgn Into the everatt bullding dealgn. Bracing lndlceled Is to provont buckling of individual trust web andror chord members only. Addillonot temporary and penInannnt bracing WOW atwmye required for stability and to pravenl collapse with possible personal injury and property damage. For general guidance regarding ft labri k n. storage, delivery, erecllon and b+acing or Inases and bane systems, see ANSYMI QoAflty Wferfa, DSB-89 and aCS1 Balldfng Component 250 Klug Circle S100ty Information available from Truss Plate institute, 210 N. Lee Simal. $silo 312. Aloximdrfa, VA 22314. Corona, CA 92880 Type IiQty IPly 6ZerbstResidence 1i ii I K5638580 2 1 Integra Banning, CA 1 8,220 5 Nov 16 2018 MiTek Industries, Inc. Tue Jan 2216:52:03 2019 Page 1 ID:K9nT83Py2n5?g5GL383ZgTyJcBm-FXotnEMnd2ExUXkubvcdZ8Kj7GbulT1 eUOFcY?zskvg -14 0 1-11-11 1-0.0 t•11-11 4.00 12 6 3x4 =4 1.5x4 11 05M k"K 9 Scale = 1:21.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid 6 >999 240 PLATES GRIP MT20 220/195 TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 1 Vert(LL) -0.00 TCDL 20.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) -0.00 3 We nla Weight: 14 lb FT = 20% BCDL 10.0 Code IBC20151TPI2014 Matrix -MP LUMBER- BRACING - TOP CHORD Structural woad sheathing directly applied or 1-11-11 oc purlins, TOP CHORD 2X4 DF No.1&Btr G except end verticals. BOT CHORD 2X4 DF No.1 &Btr G BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF No.1&Btr G REACTIONS. (lb/size) 6=217/0-5-8, 3=41/Mechanical, 4=18/Mechanical Max Horz 6=157(LC 5) Max Uplift 6=-71(LC 4). 3=-28(LC 5), 4=-146(LC 5) Max Grav 6=221(LC 9), 3=56(LC 9). 4=115(1_C 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gull) Vasd=67mph; TCDL=6.0psf,, BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2); Cantilever left and right exposed : end vertical left and right exposed; Lumber DOL=1.60 plate grip IDOL=1,60 2) Th}s truss has been designed for a 10,0 psf bottom chard live load nonconcumanI with arty other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-641 tali by 2-D-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 71 lb uplift at joint 6, 28 lb uplift at joint 3 and 146 lb uplift at joint 4. e�o~<�ssloN,�r G zyq0��y1� }PD�IN U C 70068 . 9-30-2020 r 0 January 23,2019 ALWARNING - varW dealpn prramvtors end READ NOTES ON THIS AND 1NCLt1DED 01WX REFERENCE PAGE AM-7473 rev. TaolwlS BEFORE USE. Deslan valid for use any with M7based only wnnectors. This doslan Is basonly upon parameters shown, snd Is Ter an Inmrvldual wilding componenl, net doNaner Vdriry the upplrcabltity of dodge pararnerars and properlyord Incornte thle dealgn info the avonll a truss syslem. eaforo use, the bullding must building daslgn. BracEng indicated In to proveM bur.Ming Of IndlvldoW truss web andMr chard marchers only- Addltional temporary and pemr9nanl bracing MiTek rg plwuys requlrod for stubgAy and to prevent cosapse with pogsible personal injury and property damage. For geAeml guidance regerdlnq the tabricallon. derr Fy weciion and bakdrg of trusses aril buss systems. see ANSYTP9 4untlry Celtw* OSe-SO and BCS1Sullding Componanf 250 Klug Circle storage, sn" forarmadon avaiWW4 lmrn Trusa Plale Inslltula, 218 N. Lae 5traet. Sulla 312, AlnxandAa, VA M`l A. Corona, CA 92880 Iuoo VB180072 1 Integra Truss, Type Residence K5638581 I j IJob Reference d Clonal 8.220 s Nov 18 2010 MiTek Industries, Inc. Tue Jan 22 %52:03 201g Page 1 I D:K9nT83Py2n 5?q5G L383ZgTyJCBm-FXOIn F.Mnd2ExUXkubvcdZSKiIGYKiTxeUOFcY?zskvg 3-11.11 1-0-0 3-11-11 4,00 6 — 1.5x4 11 9 Scale = 1:24A 1-8-3 3.11-11 2-3-8 -OADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.16 Vert(LL) 0.03 5 >999 240 MT20 220/195 -CDL 20.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.03 4-5 >999 180 SCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.06 3 n/a n/a 3CDL 10.0 Code IBC2015/TPI2014 Matnx-MP Weight: 20 lb FT = 20% 1-UMBER- BRACING- rOP CHORD 2X4 DF No 1 &Btr G TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins, 90T CHORD 2X4 DF No 1&Btr G except end verticals. NEBS 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2EACTIONS. (lb/size) 6=299/0-5-8, 3=136/Mechanical, 4=38/Mechanical Max Horz 6=188(LC 5) Max Uplift 6=-82(LC 4), 3=-91(LC 5), 4=-75(LC 5) Max Grav 6=299(LC 1), 3=153(LC 9), 4=94(LC 7) FORCES. (lb) -Max - Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.6=-261164 WEBS 2-5=-159/275 +4OTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 3-10-15; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 !) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf 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. i) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 82 lb uplift at joint 6, 91 lb uplift at joint 3 and 75 lb uplift at joint 4. QRpFESS►0NC MG _, C 70068 January 23,2019 ,& WARNING - Verf& design paremetere and READ NOTES ON THIS AND INCLUDED MITEKOVAMENCE PAGE MII-7473 10103,2015 BEFORE rev. USE. !?esign va led for use only wilh MlTaM connectors, TM design Is based only upon paramniers shorn, and is for an individual building component, not a truss 6ystNn. eefom van. ll+e buliding do540ner mu51 vsrtry the applicabllity of doslgn paramotem and property InpOrpovale Ihla deslpn Into Ina ovoxWl bulWleg design, Brodnp Indicated Is to prevent bvckHng of individual trues web sndlor chord members only. Addldonat temporary and pomasnent bracing is is I�� �Ni tete always required for atablMy and to prevent 001lap5a With poseiVa personal Injury and properly damage. Forgenaral puidonca regarding the V I f fabricelion, storage, dellvdry, erectlon and brecIng or Irussa9 and true "emu, eee ANSIRP11Qualify Cdtarls, DSS-Sll and SCSI Bullding Component Safary MTermaHan avallabla from 7rusa Pialo Inadtule, 219 N- Loa Street, Suite 312, Atoxandda, VA 22314, 250 Klu9 Circle Corona, CA 92880 Job T1us8 1011B180072 EA105 Integra Truss, Banning, CA Truss Type JACK -OPEN Residence K5638582 8:220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:5244 2019 Page 1 I D:I BHsYcRgBtB5TigBkBNQZtyJ byF-jjMG?a N PO LM n6hJ49d7s5Mtoogs_Uw8 nj2_A4 Rzskvf -1-0-0 5.11-11 _ 1-0-0 5-11-11 e 3x4 = 4 1.5x4 11 5.11.11 5.11-11 Scale = 1:30-4 LOADING (psf) SPACING- 2-0-0 Cal. DEFL. if, (loc) i/deli Uld PLATES solo TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.10 4-5 >700 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.15 4-5 >447 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.20 3 n/a n/a BCDL 10.0 Code ISC2015/TP12014 Matrix -MP Weight: 25 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins, BOT CHORD 2X4 DF No.1 &Btr G except end verticals. WEBS 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=393/0-5-8, 3=221/Mechanical, 4=58/Mechanical Max Horz 6=204(LC 5) Max Uplift 6=-86(LC 4), 3=-132(LC 5), 4=-37(LC 5) Max Grav 6=393(LC 1), 3=242(LC 9), 4=115(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-336/32 WEBS 2-5=-183/309 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat 11; Exp C; Enclosed; C-C Extedor(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 5-10-15; 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.Opsf 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 86 lb uplift at joint 6, 132 lb uplift at joint 3 and 37 lb uplift at joint 4. �QR�F>~SSICNq� (Doi, r CJ C 70068 EXP.9-30-2020 j CIV11. FCALIFQC� January 23,2019 A WARNING - Vw* design parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE N11-7473 rev. 1010312015 BEFORE USE. Design valld for usa only will MITakV connectors. This design Is based Only upon parnm ter shown, and Is for an Indlvldvai bulklln2 Component, nol a lilies ayatom- Befora use, tM building dealgnor most vanity the apppcabltity of design noramDtora and properly inccrporala thls doalgn Into the overall building design. Bracing indicated is to proven) suckiing of Individual Wes web andlor chord momhms only. Addltional sampotary and pwmannnl bmdng M ITek_ Is always repuirsd for staltlllty and fa pravant collapse with posalblo pomonal infvry and property damage. For goneral guidance regarding the FObrWCaliOn, storage, det6rery. Dnmtlon and bracing of tnrases and buss syslems, see ANSUMI Quaffty Crltevla, DSO.39l and BCS1 Building Component 250 Klug Circle Safely JrNermaUon available from Tuns Plate Inslituto, 218 M- Len Slmnl, Sulto 312, A[exandrie. VA 22314. Corona, CA 92080 l.vob 'Truss Truss Type Iaty Ply Zertlsl Resldenee K5638583 /B180072 EA108 -OPEN 2 1 Job Reference (optional) Integra Truss, Banning, CA 8,220 s Nov 16 201S MiTek Industries, Im Tue Jan 22 16:52:05 2019 Page 1 I D:IBHsYcRgBtB5TigBkBNQZtyJbyF-BvweCwN 19fUekruHjKe5eZQ1 P39FDLbxxikjcuzskve -1.0 0 3-3-0 7-11-11 1 1-0-0 3-3-0 4-8-11 Scale = 1:32 5 .OADING (psf) TCLL 20.0 -CDL 20.0 BCLL 0.0 3CDL 10.0 SPACING- 2-0- Plate Grip DOL 1.2 Lumber DOL 1.2 Rep Stress Incr YE Code IBC2015/TP12014 7 3x4 = 3x4 = 7-f 1-1 f 0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP 5 TC 0.21 Vert(LL) -0.16 6-7 >563 240 MT20 220/195 5 BC 0.50 Vert(CT) -0.49 6-7 >188 180 S WB 0.15 Horz(CT) 0.00 6 n/a n/a Matrix -MP Weight: 41 lb FT = 20% '.UMBER- BRACING - FOP CHORD 2X4 DF No.1&Btr G TOP CHORD 30T CHORD 2X4 DF No 1&Btr G NEBS 2X4 DF No 1 &Btr G BOT CHORD tEACTIONS. (lb/size) 7=489/0-5-8, 4=153/Mechanical, 6=231/Mechanical Max Horz 7=21B(LC 5) Max Uplift 7=-85(LC 4), 4=-87(LC 5), 6=-80(LC 5) Max Grav 7=489(LC 1). 4=163(LC 10), 6=267(LC 10) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. WEBS 3-7=-312/7, 3-6=-298/202 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- i) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 7-10-15; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 1) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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. ;) Refer to girder(s) for truss to truss connections. 1) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 85 lb uplift at joint 7, 87 lb uplift at joint 4 and 80 lb uplift at joint 6. AL WARNING - VeAry design parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE Nil-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property darnage. For gensral gvldamm regarding the fabrication, oleaage, delivery. erection and bracing of trusses end tome systems, see ANSVTPI1 quality Criteria, DSB-89 and SCSI Building Component Safety /n/ormadan evallable from Truss Plate Inalituls, 218 N. lea Street. Suite 312, Alexandria, VA 22314. �Rq��ss,oNg� 1N G zy 4y� C 70068 January 23,2019 IIIIIIIIIIE MiTek' 250 Klug Circle Corona, CA 92880 Job Truss Truss Type INB180072 EC102 JACK -OPEN Integra Truss, Banning, CA Qty Ply 1 �Zerbst Residence K5638584 1 Job Reference (gptional), 8.220 s Nov 16 2018 MiTek Industries, Inc, Tue Jan 22 16:52:13 2019 Page 1 I D:IBHsYcRgBtB5TigBkBNQZtyJbyF-ySPfufU2G6UWh3VpB?nzyFlQbl?E5_V6nyg8vQzskvW 1-0-0 1-11-11 1-0-0 1-11-11 4.00 12 Scale = 1:21.3 6 3x4 =4 1.5x4 II lam INIM LOADING (Dsf) SPACING- 2-0-0 CSI. DEFL in fin_r.1 I/deft I d PLATES GRIP 20 TCLL .0 Plate Grip DOL 1.25 TIC 0.07 Vert(LL) -0.00 6 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MP Weight: 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc pudins, BOT CHORD 2X4 DF No. 1&Btr G except end verticals. WEBS 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=217/0-5-8, 3=41/Mechanical, 4=18/Mechanical Max Horz 6=157(LC 5) Max Uplift 6=-71(LC 4), 3=-28(LC 5), 4=-146(LC 5) Max Grav 6=221(LC 9), 3=56(LC 9). 4=115(LC 7) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2); 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.Opsf 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 lb uplift at joint(s) 6, 3 except (jt=lb) 4=146. QR�+r�5S1�/y�C w� Q M IG 2 y C 70068 January 23,2019 ,& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE M11-7473 rev. 10,V312015 BEFORE USE. Design valld for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a Iru55 system Before use, the building deslgnor must verify the applicability of design parenlclms and praperly Incorporate (ilia daslgn Inlo Ina avmall building doslgn. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Addfllonsl temporary and pefmsnerd bmaing Is ahxays requ irad for etablilty and to provont cotlatow with poasibfe pomonol Injury and property damage. For go neral guidance regarding the fabrltetlon, aiofege, delivery, ereclion and bracing of busses and buss systems. sae ANSVTPH quality CrlfeNe, OSB-60 and SCSI Building Component 250 Klug Circle Safey Inronnaflan nvallablo from Truss Plato tnsfllule. 2W N. Loe Strsal, SUIo 312, AloxuMrfa, VA 22314. Corona, CA 92880 Type Qty Ply jZerbst Residence ISIB0072 EC104 i lrrtegra Truss, Bann€no. CA 1 _OADING (psf) SPACING- 2-0-0 TCLL 200 Plate Grip DOL 1.25 7CDL 20.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES 3CDL 10.0 Code IBC2015fTP12014 '.UMBER- rOP CHORD 2X4 DF No. 1&Btr G SOT CHORD 2X4 DF No.1 &Btr G NEBS 2X4 DF No.1&Btr G -1-0-4 r 1 0�'-- 1.5x4 11 K5638585 8.220 a Nov 15 2010 MITek Industries, Inc. Too Jan 22 16:52:14 2019 Page 1 IO:i BHsYcRgBIB5TIgf3kB NQZtyJbyF-Qa2257Ug 1 OCNJ D491J ICV SHawl IvgRiFOcPi Rszskv V 3-11.11 3-11-11 �� 4.00 12 , $-71-11 3-11-11 CSI. DEFL. TC 0.16 Vert(LL) BC 0.20 Vert(CT) WB 0.03 Horz(CT) Matrix -MP tEACTIONS. (lb/size) 6=299/0-5-8, 3=136/Mechanical, 4=38/Mechanical Max Horz 6=188(LC 5) Max Uplift 6=-82(LC 4), 3=-91(LC 5), 4-75(LC 5) Max Grav 6=299(LC 1), 3=153(LC 9), 4=94(LC 7) FORCES. (lb) - Max. Comp.IMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-261154 WEBS 2-5=-159/275 In (loc) I/deft L/d 0.03 5 >999 240 -0.03 4-5 >999 180 -0.06 3 n/a n/a Scale = 1:24.4 PLATES GRIP MT20 220/195 Weight: 20 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. AOTES- 1) Wind: ASCE 7-10: Vult=l1Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.0psf; h 25fl; Cat. II; Exp C; Enclosed; C-C Exterlor(2)-1-0-9Io 1-11-7. laterlor(1)1-11-7 to 3-10-15; cantilever left and right exposed ; and vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 ') This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent wllh any other live loads. 3) ' This truss has been designed for a Ilve 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. i) Refer to girder(s) for truss to truss connections. d) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. Q,g)F ESS1 o .(jot �P �o c� C 70068 * q1` 0-2020 January 23,2019 ® WARNINe -Vedry ddflnn p9mmetwo rend RE40 NOTES ON YNS AND IA= WED MrM REFEREMCE PAQE4fd•7473 rev. fQR "615 BEFORE USE 0eslgn valid for use only with mrrek& owwKwtor6. This d"n is based only upon paremutere shown, and is W an inawfdual bulldlrlg corTiponenl, W a Iruss eyalam. 8916re use, the huINN designer must wnry Me applkublllly of design Warne" and property Inoorporate We design Into the overall bNil' uilding design. Bracing ind"ad is Io prevent buckiing Of indWual truss weh andror chord members only. Addlttonal tomporary and pmmenant bracing M iT$k 1 is ahvay5 required for slabillt r and to prevent collapse with poEeiblo parmp-W iNury and property demopu_ Fargenwal guidarlca fegurding Iha fabricallan. storage. dellrary. aredon and bfwhV 01 lnrseas and bugs syssems, a" ANSYMf Quaffry Crflff^ 0SO.60 and 6CSl SO;h fnp Cpmpoyrmr 250 Klug Circle Saliry Irrrvrm�fldn a"llabta Tram Truss Pate InslUb, 219N. Los strut, Suite 312, Alexandrla, VA =14. Corona, CA 92880 Truss Truss Type Qty Ply Zarbst Residence K5638586 =C106 JACK -OPEN 1 1 Job Reference o llanat�_.. CA 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:52:15 2019 Page 1 ID:IBHSYcRgBtB5TigBkBNOZtyJbyF-ugWOJLViokkE-4NICiQpR2gggo5d7ZusPFG9FzJzskvU _f-0-0 Ti-S1-71 I f.0.0 5-11-11 Scale = 1:30.4 1.5x4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 046 TCDL 20.0 Lumber DOL 1.25 BC 0.31 BCLL 0.0 Rep Stress Incr YES WB 0.03 BCDL 10.0 Code IBC20151TPI2014 Matrix -MP LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No-1 &Btr G WEBS 2X4 DF No. 1&Btr G REACTIONS. (lb/size) 6=393/0-5-8, 3=221/Mechanical, 4=58/Mechanical Max Horz 6=204(LC 5) Max Uplift 6=-86(LC 4), 3=-132(LC 5), 4=-37(LC 5) Max Grav 6=393(LC 1), 3=242(LC 9), 4=115(LC 3) 5.11411 5.11-it DEFL. In (IOC) I/dell Lid PLATES GRID Vert(LL) 010 4-5 >700 240 MT20 220/195 Vert(CT) -0.15 4-5 >447 180 Horz(CT) 0.20 3 n/a n/a Weight: 25 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-336/32 WEBS 2-5=-183/309 NOTES- 1) Wind: ASCE 7-10; Vul1=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=&.Opsf: h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1.11-7, Interior(1) 1-11-7 to 5-10-15; cantilever left and right exposed ; end venlcal left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonooncurrent 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 glyder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4 except (jt=lb) 3=132. ��a+ress�oN,�r �Q aM14�G 2 F� �►_� �`P y'�a cam C 70068 o CAo��� January 23,2019 A WARNING - vmay d°aign p.runelmf end RFAD NOTES ON THIS AND fNCLf1OED AVTEK REFERENCE PAGE ARI.7473 rev. 1fAM"015 BEFORE USE ouelgn valkr for use only wllh WakV connedom This design Es based only upon perarnaWra shown, end is for an individual bulldl% mmponenl, mi a Wes ayeiem. More usa. Iha bldkling designor must verity the appflcaWWty or design parameters and properly lncmporste 8A9 dndign into Ole overall buliding design, aredkp indicalnd is to prevent buckling of Individual Wes wcb andlor chord members only. Addilienal tempmery and permAnenl bracing is always mLilred for%Wdlity and to pravonl cosepee will, pwigue pamonal Injury and properly darnage- For gumml quldsnce rogarding the fabricalkm, eturage, delivery, eretllon and braotng gr 0ussa n Lee a Wlem. em p3exunANWMI as(Ny CrIMM, OSB-n and DCS1 BuNdfnq Componenf S+fafyrnformeotdn avellable Item Truss Ptatd Inssluta, 8 MR' Welk, 250 Klug Circle Corona, CA 92880 _J l'ob Truss Truss Type Oty Ply rbat Residence K563B587 /B180072 IEC1002 JACK -OPEN 1 1 I — CA 8.220 s Nov 16 2018 MITek Industriea, Inc. Tue Jan 221OZ2:06 2019 Pape 1 1-0-0 I0:3_EekScHscHCIVSOEISV4EyckNp-f6 UOQGOtwaCV M 7TTH 19KAmyENTcbypm4AMTH9Kzskvd 1-11.11 I--1-0.0 1-11-11 — -I 4.00 12 6 3x4 =4 1.5x4 I 1.11_11 1.11.17 -OADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) -0.00 6 >999 240 -CDL 20.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0 02 Horz(CT) -0.00 3 n/a n/a 3CDL 10.0 Code IBC2015/T1PI2014 Matrix -MP '-UMBER- BRACING- fOP CHORD 2X4 DF No.1 &Btr G TOP CHORD 130T CHORD 2X4 DF No.1&Btr G NEBS 2X4 DF No. 1&Btr G BOT CHORD tEACTIONS. (lb/size) 6=217/0-5-8, 3=41/Mechanical, 4=18/Mechanical Max Horz 6=157(LC 5) Max Uplift 6=-71(LC 4), 3=-28(LC 5), 4=-146(LC 5) Max Grav 6=221(LC 9), 3=56(LC 9). 4=115(LC 7) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown Scale = 1:21.3 PLATES GRIP MT20 220/195 Weight: 14 lb FT = 20% Structural wood sheathing directly applied or 1-11-11 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. AOTES- 1) Wind: ASCE 7-10; VuIt=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2); 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. 1) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. :) A plate rating reduction of 20% has been applied for the green lumber members 5) Refer to girder(s) for truss to truss connections. i) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 71 lb uplift at joint 6, 28 lb uplift at joint 3 and 146 lb uplift at joint 4. Q�yq� ESSION�( wa 00M G 2 � C 70068 * EXP. MO-2029 - ���`P Olui C. January 23,2019 WARNING - V-NY design peremefereend READ NOTES ON THIS AND INCLUDED MrTEK REFERENCE PAGE MII-7473 rev. 10A13/2015 BEFORE USE. Design valid for tree eMy with MfTek® connectors, This design in based only upon pammaWrs shown, and Is for an brdhrldrrnl building CaarnponOnL not a truss system. Before use, Via building deetgnar must varEfy the applicatitlity of design pare motors o-d property Incorpersle thls doslgn Into tyre overall bugding dbslpn. aredng IndlCalsd Is to prevent buclllklg of individual Imas wob andror chord members only. Addkional temporary and permanent bMdng Tek rs always required for rtlebiOty and to prevent collapse vnth posaibte personal injury and property damage, For general guidance regarding One Mi ! fabrimbon, slops delWo erection and bracing or trin m and truss systems, See ANSkWH Queflfy Crfrerle, DSO.89 and SCSI Bulfd7a Component U P 250 Klug Circle Seregr Mlorme evil tram Tares Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Corona, CA 92880 Job �Tnm Truss Type WBIB0072 EC1W4 JACK -OPEN Integra Truss, Banning, CA linty ply ;Zerbst Residence K5638588 1 1 T` ,Job Reference (optional) _ 8,220 s Nov 16 2018 MiTek induslrles, Inc, Tua Jan 22 16:52:06 2019 Page 1 ID:rW mLNgfRgOU38gML_5?QBTycQ?k-f6000GOfwzcVM?TTH 19KAmyDMTa7ypl4AMTH9Kzskvd 3-4-3 4,00 12 Scale =1:23 4 5 3 1.5x4 34-3 3-4-3 LOADING (psf) SPACING- 2-0-0 CSi. GEFL, in (ioc) i/deir JId DILATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.02 4 >999 240 MT20 220/195 TCDL 200 Lumber DOL 1.25 BC 013 Vert(CT) -0.01 4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0 02 Horz(CT) -0.03 2 n/a rl BCDL 10.0 Code IBC2015/TP12014 Matrix -MP Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-4-3 oc purlins, BOT CHORD 2X4 DF No 1&Btr G except end verticals. WEBS 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=157/0-5-8. 2=126/Mechanical, 3=31/Mechanical Max Horz 5=162(LC 5) Max Uplift 5=-19(LC 4), 2=-79(LC 4), 3=-76(LC 5) Max Grav 5=173(LC 9). 2=136(LC 9), 3=90(LC 7) FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=11 Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2); 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.Opsf 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 19 lb uplift at joint 5, 79 lb uplift at joint 2 and 76 lb uplift at joint 3. qVpESSINIS aN�( C 70068 *\ NX-1•'�' I* January 23,2019 A WARNING- Vertly design parameters and READ NOTES ON THIS AND INCLUDED UrTEK REFERENCE PAGE 11,1II-7473 rev. 1010312015 BEFORE USE. Deaign valid for use only w,tlr Mr7@V& wnnodors. This design is based Only upon parameters shown, and Is for on IndlWalual building component, not ' a trues systom Before uso. tho building deslDner must verity the applIcablllly or design psramotcrs and property incorporole this design Into Vie overall �n buiiding doslgn. aracinp molicaled IS to ptdvorll buckling of Indlvtdual Imes web a(Wor chard mamDors only. AddWonel lorbporary and pafmanafrt bracing k V! ITe k is always mq%IW for clabiI4 and to prumnt coilopse with pos4lble porsonal inXq and property domaga. For gormml guidance regarding the febrlcatlon, staraga, delivery, wacdon and bracing of trusses and Irum systems, see ANSM11 Quality Crharla, DSO-89 and SCSI Building Component 250 Klug Circle sahryArrorrnaeon avaltnhle ffdm Truss Plate Institute, 216 N_ Lon Street, Sully 312, Alexandria, VA 22314. Corona, CA 92880 lwv 1 russ I raa I ype qty Ply �Zerbst Residence K5638589 I /B180072 IEC1006 JJAC.K-OPEN 1 1 _ Banning, CA 8 220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:52:07 2019 Page 1 iD: (WmLNgfRgOU38gM L_54OBTycg9k•7120dcPHhGk Mz82fgfg4_V LdtvYhOwEPOI)ghmzakvc 4.00 12 _OADING (psf) TCLL 20.0 7CDL 20.0 BCLL 0.0 3CDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code IBC2015/TP12014 i-UMBER- rOP CHORD 2X4 DF No.1 &Btr G 430T CHORD 2X4 DF No.1 &Btr G NEBS 2X4 OF No. 1&Btr G 1.5x4 11 CSI. TC 036 BC 025 WB 0 03 Matrix -MP 2EACTIONS. (lb/size) 5=247/0-5-8, 2=197/Mechanical, 3=50/0-0-13 Max Horz 5=189(LC 5) Max Uplift 5=-35(LC 4), 2=-122(LC 5), 3=-45(LC 5) Max Grav 5=257(LC 9), 2=214(LC 9), 3=99(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 'NEBS 1-4=-163/278 5-1-11 5.1-11 Scale = 1:28.9 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) 006 3-4 >942 240 MT20 220/195 Vert(CT) -0.08 3-4 >702 180 Horz(CT) 0.12 2 n/a n/a Weight: 22 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-1-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-0-15; 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. I) " This truss has been designed for a live load of 20.Opsf 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. t) A plate rating reduction of 20% has been applied for the green lumber members 5) Refer to girder(s) for truss to truss connections. i) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. /) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 5, 122 lb uplift at joint 2 and 45 lb uplift at joint 3. 4-1 QRpf 1ESSION rya NG� �y CJ C C 70068 EXR 9-30-2020 3'T CIVII ��"FGF CALIF January 23,2019 A WARNING - Vertfy design peremeters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIP7477 rev. 1010312015 BEFORE USE. Dasign valld for usb only Wih lYlr'r ke connectors. This design is based only upon paramoiers shown, and Is for an indwWuel building camponeni, not a Irun sy6iem. Before use, the bullding dsslgnar must verity the appilcebliity of doslpn paramelers and propmiy incorporate this design Into iho Wplall building design. Bracing indicaled Is In prawn buckling of indMdual hula vrob andinr chord members only. Addllionai t®mporary and permenont bracing is always required for stability and 10 prevent wilopm thin possibin Personal injury end property damage. For generai guidsnra+agafding the fabdceibn, elorege, deifyery� erection and braclrq or basses and truss systems, see ANSNP11 Gusllly CrRerlt OSB-aY ■ndBCSI Bultding Component so" trr7ermeddn avafEebia from Truss Plate rnHtltuW 218.N. Les Streal. Suho 312. Alexandria, VA 22314, Mil Mi3ek 250 Klug Circle Corona, CA 92880 Job Truss Truss Type Qty Ply Zo�rbst Residence K5638590 INB180072 EC1008 JACK -OPEN 1 1 Jab Reterenee (oplinn2l]. Integra Truss, Banning, CA 8.220 a Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:52:08 2019 Page 1 ID:rWmLNgfRg0U38gML_5?QBTycQ?k-cUbmrxQvSasDbldsOSBoGB2UgHA6QjpNegyNDDzskvb t 8 3 7-1-1 t 1 8 3 5-" Scale = 1:31.0 1.50 II JX4 — 1 &3 5-3-4 7.1.11 1-10.7 LOADING (PST) SPACING- 2-1-0 CSi. DEFL. in "--` r , 1/de" Ud , PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.08 5-6 >807 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.17 5-6 >370 180 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(CT) 025 3 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP Weight: 31 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 DF No.1 &Btr G except end verticals. WEBS 2X4 DF No. 1&Btr G BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-5-8 except at=length) 3=Mechanical, 4=Mechanical. (lb) - Max Horz 7=211(LC 5) Max Uplift All uplift 100 lb or less atjoint(s) 7 except 3=-131(LC 5), 4=-141(LC 10), 5=-197(LC 5) Max Grav All reactions 250 lb or less at joint(s) 3, 4 except 7=271(LC 9), 5=429(LC 10) FORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-251/95 WEBS 1-6=-176/300, 2-6=-342/123 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-0-15; 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 lb uplift at joint(s) 7 except (jt=lb) 3=131,4=141,5=197. Q�a��ssjoN,�( C 70068 P. 9-30-2020 January 23,2019 ,& WARNING - VerNy design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERENCE PAGE MII-7173 rev. 10N3,2015 BEFORE USE. Design volid tar use only with Mk'rokg connectors, This design is based only upon parameters shown. and Is for en individual building component, not a lilies system. Before uao. the building doal"r must vority the appilcablitty of design paramslars and property incorporale Vila design Into the oVdrekl � ry bullding design. Bracing indicmad is to proveni buckling of Mlvldunl truss web andlor chord members only. Additional temporary and permanent bracing i V! iTe k Is always roqulrod for stability and le prevanl collapse vrilh poiiq hNo porsonal injury and property damage For genoral gukMrnca reg"rrg the fabrication, sterogo. dollvery, erection and bracing of trusses and truss systems, see ANSYTPIf Quality Criteria, DSO-89 and SCSI Building Component 250 Klug Circle Safory Informatlon ava liable from Truss Plate Insiltute, 218 N. Loa Street, Sulte 3,2, Alexandria, VA 22314. Corona, CA 928BO IBIB0072 K5638591 Banning, CA 8.220 s Nov 16 2018 MliT" IndusVltrs, Inc. Tue Jan 22 16:52:08 2019 Page 1 I D:rWmLNgfRgOU38gML_5?OBTycQ?k-cUbmrxQvSasDblds0SBoGB2SMH83QjdNegyNDDzskvb 18.3 8-A0 9.3,3 1-0-0 1$3 51:1-!3 1-3-3 1.5x4 II 3x4 = Io Scale = 1:34.9 1-e3_ rr3-12-842 a•o�o al -a �.a_a -OADING (psf) SPACING- 2-1-0 CSI. DEFL. to (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 009 7-8 >672 240 MT20 220/195 -CDL 20.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0 21 7-8 >295 180 BCLL 0.0 Rep Stress Incr NO WB 0.06 Horz(CT) 0.31 5 n/a n/a 3CDL 10.0 Code IBC2015/TPI2014 Matrix -MP Weight: 37 lb FT = 20% '-UMBER- BRACING - FOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 90T CHORD 2X4 DF No.1 &Btr G except end verticals. NEBS 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. tEACTIONS. All bearings 0-5-8 except Qt=length) 5=Mechanical, 6=Mechanical, 4=0-3-0. (lb)- Max Horz 9=241(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 9, 5, 6 except 4=-157(LC 5), 7=-175(LC 5) Max Grav All reactions 250 lb or less at joint(s) 5, 6 except 9=398(LC 1). 4=312(LC 10), 7=432(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-291/76 WEBS 2-8=-208/358, 3-8=-430/92 AOTES- 1) Wind: ASCE 7-10; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-9-15, Interior(1) 1-9-15 to 9-2-7; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 !) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf 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. i) Refer to girder(s) for truss to truss connections. d) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 5, 6 except (jt=lb) 4=157, 7=175. /) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. �" tiOESSIO 'I r�o ING � �y �90 �y C 70068 70 *k a! / J /* January 23,2019 A WARNING - VeHly design Parameters and READ NOTES ON THIS AND INCLUDED Mf7EK REFERENCE PAGE M11.7473 rev. 1ON3/2015 BEFORE USE. Design vatid for use only with MiTekV connectors. Thla daslgn is based only upon parameters shown, and Is for an Individual building component, not a truss systam. Before use, the WIding ddslgnar must verily the applicahlllty of design parameters and proparly incorporate this design into the overall buliding design. Bracing Indicated is to prawns buckling of Indlvldual puss web an&DF chord members only. Addiporrat toreporary and ponnanoni prating MiTeiC Is always required foe stability and to prevent coliapsavilh passible persnnol injury and pro➢a+ly damage. For general quldanm regarding 0ra fabdcatlon, storaggev, delivery, ant etton and hra0FV of susses and truss systems, see ANSI M9 Que0ty Crltsda, DSO.89 and BCSIBulledng Component Safagr Inrdrmatlen svellablefrom Truss Platy lnalkft, 216 N. Street. BsrHe 250 Klug Circle Lea 312, Alexartdrts, VA22314. Corona, CA 92880 Job Truss WBI80072 EC1012 Integra Truss, Banning, CA Type 1.00 80�0 Residence K5638592 8.220 s Nov i6 2018 MI1 ralc Induslrles, Inc. Tue Jan 22 16:52:09 2019 Page 1 ID:3_EekScHscHCIVSoEl8V4EyckNp-4h992HQYDu_4DSC2yAil oPajChcw997WsKixifzskva 10.1.8 , 11-3.3 2-1-8 1-1-11� I� 0 1.5x4 II 3x4 = LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 20.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code IBC2015/TP12014 LUMBER - TOP CHORD 2X4 DF No.18Btr G BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF No.1&Btr G 5-34 8-0 81r$ T1-3 3 5.3-4 I TIP& t]- -6 3-1-11 Scale = 1:30.7 CSL DEFL. In (foc) I/defd L/d PLATES GRIP TC 0.22 Vert(LL) .002 8-9 >999 240 MT20 220/195 BC 0.13 Vert(CT) -0.05 8-9 >999 180 WB 0.11 Horz(CT) -0.00 6 n/a n/a Matrix -MP Weight: 45 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-5-8 except Qt=length) 6=Mechanical, 7=Mechanical, 4=0-3-0, 5=0-1-8 (lb) - Max Horz 9=252(LC 5) Max Uplift All uplift 100 lb or less atjoint(s) 9, 6, 4, 5 except 8=-167(LC 5) Max Grav All reactions 250 lb or less atjoint(s) 6, 7, 4, 5 except 9=315(LC 1), 8=580(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-274/45 WEBS 3-8=-434/122 NOTES- 1) Wind: ASIDE 7-10; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 11-2-7; 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.Opsf 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 at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 9, 6, 4, 5 except Qt=lb) 8=167. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4, 5. Q�aF�ss�o'�i 5 QM1�fG'��+ C 70068 3XP?.30-2020 January 23,2019 WARNING - Veft design panmrwara and READ NOTES ON THIS AND INCLUDED MfIEK REFERENCE PAGE Nil-7473 rev. 10N3/2015 BEFORE USE. Design vAid for use only with MITek® C0mndeldr6. This design Is bassd Only upon pwam9ters shown, and Is far an individual building component, not a truss r yplem. Before use, the building doaigner must verily the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the I fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSWPH Quality Crltarle, DSO-89 and SCSI Building Component i 250 Klug Circle i Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 ,job Truss Truss Type JB180072 EC1014 JACK -OPEN I Integra Truss, Banning, CA .1.0-0 i 11-0.0 �Qty [ly 1 �Zsrbst Residence K5638593 2 Job Refersnea o 8onel 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:52:10 2019 Page 1 IC;3_EekScHscHCNSoEISV4EyekNp•Y*gXFdRAzB6xgcnE W IEGtc7uy4x9ucNg5_RUI5xskv2 8•0-0 101-8 12.1.81 —U-" 8-0.0 2 _8 2.0-0 Scale = 1:41.4 1.5x4 II 3x4 5-3.4 �! 54.4 _OADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TIC 0.22 FCDL 20.0 Lumber DOL 1.25 BC 0.13 BCLL 0.0 Rep Stress Incr YES WB 0.11 3CDL 10,0 Code IBC2015fTP12014 Matrix -MP '-UMBER- rOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1&Btr G NEBS 2X4 DF No.1&Btr G Iv 0 8.0-0 8.1 8 12-6-0 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.02 9-10 >999 240 MT20 220/195 Vert(CT) -0.05 9-10 >999 180 Horz(CT) -0.00 7 n/a n/a Weight: 46 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1EACTIONS. All bearings 0-5-8 except Qt=length) 7=Mechanical, 8=Mechanical, 4=0-3-0, 5=0-1-8, 6=0-1-8. (lb) - Max Horz 10=265(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 10, 7, 4, 5.6 except 9=-168(LC 5) Max Grav All reactions 250 lb or less atjoint(s) 7, 8, 4, 5. 6 excPpl 10=315(LC 1), 9=583(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2-10=-274/34 WEBS 3-9=-434/117 AOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat II; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 12-5-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 ) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf 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. u) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5, 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7, 4, 5, 6 except at=lb) 9=168. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4, 5, 6 �OFESSfa �aQ �1ANG z C 70068 M January 23,2019 A WARNING - Vertly design peremelers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE, doalgn valA For use oNy with MlT&W connectors. This design fa based only upon per0met0r8 thown, also is for an individual bullding r ponent, not a buss eyslem- Before use, the building daslgnar inult Verb (to oppitcahllity of dafign paramalam and property ineorporalo this doslgn Into the overall building dastgn. Bradng Indlcalod is to prevani buckling of individual truss web endfor Vtord members oNy. Addltlonal temporary and permanent bracing ��'�'� k Is always required for dablllty and to provenl collut) m Mth possible personal Injury and property de mago. For general guidance ragardIng the fabr esllvn, average, delNweryy.� araclion and bracing at busses and Irons sylitoms, a" ANSVMI QuaMy CXWIR, DS&59 end SCSI Sallding Component 250 Klug Circle SehlylnlomtaV= ava8eb1a ftam Truss Plale insliluW 218 N. Lea Shea4 8kft 312. AkK"rI% VA22314, Corona, CA 92880 Job Truss Truss Type WB180072 EC1018 JACK -OPEN Integra Tr tss, Bantling, CA 0 I ,Qty IPly Zerbst Residence K5638594 2. 1 Job Reference o tional)_ 8.220 s Nov 16 2018 MiTek Indusirles. Inc. Tue Jan 22 15:52-.11 2019 Page 1 ID:3_EekScHscHCIVSoEIBV4EyckNp-03HvTzSokVEoSmLR3blVtgglmUHPd2?pKeB2gXzskvY 6.0-0 10.1-8 12.1•8 12-" 8-M 2.1 B 2474 61-44 I� 0 1.5x4 II 3x4 = N tb Scale = 1:41.4 _ 5-3-4 0-" 8+8 53-4 2-B-12 G-1=8 LOADING (psf) SPACING- 2-8-8 CSi. DEFL. irr (ioc) ildef Ld SLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 035 Vert(LL) -0.02 9-10 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.07 9-10 >888 180 BCLL 0.0 Rep Stress Incr NO WB 0.15 Horz(CT) -0.01 7 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MP Weight: 46 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No 1&Btr G TOP CHORD 2-0-0 oc purlins (6-0-0 max.), except end verticals BOT CHORD 2X4 DF No 1&Btr G (Switched from sheeted: Spacing > 2-8-0) WEBS 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-5-8 except Qt=length) 7=Mechanical, B=Mechanical, 4=0-3-0, 5=0-1-8, 6=0-1-8. (Ib) - Max Horz 10=359(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 10, 7, 4,6 except 9=-227(LC 5), 5=-119(LC 5) Max Grav All reactions 250 lb or less at joint(s) 7, 8, 4, 5, 6 except 10=427(LC 1), 9=790(LC 10) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-371/45 BOT CHORD 9-10=-292/170 WEBS 2-9=-1921332, 3-9=-587/158 NOTES- 1) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 12-5-4; 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 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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 at joint(s) 5, 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7, 4, 6 except (jt=lb) 9=227, 5=119. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4, 5, 6. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. IF ESSICNq` 0 C 70068 J� V 0- 9TFOP CALIF�F� January 23,2019 WARNING - V. ft design parameters and READ NOTES ON THIS AND INCLUDED NIrEK REFERENCE PAGE Ulf-7473 rev. 10V0312015 BEFORE USE. Mslgn varrd for use only Wi i Wlroka connectors. This design is based only upon paramewra shaven, Find Is for an iWMdual building componerll, not a Was eystefn. Before use, the bullding daalarler must vor6 the epplicebilily of design pars molars and property incorporate this de819n Into the overall Nil building design. Bracing Indlcalad Is to prevent buckling of individual was web and ar chard nxirnbars only. Addlilonal tempurury and permarwnt bracing MiTek is always friotOd for atablllty end to provont coltapse with pos5lbio paraonal in)ury and property damage. For genoral guidance regarding the fabrication, storage, del"ry, erection and bracing of trusses end Irusa systems, see ANSN7Pf1 Quality Crfiarls, DSB-89 and SCSI Building Component 250 Klug Circle Sates rnlw vt m, available kom Truss Plate Institute, 218 N. Lee Street, Suft 312, Nexandda, VA 22314. Corona, CA 928BO r--- � rruen rype Qty�1��t.ResldenceJB180072 EC1016 JACK -OPEN K5638595 1 ference o donel Integra Truss, Banning, CA 8.220 s Nov 16 201a MiTek Industries, Inc, Tue Jan 22 16:52:12 2019 Page 1 I D:3_EakScHsCHCIV$oE1BV4EyckNp.UFrHgJTOVpMf4wwddlGkQ 1 CDCuT4 MRozYlwbM_zskvx -1-e-0 2-10.12 10.1,3 12-1-0 1 -s 1 g g 2�� 4-11-12 2.40 24-0___Ola Iv 1.5x4 II bx6 = 3x6 II Scale = 1:46 8 2-10-12 7-1M 11-042 2-4-4 4.11-12 _61'.4 _OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.01 3 >849 240 MT20 220/195 rCDL 20.0 Lumber DOL 1.25 BIC 0.42 Vert(CT) -0.08 9-10 >759 180 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT) 0.05 8 n/a n/a 3CDL 10.0 Code IBC2015/TPI2014 Matrix -AS Weight: 45 lb FT = 20% '-UMBER- BRACING- rOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. SOTCHORD 2X4 DF No. 1&Btr G BOT CHORD Rigid calling directly applied. NEBS 2X4 DF No.1 &Btr G tEACTIONS. All bearings 7.4-0 except Qt=length) 13=0-5-8, 8=Mechanical, 5=0-4-8, 6=0-1-8, 7=0-1-8. (lb) - Max Horz 13=271(LC 14) Max Uplift All uplift 100 lb or less atjoint(s) 8, 5, 6, 7 except 13=-316(LC 11), l l=-1964(LC 17), 10=-1887(LC 14) Max Grav All reactions 250 lb or less at joint(s) 8, 9, 6, 7 except 13=363(LC 18), 11=2056(LC 14). 10=2122(LC 17), 5=261(LC 10) FORCES. (lb) -Max. Comp.IMax. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2-13=-358)319, 3-4=-1541/1457, 4-5=-1067/958 30T CHORD 12-13=-324/234, 11-12=-2185/2130, 3-12=-2181/2135, 10-11=-623/558, 9-10=-783/783 WEBS 3-10=-2320/2423, 4-10=-446/176 NOTES - Wind: ASCE 7-10; Vuit=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7. Interior(1) 1-11-7 to 12-5-4; 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 wllh 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 WTI flt between the bottom chord and any other members. 1) A plate rating reduction of 20% has been applied for the green lumber members. o) Refer to girder(s) for truss to truss con neclion s. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6, 7. 1) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 5, 6, 7 except Ot=lb) 13=316, 11=1964, 10=1887. 1) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5, 6, 7. 9) This truss has been designed far a total drag load of 180 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0.0-0 to 7-10-8 for 180.0 pif. 10) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the fop chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) 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. 'ROFEssiaN� r�0 �tplHG 2 Fy U � zi C 68 January 23,2019 WARNING - Varrry design psrnrrramra and READ ROTES ON MIS AND WCLUDED MUM REFERENCE PA09 MN-7473 rar.16VY,?073 BEFORE USE Design Va rW far van only vdth uIrTek& Goweclors. TWO daslpn Is based Only upon 17MM 16M shown, and Is for an Individual building component, not a buss syeiem. BOOM uso. Iho bullding designer must Verify the aPeUoablllly oI design peaemOlOrs and properly InOD"reto this "Van Into the overall bugding deslgn. Bracing indrsel8d III to prevoni buAl[mg of Idlvlduni tnrss web andfor chord mambos only. Addillonar tomparery and permanent bracing Mire iC is always required for stability and to provenl collapse with posslblo personne al Injury and property damrip. For ggeral guidance regarding the fabrlceiion, storage, deGvsryry erecllon and bracing of kussas and Iruss ayaterrls, eve ANWM11 Quality Cprar k OS649 and 6CSIVWWng Camponenf 250 Klug Circle Salary rnrormarrorr avakvbly flour Truce plate InsUlute, 21B N. Lee Sueet, Suite $12, Aieaandry, VA 22314. Corona, CA 92880 Truss Tfuss.Type Qty Ply Zerbst Residence K563B596 , 80072 EC1020 JACK -OPEN 1 1 Job Reference (optional) Igra Truss, Banning, CA 8.220 s Nov 16 2018 MiTek Indusides, Inc. Tue Jan 22 16:52:13 2019 Page 1 ID:3 EekSCHacHCIVSoEl8V4EyckNp-ySPtufU2G6UWh3VpB?mFIO01vP5yP6nygBvozrkvW 0.p 6 2.""2 7-10-8 10-1-8 12-1 1 6 1 p 0 2 4 d 4-11-12 2-3-0 24)-0 Scale = 1:42.0 1.5x4 = 11 3x4 1.5x4 II 3x4 = 2-10.12 24 4 LOADING (psi) SPACING- 2-0--0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 20.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code IBC2015/TPI2014 LUMBER - TOP CHORD 2X4 DF No.1 &Btr G BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 OF No.1 &Btr G 10$ AM 7 t2.8+9 �4.11-f2 0 0 1P CSI. 11FF1 in (Inc) I/deft Lid PLATES GRIP TC 023 Vert(LL) -0.12 10-11 >777 240 MT20 220/195 BC 0.41 Vert(CT) -0.36 10-11 >256 180 WB 0.16 Horz(CT) -0.01 8 n/a n/a Matrix -AS Weight: 49 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. All bearings 0-1-8 except (jt=length) 13=0-5-8, 8=Mechanical, 10=Mechanical. (lb) - Max Horz 13=23B(I.0 5) Max Uplift All u;flill 100 lb or less atjoint(s) 13, 8, 10, 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 8, 6, 7 except 13=4B7(LC 1), 10=255(LC 10), 5=264(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-181/68 BOT CHORD 11-12=0/398, 3-12=0/404 WEBS 4-11=-384/0, 4-10=-305/146 NOTES- 1) Wind: ASCE 7-10: Vult=1lomph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Extertor(2) -1-0-9 to 1-11-7, Interlor(1) 1-11-7 to 12-5.4; cantilever left and right exposed ; and vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 3) ThIs truss has been designed for a 10.0 psi bottom chard live load nonwricurre nt with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chard 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 machan[cal connection (by others) of truss to bearing plate at jeinl(s) 5. 6. 7. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jotnt(s) 13, 8, 10, 5, 6, 7. 9) Beveled plate or shim required to provida full bearing surface with truss chord at joInt(s) 5, 6, 7, 10) 7his truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top Chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. o�';PFF_SSIO NZ w nMIIN z � y90 c�1T C 70068 .I�9-3D-2020 f January 23,2019 WARNING - Vedly dcalgo pannpalsrs and READ No YES OH THIS AND IHCL VDEO AfITEK REFERENCE PAGE 911,1473 rov. 1"3a(l15 WORE USE, Design valid tot usn only wlth KTQkV c0nnect0rs This dbelgn Is based only upon parameters shown, and is for an individual bultding cornponenl, not a irm ayatem. salon usa, the bulidup daslgner must varHy Ihtr 2pplicability of design poromelom and properly lacAMorata this design into the 0varalr buildlog design. Bracing Indicated to to prawafil buckling or Individual truss web endlor chord members only. Additional temporary and Pefinenp nt bracing M ire k 19 always roqulmd for stability and 10 prevent eoliapsa With Poeslbta personal injwy and propera damage. For goneral guidance regarding the lobriceticn, storage, "'Ve . arecaon and brackq of trusses and trues eysteras, see ANUTP114ua0W COWfa, OS8.89 rod 6CS1 Building Component 250 Klug Circle sarolylnfermndon Ovallab3a from Truss Plate rnBSluto, 218 N. Loa Stress. Stills 312. Aklxa+Mda. VA 2231 a. Corona, CA g2B80 soh 'Truss Tnm Type Oty Ply rbat Resldamm dB180072 IED102 JACK -OPEN 1 1 K5638597 Job Reference Integra Trues, Banning, CA 8,220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16 52:18 2019 Page 1 ID:ZdM$hn3WCCuLKyKGc4TH7zTyH? x-N14oWhWxZ1s4YXEOs8LgatNxrV041LNYTwuoVlzskvT -b0 p 1.1141 1 0 0 1-11-11 4.00 R-2- Scale = 1:16.2 1,5x4 � 18.7 1-11-11 1 -7 10.5- -OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) -0.00 6 >999 240 MT20 220/195 7CDL 20.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(CT) -0.00 3 n/a n/a 3CDL 10.0 Code IBC2015/TP12014 Matrix -MP Weight: 12 lb FT = 20% '-UMBER- BRACING- rOP CHORD 2X4 DF No 1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins, 130T CHORD 2X4 DF No.1 &Btr G except end verticals. NEBS 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. tEACTIONS. (lb/size) 6=217/0-5-8, 3=41/Mechanical, 4=18/Mechanical Max Horz 6=120(LC 5) Max Uplift 6=-75(LC 4), 3=-28(LC 5), 4=-71(LC 5) Max Grav 6=217(LC 1), 3=56(LC 9), 4=64(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psh h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2): cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plala 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. !) . This truss has been designed for a live load of 20.Opsf 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. l) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 1) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 6, 3, 4. QR�FESSIOA, c►=� �P �0 !:i . z C 70068 EX 9-30-2020 CIVIL F CALIF�[i January 23,2019 WARNING - VerHy dealpn peramefers end READ NOTES ON THIS AND INCLUDED MrTEK REFERENCE PAGE 11111-7473 rev. 10,00312015 BEFORE USE. Doalgn vaLd for use only wllh MIT00 oonneclors. This deafgn is based only upon pnramaler8 shown, and is for an Mlvidual building eompanenl, not ' a truss syslom. Before use, the bullding daslgner must verify the appllce Alty of dealpn paremalem and property lnoorporato this design Inlo the overall hullding design. Bracing Indicated is to prevent buckling of Individual truss web atWor chord members only. Addidonol lnmporery and ponnonont bracing Mire k is always re9uirod for stability and to prsvenl oolapse with possible personal injury and property damage. For general guldance regarding Vic, fabrlc0llon, storage, delivery, dreclion and bracing of lrussas and Iruse sySrems. saw ANSUMI dtueffty CrtfeNa, OSR-80 and SCSI SulldfW Component 260 Klug Circle Sefefy Information available from Tmss Plate insGtule, 218 N- Los Strom, Suila 312, AlexafMria, VA 2231h. Corona, CA 92880 :)b Truss WK-OPIOpe faty Ply �ob erbst ResidenceK563B598 /B180072 ED102A N 1 1 Reference o tional InleWa Trim. Banning, CA 8.220 s Nov 16 2018 MITek Industries, Inc. Tue Jan 22 16:52:16 2019 Page 1 I D:Zdm9m3W CCuLKgKGc4?H7z7yH?_x-N 14oW h WxZ1 s4YXEOsBLgalNx7V_KILHYTwuoVlzskvT 1-0-0 1.13-t1 1.0D 1-11-11 Ann Fi—q- Scale = 1:16 2 LOADING (psf) TCLL 20.0 TCDL 20.0 BCLL 0.0 " BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code IBC2015rTP12014 LUMBER - TOP CHORD 2X4 DF No.1 &Btr G BOT CHORD 2X4 DF No.1 &Btr G WEBS 2X4 DF No. 1&Btr G 5' 3x4 = i1t$ 1-11-11 f 1.0$ 0-7-3 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TC 0.12 Vert(LL) 0.00 6 >999 240 MT20 220/195 BC 014 Vert(CT) 0.00 5-6 >999 180 WB 002 Horz(CT) -0.04 4 n/a n/a Matrix -MP Weight: 14 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=-58/Mechanical, 5=-109/Mechanical, 6=453/0-5-8 Max Horz 6=120(LC 5) Max Uplift 4=-58(LC 1), 5=-109(LC 1), 6=-225(LC 4) Max Grav 4=6(LC 7), 5=47(LC 4), 6=453(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2); 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.Opsf 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 lb uplift at Joint(s) 4 except Ot=lb) 5=109, 6=225. 7) 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plQ Vert: 1-2=-80, 2-4=-80, 6-7=-30(F=-10), 5-6=-20 Q�OFESSIO 4 <c4 pMlN G 2 y�0 ��sn C 70068 *\ 'l /) I* January 23,2019 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED III REFERENCE PAGE 11,1II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MR60 connectors, This doslgn Is based only utwn parameters shown, and Is for an Indiuiduol bullding compeneni, not a truss ayetam. Before use, the building designer?duet verify the appltcabnlly of tinkgri papa motors and property Incorporate t" doxgn Into the overall h0ding deelgn. GraOng iniftabed Is in prevent buckling of individual buss woh andror chord mombom only. AdMonal temporary end permonant bracing M (Te k Is elvrays re qulrsd for stability and to proveni coliapso vath possible personal injury and property damage- For garreral guidunm regarding the Fabrication, alwirge. delivery, erection and btaclrg dl trusses and Ines systems, see AHSOP11 Qualify Crllwk OSS-80 and SCSI Building Component 250 Klug Circle Salary Inlarmaflon owulalNa from Truss Plate Institute, 218 N. Loa Street, Suite 312, Maxandda, VA 22314. Corona, CA 92880 ',IGb Truss Truss Type Qty Ply �:Zerbst Residence K5638599 JBI B0072 IED 104 JACK -OPEN 1 1 1 Job Reference optional) Integra Truss, BBnN CA (_ � s, - o on ----17 2 --- 9 rag. 8.220 s Nov 16 2018 MiTek Industries, lac. Tue Jan 22 ib:52:17 2019 Pepe 1 ID:Zdm9m3W CCuLKgKGc4?H7z7yH?_x-rDeAjOXZKL_xAhpaOrsv75v5AvL11 oYiiaeM2BzskvS 7-0 O 3-1 f-11 ~-0-0 3-11-11 _OADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 'CDL 20.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES 3CDL 10.0 Code IBC2015/TP12014 c_UMBER- rOP CHORD 2X4 DF No.1 &Btr G BOT CHORD 2X4 DF No.1 &Btr G NEBS 2X4 DF No. 1&Btr G T 4.00 12 1.5x4 II 1-6,7 3.11-11 �1-6 7 Y-S-4 r1'!I ' DEFL. in floc) I/deft Ud PLATES Vert(LL) 0.02 5 >999 240 MT20 Vert(CT) 0.03 4-5 >999 180 Horz(CT) 0 03 3 n/a n/a CSI. TTIC0.16 BC 0.11 WB 0.02 Matrix -MP 1EACTIONS. (lb/size) 6=299/0-5-8, 3=136/Mechanical, 4=38/Mechanical Max Horz 6=150(LC 5) Max Uplift 6=-89(LC 4), 3=-91(LC 5), 4=-31(LC 5) Max Grav 6=299(LC 1), 3=153(LC 9), 4=75(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-261/65 Weight: 17 lb Scale=1:19.4 GRIP 220/195 FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat II; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior()) 1-11-7 to 3-10-15; 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. ]) " This truss has been designed for a live load of 20.Opsf 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 t) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. i) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. WARNING - V ft design parameters and READ NOTES ON THIS AND INCLUDED UfTEK REFERENCE PAGE MII-7473 rev. 1Ng3/2015 BEFORE USE. Design valid for use only with MiTeM oonnoctors. This design Is based only upon paranroters shown, and is for an Irndividual bonding oomponehf, not a tnrss syelem. Before use, the bulkling doalgnar must verify Via dppHCabHity of design paramotM and property Incarperelo this design Into the ovorall building design. Bracing indicated is to proven) buckling of lndlvlduat truce wab andlor chord montlim only, Add) onal lempceary and pormenent btacing It, always required for stabildy and to fxeyont collapse wllh possible personal injury and property damago. For general guidance regarding the fabrication, atoraga- deliveryerec5on and bracing of truases and Iruss systems, a" ANSVMf Quality Crl[arfa, OSR-60 and SCSI Building Component Salefy Infami4 on ovallabie from Truss Plate Inatituta. 218 N. Lee siteet. suite 312, Nexundria, VA 22314. �pfIESS10N =�wa}�o�,�riG C 70068 30.2020 F CAl-�ti� January 23,2019 0, MiTek' 250 Klug Circle Corona, CA 92880 Job Truss Truss Type City Ply lZerbst Residence K563B600 WB180072 W104A IJACK-OPEN i 1 _ Job Referen_ce1opGonal Integra Truss, Banning, CA 6.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:52:13 2018 Page 1 ID:Zdm9m3W CCuLKgKGc4?H7z7yH?_x-JPCYxMXB5f7ooron_ZNBOSG4Jh2mFirxENvadzskvR 1-0-0 3-7-11 1-0-0 3-7-11 Scale=1:10.9 0-71-0 I1 3-7-11 �0 0 241-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.00 5-6 >999 240 TCDL 20.0 Lumber DOL 1.25 BC 0.13 Vert(CT) 0.01 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(CT) -0.04 4 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD BOT CHORD 2X4 DF No.1 &Btr G WEBS 2X4 DF No.1 &Btr G BOT CHORD REACTIONS. (lb/size) 4=58/Mechanical, 5=-8/Mechanical, 6=398/0-5-8 Max Horz 6=147(LC 5) Max Uplift 4=-80(LC 5), 5=-16(LC 5), 6=-177(LC 4) Max Grav 4=81(LC 10), 5=27(LC 3), 6=398(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Iv 0 PLATES GRIP MT20 220/195 Weight: 18 lb FT = 20% Structural wood sheathing directly applied or 3-7-11 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 3-6-15; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip D0L=1 60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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 lb uplift at joint(s) 4, 5 except (jt=lb) 6=177. 7) 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-80, 2-4=-80, 6-7=-30(F=-10), 5-6=-20 p9gVESSO MG C 70068 2b20 �9TE V1L �y�P nrn.r lGQ¢ January 23,2019 ,& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MrI EK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fobrlcatlon. alorago. delivery, wadlldn and bracing of [raises and puss system$. aee ANS11TP11 Quality Criteria, DSB-60 and SCSI Building Component 250 Klug Circle Santry Information available from Truss Plate Institute, 218 N. Lee Street, Slrtle 312, Alexandrla, VA 22314. Corona, CA 92880 ,job Truss Truss Type 0ty Ply Zarbst Residence JB180072 ED106 JACK -OPEN 1 K5638601 o lional Job Reference Integra Truss, Banning, CA 8.220 s Nov 16 2018 MiTek Industries, Inc Tue Jan 22 16:52:18 2019 Page 1 ID:Zdm9m3W CCuLKgKGc47H7z7yH7_x-JPCYxMXB5f7oor0n_ZNBflSBGJf9mFkrxENvadzskvR -1-0-0 7f•11 1 0 0 5-11.11 Scale = 1:25.0 1.5x4 II I 1•S-7 5.11-1T 1-6-7 •-S 4 -OADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.46 Vert(LL) 0.06 4-5 >999 240 MT20 220/195 'CDL 20.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.15 4-5 >447 180 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.13 3 n/a n/a 3CDL 10.0 Code IBC2015ITP12014 Matrix -MP Weight: 23 lb FT = 20% '-UMBER- BRACING- rOP CHORD 2X4 DF No. 1&Btr G TOP CHORD 130T CHORD 2X4 DF No.1 &Btr G JVEBS 2X4 DF No.1 &Btr G BOT CHORD LEACTIONS. (lb/size) 6=393/0-5-8, 3=221/Mechanical, 4=58/Mechanical Max Horz 6=167(LC 5) Max Uplift 6=-95(LC 4), 3=-132(LC 5), 4=-5(LC 5) Max Grav 6=393(LC 1), 3=242(LC 9), 4=115(LC 3) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-336/54 Structural wood sheathing directly applied or 5-11-11 oc purllns, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vesd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 5-10-15; 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. J) " This truss has been designed for a live load of 20.Opsf 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. 1) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. i) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4 except (jt=lb) 3=132. 1zi pOESSIO y�4 Q�ING 0 yri, C 70068 :•-,r XP. 9,W2020 January 23,2019 & WARNING - Verfly design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE Mll-7473 rev. 1010&2015 BEFORE USE. ❑aslgn vaAd for use only wllh kliTokS donnoclaea. This design Is based only upon parameters shown, and Is for an Individual oulldkp oomponeni, not a InIn *yetern. Wore uw. Iha buliding designer must vmdy the appArsbllity of design parameter* and properly incorpdrale Oda design Into fhe ovmall bulging deefgn. Bracing indicated is to prevanl buckling of indtvfdeai }rues web andiar ctwrd members only. Addllionat temporary and pormanent omclW ni abveya required for slabildy and to prevent coliepse With possible personal injury and property damage. For ganorat guidance regarding the fabrication, e10189e, delivery, erecaon and bracing of lrussea and truss systems. see ANSMI f 4uallty Crlferla, OSB-80 and BCSf Building Component Salot/InformeUOn avaHabfa from Truss Plats tnsbluta, 218 N. Lca Slraol, Suilo 312. Alexandria, VA 22314. MiTek' 250 Klug Circle Corona, CA 92900 Job K5638602 WB180072 IED106A Integra Truss, Banning, CA 8.220 s Nov 162018 MITak industHGO, Inc. Tue Jan 22 16:52:19 2019 Page 1 ID:Zdm9m3WCCuLKgKGc4?H7z7yH?_x-ncmw8iYpsyFfP zzXGuNCW?Pzj?SVii?9t7T64zskv0 -1.0.0 5.10-3 1-0-0 5.10.3 1.50 11 6 5 3x4 = I Q•11.0 LOADING (psf) SPACING- 2-2-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 TCDL 20.0 Lumber DOL 1.25 BC 024 BOLL 0.0 Rep Stress Incr NO WB 0.04 BCDL 10.0 Code IBC2015/TP12014 Matrix -MP LUMBER - TOP CHORD 2X4 DF No 1 &Btr G BOT CHORD 2X4 DF No.1 &Btr G WEBS 2X4 DF No 1&Btr G REACTIONS. (lb/size) 4=168/Mechanical, 5=45/Mechanical, 6=511/0-5-8 Max Horz 6=181(LC 5) Max Uplift 4=-131(LC 5), 5=-9(LC 5), 6=-179(LC 4) Max Grav 4=193(LC 10). 5=90(LC 3), 6=511(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown WEBS 3-6=-416/103, 2-6=-166/310 Scale = 1:22.8 5-10.3 J 4.11.3 DEFL. In (loc) I/deft L/d PLATES GRIP Vert(LL) 0.03 5-6 >999 240 MT20 220/195 Vert(CT) -0.05 5-6 >999 180 Horz(CT) -0.08 4 n/a n/a Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-10-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 5-9-7; 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.Opsf 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 lb uplift at joint(s) 5 except Qt=lb) 4=131, 6=179. 7) 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-87, 24=-87, 6-7=-32(F=-10), 5-6=-22 ,& WARNING - VeAly design parameters and READ NOTES ON THIS AND INCLUDED YfTEK REFERENCE PAGE M11-7473 rev. 10103/2015 BEFORE USE. Design valid for use only with MITeM connacwrs. This design is based only upon paran7RlarS shown, and l3 for an Indivtrluol building component, nol a truss system. Before use, the bullding designer must vcrtiy the applicability of design parsmetwa arW property Irtemrparalo this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and1w chord members only. Addiflooal lernporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For genural guidance regarding the fsbricalion, sloiaga. delivery, erection and bracing of trusses and Ruse systems, see ANSVTPI1 quality Criteria. DSB-89 and SCSI Building Component SaWy Inrarmatfon available from Truss Plate Institute, 218 N. Lee Street, Sulio 312, Alexandra, VA 22314. Q�r'fEsslo' i } o C 70068 January 23,2019 Id! MiTek' 250 Klug Circle Corona, CA 92880 M 1.1ob JB180072 Iype Integra Truss, Banning, CA 8.220 s Nov 162018 MiTek Industries, Inc. Tue Jan 221&52:20 2019 Page 1 iD Zdm9m3WCCuLKgKGo47H7z7yH7 x-FDKJM2ZRdGNW1SX95_PdjXC86H)EBgBOXeDeWz"P -1-0-0. 4-0-14 7-11-11 1-0-0 40.14 — r 3.10.13 I� 0 Scale = 1:26.5 3x4 = 5 3x4 = 1-6-7 7-11-11 ~1-Fi-7 8-5-4 -OADING (psf) SPACING- 2-0-0 CST. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20,0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.16 6-7 >563 240 MT20 220/195 -CDL 20.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.49 6-7 >188 180 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 000 6 n/a n/a 3CDL 10.0 Code IBC2015/TP12014 Matrix -AS Weight: 38 lb FT = 20% '-UMBER- BRACING- rOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. 90T CHORD 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied. NEBS 2X4 DF No. 1&Btr G 1EACTIONS. (lb/size) 4=119/Mechanical, 6=265/Mechanical, 7=489/0-5-8 Max Horz 7=182(LC 5) Max Uplift 4=-71(LC 5), 6=-71(LC 5), 7=-94(LC 4) Max Grav 4=127(LC 10), 6=291(LC 10), 7=489(LC 1) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. 30T CHORD 6-7=-148/265 WEBS 3-6=-339/190, 3-7=-304/0 AOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 7-10-15; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 !) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I) " This truss has been designed for a live load of 20.Opsf 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. i) A plate rating reduction of 20% has been applied for the green lumber members. d) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 6, 7. 3) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Q�p�ESSf0N�� MG 2 Fy C 70068 January 23,2019 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MrIEK REFERENCE PAGE MR-7473 rev. faA73/2015 BEFORE USE. Design Vaiid lot use only wllh MiTeko connectors. This daatgn le based only upon peramatem shown, and is ror nn In&Moal building oomponenf, not e IIY98 system ROOM u5a, the building designer moat vO ft the appliCabilily of design perarrtlom and praporly incorporate Ihls design into the mra li bullding dmfgn. Bradng Indicaled Is to pravgnl buckling of IndlNduel huge web end1wchord mambers only. Addllianal temporary and parmanant bracing is MiTek dM9y9 required for siabihty and tv prevent collapse virth powibie personal injury and properly denwge. For moral guidance regardmg the fabricatlon, elwegv. dalerery, am Man and bracing of Trusses and truss systems, sea ANSkTPI1 4aa17 C7/tella, DSB-d0 and BCSIBuIlding Component Salafy fnrorrnadon avallablo Imm Truss Piste Institute. 216 N. Lee Street. Suite 312, Alexandria. VA 22314- 250 Klug Circle Corona, CA 92880 Job Truss Truss Type Qty Ply Residence K5638604 'WB180072 ED108A JACK -OPEN 1 1 �Zerbst Job Reference (optional) Integra Taus, Banning, CA 6.22U S NOV 1 b 2U16 Mt j ex InOUeine5, Inc, t ue Jan 22 16;52;21 20 is raga r ID:Zdm9m3WCCuLKgKGc4?H7z7yH?_x-j_uhZOa3OaVNg6MfhwrHx4glWfCzc_HdBcZByzskvO _N" 7.10-3 1 1-0-0 7.10-3 1.5x4 II r:i 5x6 = 0-11-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 TCDL 20.0 Lumber DOL 1.25 BC 0.35 BCLL 0.0 Rep Stress Incr NO WB 0.05 BCDL 10.0 Code IBC20151TP12014 Matrix -MP LUMBER - TOP CHORD 2X4 DF No.1 &Btr G BOT CHORD 2X4 DF No.1 &Btr G WEBS 2X4 DF No. 1&Btr G REACTIONS. (lb/size) 4=233/Mechanical, 5=75/Mechanical, 6=561/0-5-8 Max Horz 6=181(LC 5) Max Uplift 4=-141(LC 5), 6=-158(LC 4) Max Grav 4=257(LC 10), 5=127(LC 3), 6=561(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2-7=-284/150 WEBS 3-6=-558/143, 2-6=-172/318 Scale=1:26.5 7-10-3 6-tt-3 DEFL. In (loc) I/deft L/d PLATES GRIP Vert(LL) 0.08 5-6 >977 240 MT20 220/195 Vert(CT) -0.26 5-6 >310 180 Horz(CT) 0.24 4 n/a n/a Weight: 30 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 7-9-7; 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.Opsf 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 lb uplift at joint(s) except at=lb) 4=141, 6=15B. 7) 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-80, 24=-80, 6-7=-30(F=-10), 5-6=-20 ��pF ESsro/y,�( =� P y90 C 70068 F, 9-30-2020 January 23,2019 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. �� Design vaTidW use only with Nlrok® connactcis. Thin design Is based only upon pafsmaters shown, wW Is for an individual building component, not e trun ayalom. Habra urw, the beading designer must wrlly th0 apprlceblllty, al design parameters and pruparty tnoprporale Otis design Inlo Iho overall bulkling design. Bracing Indleat►d is 14 ism"nt buAding or Indivldual truss web andlor chord members only- Addii al temporary and permanent bracing M iTek is always required tot stablllty and to provont ccll%me wilh poaslbre poraonal injury and property, damage. For ya nn ml guidance regarding Ole fabrlretlon, slamgo, 4nOvety, erecBbn and bradng M trusses and Intsa ays tams, Be- ANSM11 11uellty Criteria, DSO-29 end aCS/ Bulldrng Component 250 Klug Circle Sefeiy Information avabbla from Truss Plate Inslliuto, 218 N. We Sjreet. Sulm 312, AJexandrla, VA 22314, Corona, CA 92880 ,job Truss Trun Type JB180072 ED110JACK-OPEN I Integra Truss, Banning, CA V040 1-0 0 'Qty PlyZarbst Residence K5638605 1 1 Job Reference {opilonal) 8.220 s Nov 16 2018 MiTek Industries, fno. Tue Jan 22 16:52:21 2019 Page 1 ID:Zdm9m3WCCuLKgKGc4?H7z7yH?_x-j_uhZOa3OaVNfl6MfhwrHx4fPWfgzcxHdBcZByzskvO B 0-0 -�&7.3 , A•Q-� 07.3 1.5x4 II 7 6 5x6 = a-7-3 0.111 ~ Id-0 2 Scale = 1:28.4 -OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.09 6-7 >910 240 MT20 220/195 -CDL 20.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.29 6-7 >282 180 BCLL 0.0 Rep Stress Incr NO WB 0.06 Horz(CT) 027 5 n/a n/a 3CDL 10.0 Code IBC2015/TPI2014 Matrix -MP Weight: 31 lb FT = 20% '-UMBER- BRACING- rOP CHORD 2X4 DF No. 18,Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 90T CHORD 2X4 DF No.1 &Btr G except end verticals NEBS 2X4 DF No.18Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. tEACTIONS. All bearings Mechanical except Qt=length) 7=0-5-8, 4=0-1-8. (lb) - Max Horz 7=188(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 5 except 7=-155(LC 4), 4=-151(LC 5) Max Grav All reactions 250 lb or less at joint(s) 5, 6 except 7=572(LC 1), 4=287(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-8=-295/174 WEBS 3-7=-587/145, 2-7=-180/333 AOTES- 1) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 8-6-7; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 !) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. i) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. ') Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 7=155, 4=151. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. J) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9'(OSSIN -OAD CASE(S) Standard QQ lldG �fi 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 �� \Q�� Z/y9 iv - Vert: Loads (plf) �_ p Z Vert: 1-2=-80, 2-5=-80, 7-8=-30(F=-10), 6-7=-20 C-> C 70068 * E 9- 0-2020 �p V IL 9rFOF CALIF �- January 23,2019 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED UITEK RFFF. RFNGF PAGE 11111-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITe k is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSb7PI1 Quality Criteria, DSO-89 and SCSI Building Component 250 Klug Circle Safely Inlormat/on available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 Job Truss russ Type Qty Ply Zerbst Residence K5638606 I✓VB180072 ED2002 JACK -OPEN 1 1 Job Reference a tional). Integra Truss, Banning, CA 8.220 s Nov 16 2018 MITek Industries, Inc. Tue Jan 22 16:52:22 2019 Page 1 ID:3 EekScHscHCIVSoEIBV4EyckNp-BBS3nkbh9tdEGShYDOR4g8dzKw4Ui3sRsrL7jPzskvN -1-0-0 1-11-11 1-0-0 1-11-11 4 On 1.5x4 II 1-11-11 1.G.6 —4 0-5 Scale = 1:16.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) -0.00 6 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0,01 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC201511-PI2014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins, BOT CHORD 2X4 DF No. 1&Btr G except end verticals. WEBS 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=217/0-5-8, 3=41/Mechanical, 4=18/Mechanical Max Horz 6=120(LC 5) Max Uplift 6=-75(LC 4), 3=-28(LC 5), 4=-71(LC 5) Max Grav 6=217(LC 1), 3=56(LC 9), 4=64(LC 7) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2); 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.Opsf 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 lb uplift at joint(s) 6, 3, 4. FESSO �y�a�oMtNO v 1 C 70068 i *\ - J /1 I* January 23,2019 ,& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. IOM312015 BEFORE USE. Aaslgn vaW for use only w11h MiTeka mnnq=r%, This deslpn is based only upon parametars shown. and Is for an IndoWuai ouNdiog Component not a Iruea system. Before use, the building doslgner must verify the opplicablllty or design parumatem and properly Incorpofata thla dmIgn into Ine overall bulldlnp design. BraWng indldatdd is to prevent buckling of IndlviduRl "s5 web endlor Chard members only. Addillonel temporary and permanenl bracing Is always required for stability and to pravant collapse wi91 po9slbla pampa l Injury and properly damage. For gonerat guldsnce regarding the fabrication, sioralle. delivery, election end bracing of trusaea and truas ayatama. see ANSk7PI1 Guallry CNtarla, D5B-89 and BCSI Building Component Safety Inlwmadon svallahlo from Truss Plate Instllutn. 219 N- 1,00 Strsel. Sulte 312, Ale:andds. VA 22314, ws t MiTek' 250 Klug Circle Corona, CA 92880 . 'Job Truss Truss Type Qty Ply Zerbst Residence K5630607 JB180072 ED2002A JACK -OPEN 1 t 1 Job Reference (optional) Integra Truss, Banning, CA 8220 s Nov 16 2018 MiTsk Industries, Inc. Tue Jan 22 16:52:23 2019 Page 1 I D:3_EekScHscHCIVSoEl8V4EyckNp-fN?R_4bKwB15ucGkm6zJMM98dKPwRW6a4V5gFrzskvM 1-1-8 1-10-3 1-1-8 1-10-3 4.nn R-2- Scale = 1:16.2 1.5x4 II 3x4 = 1-8.0 1-103 1-6-0 O�d-3 Plate Offsets X :0-3-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP ',CLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 6 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 6 >999 180 3CLL 0.0 Rep Stress Incr NO WB 0.01 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MP Weight: 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-3 oc purlins, 30T CHORD 2X4 DF No.1 &Btr G except end verticals. WEBS 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=234/Mechanical, 5=50/0-5-5, 3=7/Mechanical Max Horz 6=121(LC 5) Max Uplift 6=-82(LC 4), 5=-77(LC 5), 3=-36(LC 5) Max Grav 6=234(LC 1), 5=85(LC 7), 3=28(LC 6) cORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 1) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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. i) Refer to girder(s) for truss to truss connections. 6) Refer to girder(s) for truss to truss connections. ') Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5, 3. d) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ..OAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 4-6=-30(F=-10) �Rp��C$SlOAI�� C 70068 January 23,2019 WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERENCE PAGE M11-7477 rev. 10)V312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall HE building design Bracing indicated Is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing M iTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdraMo. atoege, delivery, eta tlon and bracing of trusses and truss systems, see ANSHIPff Quality Criteria, DSB-89 and BCSI Building Component 250 Klug Circle Salofy Information available from Truss Plate Institute, 218 N Len Street, 9wtr• 312, Alexandria, VA 22314. Corona, CA 92880 Job Truss Truss Type 1pty Ply Zerbst Residence K5638608 'WB180072 ED2004JACK-OPEN 1 1 •Job Reference o tional LOADING (psf) TCLL 20.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 LUMBER- 5.Ld" S NOV it1 LU16 10I19K Inausrries, Inc. I ue Jan ZZ 16:52:23 2019 Pagel ID:3_EekScHscHCIVSoE18V4EyckNp-fN?R_4bKwB15ucGkm6zJMM97fKOORW 1 a4V5gFrzskvM 1 0-0 3-11-11 1 6 1.5x4 11 1-6-6 3 i1-11 ,•6 2-&B SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.02 5 >999 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.03 4-5 >999 Rep Stress Incr YES WB 0.02 Horz(CT) 003 3 n/a Code IBC2015/TP12014 Matnx-MP TOP CHORD 2X4 DF No.1 &Btr G BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF No. 1&Btr G REACTIONS. (lb/size) 6=299/0-5-8, 3=136/Mechanical, 4=38/Mechanical Max Horz 6=150(LC 5) Max Uplift 6=-89(LC 4), 3=-91(LC 5), 4=-31(LC 5) Max Grav 6=299(LC 1). 3=153(LC 9). 4=75(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-261/64 Scale = 1:19.4 Lid PLATES GRIP 240 MT20 220/195 180 n/a Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterlor(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 3-10-15; 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.Opsf 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 lb uplift at joint(s) 6, 3, 4. QR��>~ssroNgr �4 D�1NG 2y C 70068 EXP. 9-30-2020 CIVIL �tP FCAlVF January 23,2019 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED Ml7EK REFERENCE PAGE MII-7473 rev. 10A19/2am BEFORE USE. 0esfgn va{Id for use only adeh A1�sk4D eonnacborz. This design tb based pn]y upm parameters sfwwn, end Is for an Individual Wgding component, nu! a !ruse syalam. 9eforo use, No builtling doslgnoI muel v8rlfy Sho applicaalflly of design paramolera and property incarpdrale thin tlflslgn Info the warall bullding design. ararJng Endicalod k to proven! bnCklfng of kndivWual truss weh andlor chard mamt+ere oMy Addltlonsl temporary and pormarrord bracing s ahraye required for 8teh i!y and to prevon! cdlsCSe with poeaiWe po canal injury Dhtl propDrty dflmego. Fo pponeral guidsnCa ego ding iho fabrkullon, elerage, delivery, eradtlon and brncing of bosses and Uuas synleme, see ANSNTPIf 4dalfar Cfltgrs, ASa-Si and SCSI SoUding Component Salefy Inrarmagnn evallabla!rpm Truss Plplq lasli[utD, x18 N. Lsa Slreol. Suiw 312. AH11[eM[la, VA 2231d. jE MiTek 250 Klug Circle Corona, CA 92880 'ob Truss Tres Type 10ty 1P[Y lZerbst Residence K5638609 IBIBOO72 I'ED2004A JACK -OPEN 1 1 Integra Truss, Banning, CA 8.220 s Nov 16 2018 MiTsk Industries, Inc. Tue Jan 22 16:52:24 2019 Page 1 I D:3_Ee kScHscHC IVSoE18V4Eyck N p-BZZp BQcygVty W m rwKpUYvZiD M kd PAylkJ9gEnHzskvL -jl -0 3.7.16 _ r0 0 3-7-15 Scale=1:18.9 4 0 N 1$G A-72 _ 3-7-15 1 I 1�0 0-2-1 1-11-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.01 5-6 >999 240 MT20 220/195 VCDL 20.0 Lumber DOL 1.25 BC 0.51 Vert(CT) 0.02 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(CT) -0.24 4 n/a n/a VCDL 10.0 Code I13C2015rTP12014 Matrix -MP Weight: 19 lb FT = 20% UMBER. BRACING - OP CHORD 2X4 OF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 3-7-15 oc purlins, CHORD 2X4 DF No.1 &Btr G except end verticals. BS 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WET REACTIONS. (Ib/size) 4=-97/Mechanical, 5=-164/Mechanical, 6=969/0-5-8 Max Horz 6=147(LC 5) Max Uplift 4=-127(LC 12), 5=-164(LC 1), 6=-368(LC 4) Max Grav 4=60(LC 7), 5=66(LC 4), 6=969(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. "NEBS 3-6=-504/158 -NOTES. lj Wind ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 3-7-3; cantilever left and right exposed ; end vertical left and right exposed; Lumber j 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. ` This truss has been designed for a live load of 20.Opsf 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. A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections lt) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 4=127, 5=164, 6=368. Use Simpson Strang -Tie LUS24 (4.1 Od Girder, 2-1Od Truss, Single Ply Girder) or equivalent at 0-1-12 from the left end to connect }) truss(es) to back face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumbar. )) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). R-VESS1py�� LOAD CASE(S) Standard Lumber Increase=1.25, Plate Increase=1.25 1) Dead + Roof Live (balanced)' 90 Uniform Loads (plf) } ZR' Vert: 1.2=-B0, 2.4=-80, t3 7=30(F=-1D], 5 6=-20 C 70068 �J Concentrated Loads (lb) Vert: 7=•252(B) EXR 9-W2020 i CIVIL >) OF CA Y 1 ` January 23,2019 WARNING - VWfly design paramatars and READ NOTES ON THIS AND INCLUDED MI EK REFERENCE PAGE 11111-7473 rev. 10103,2015 BEFORE USE. Daslgn valid for use only with 1411-1-ek4 cannec*m Thla design is based only upon paremelsrs shown, and Is for an Individual bullding component, not I' a irues syalam. Before use, the bullding dosigner muetvaory 01e appicablllly otdesign pammatam and propaq Inmrporata thla dealgn into the ovarall bullding design. Bracing lndlrelad ie to prevent buckling of Individual truss web andlor chord mambos only. Additional temporary and palmonenl bracing M ITe k is always rrquired for slabl%and Io prevent c ftpse with pow1blo personal injury end property damopa• For general guidance regarding 0w lahrfcetlon, storage, delivery, :reckon and brncing or trusses and buss systems. see ANSL7PI! quality Crllarfa. DSO.89 and BCSI Building Component 250 Klug Circle Sarah Informaflon svallabio from Truss Pl¢!o Irtslrluto, 218 N. Lae SNeat, Suke 372. Alexandria, VA 27314. Corona, CA 92800 0 1 ruse ""°" ' yw K5638624 9180072 EF206A JACK -OPEN 7 1 Job Reference Tonal � Integra Truss, Banning, CA 8.220 a Nov 16 2018 MTek IrulusUfas, tno. Tue Jan 22 165215 2019 Page 1 I D_IgWoF?al 01000127CG W Uu rwyA3Kp.Jhk_VAIr5tGOKS B2TdA7sufAA9SgFxnLrN?Jg8zakvA 1-" 5-2.3 1.0.0 5.2-3 Scale = 1:22.8 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 20.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code IBC2015/TP12014 LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No 1 &Btr G WEBS 2X4 DF No %Btr G N 1.5x4 II 3x4 = y 1-0-0 7 1 6-2-3 CSI. DEFL. in (loc) Well Ud PLATES GRIP TC 0.19 Vert(LL) 0.02 5-6 >999 240 MT20 220/195 BC 020 Vert(CT) -0.02 5-6 >999 180 WB 003 Horz(CT) -0.07 4 n/a n/a Matrix -MP Weight: 23 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-3 oc purlins, except end verlicals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=131/Mechanical, 5=31/Mechanical, 6=439/0-5-8 Max Horz 6=165(LC 5) Max Uplift 4=-115(LC 5), 5=-14(LC 5), 6=-162(LC 4) Max Grav 4=156(LC 10), 5=70(LC 3), 6=439(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown WEBS 3-6=-339f77, 2-6=-166/305 NOTES- 1) Wlnd: ASCE 7-10; Vult=110mph (3•second gust) Vasd=87mph; TCDL=6.Opsf, BCDL=6.Opsf;11=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1.11.7, Intartar(1) 1-11-7 to 5.1-7; cantilever left and right exposed; and vertical left and fight exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fors 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live land of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Tit 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 machanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=115, 6=162. 7) 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-80, 2-4=-80, 6-7=-30(F=-10), 5-6=-20 Q. o=ESSlo/v4, wo oON G z Fy C 70068 EXR 9-30-2020 1 clo- 4rFOFc,aUF January 23,2019 WARNING - verHy design parameters end READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE N11-7473 rev. TfW3,2015 BEFORE USE. Design vend for use only whir MiTeW mnnacb m. 7NFI design is based only upon paromalars shown, and Is fur or, ir4viduaf trulltling ppmponeni, not e truss syslom- safore Lisa, lho hacling daalgnar must verify the appllcebility of design paramolers and properly Incorporate Ibis design into IhR overall building deskgn. 8raclrg iM(ly Mad Is TO prevent bucklkW Of Individual truss web motor chold mumbors onty. Additional lomfWary and perrnanans bredng Is always rsqu4ed for stablltiy and 10 preVRat capepsa with posalble personal injury end lompedy damegs- For go no puldanco ragarding lhs fabdcation, sfarage, delrNety. e:aGrvn and bracing of Iruesas and Truss systems. am ANSf/TFfT 4uallty Cymrfa, OSe•50 and SCSI Building Component Nil MiTek' 250 Klug Circle Corona. CA 92 ,Job VB180072 Integra Truss, Truss EF208 Banning, CA Type K5638625 I 1 I,-, [Job Reference.-(uptiona1) 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 ID1gWoF9a101 QOOf2XGWUurwyA3Kp-ntl"WITsAOFyrmEI LhMO5CFKZ -10-0 7-0-0 -1 7-o-0 7-tr p 11 1.5x4 5x6 = -.OADING (psf) SPACING- 2-4-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 fCDL 20.0 Lumber DOL 1.25 BC 0.36 BCLL 0.0 Rep Stress Incr NO WB 006 3CDL 10.0 Code IBC20151TP12014 Matrix -MP Scale = 1:26 3 I� 0 7-0-11 �-9.4 5- � 0 mi -I� —' DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) 007 5-6 >999 240 MT20 220/195 Vert(CT) -0.16 5-6 >437 180 Horz(CT) 0.16 4 n/a n/a LUMBER- BRACING- rOP CHORD 2X4 DF No.1 &Btr G TOP CHORD ROT CHORD 2X4 DF No.1 &Btr G JVEBS 2X4 DF No. 1&Btr G BOT CHORD 1EACTIONS. All bearings 0-3-0 except Qt=length) 5=Mechanical, 6=0-5-8. (lb) - Max Horz 6=213(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 5 except 6=-196(LC 4), 4=-161(LC 5) Max Grav All reactions 250 lb or less at joint(s) 5, 4 except 6=630(LC 1), 4=271(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-293/131 WEBS 3-6=-590/146, 2-6=-195/358 Weight: 29 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. AOTES- 1) Wind: ASCE 7-10; VuIt=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 7-3-3; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 ;) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf 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. i) Refer to girder(s) for truss to truss connections. u) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=lb) 6=196,4=161. 7) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) 4. 6) 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-93, 2-4=-93, 6-7=-33(F=-10), 5-6=-23 r{a ��AING Z eiy hip G�Z C 70068 % EXP.9-30-2020 , s� Cl Ill. 9r�Ox CALF January 23,2019 A WARNING - VerI& design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1OM312015 BEFORE USE. Duslgn valid For use Only with MeeM connscWs. This design is baaed only upon paraina lars shown, and is for an Individual building component, nol a buss system. Before use, the building designer must verify the applimbility of design paramalors and prepeily Incorporate Ilia design Into tha ovora8 buliding damign. 13racing Indicated is to prevent buckling of Individual truss wab andlor Chord members only. Addldonai iomporary and pnrmn nonl bracang is aWayS requlrad For stability and to proven) Colldpsa wiw possible personal injury and property damage. For goneml guidance regarding tho faorlcalion, storage, oelWery. etecden end bracing of musses and puss systems, sea ANSIaPIt GUallfy Crlterle, D50-112 arfd SCSI ButWing Component Sahfy lnfarmation avallabin From Truss Plate lns8tule, 218 N. Lae Slrool, Sulte 312. Alexandria, VA 22314 M11 MiTek- 250 Klug Circle Corona, CA 92880 Job Truss Truss Type Oty Pig Zarb sI ResklenCe K5638626 WBI80072 EG102 RAFTER 1 1 Job Refarenca firxtel Integra Truss, Banning, CA 8.220 s Nov 1S 2018 MTek Industries, Inc. Tue Jan 22 16:52:36 2019 Page 1 I D:rW mLNgfRgOU38gML_5?OBTycO?k-ntlMj WITsAOFycmE 1 LhMO5CNxZrE_OXV41 ksOtlxskv8 _ 2-3-4 2-11-11 7.3�3 0.8-7 Scale = 1:7.6 1-0-0 .-T1 1t741--0-0 1-10-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) 0.00 2 >999 240 TCDL 20.0 Lumber DOL 1.25 BC 000 Vert(CT) 0.00 2 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP Weight: 4 lb FT = 20% LUMBER-T BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=28/Mechanical, 2=177/0-1-8, 3=31/0-1-8 Max Horz 2=59(LC 4) Max Uplift 4=-18(LC 4), 2=-110(LC 4), 3=-23(LC 5) Max Grav 4=31(LC 9), 2=181(LC 10), 3=49(LC 9) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VuIt=11 Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2); 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 live load of 20.Opsf 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. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3 except Qt=lb) 2=110. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 3. ING C 7oos8 m January 23,2019 WARNING - Verhy design parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE MII-7473 rev. 10101,2015 BEFORE USE. Oeslgn valid Wr use only Ydlh MITah®connoclors, Tivs design Is based only upon parameters shown, and to loran individual hullding oanponeni, not a truss system. Before use, Iho building designer must verily the appllcablllly of design parameters and properly incwpuralo this ddslan into the overall buliding design. Bracing Indloaied is to pteveril bw1ding or fndlNdual truss web andlot Chord momber%only. Addltionnt temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the labricatlon, alorage, delivery, erection and bracing of trusses and buss systems, see ANSOTPI1 Quality Crinoda, PSB-69 and BCSI Building Component Safety InWmatldn available from Truss Plate Institute, 218 N- Leo Street, Sulle 312, Alexandria, VA 22314. Is' MiTek 250 Klug Circle Corona, CA 92880 IjOb IBIBOO72 I Integra Truss, -OADING (psf) TCLL 20.0 -CDL 20.0 BCLL 0.0 " 3CDL 10.0 Zerbst EG104 IRAFTFR 11 � I K5638627 8.220 s Nov 16 2018 MITek Industries, Inc. Tue Jan 22 16:52:37 2019 Pop 1 I D:rWmLNgfRgOU38gML_5?QBTycQ?k-F3skwsm6dU W6amLQb2DbxJkYhzBTjmelhUQl l zskv8 4-34 d-7 4 1." 7 2 �2 2. -8 1-" 0 1.1.12 SPACING- 2-0-0 CSI. DEFL. Plate Grip DOL 1.25 TC 0.06 Vert(LL) Lumber DOL 1.25 Rep Stress Incr YES Code IBC2015/TP12014 BC WB Matrix 0.00 0.00 -MP Vert(CT) Horz(CT) '-UMBER- FOP CHORD 2X4 DF No.1 &Btr G REACTIONS. All bearings 0-1-8 except Qt=length) 5=Mechanical. (lb) • Max Horz 2=77(LC 4) Max Uplift All uplift 100 lb or less at loint(s) 5, 3, 4 except 2=-104(LC 4) Max Grav All reactions 250 lb or less atjoint(s) 5, 2, 3, 4 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 24-11 ' in (loc) I/defl Ud PLATES GRIP -0.00 3-4 >999 240 -0.00 3-4 >999 180 -0.00 5 n/a n/a Weight: 7 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- 1) Wind: ASCE 7-10; Vul1=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Extefior(2) -0-0-9 to 2-11-7, Interior(?) 2-11-7 to 4.6.7. 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 live load of 20.Opsf 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. J) A plate rating reduction of 20% has been applied for the green lumber members. 4) Refer to girder(s) for truss to truss connections. i) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 3, 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4 except {j1=1b) 2=104. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 3, 4. w� pMING Z �� y�0 �y C 70068 EXR 9-30-2020 CIVIL �P F CALW January 23,2019 ,& WARNING - Verl/y design parameters end READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Do" n valyd for use only w8h WrokO connecWra. TNR 41000H Is haaaO only upon paramafers ehewn, and Is for an lndlvldual building canpenont, nalMR' a truss eyStdm. Before use. the building dwwyner must verily the applicability of daslgn parat"lats and prapody Inaarppralo Ihy deSlgn into the avofall r bul Who design, 8mcing Indicated is to pzavent buckling of individual truss web endlor chord m Mbma only, Addltional lomporary end permane ni bracing WOW r5 always required for Stability end I*pm%vnl eollepse will, possible personal injury and pmparry damage. Far genarnl guidnnca regarding Mo to brlcallon, smrage, dativery oredlon and bmcing of trusses and truss systems. sea ANS117PH Quality C 11orls, DS"9 and SCSI Bultding Component 250 Klug Circle Safety Inrgmleflon available fmm Truss Plato IrAlituta, 218 M Leo Slroot. Sulle 312, Nexendhe, VA 22314. Corona, CA 92880 ob Truss toss Type Qty Ply Ebst ResidenceK563B628 VB180072 EG106 RAFTER 1 1 Reference (optional) Integra Truss, Banning, CA 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue San 22 16:52 38 2019 Page 1 IU:rWmLNgTKgUU3tfgML_P rUM IyCU fKyur00,11Kvuec0vvua111Ky I vvnlri.nrorvun�..�r, wwr 1-34 1-7-3 —I 1.3-4 �— 4.3.1 K 4.00 12 2 3 y a 0 Scale = 1:7 0 1-73 173 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) -0.00 1 >999 240 TCDL 20.0 Lumber DOL 1.25 BC 0.00 Vert(CT) -0.00 1 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP Weight: 2 lb FT = 20% LUMBER - TOP CHORD 2X4 OF No. 1&Btr G REACTIONS. (lb/size) 1=48/0-0-2, 2=63/0-1-8, 3=15/Mechanical Max Horz 1=30(LC 4) Max Uplift 1=-21(LC 4), 2=-40(LC 4), 3=-10(LC 4) Max Grav 1=50(LC 9). 2=69(LC 9), 3=16(LC 9) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown BRACING - TOP CHORD Structural wood sheathing directly applied or 1-7-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2); 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 live load of 20.Opsf 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. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1, 2. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. F�d� ESS10N� zi C7030p6Q8 Y, January 23,2019 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE MII-7479 rev. 10M9/2013 BEFORE USE. Oaelpn valid Tor use only with MrTaMconneclors. This design is; ba5ad only upon parametam shown, and Is for an Individual building cornponont, not a trues sya[Bm. Before use. Iho building deaigner must vasty the applicability of dosigrl parameters and property PcoTporaw Ines daergn into the overall fwlkiing doWtin. Bracing Indlcaled is to prevet buckling of Mlvidual uusa wed on antler chord mambers only. Addital temporary and parmanant t r ting Mi lT ek Is always required For OaNllty and to prevent collapse with poasrbto personal kNury and property damage. For ganaral guidance regarding the fandcatien, storage, delivery, arociuon and bracN of trusses and Iruss systems, see ANSNTPl1 Quality Crllerla, DS8-89 and BCS1 Building Component 250 Klug Circle Saletvlrrformotlon evaaabrs from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. Corona, CA 92880 IB180072 Residence K5638629 truss, Banning, I I,Job Reference (optional) 8,220 s Nov 18 2018 MITak Industries, Inc. Tue Jon 22 15:52:38 2019 Page 1 ID:1WmLNgiRg0U3NML 5?QBTycQ?k jGP68CnkNoexBvvdSmkgTWHI_NXwSilOXLDzHTzskvT -7-00 1-11-11 1-0-0 1.11-f1 -OADING (psf) SPACING- 2-3-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 rCDL 200 Lumber DOL 1.25 BC 0.05 BCLL 0.0 Rep Stress Incr NO WB 0.02 3CDL 10.0 Code IBC2015/TPI2014 Matrix -MP 1-UMBER- rOP CHORD 2X4 DF No 1 &Btr G BOT CHORD 2X4 DF No 1 &Btr G NEBS 2X4 DF No. 1&Btr G tEACTIONS. (lb/size) 6=245/0-5-8, 3=46/Mechanical, 4=20/Mechanical Max Horz 6=138(LC 5) Max Uplift 6=-83(LC 4), 3=-32(LC 5), 4=-86(LC 5) Max Grav 6=245(LC 1), 3=63(LC 9), 4=76(LC 7) 4.00 12 Scale=1:16.6 1.5x4 II i 14-1 4-57.71 Ski-1 .l Q 8 1p DEFL. in floc) I/deft L/d PLATES GRIP Vert(LL) -0.00 6 >999 240 MT20 220/195 Vert(CT) -0.00 5 >999 180 Horz(CT) -0.00 3 n/a n/a Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Extedor(2); 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. J) ` This truss has been designed for a live load of 20.Opsf 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. t) A plate rating reduction of 20% has baen applied for the green lumber members. 5) Refer to girder(s) for trLISS to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 6, 3, 4. QR�� �5Slay�� 4Q Q�IN G Zy y90 !Y- �, C 70068 * `930 2020 January 23,2019 WARNING . Verffy design paremefers and READ NOTES ON THIS AND INCLUDED MrrEKREFERENCE PAGE M11-7473 rev. 10/03,2015 BEFORE USE. Posfgn valcd for use only wilh Wok(b connectors. Thls deslgn is bused only upon parsmetora sho ,n. and is lot avid n Indtaal baffdvlg component, not ' a Rum aystam 8uldra use, the bullding doslgnor mual verify The applicabllrty of daalgin peramaWrg and properly Incorporate IhN design Into Um overall building design. Bradrd) Indicated Is lc prevent buckling of IrdviduaI buss wab andlor chord members onfy. Additional temporary and pnfmanent brarang Mi' e k Is always raqulmc! for %1,011y and to prevent cofrapsa vdlh possibre personal intury ana properly damage. FIN general guidance ragarding the fabrlcallon, aldrage, delivery, erecycn and bracing of truasea and lrusa systems, sea ANS[r7I Ouallty Criterla, D59-89 and SCStSulldlng Component 250 Klug Circle Safety information available from Truss Plata Instllula, 218 N. Lee Sirnet. Still* 312. Alexandria, VA 2231d. Corona, CA 92800 Job Truss Truss Type City I31y Zarldst Residence K5638630 WB180072 EH102A JACK -OPEN 1 1 Job Reference (optional) Integra Truss, Banning, CA 6.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jon 22 16:52:39 2019 Page 1 I D:rW mLNgfRgOU38gML_5?QBTycQ?k-BSzULYoMB5mgp3UpiTF30kgt2mtlBlBxm?zW pwzskv6 -1.0.0 0.6-0 1.11.11 ~ 1-0-0 0.6L 15-11 — 1 4-00 Scale = 1:16.6 1.5x4 11 ti 8 0 1di 8 1-11-11 0�84] 0.11-8 0.6.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) 0.00 10 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code IBC20151TPI2014 Matrix -MS Weight: 13 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins, BOT CHORD 2X4 DF No.1&Btr G except end verticals. WEBS 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-10. REACTIONS. All bearings 0-5-8 except (jt=length) 5=Mechanical, 6=Mechanical. (lb) - Max Horz 10=85(LC 5) Max Uplift All uplift 100 lb or less at jolnt(s) 10, 5, 7 Max Grav All reactions 250 lb or less at joints) 10, 5, 6, 7 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2); 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.Opsf 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 lb uplift at Joint(s) 10, 5, 7. Q�p�E551p�� }`Pa�1N G 2yg0 it- Z; C 70068 January 23,2019 ,& WARNING - V.H& design pemmerere and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MII.7473 rev. 1"3I2073 BEFORE USE. Oaefgn valid for use ordy with Hlroke ocn nactor%. Thfs dasign is based only upon parameters Shown, and Is for an Individuai bulfding G="nanl, not a truss syslAm. Before usa. the huPding doelgnor musl vanfy tho oppAcab%ly of design parameters and properly Incorporate this deslgn into Ma Gvarall building design. Bracing Indicated Is to pravant buckling of Individual !roes web muffor chord members only. Additional temporary and permananl bracing M i%k Is always roqulred tar stability and to prevant colapsn w11h possible personal injury and property damage- For gcnnml g0claoce regatdwg the lobkoil m, alordge, deltreryry arecllon and bracing or 1rums and trues systems, sae ANSYMI Quallfy CdNda, DSB-89 and SCSI Bullding Component 250 Klug Circle SoNty InlnrmaUcn avatable from Truss Plate Inatituie, 210 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 blob JB180072 Integra Truss, Truss Truss Type EH104 JACK -OPEN "nin9r CA 8.220 a Nov 16 2018 MITek Industries, Inc, Tua den 2216w5 w" a Page 1 ID:fWnILNgfRgOU389ML_MST"Q7kl"tYup vPuhRt)37GAtnlZxMOA8 wMMnkv5 44-3-15 -3-15 WCC47f14 _OADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 rCDL 20.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES 3CDL 10.0 Code IBC20151TP12014 t-UMBER- rOP CHORD 2X4 DF No.1 &Btr G BOT CHORD 2X4 DF No.1 &Btr G NEBS 2X4 DF No.1 &Btr G 1.5x4 11 Residence K5638631 Reference Scale = 1:20.4 1 7 4-3.15 —I 1-5-1 2-1D 14 CSI. DEFL. in (loc) Well Ud PLATES GRIP TC 0.20 Vert(LL) 0.03 4-5 >999 240 MT20 220/195 BC 0.14 Vert(CT) -0.04 4-5 >999 180 WB 0.02 Horz(CT) 0.05 3 n/a n/a Matrix -MP Weight: 18 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-3-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 4EACTIONS. (lb/size) 6=315/0-5-8, 3=151/Mechanical, 4=41/Mechanical Max Harz 6=157(LC 5) Max Uplift 6=-89(LC 4). 3=-101(LC 5), 4=-29(LC 5) Max Grav 6=315(LC 1), 3=169(LC 9), 4=82(LC 3) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2.6=-274I53 NOTES- 1) Wind. ASCE 7-10; Vul1=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; 13CDL=6.0ps1; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1.11-7, Interior(1) 1-11-7 to 4-3-3; 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 Iu5s has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit belween the bottom chard and any other members. 3) A plate raling reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. i) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4 except Qt=lb) 3=101. Ewa oMNG C 70068 VD EXR 9-30-2020 r CIVIL �P F CAL1� January 23,2019 A WARNING - Ved ly design paremetere end READ NOTES ON THIS AND INCLUDED MIiEK REFERENCE PAGE MII-7473 rev. 1011012015 BEFORE USE. Design vaild tar use only with IVJTek® ponnectvfs. This ds6gn I6 based only upon parama tam shown, and Is for an irndwuw building mrmponant, net a Ind" eystam 9afom use, the building designer must VOWY the appllcutAMy of design paramolers and property Incomomto this design Into Ina wornrl building design. Bracing Indicated Is In prevent buckling of Individual butte web andfor chord membom only. AddlOonal temporary and pemtanent bradrtg M Te k Is always required far stability and to pnavent collapse with possible pomeonol Injury and properly damage- Fet general guldance regarding the fabr eallon, Vorage, daltrery, erection and bracing of trusses and truss Systems, see ANSII/P71 Q001W Cefferla, DS"D and SCSI autldlny Component 250 Klug Circle Sefery Information available from Truss Prate Inafilule. 218 N. Lae Street. Sulin 312, Aiexandrta, VA 22314, Corona, CA 92880 Job rasa Type �E!11104A rues WB180072 JACK -OPEN Integra Tnisa, Banning, CA 0�1n0 . 1 -0 I TIVO 8 1.5x4 Qty IPly Zerbst Residence K5638632 1 1 Job ReTerence oplional 8.220 s Nov 16 2018 MITA Industries, Inc. Tue Jan 22 W..52:41 2019 Page 1 ID:rW mLNgfRgOU38gML_5?QBTycQ?k-8r5FmEpcgjOX2NeCquHX59vDXaZbffQEDJSduozskv4 3-11.11 _I a:s-11 Scale = 1:19 B r 0 , 1-0.0 2-110-8 . _3.11.11 . 04-0 0.6-0 1.10 8 1-1-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) -0.00 7 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP Weight: 22 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No 1 &Btr G TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins, BOT CHORD 2X4 DF No 1&Btr G except end verticals. WEBS 2X4 DF No 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-10. REACTIONS. All bearings 0-5-8 except Qt=length) 5=Mechanical, 6=Mechanical. (lb) - Max Horz 11=116(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 5, 6, 8 except 11=-152(LC 4), 10=-177(LC 10) Max Grav All reactions 250 lb or less atjoint(s) 11, 5, 10, 6 except 8=323(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Windt ASCE 7-10; Vult=110mph (3•second gust) Vasd=87mph: TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 3-10-15; 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 far a 10.0 psf bottom chord live load nonconcurrent wills any other Irve loads. 3) ` This truss has been des{gned for a live load of 20.Opsf 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 buss connec4ons. 6) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6, 8 except (jt=lb) 11=152, 10=177. '90ESSIO 4 q ING �y ev'�y �P y90 c�Cr, C 70068 *k r -) /1 J* January 23,2019 ,& WARNING - Verify design parametersend READ NOTES ON THIS AND INCLUDED MrrEKREFERENCE PAGE MII-7473 rev. 10103,2015 BEFORE USE. Desrgn VAIW for use only wllh MFTek4P ourmo 0m, Ttds doslgn Is bnsed only upon parametom shown. and is for an iadivldusT oulyding cornponent, not ' n tru17 Pyetem. Before use, Iha building doslgnor nrust Verity the applicaNilty or desgn paramotors and property Incorporate thla design Into the avorall hulidrng deslgrn. Bracing Indlcalod is to prevent buckling df Individual truss web andror ohdrd mambers only. Additional ternMmy and pe=anont bracing M iTe k Is ai&ays raciulrod for stabliny and to prevent eairapse with frossiblo pnr9anai Injury and property domage- For general guldaroe rogerding the febrrcelion, atorsgo. detivary eradlon and bracing of Ifussaa and truss ayatoma. see ANSPTPII 4dsllfy Criteria, DSO.39 and BCSI BuOdIng Component 250 Klug Circle Safaty Informaaon AVAildbte from Truss Piote, lnet3tuie, 219 N. Lee Stfeei, SWW 312, Maxandde, VA 22314. Corona, CA 92880 LIOD I JB180072 Integra Truss, Banning, Residence K5638633 III _ IJob Reference(optionai) 8.220 s Nov.16 2018 MiTek Industries, Inc. Tue Jan 22 16;52:41 2019 Pagel ID:MmLNgfRgOU389ML 57QBTyc07k-Br6FmEpc OX2NeCquHXSW7SeWXHPEDiSduozekv4 5.11-11 1-0 fl 5-11-11 1.5x4 11 axq — 1-5-1 -OADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TIC 0.46 rCDL 20.0 Lumber DOL 1.25 BC 025 BCLL 0.0 Rep Stress Incr YES WB 002 9CDL 10.0 Code IBC2015/TPI2014 Matrix -MP '-UMBER- rOP CHORD 2X4 DF No. 1&Btr G BOT CHORD 2X4 DF No. 1&Btr G NEBS 2X4 DF No.1&Btr G 2EACTIONS. (lb/size) 6=393/0-5-8, 3=221/Mechanical, 4=58/Mechanical Max Horz 6=170(LC 5) Max Uplift 6=-94(LC 4), 3=-132(LC 5), 4=-8(LC 5) Max Grav 6=393(LC 1), 3=242(LC 9). 4=115(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten - All forces 250 (Ib) or less except when shown TOP CHORD 2-6=-336J41 Scale = 1:25.5 5-11-11 4.6-10 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.06 4-5 >999 240 MT20 220/195 Vert(CT) -0.15 4-5 >447 180 Horz(CT) 0.14 3 n/a n/a Weight: 23 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins, except end verticals. BOT CHORD Rigid Ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wlnd: ASCE 7-10; Vult=l10mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exierior(2) -1-0-9 to 1-11-7. Interior(1) 1-11-7 to 5.10.15; 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.Opsf 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. t) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4 except Ot=lb) 3=132. Q�fl�MIG �ssr�J�c Q C 70068 *� EXP.9-30-202Q . J* I P0fi CAL1O January 23,2019 WARNING - Verf y dealan parameters end READ NOTES ON THIS AND INCLUDED MIIEK REFERENCE PAGE MII.7473 rev. 1"3,2015 BEFORE USE. I Oeslgn valid far usa only with MiToM connectors. This design Is based only upon parameters shown, and Is for an individual building componam, not a truss eyatam, 9efom use, the WAding deagner must verify the appllcobility of design poramotoB and property Incorporels this deslgh Into the pveraIi hullding design. Bracing Indicated A to prevent buokiing of Individual buss wab anftr chord members only. Addieonol tamponmy and pommnent bracing is alwaya required for etsbility arnd to movaM collapse with possible peroo"I Injury and properly damage- For general gulda non rogerding tha fabrication, storage, dallvery. ereclion and bracing at tresses and truss systems, see ANSYTPH Wanly Criteria, DSS-N and SCSI SuIlding Component Safety Information evalldulo from Truss Ptole Insriwle, 218 N. Lea Stfeel. Sutra 312, Alexandria, VA 22314. MiTek 250 Klug Circle Corona, CA 92880 Job Truss Truss Type IDty Poly Zerbst Residence K5638634 INB180072 EH106A JACK -OPEN 1 1 Job Reference o tional Integra Truss, Banning, CA 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue .fan 22 16:52:42 2019 Page 1 ID:rW mLNgfRgOU38gML_5?QBTycQ?k-c1 fdzZgERO8OgXDOOboneMSMk_saO6ANSyBBQEzskv3 1.0-0 o s•o - 5-11-11 Fin o 'a s 5-5-11 Scale = 1:25 1 r.ux, II 1.5x4 1: -0 2•i0-B r1-0 -0-O -0 1-10-8 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 TCDL 20.0 Lumber DOL 1.25 BC 0.13 BCLL 00 Rep Stress Incr YES WB 0.05 BCDL 10.0 Code IBC20151TPI2014 Matrix -MP LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1 &Btr G WEBS 2X4 DF No. 1&Btr G 5 11-M1 1 3.1.3 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.01 6-7 >999 240 MT20 220/195 Vert(CT) -0.04 6-7 >999 180 Horz(CT) 002 5 n/a n/a Weight: 27 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-10. REACTIONS. All bearings 0-5-8 except Qt=length) 5=Mechanical, 6=Mechanical (lb) - Max Horz 11=133(LC 5) Max Uplift All uplift 100 lb or less atjoint(s) 5 except 11=-142(LC 4), 10=-472(LC 10). 8=-289(LC 5) Max Grav All reactions 250 lb or less at joint(s) 11, 5, 10, 6 except 8=790(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 3-10=-165/322 WEBS 4-8=-571/203 NOTES- 1) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 5-10-15; 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.Opsf 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 lb uplift at joint(s) 5 except Qt=lb) 11=142, 10=472, 8=289. -�GFEMON14f wa NG e C 70068 *` EXR 9-30-2024 -'* CAO' January 23,2019 ,& WARNING - V ft design panmaters and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE M11.7473 rev. 1"3/2015 BEFORE USE. Deslgn valid far use only with MiTeke cannarivrs. Tlds design is based only upon parameta ra Shown, rind 15 for an IndhrldunI building component, not a trans system. Before use, Ihu bulcling designer must verily lha appllcabolty of aeagn paramo!om and properly Incorporate 1hls daalgn Inld the avorall building design. arscing kndtcatad is ld prevent buckling o[ Indlvldual Irusa web arxlfbr dMrd members oMy Addktlonal temporary and pormanahl bracing is always required for slability and m prevent collapse Mir pocsthie personal Injury and property damage. For gennml guldanba regarding the fobticellon, xlar4ga, dailvery, erection and bracing of trusses and hush systems, we ANSYTPIr Quellfy Crltorle, DS8.89 and SCSI Building Component Softly In/ormatfon avaltable from Trams plate InalituN, 218 N. Lee SVeel. Suds 312, Alexandda, VA 22314. IdlMi7ek' 250 Klug Circle Corona, CA 9288 l W"" 1 rues Truss Type Dty IPIy Zerbal Residence IB180072 EH108 JACK OPEN 2 1 K5638635 Job Reference o lionel Integra Trues, t3anntng, CA 8.22D s Nov 16 2018 MiTak Induslrfas, Inc. Tue Jan 22 16:52:43 2019 Page 1 1-ID:rWmLNgMgDU38gML 57QBTycg7k-4DD?SvrsCKGFlhoiWKOAa Xhp VwQBd7X iiryhzskv2 -1-00-0-0 •0 7-1-8 -71-71 8 T� g-10-3 -OADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 -CDL 20.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES 3CDL 10.0 Code IBC2015/TP12014 '.UMBER- rOP CHORD 2X4 DF No.1&Btr G ROT CHORD 2X4 DF No.1 &Btr G NEBS 2X4 DF No.1 &Btr G m Io 1.5x4 11 9 1.5x4 I Scale = 1:30.8 Uii•0 ;1.p-G 2-18.8 -.- 7.1.8 7 7-11-11 0•G•u �-v.q 1.1p.8 q 4 _ W6.11 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.40 Vert(LL) -0.03 7-8 >999 240 MT20 220/195 BC 0.21 Vert(CT) -0.08 7-8 >865 180 WB 0.08 Horz(CT) 0.03 6 n/a n/a Matrix -MP Weight: 32 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6.0-0 oc bracing: 10-11. tEACTIONS. All bearings 0-5-8 except Qt=length) 6=Mechanical, 7=Mechanical, 5=0-3-0. (lb) - Max Z' 12=152(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 6 except 12=-137(LC 4), 11=-752(LC 10), 9=-356(LC 5), 5=-121(LC 5) Max Grav All reactions 250 lb or less atjoint(s) 12, 6, 7, 5 except 11=312(LC 5), 9=1190(LC 10) 'ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. b3OT CHORD 10-11=-316/78, 3-11=-227/514 `NEBS 4-9=-857/249 NOTES- j) Wind: ASCE 7-10, Vult=l 1 Omph (3•second gust) Vasd=87mph; TCDL=6.Opsf; BCOL=&.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Extedor(2) -1-0-9 to 1-11-7, Interlor(1)1-11-7 to 7-10-15; 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 wllh any other live loads. 1) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members- M1) A plate rating reduction of 20% has been applied for The green lumber members- 6) Refer to glyder(s) for truss to truss connections. S) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 12=137, 11=752. 9=356, 5=121. 7) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) 5. C 70068 *\ 171 / / I* January 23,2019 A WARNING - Verily design p9mmafem snd REA,7 NOTES ON THIS ANO rNCLUOFO 811TEIK REFERENCE PAGE AW-74?a mv, r4o"o25 aEFORE USE Design valid for use only wish MiT" connoclors. This design is baSod only upon parameters shown, and is for an individual building camponont, nal e om syslem- Beforo use, the buJding designer must verify Iha appllcaUlly or daslgn parameters and properly tncorporele this design into the overall building design. Bracing IflOwted is to prevani buckling of individual truss web ancifnr SAord mmnWm arty. Addilional temporary and permanent bracing 15 eiwayg rewired rw arONNy and to prevent callapsa with possiNe pelsonsl Injury and property damage. For ganaral 0uidance regarding Iho febrk *tion, stomas, dalivwy. erecllon and hracing of (runes and (ruse systems, son ANSPTPfr Quetify, Criferle. OS8.80 and aCS1 SUMIng Cempopeor Sarery lard ma[fon avaliawo from Truss Plate rns8luls, 218 N. Lee Simal, Sulio 312, Noxandria, VA 22314, 1V�II• Mifek' 250 Klug Circle Corona, CA 92880 Type IOty IIPly IIZerbst Residence K5638636 Integra Truss, eanning, CA 8.220 s Nov 16 2018 MiTek Industries, fnc" Tue Jan 2216:62,44 2019 Page 1 ID:3 EekScHscHCIVSoEl8V4EyckNp-YPnNOFsVzeO6vgNmVOrFjnXjnnacs?HgvGgHV7zskvl 1-11-11 4.00 12 1.5x4 II 7 1.5x4 = 1.5x4 I 3x4 Scale = 1:21 3 playa Onsets X y B:Ed a 0.1.8 — LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) -0.00 8 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0-00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 001 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code IBC2015rrP12014 Matrix -MS Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No 1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins, BOT CHORD 2X4 DF No 1&Btr G except end verticals. WEBS 2X4 DF No.1&Btr G BOT CHORD Rigid Calling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 8-9. REACTIONS. (lb/size) 9=217/0-5-8, 4=44/Mechanical, 5=15/Mechanical Max Herz 9=133(LC 5) Max Uplift 9=-72(LC 4), 4=-23(LC 4), 5=-106(LC 5) Max Grav 9=217(LC 1), 4=51(LC 9), 5=85(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87ri TCDL=6,Opsf; 0CDL=6.Opsf, h=25ft; Cat, il; i=xp C; Enclosed; C-C Extedor(2); cantilever left and right exposed ; and verticei 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 chard I" 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 lb uplift at joint(s) 9, 4 except (jt=lb) 5=106, NG C 70068 EXR 9-30-2020 cjvl� �,tiQ January 23,2019 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERENCE PAGE MII-7473 rev. 10103,2015 BEFORE USE. , nesign valld for use onty with MrrekO oennoctem, Tnls design la based Only upon parameters shown, and Is for an Individual bullding coon*nonl, not a trues ayatem. Before use. the 1)uil4fing desrgnar must vortfy tha appllo0hliity of di s4gn parameters and property Incorpctate I1115 design Into INC overall building design" Staring indicated 16 to Prevent buWng of individual truss web and/or chord members only" Addeiocal to mporary and parmanent brocl'V M iTek' Is always regdlred far steblilty, and Id prevent collapse with posslbto personal Injury and property damage. For g°nerel guidance regarding INC fabdcatlon, alomgu. delivary, oradlon and bradnq or truams and truss systems. sea ANSUrP71 qus0ly Criteria, DS8•E0 and SCSI Building Component 250 Klug Circle Saroty tnlermat/on available from Truss Plate Inatitula, 218 N. Lee Simot, Suite 312, Alexandria, VA 22314. Corona, CA 92880 Residence K6638637 VB180072 I Banning, CA Plate Offsets (X,Y)-- (6:EdgJ0-1$] LOADING (psf) SPACING- 2-0-0 iCLL 20.0 Plate Grip DOL 1.25 TCDL 20.0 Lumber DOL 1.25 3CLL 00 Rep Stress Incr YES BCDL 10.0 Code IBC2015fTP12014 LUMBER - TOP CHORD 2X4 DF No.1&Btr G 30T CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF No. 1&Btr G I I Job Reference19ptional) 8,220 s Nav 16 2018 MiTak Industries, Inc. Tue Jan 22 16:52:45 2019 Page 1 ID:3_EekScHscHCIVSoE18V4EyckNp-OcKmcbs7kxWzXyz3kMUG?4uXBwrbSZg8wQrl ZzskvO 1-0-0 I 1-0-0 , 0�-8 -11-11 0� 1 -8 1-5-3 4.00 12 I.— II 1.5x4 = 7 1.5x4 I 3x4 = 0 G8 1-i0 3 1.11 11 t1e8 7311 a CSI. DEFL. in (loc) I/deft Ud TC 0.07 Vert(LL) -0.00 7 >999 240 BC 0.03 Vert(CT) -0.00 7 >999 180 WB 0.01 Horz(CT) -0.00 4 n/a n/a Matrix -MS REACTIONS. (lb/size) 9=217/0-5-8, 4=44/Mechanical, 5=15/Mechanical Max Horz 9=127(LC 5) Max Uplift 9=-73(LC 4), 4=-24(LC 4), 5=-91(LC 5) Max Grav 9=217(LC 1), 4=51(LC 9), 5=75(LC 7) FORCES. (lb) - Max. Comp./Max. Ten -All forces 250 (lb) or less except when shown Scale = 1:21.3 PLATES GRIP MT20 220/195 Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 8-9. NOTES- 1) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 1) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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. 3) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 4, 5. Q�pFESSIO� �o ING 2y dye C 70068 *� - _'% or I* January 23,2019 A WARNING - V.H& design paramefers end READ NOTES ON THIS AND INCLUDED UrTEK REFERENCE PAGE 011II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not e truss ayetem, Before uea, the building du"mr must verify the applicability of design parameters and ptapetly tnrorporata this design Into the warall building deslgn. Bracing Indicated is to pravani buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing M iTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and Russ systems, see ANS117PI1 Qualify Crfterls, DSB-89 and SCSI Building Component 250 Klug Circle Safety Information avallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 >b Truss Truss Type Qty Ply Zerbsl Residence K5638638 1B180072 EJ404 JACK -OPEN 1 1 Job Reference o trp'anal� Integra Truss, Banning, CA 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:52:45 2019 Page 1 ID:3_EekScHscHCIVSoEIBV4EyckNp-OcKmcbs7kxWzXyz3kMUG?4uXBvxbSRg8wQr1 ZzskvO 1-0-0 0-0-8 2-8-3 4.00 12 Scale = 1:23.3 1 1.5x4 II 7 3x4 = 1.5x4 = 1.5x4 II i0-$-6_, 3-2.11 0-0-8 2 8 3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) 0.01 6 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 6 >999 180 BCLL 00 Rep Stress Incr YES WB 0.02 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MS Weight: 20 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-2-11 oc purlins, BOT CHORD 2X4 DF No 1&Btr G except end verticals. WEBS 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=265/0-5-8, 4=89/Mechanical, 5=43/Mechanical Max Horz 9=156(LC 5) Max Uplift 9=-82(LC 4), 4=-62(LC 5), 5=-65(LC 5) Max Grav 9=265(LC 1), 4=101(LC 10), 5=78(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 3-1-15; 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.Opsf 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 lb uplift at joint(s) 9, 4, 5. �pFESSl01y ���o}PoMtNG C 70068 EXR 9-30-2020 CIVIL a�P OF CA1 �FCI January 23,2019 A WARNING - Ved y design paramettms and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE NII-7473 rev. 10/0=015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall ■ building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOW OW y is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Qually Cr/terla, DSB-89 and BCS Building Component 250 Klug Circle Type Residence K5638639 JB180072 r Banning, CA -1-0-0 0.6-8 1-0-D 0. 8 1.5x4 II 1.5x4 7 3x4 1.5x4 II ! I 6Job Reference (optional) 8.220 s Nov 16 2016 MiTek Industries, Inc. Tue Jan 22 16:52:46 2019 Page 1 ID:3_EekScHscHCIVSoE18V4EyckNp-Uou8pxtlVFeg98X9dRtjoCc3W bFdKvfzNa9OZOzskv? 3-11-11 3-5-3 Scale=1:24.4 , 4.10,9 3-11-111.8 10.20�-8 1 1-3-11 2- -OADING (psf) SPACING- 2-0-0 CS1. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.02 6 >999 240 MT20 220/195 -CDL 20.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.03 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 003 4 n/a n/a 3CDL 10.0 Code IBC2015ITP12014 Matrix -MS Weight: 22 lb FT = 20% '.UMBER- BRACING- rOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins, 80T CHORD 2X4 DF No.1 &Btr G except end verticals. NEBS 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. tEACTIONS. (lb/size) 9=299/0-5-8, 4=117/Mechanical, 5=56/Mechanical Max Horz 9=158(LC 5) Max Uplift 9=-87(LC 4), 4=-62(LC 5), 5=-47(LC 5) Max Grav 9=299(LC 1), 4=132(LC 10), 5=78(LC 10) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. AOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 3-10-15; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 !) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf 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. i) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 4, 5. Pq�ING , C 70068 `�VI January 23,2019 *I- & WARNING - Ve111y design paramelers and READ NOTES ON THIS AND INCLUDED NfTEK REFERENCE PAGE N11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. eeforo usu, the building designer must vorrfy the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to pmveni buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusaa5 and buss syatema, see ANSIITPl1 Quality Crfterla, DSB-89 and BCSI Building Component 250 Klug Circle Safety In/ormetlon ave liable from Truss Plate Institute, 218 N. Lao Street, Sulto 312. Alexandria, VA 22314 Corona, CA 92880 Job Truss Trim Type WB180072 EJ406 JACK -OPEN Integra Truss, Banning, CA -1-0I-20 2i 1-0-0 0-6-8 1.5x4 II 7 3x4 = 2x4 = 1.5x4 II IDty Ply :Zerbst Residence K5638640 1 1 Job Reference (optional) _ 1 8,220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:52:47 2019 Page 1 ID:3_EekScHscHCIVSoE18V4EyckNp-y_SWOHuNGZmhml6LA8OyLQ9CJ7ZF3Ml6cEvx5Szskv_ 5-2-11 4-8-3 Scale = 1:27.2 D-" I 5-2-11 0$-8 4.8-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 005 5-6 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.10 5-6 >632 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.09 4 n/a n/a BCDL 10.0 Code IBC2015ITP12014 Matrix -MS Weight: 26 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 5-2-11 oc purlins, BOT CHORD 2X4 DF No.1 &Btr G except end verticals. WEBS 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=357/0-5-8, 4=164/Mechanical, 5=75/Mechanical Max Horz 9=179(LC 5) Max Uplift 9=-90(LC 4). 4=-112(LC 5), 5=-38(LC 5) Max Grav 9=357(LC 1), 4=185(LC 10), 5=102(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-238/305 NOTES- 1) Wind: ASCE 7-10; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 5-1-15; 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.Opsf 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 Ito uplift at joint(s) 9, 5 except Qt=lb) 4=112. ��pFE55lpNgC �_�� �P�1Z,�t�NG �,y'o.J�,yr�► C 70068 January 23,2019 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE MII-7473 rev. 1"3,2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web andlor chord members only. Additional temporary and permanent bracing ek• { is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 11 fabrication, storage, delivery, erection and bracing or trusses and truss systems, see - ANSI/71oI1 Quality Criteria, DSB-SO and BCSI Building Component 250 Klug Circle - Job VB180072 I Integra Truss, Banning, CA Type City Ply IZerbst Residence K5638641 1 1 IJob Reference (optional) 6.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:52:48 2019 Page 1 ID:3 EekScHscHCIVSoEl8V4EyckNp-RBOuEdv?lsuY0SgYksvBtdiLXPtWopvGqueVduzskuz -1-0-0 tr11.11 1-0 0 0.6-9 5w4ti9 { 1.5x4 II 7 3x4 = 3x4 1.5x4 II 8�^1103 .- 1-3-1 � -OADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 I-CDL 20.0 Lumber DOL 1.25 BC 0.29 BCLL 0.0 ' Rep Stress Incr YES WE 0.04 3CDL 10.0 Code IBC2015/TPI2014 Matrix -MS t-UMBER- rOP CHORD 2X4 DF No 1&Btr G BOT CHORD 2X4 DF No.1&Btr G NEBS 2X4 OF No 1&Btr G 2EACTI0NS. (lb/size) 9=393/0-5-8, 4=192/Mechanical, 5=86/Mechanical Max Horz 9=174(LC 5) Max Uplift 9=-93(LC 4), 4=-120(LC 5), 5=-23(LC 5) Max Grav 9=393(LC 1), 4=213(LC 10), 5=117(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. gOT CHORD 7-8=-195/264 WEBS 3-6=-283/302 Scale = 1:2B 0 5-11-11 4-1-B DEFL. in (loc) Well Ud PLATES GRIP Vert(LL) 0.07 5-6 >951 240 MT20 220/195 Vert(CT) -0.17 5-6 >407 180 Horz(CT) 0.15 4 n/a n/a Weight: 28 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. AOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 5-10-15; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 ?) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf 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 lb uplift at joint(s) 9, 5 except (jt=lb) 4=120. �asssro ��4�P�MIPiG 4" C 70068 * 9 a-262D �FdF C:AL1F�� January 23,2019 WARNING - Vertly design parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE NII.7473 rev. 10103,2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall ^re building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing ! V I i Y7 e k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, sea ANS11TPI1 Quality Criteria, DSB-BB and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 Job Truss Truss Type Qty Ply 2etbal Residence K5638642 WB180072 EJ406 JACK -OPEN 1 1 Job Reference (optional) V01911 rnrse, oaumarg, wft rage 1 ID:3_ EekScHscHCIVSoEl8V4EyckNp-vNaGRzvdoAl POcFkIZQOOrETSoBdXGyP3YO29Kzskuy 1.0-0 -" 7.2.11 1 -0 6$ 6 i 6-8-3 LOADING (psf) TCLL 20.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code IBC2015/TPI2014 LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No 1 &Btr G WEBS 2X4 DF No.1 &Btr G Scale=1:31.6 1.5x4 II 7 3x4 = 3x4 = 2x4 II 0-6-8 , 7-2-11 b-6-8' 6-8-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.54 Vert(LL) 0.14 5-6 >605 240 MT20 220/195 BC 0.43 Vert(CT) -0.38 5-6 >221 180 WB 0.05 Horz(CT) 0.32 4 n/a n/a Matrix -MS Weight: 31 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 9=454/0-5-8, 4=238/Mechanical, 5=104/Mechanical Max Horz 9=190(LC 5) Max Uplift 9=-91(LC 4). 4=-136(LC 5). 5=-15(LC 5) Max Grav 9=454(LC 1), 4=261(LC 10), 5=142(LC 3) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. BOT CHORD 7-8=-248/360 WEBS 3-6=-378/368 NOTES- 1) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 7-1-15; 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.Opsf 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 lb uplift at joint(s) 9, 5 except Ot=lb) 4=136. liNG t�2��9 �PaM �9� gym C 70088 — n — .,r,.,., j January 23,2019 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10103Me15 BEFORE USE. Deslgn valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the I fabdcalion, storage, delivery; erection and bracing of trusses and truss systems, see ANSV/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 250 Klug Circle I,,ob JB180072 Type Residence K5638643 InlBgra Truss, Banning, CA 8.220 s Nov 16 2018 MiTek Industries, Inc, Tue Jan 22 16:52:49 2019 Page 1 ID:3_EekScHscHCIVSoE16V4EyckNp-vNaGRzvdoA1 POcFkIZQQQrEZboDJXFvP3YO29Kzskuy 1-" M-8 ___ 4-3-1 7-9-11 1 0-0 ti e-8} 3-8-10 3-6-10 Scale: 3/8"=1' 1.5x4 II 3x4 = 83x8 = 3x4 7--3-33-3 7. Plate Offsets X :Ed a 0-1- LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in floc) I/deft L/d PLATES GRIP -CLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.08 7-8 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.24 7-8 >372 180 3CLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MS Weight: 43 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 30T CHORD 2X4 OF No. 1&Btr G except end verticals. WEBS 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=481/0-5-8, 5=108/Mechanical, 7=268/Mechanical Max Horz 10=188(LC 5) Max Uplift 10=-92(LC 4), 5=-64(LC 5). 7=-82(LC 5) Max Grav 10=481(LC 1), 5=115(LC 10), 7=297(LC 10) °ORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. rOP CHORD 2-10=-291/41 WEBS 4-7=-305/160 NOTES - I) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 7-8-15; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 1) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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. 5) Refer to girder(s) for truss to truss connections. /) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 5, 7. �p�E551p/y tiY OMUJG 2 � C 70068 *k t 1) zJ I* January 23,2019 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MI'TEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing ortrusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 Job Trues Truss Type INB180072 EJ410 JACK -OPEN Integra Truss, Banning, CA -1-0-0 r 4.7.5 1" 4.7-5- _ Qty Ply Zerbst Residence K5638644 1 1 Job Reference CO tip anal)_ 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:52:50 2019 Page 1 ID:3_EekScHscHCIVSoEl8V4EyckNp-NZ8ffJwFZU9GdlgwsHyfy2nkSCcgGhTZIC7chnzskux B•<•t3 �9.2.1111 3.9•a '01D$ I� 0 1.5x4 11 3x4 = Scale = 1:37.7 9-2-11 2;&1a 4•i5 6,i-0 8-0,4 0-9-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.01 7-8 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.04 7-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP Weight: 48 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 DF No.1 &Btr G except end verticals. WEBS 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-5-8 except (jt=length) 5=Mechanical, 6=04-0, 4=0-1-8. (lb) - Max Horz 8=230(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 8, 5, 4 except 6=-109(LC 5) Max Grav All reactions 250 lb or less at joint(s) 5, 4 except 8=502(LC 1), 6=353(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-464/100, 2-3=-288/1 BOT CHORD 6-7=-94/258 WEBS 2-7=0/268, 3-6=-419/153 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 9-1-15; 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.Opsf 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 at joint(s) 4 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 5, 4 except Qt=lb) 6=109. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. �oVIEss(ON NG C 70068 January 23,2019 I & WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. r Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall �p building design. Bracing Indicated is to prevent buckling of individual trussV 1 truss web and/or chord members only. Addltional temporary and permanent bracing 1 iTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TFIf Quality Criteria, DSB-89 and BCSI Building Component 250 Klug Circle )b Truss Truss Type i0ty Ply Zwbst Residence K5638645 /B180072 EJ410A JACK -OPEN 1 1 Job Reference tonal) inlegra I rues, banning, UA 8,220 s Nov 15 2015 MiTelc Industries, [W. Tue Jan 22 16:52:51 2019 Page i ID:3 EakSCHSCHCIVSoEIBV4EyekNp-rmllsexuKnH7FvP7P TuVGKtusy ?SINust9PDzskuw 1-0-0 Q-6-Bi 4-7-5 8-0-8 MA1 1-oo 0-6-8 4-0-13 3-9� 1-5-3 1 1.5x4 I 3x4 = 3x4 = 1.5x4 II 4-7-5 8-4-8 4-0-13 3-9-4 _OADING (psf) SPACING- 2-0-0 CSI. DEFL. In TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.01 -CDL 20.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.06 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) -0.03 3CDL 10.0 Code IBC20151TP12014 Matrix -MP '-UMBER- BRACING- fOP CHORD 2X4 DF No.1 &Btr G TOP CHORD 130T CHORD 2X4 DF No.1 &Btr G NEBS 2X4 OF No.1 &Btr G BOT CHORD 2EACTIONS. All bearings 0-5-8 except (jt=length) 6=Mechanical, 7=04-0, 5=0-1-8. (lb) - Max Horz 11=206(LC 5) Max Uplift All uplift 100 lb or less atjoint(s) 11, 6, 7, 5 Max Grav All reactions 250 lb or less atjoint(s) 6, 5 except 11=501(LC 1), 7=350(LC 10) FORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-11=-496/86, 3-4=-257/0 BOT CHORD 7-8=-69/254 `NEBS 4-7=-413/113, 3-8=0/284 Scale =1:36 0 I� 8-15A 9-9-11 0012 1-4-7 (loc) I/deft L/d PLATES GRIP 9 >999 240 MT20 220/195 8-9 >999 180 6 n/a n/a Weight: 51 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterlor(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 9-8-15; 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. 1) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 1) A plate rating reduction of 20% has been applied for the green lumber members 5) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. !) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 11, 6, 7, 5. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. 9'x0VESS1p 'I y�0 C 70068 FXR 9-30-2020 January 23,2019 ,& WARNING - V dIy dealgn paremetare and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall 4. building design. Bracing Indicated is to prevent buckling of Individual truss web end/or chord members only. Additional temporary and permanent bracing M heft is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the labrica lion, s+omge- do:ivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and BCSI Building Component 250 Klug Circle Salary Inlor nation available from'rruss Plate Institute, 215 N. Loa Street, Suite 312, Alexandda, VA 22314. Corona, CA 92800 Job Tniss Truss Type Oty Ply ;Zerbst Residence K5638646 WB180072 EJ412 JACK -OPEN 1 1 JoReference (pptional) Integra Truss, Banning, CA 8.220 s Nov 16 2018 MiTek Industries, Inc Tue Jan 22 16:52:52 2019 Page 1 ID:3_EekScHscHCIVSoE18V4EyckNp-JyGP4yW45P_13_Jzl_72Ts4y018kbyd Wclmtzskuv -7-5 8.4-8 10-6-0 11-2-11 1-0-0 4-7-5 3-9.4 2-1-8 -8-11, I� 0 9 3x4 = 1.5x4 II 3x4 = 7 4-7-5 i8-0-8 11-2-11 h6 3 9 4 0.0- 2 2�7 Scale = 1:41.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 019 Vert(LL) -0.01 8-9 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 012 Vert(CT) -0.04 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 016 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MP Weight: 51 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No 1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2X4 OF No 1 &Btr G except end verticals. WEBS 2X4 OF No 1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-1-8 except at=length) 9=0-5-8, 6=Mechanical, 7=0-4-0. (lb) - Max Horz 9=250(LC 5) Max Uplift All uplift 100 lb or less at joints) 9, 6, 7, 4, 5 Max Grav All reactions 250 lb or less at joints) 6, 4, 5 except 9=502(LC 1), 7=356(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-464/86, 2-3=-288/0 BOT CHORD 7-8=-82/260 WEBS 2-8=0/260, 3-7=-423/133 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Extedor(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 11-1-15; 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.Opsf on the bottom chord In all areas where a rectangle 3-0-0 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 at joint(s) 4, 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjolnt(s) 9, 6, 7, 4, 5. 8) Beveled plate or shim required to provide full bearing surface with truss chord atjolnt(s) 4, 5. f ESStON IIV G r,�0 yc� v C 70088 ttr "'�9.3�2r}2U January 23,2019 A WARNING - V.* design parameters and READ NOTES ON THIS AND INCLUDED MIIEK r LT-PRt HCE PAGE MIP7473 rev. 1"3,2015 BEFORE USE. Design valld for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual bullding component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall ` building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing !, _ I i I T eR y is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPlf Quality Crltede, DSB-89 and SCSI Building Component 250 Klug Circle Type Qty Ply Zerbst Residence K563B647 VB180072 IEJ412A 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jon 22 16:52.53 2019 Page 1 ID:3_EekScHscHCIVSoEl8V4EyckNp-napnHKz8rPXgUDZVXPVMahPDNQeDT2E? AMGI6zskuu 11-9-11 4-7.5 10-" 11-94 44).13 3-9-4 2-1$ i�i-50• 0 Scale = 1:40.2 Iv 0 1.5x4 V V 3x4 = 3x4 = 1.5x4 II 4$ 6 4-7-5 4.0.13 _OADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 'CDL 20.0 Lumber DOL 1.25 BC 0.13 BCLL 0.0 a Rep Stress Incr YES WB OA6 3CDL 10.0 Code IBC2015/TPI2014 Matrix -MP LUMBER- rOP CHORD 2X4 DF No 1&Btr G SOT CHORD 2X4 DF No.1&Btr G JVEBS 2X4 OF No.1 &Btr G 8-" 8.5.4 3- 0Ol12 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) -0.01 10 >999 240 MT20 220/195 Vert(CT) -0.06 9-10 >999 180 Horz(CT) -0.03 7 n/a n/a Weight: 54 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. tEACTIONS. All bearings 0-1-8 except Qt=length) 12=0-5-8, 7=0-1-5, 8=0-4-0. (lb) - Max Horz 12=227(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 12, 7, 8, 5, 6 Max Grav All reactions 250 lb or less atjoint(s) 7, 5, 6 except 12=501(LC 1), 8=352(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-12=-496/74, 3-4=-257/0 BOT CHORD 8-9=-59/255 WEBS 4-8=-416/96, 3-9=0/281 NOTES- 1) Wind: ASCE 7-10; Vult=11 Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 11-9-1; 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.Opsf 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. 1) A plate rating reduction of 20% has been applied for the green lumber members 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7, 5, 6. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 7, 8, 5, 6. /) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 7, 5, 6. Alk WARNING - Vertly design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE M11-7473 rev. laV312015 BEFORE USE. I Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, dollvery, erection and bracing of trusses and Irt, 55 systems, see ANSUTPII Quality Crlterle, DSO-89 and BCSI Building Component SafelyInrormaHan available from Truss Plate Institute, 218 N. Lae street, Sw!c 312, Alexandda, VA 22314. o'OESSIO/V �•Lo dMIN G 2y fiyG C 70068 EXP. 9-30-2020 CIVIL �P F CAL1Fa�� January 23,2019 MiTek 250 Klug Circle Corona, CA 92880 Integra Truss. Banning. K5638648 Job Reference Loptional 8.220 s Nov 16 2018 MiTak lnduatrlss, Inc. Tue Jan 22 16:52:53 2019 Page 1 I D:3_EekScHscHC IVSoE I BV4EyckN p-nBpn H KzB rPXq UDZVXPVMah P HvQfmT4b9_AM G I6zskuu 1.51.11 1-11-11 5 3 1.5x4 II Scale: 3/4"=l' t-5-1f 1-11-11 0 JjI 1-5-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.04 Vert(LL) -0.00 5 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 ! BC 0.03 Vert(CT) -0.00 4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MP Weight: 9 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. I&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins, BOT CHORD 2X4 DF No 1&Btr G except end verticals. WEBS 2X4 DF No 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/slze) 5=91/0-5-8, 2=73/Mechanical, 3=18/Mechanical Max Horz 5=91(LC 5) Max Uplift 2=41(LC 4), 3=-33(LC 5) Max Grav 5=91(LC 1), 2=94(LC 9), 3=54(LC 7) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterlor(2); 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.Opsf 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 lb uplift at joint(s) 2, 3. Q�-f ESS10 C 70068 ,k ��M 20 * .' January 23,2019 WARNING - Vedry design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE M11-7473 rev. 10,V3/2015 BEFORE USE. Design valid for use only with MITek® connectors This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual buss web and/or chord members only. Additional temporary and permanent bracing MiTek_ is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TFI Qu Illy Criteria, DSB-89 and BCSI Building Component 250 Klug Circle 'ob JB180072 Integra Truss, Banning, CA Type 1.5x4 Zerbst Residence K5638649 Job Reference (optional) 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:52:54 2019 Page 1 ID:3_EekScHscHCIVSoE18V4EyckNp-FLN9Ugzmcifh6N8h57Ob7uyRZp_ICXIBDg5pgYzskut 3-11-11 3-11-11 3x4 11 1.5x4 11 Scale = 1:22.3 3-5-f3 3-11-11 -OADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TC 0.11 Vert(LL) -0.00 5-6 >999 240 MT20 220/195 'CDL 20.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(CT) 002 3 n/a n/a 3CDL 100 Code IBC2015/TP12014 Matrix -MP Weight: 17 lb FT = 20% r-UMBER- BRACING- rOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins, SOT CHORD 2X4 DF No.1 &Btr G except end verticals. NEBS 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 4EACTIONS. All bearings 0-5-B except (jt=length) 3=Mechanical, 4=Mechanical. (lb) - Max Horz 6=141(LC 5) Max Uplift All uplift 100 lb or less atjoint(s) 3,4 except 5=-240(LC 5) Max Grav All reactions 250 lb or less at joint(s) 6, 3, 4 except 5=490(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-348/191 NOTES - I) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-10-15; 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. I) " This truss has been designed for a live load of 20.Opsf 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. I) A plate rating reduction of 20% has been applied for the green lumber members 5) Refer to girder(s) for truss to truss connections 1) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 5=240. 7) 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) O�ESSION Vert: 1-3=-80, 6-7=-20, 4-7=-45(F=-25) Q QMIG 2�(61 �0 2 C 70068 *\ -1 1 f] I* January 23,2019 WARNING - Verily design parameters end READ NOTES ON THIS AND INCLUDED MfrEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Bafvra uae, the building 0"Uner must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indleated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M il'ek Is always requleed for stability end to pravonl rdlapse with posm"a pamonel injury and property damage- For general guktance regarding the fabrication, storage, dellvery, araction and bradng of trusses and truss systems, see ANSA MI Oualrty CfAurla, OSB•89 and SCSI Building Component 250 Klug Circle Setory Ir/omrafion available from Truss Male Insliluto. 218 N. tee Street. Suhe 312, Alaxamrla, VA 22314. Corona, CA 92880 Job Truss Truss Type WBIB0072 EK104A JACK -OPEN Inlegns Truss, Banning, CA 3x6 5 1.5x4 II 1-5-11 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 TCDL 20.0 Lumber DOL 1.25 BC 0.12 BCLL 0.0 Rep Stress Incr NO WB 0.02 BCDL 10.0 Code IBC2015fTP12014 Matrix -MP LUMBER - TOP CHORD 2X4 DF No. 1&Btr G BOT CHORD 2X4 DF No.1 &Btr G WEBS 2X4 DF No. 1&Btr G REACTIONS. (lb/size) 5=189/0-5-8, 2=1 51 /Mechanical, 3=48/Mechanical Max Horz 5=141(LC 5) Max Uplift 2=-85(LC 5). 3=-16(LC 5) Max Grav 5=189(LC 1). 2=195(LC 9), 3=84(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 3-11-11 3-tt-11 City Ply Zerbst Residence K5638650 _Job Reference (optional) 8.220 s Nov 16 2018 MITek Industries, Inc. Tue Jan 22 16:52:55 2019 Page 1 I D:3_EekScHscHCIVSoEIBV4EyckNp-jXxX10_ONOnYkXjuegXgf6UaMDJnx_71RUrNN_zskus 3-11-11 2 3 0 m Scale = 1:22.3 DEFL. in floc) I/deft Ud PLATES GRIP Vert(LL) -0.01 4 >999 240 MT20 220/195 Vert(CT) -0.03 3-4 >999 180 Horz(CT) 0.02 2 n/a n/a Weight: 15 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat 11; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-10-15; 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.Opsf 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 lb uplift at joint(s) 2, 3. 7) 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-80, 5-7=-20, 3-7=-45(F=-25) Q� �ESSlf3yy C 70068 January 23,2019 AWARNING - verily design parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE Nil-7473 rev. 10)OW2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component MiTek' 250 Klug Circle job 1. VB180072 Integra Truss, Banning, _OADING (psf) TCLL 20.0 rCDL 200 BCLL 0.0 3CDL 10.0 Type 2x4 3x4 11 1.5x4 11 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code IBC2015/TPI2014 t-UMBER- rOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1 &Btr G NEBS 2X4 DF No.1 &Btr G Residence K5638651 Job Reference (optional) 8.220 s Nov 16 2018 MITek Industries, Inc. Tue Jan 22 16:52:55 2019 Page 1 I D:3_EekScHscHCIVSoEl8V4EyckNp-jXxXiO_ONOnYkXjuegXgf6Ub?DIZx_TIRUrNN_zskus t-UMBER- rOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1 &Btr G NEBS 2X4 DF No.1 &Btr G Residence K5638651 Job Reference (optional) 8.220 s Nov 16 2018 MITek Industries, Inc. Tue Jan 22 16:52:55 2019 Page 1 I D:3_EekScHscHCIVSoEl8V4EyckNp-jXxXiO_ONOnYkXjuegXgf6Ub?DIZx_TIRUrNN_zskus 3-2-12 5-11-11 3.2-12 2-6-15 CSI. DEFL. in TC 0.13 Vert(LL) 001 BC 0.14 Vert(CT) -0.01 WB 0.05 Horz(CT) 0.02 Matrix -MP BRACING - TOP CHORD tEACTIONS. All bearings 0-5-8 except (jt=length) 3=Mechanical, 4=Mechanical. (lb) - Max Horz 6=185(LC 5) Max Uplift All uplift 100 lb or less atjoint(s) 6, 3 except 5=-214(LC 5) Max Grav All reactions 250 lb or less at joint(s) 6, 3, 4 except 5=544(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 'NEBS 2-5=-387/194 BOTCHORD Scale = 1:31.5 (loc) Well L/d PLATES GRIP 5-6 >999 240 MT20 220/195 4-5 >999 180 3 n/a n/a Weight: 23 lb FT = 20% Structural wood sheathing directly applied or 5-11-11 oc pudins, except and verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VuIt=11 Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-10-15; 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.Opsf 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 t) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. S) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3 except (jt=lb) 5=214. 7) 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-80, 6-8=-20, 4-8=-45(F=-25) 990E-SS10N�� �o oMtNG z y�0 ��rn C 70068 *� DIR 9-302020'* January 23,2019 2-0-0 1.25 1.25 NO a...rrr A WARNING - verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010112015 BEFORE USE. Design vadd for use only wish Mtiekf9 connooiors. This daslpn is based only upon pammoters ah4wn, and la for an (ndMduel building wmpananl not a besa system. Before use, the bulldbnp doelgrwr most vadry the applicability of deelgn parameters and property incnrporato (hie dablgn Into the overall { building design. Bracing indicated Is to prevent buckling of hrdivrduar truss web andfor chord mombers only, Additional lemporary and permanent bracing Mt le�• 16 afwayS requited For Stability and to prevent Collapse with pdamble personal Injury and property damage. For general guidance regardaea the fabricallon, slorega, delivery, erecdon and 4racing of trusses and truss syslema, sae ANSd7PM 000119y CArerla. OSB49 and SCSI Building Component 250 Mug Circle Safety farendiNdatr avallobla from Trusa Praia tn911luto, 218 N. Lee Street, Suile 312. Alnxanddo, VA 22314. Corona, CA 92880 Job Truss Truss Type IOty Ply Residence EK106AJACK-OPEN 1 1b rrb8i K5638652 't TWB160072 Reference o tonal egra russ, Banning. CA 3x6 1.5x4 II 1�11 LOADING (psf) SPACING- 2-0-0 CST. TCLL 200 Plate Grip DOL 1.25 TIC 060 TCDL 20.0 Lumber DOL 1.25 BC 032 BCLL 0.0 Rep Stress Incr NO WB 0 02 BCDL 10.0 Code IBC2015/TP12014 Matrix -MP LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF No 1&Btr G REACTIONS. (lb/size) 5=301/0-5-8, 2=231/Mechanical, 3=106/Mechanical Max Horz 5=185(LC 5) Max Uplift 2=-127(LC 5), 3=-6(LC 5) Max Grav 5=302(LC 9), 2=298(LC 9), 3=154(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 8.220 a Nov 18 2018 MiTak Induslifes, Inc. Tue Jan 22 16:52:56 2019 Page 1 ID:3_EekScHscHCIVScE18V4EyckNp-CJVwvM7OBKvPLgl4CX23CJ1 NVdblgR9Rg8awvRzskur 5.11-11 1 541.11 Scale = 1:29.1 5.11-i i A41-0 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.06 3-4 >999 240 MT20 220/195 Vert(CT) -0.19 3-4 >366 180 Horz(CT) 0.11 2 n/a n/a Weight: 21 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VuIt=11 Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat 11; Exp C; Enclosed; C-C Extedor(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-10-15; 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.Opsf 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 lb uplift at joint(s) 3 except Ot=lb) 2=127. 7) 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-80, 5-8=-20, 3-8=-45(F=-25) 4\70rEsslo 4 �a C 70068 January 23,2019 ,& WARNING - Verily design peremerere end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 111010312015 BEFORE USE. Design valid for use only vAlh 0760 carafoclors. 7niu design Is bdsod only upon parameters shown, and Is for en Indlvlduai bulleing cornponant, not a IfPss ayatam. Baime use, the bullOng designer mual verily the apVzahuily of design pammelars and propady lneorisomle this doslgn Inlo the overall txdldirig design, OWN 10dlyd110d la to prevent buckling of Indlvldual Truss web andlor chefd mamhars only. Addidonal lamparary end permanent bracing Is nfways rac aired for stabdily and to preveril ootlapse with pdsslblo paisanol Injury and properly derndge. Fur genuml guidance regarding the IahrlCelion, slorege. delivery, ereclion and bracing of trusses and Truss systems. son ANSYTPH gdsiliy Cdrena, DS0.89 and SCSI Sullefing Con SihN Informs flan "AllAhta I— Tree¢ Ptafa Ina tw. do 7 1 n m 4 nn anew e..se MiTek' iaob JVB180072 CA -LOADING (psf) SPACING- 2-0-0 'TCLL 20.0 Plate Grip DOL 1.25 -CCDL 20.0 Lumber DOL 1.25 'BCLL 0.0 Rep Stress Incr NO 33CDL 10.0 Code IBC2015/TPI2014 ,UMBER- rrOP CHORD 2X4 DF No.1 &Btr G -:BOT CHORD 2X4 DF No.1 &Btr G AWEBS 2X4 DF No. 1&Btr G Residence K5638653 8.220 s Nov 16 2018 MiTak Industries, Inc. Tue Jan 22 16:52:57 2019 Page 1 ID:3_EekScHscHCIVSoEIBV4EyckNp-gw317iOevd1GzgsGmFaIIXZvS1 APtebvoKTRtzskuq 7-11-11 B 0 7-11.11 0 -5 Scale = 1:38.6 3x4 3x4 II 1.5x4 II 3-2.12 7-11-11 b•0•0 32-12 4-B-15 _ d•[t•5 CST. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.26 Vert(LL) -0.02 4-5 >999 240 MT20 2201195 BC 0.19 Vert(CT) -0.07 4-5 >858 180 WB 0.07 Horz(CT) -0.02 3 n/a n/a Matrix -MP Weight: 29 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OEACTIONS. All bearings 0-5-8 except (jt=length) 3=Mechanical, 4=Mechanical. (lb) - Max Horz 6=219(LC 5) Max Uplift All uplift 100 lb or less at joints) 3 except 6=-106(LC 7), 5=-246(LC 5) Max Grav All reactions 250 lb or less at joint(s) 6, 3, 4 except 5=772(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. "VEBS 2-5=-544/243 N .MOTES- Wind- ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-10-15; cantilever left and right exposed ; and vertical left and right exposed; 11 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. !) " This truss has been designed for a live load of 20.Opsf 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. i)) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 1) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 6=106, 5=246. 7) 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) Standard Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-80, 6-8=-20, 4-8=-45(F=-25) �a,; EssloN C 70068 *` EXR 9-30-202q . %* January 23,2019 ,& WARNING - Verily design peramefens and READ NOTES ON THIS AND INCLUDED MIIEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only wish 1rlrTek$zonnodom- This design Is based only upon pammetafs shown. and [s for an indmdual Wltdlnp componenl, not a Ifo6R ayltem. 6afore uao, the bullding dattner must verfy the appllrvbilq of design p8ra meters and properly incorporate Will de8lgn Into the ovoraa building daslgn. Bracing indimiod Is to prevent buckling el Indlvkluai Truss web andlor chord members ohy. Addilional temporary and permanent bracing Is always required for atabl[ly and la prevent collapse vAlh p=ib[e personal injury and property damage. For qumfal guldance regnrdmg the fabrtcadon, siorage. dalwery, erection and bracing of trusses anse d truss ayalerm, a ANSYTRf Onallty CAwig. DSO.82 and BCSf Buffding Component SalaryInformation available from Truss Maio Instllufa, 218 N. Lae Simi, Suite 312, Alexandria, VA 22314, I Re ' 250 Klug Circle Corona, CA 92880 I uss PK: e lQty Ply Zerbst ResidenceK5638656 80072 EK402A EN 1 1 Job Reference (optional) tgra Truss, Banning, CA 8.220 s Nov 16 2018 MiTek Industries, Inc, Tue Jon 22 16:52:59 2019 Page 1 I D.cZvBskxoK9dlicTFiwxMQyAOKk-clB2Y01 vRFH_C80f wmgylJPq! Ito5tM8paWizskuo 1-f 1-11 l 1-11-14 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 20.0 Lumber DOL 1.25 BCLL 0.0 " Rep Stress Incr YES BCDL 10.0 Code IBC2015/TPI2014 LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF No. 1&Btr G Scale: 3/4"=l' 1.5x4 II 1-11.17 CSI. DEFL. In (loc) I/deft L/d PLATES GRIP TC 0.04 Vert(LL) 0.00 5 >999 240 MT20 220/195 BC 0.02 Vert(CT) -0.00 4 >999 180 WB 0.01 Horz(CT) 0.00 2 n/a n/a Matrix -MP Weight: 10 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc puriins, except and verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=91/0-5-8, 2=73/Mechanical, 3=18/Mechanical Max Horz 5=91(LC 5) Max Uplift 2=41(LC 4), 3=-33(LC 5) Max Grav 5=91(LC 1), 2=94(LC 9), 3=54(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exlerior(2); cantilever left and right exposed ; end ved ai 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 nonconcurrenl with any other live loads. 3) ' This truss has been designed for a live load of 20.0paf 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 reducllon of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connecllons. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 lb uplift at joint 2 and 33 lb uplift at joint 3. Q�pFES51p� �M1,Nc 2y Fyc C 70068 January 23,2019 ® WARNING - Varfry design pmrmorera and READ No MS ON MIS AND INCLUDED ArrrEK REFERENCE PAGE Nf1S/73 rov. 1L M0,16 BUORE uSE � 006Vn valid for use only %pith MiTae& omnacters. This design Is bawd only upon pararrmlars slwwn, and Is for an individual budding oonrWont, not a Irusa sy6 turn &afore use, the building designer musl verify She OWHCabtlity of dsslgri paramalure and properly ipoorporata this dastgrt inie Ins ovardlt I' bulldlnidMW o design. Bracing Indh grad is to provonl buckling of lrdual Wise web antilor chard members only. Addlllonal tornporary end permananl bracing MITE R ig always requlrud for stawAy and W provent cdiepsa udlh pds5ibta pensonai injury and property damage. For general guklance regarding the fabtim Ilan, alordge, dallvary, arecllon and braoing of Irussas and (rues systems, yea ANSVMf Quality Crlferfs, D59-e9 and aC81 Building Campenaar 250 Klug Circle Safety fnrcrmdfron avaHabla from Truss Plats Institute, 216 N. Lao Street. Suite 312. Alexandria, VA 22314. ,,,, 244B1180072 I Truss Truss Type I,Qty Ply Zerbsl Residence IEK404 JACK -OPEN 1 1 Job Reference (optional K5638657 Banning, CA 8220 s Nov 16 2018 MiTek Industrles, Inc. Tue Jan 2Q 16:52:59 2019 Page 1 I D:cZvB5kXoK9dtjxTFiwxMQyAQKk-cIB2YOl vRFH_CBOftgcmgyfF8ggKtoytM6pa Wlzskuo 4.3-11 Scale=1:23.3 3x6 1.5x4 11 —COADING (psf) SPACING- 2-2-8 -TCLL 20.0 Plate Grip DOL 1.25 T`CCDL 20.0 Lumber DOL 1.25 -BCLL 0.0 Rep Stress Incr NO -a4CDL 10.0 Code IBC2015/TP12014 'UUMBER- 'rTOP CHORD 2X4 DF No.1&Btr G CBOT CHORD 2X4 DF No.1 &Btr G MWEBS 2X4 DF No.1 &BIT G 1.8 8 4-3-11 2-7-8 CSI. DEFL. in (10c) I/deft lid PLATES GRIP TIC 0.32 Vert(LL) 0.02 4 >999 240 MT20 220/195 BC 0.15 Vert(CT) -0.04 3-4 >999 180 WB 0.02 Horz(CT) 003 2 rl n/a Matrix -MP Weight: 16 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-3-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. AAEACTIONS. (lb/size) 5=226/0-5-8, 2=181/Mechanical, 3=45/Mechanical Max Horz 5=165(LC 5) Max Uplift 2=-103(LC 5), 3=-12(LC 5) Max Grav 5=226(LC 1), 2=235(LC 9), 3=91(LC 3) 'FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. r NNOTES- v�1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C i' Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-2-15; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 ! ) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,_3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide S 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 T )�) Refer to girder(s) for truss to truss connections. "96) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 103 lb uplift at joint 2 and 12 lb uplift at Iq joint 3. �pFESS10� C 70068 * ` 300-2020 January 23,2019 A WARNING - Vedry design parameters and READ NOTES ON THIS AND INCLUDED MlrEK REFERENCE PAGE 111II-7479 rev. 10/03/2015 BEFORE USE. DaOgn voHd for use only wllh MIT00 conmectora. 7nis design Is Imsed only upon psramalirs shown, and Is for an Individual buliding component, r,ul d truss system, Before use, Iho la tng designer must verify the epplicahility of design paramolms and pfopbry inowporale thi6 design Inlo the overall bulldtng design. Bracing Indlratad IS to prevent buckling of JndlyMmal truss web antVar shard mambos only. Adahlonal lomporary and parmanenl braGryr M iTek is always required for atuNtiy fold to prevent collapse with possible personal injury and property damage- For general guidance regarding the fubricalion, storage, dailvary, aracdon and brabrp of trusses and truss systems. Bee ANSYTPH Quallty CrIfw , DSO.89 sod BC51 Bulldfriy Component 250 Klug Circle Sa1ery InrormaNan available tmm Truss Plate InsRulo. 218 N. Lab 31raol, Salle 312. Alexandria, VA 22314. Corona, CA 92880 Job Truss Truss Type iQty Ply Zeirbal Residence WB180072 EtS410 JACK -OPEN 1 1 K5638664 Jab Refere�D Ifonal Integra Truss, Banning, CA 8.220 s Nov 16 2018 MiTek Industries. Inc. Tue Jan 22 16:53104 2019 Pane 1 1.5x4 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 20.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code IBC2015ITP12014 LUMBER. TOP CHORD 2X4 OF No.1 &Btr G BOT CHORD 2X4 OF No.1 &BIT G WEBS 2X4 DF No. 1&Btr G ID:r2vB5kX0K90JxTFlwxMQyA0Kk-zG_xb551 GnvHJvvcgDCxX7M72rigY01cWOWLBzzskuj 9-i 1-0 7.8-0 I— 10-143 10- $�i it 3.11-0 3.9.0 2-5-8 C-.3 I� 0 3x4 = 3x4 = Scale=1:46.5 _ 7.a-0 7 10�3.11 7_"Ms 2-6-3-- CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TC 018 Vert(LL) -0.14 7-8 >636 240 MT20 2201195 BC 046 Vert(CT) -0.42 7-8 >212 180 WB 014 Horz(CT) 0.00 7 n/a n/a Matrix -MP Weight: 41 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purllns, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except Ot=length) 8=0-5-8, 3=0-3-0. (lb) - Max Horz 8=269(LC 5) Max Uplift All uplift 100 lb or less stjoint(s) 5, 7, 4 except 3=-110(LC 5) Max Grav All reactions 250 lb or less at joints) 5, 4 except 7=351(LC 10), 8=373(LC 1), 3=268(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown BOT CHORD 7-8=-130/284 WEBS 2-7=-395/180, 2-8=-274/0 NOTES- 1) Whitt ASCE 7-10; Vult=110mph (3-second gust) Vasd=57mph; TODL=6.Opsf; BCOL=li.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 3-1-12. Interior(?) 3-1.12 to 10-2-15. 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.Opsf on the bottom chord in all areas where a rectangle 3-0-0 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 conneciinns. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7, 4 except (jt=1b) 3=110. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. Qe`4�ESSjaN� �o oMmG Z Fy z� }� 0 U C 70068 January 23,2019 A WARNING - V-H& deslpn parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MIP7473 rev. 101111312015 BEFORE USE. Desrgo valid for km only wilh MlTek$ conneclots, This dilaign Is based only upon paramalars shown, and is Iw an Individual buwieg compen-nl, net a truss system. Bgfvre use, the bullding daslgrr-r must varify tee-pplieabllny of design param-tors and properly Imorporate this doaign kilo the overall Nil building design. 8mring Indicated Is to provem buckling of individual tmas web "of chord members only. Additional lamparary and pelmarnant bracing MiTek is always required for stabilny and to pravant Wlspse with passlbfa Personal injury and property damage. For general gukfanca r"wding the fshdratlon, amra0-, del3vary. -recNon and bracing of buses and truss systems. eon ANSNTPH quasry Crflorfa, DS0.119 and SCSI Sallding Component 250 Klug Circle S-f-ty Inlvrnlation avarldble from Truea Plate Inslltut9, 219 N. Leg Sirew, Sulte 312, Alexandria. VA 22114. ------ ^...., ,Job Truss Truss Type Qty PlyZerbst Residence K5638665 VB180072 EK41OA JACK -OPEN 1 1 Banning, 1.5x4 _OADING (psf) SPACING- 2-0-0 TCLL 200 Plate Grip DOL 1.25 7 CDL 20.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES 3CDL 10.0 Code IBC2015/TP12014 0.220 s Nov 16 2018 M(Tek Industries, Inc. Tue Jan 22 16:53:05 2019 Page 1 ID:cZvB5kXoK9dj xTFiwxMQyAQKk-RSYJoR6g0527x3UpEwjA3DvIOFeoHTXmk1GujPzskui 3-11 6 7-8-0 9-5-3 3-11 6 3-8-10 1-9-3 Scale = 1:42.0 3x4 7-6-0 7• 953 7.8.0 a -8 f-7-11 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.16 Vert(LL) -0.14 6-7 >620 240 MT20 220/195 BC 0.46 Vert(CT) -0.43 6-7 >207 180 WB 0.14 Horz(CT) 000 6 n/a n/a Matrix -AS Weight: 40 lb FT = 20% '-UMBER- BRACING- rOP CHORD 2X4 DF No.1 &Btr G TOP CHORD SOT CHORD 2X4 DF No.1 &Btr G BOT CHORD NEBS 2X4 DF No.1 &Btr G 2EACTIONS. All bearings Mechanical except Qt=length) 7=0-5-8, 3=0-3-0. (lb) - Max Horz 7=251(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 4, 6, 3 Max Grav All reactions 250 lb or less at joint(s) 4, 3 except 6=348(LC 10), 7=376(LC 1) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. 30T CHORD 6-7=-130/282 VVEBS 2-6=-392/180, 2-7=-274/0 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. AOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat II; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 9-4-7; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 !) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf 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 lb uplift atjoint(s) 4, 6, 3. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. d) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. �oF�ssr�N �aQ aM►1�G z��� Z3 C 70068 EXR 940-2020 January 23,2019 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED UREK REFERENCE PAGE 6111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall As - building design. Bracing Indicated Is to prevent buckling of individual buss web and/or chord members only. Additional temporary and permanent bracing M iTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 Job Truss Tnu Type Qty Ply lZarbat Residence K5638666 WB180072 EN102 JACK -OPEN 2 1 Job Reference o Uonal l+ftgra Truss, Banning, CA 8.220 a Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:53:06 2019 Page 1 ID:cGr Ak06AM89BDbRx359OTygQzY-ve6iOn7lnOA_YD2?oeEPcQRVQfl8Oy2vzh?SFrzskuh 1-0-8 1-11-11 1-0-8 0-11-3 4x6 =8 3x6 11 7.50 12 Scale = 1:27 5 1-11-11 ~1.11.11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.06 Vert(LL) 0.01 6 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0.26 Vert(CT) 001 6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.06 Horz(CT) -0.05 4 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MP Weight: 20 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins, BOT CHORD 2X4 DF No. 1&Btr G except end verticals, and 2-0-0 oc purlins: 1-8, 1-2. WEBS 2X4 DF No. 1&Btr G "Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8: 2X6 DF SS G REACTIONS. (lb/size) 7=95/0-5-8, 4=31/Mechanical, 5=64/Mechanical Max Horz 7=264(LC 5) Max Uplift 7=-312(LC 4), 4=-18(LC 4). 5=-322(LC 5) Max Grav 7=286(LC 5), 4=40(LC 9), 5=276(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-544/536 WEBS 1-6=-517/588 NOTES- 1) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) 0-2-12 to 1-11-9; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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 lb uplift at joint(s) 4 except (jt=lb) 7=312, 5=322. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-80, 3-4=-80, 5-7=-30(F=-10) ��tif�ssroN,�� OMIiNG �. C 70068 120 + January 23,2019 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED Mr7EK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the appllcablllty of design parameters and properly Incorporate this design Into the overall J[ building design Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M i iT ek_ is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-Ba and BCSI Building Component 250 Klug Circle ..�- Carnly Inrn-.,.n1l.... -„nil-Ain f-n.n T- DI -le I..-11A n- �1G AI I -- .1-1C.. ., - ...... - 111. -A - -. .-... Residence K5638667 VB180072 EN104 JACK -OPEN 12 1 Job Referenceo tional Integra Truss, Banning, CA 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:53:07 2019 Page 1 I D:cGr_AkO6AM89BDbRx359OTy9QzY-Nrg4D77wYiirANdBLLle9e_fW3PRIPJ3CLl?olzskug M�-8 -a6 3.11.11 12U 2-11.9 I 4x6 =12 7.50 12 11 109 6 2X4 11 6 3x4 = 4 N Scale = 1:33 5 1.5x4 = Q 3-11-11 3.5-3 Plate Offsets f'0-0-00-1-12 1',0.3.4,0_�-4 20-1-12Q-0-0 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP 'CLL 20.0 Plate Grip DOL 1.25 TC 010 Vert(LL) -0.00 7-8 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 007 Vert(CT) -0.01 7-8 >999 180 3CLL 0.0 ' Rep Stress Incr NO WB 0.06 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MS Weight: 31 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins, 30T CHORD 2X4 DF No.1 &Btr G except end verticals, and 2-0-0 oc purlins: 1-12, 1-3, 3-8. WEBS 2X4 DF No.1 &Btr G *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 11-12: 2X6 DF SS G REACTIONS. (lb/size) 11=203/0-5-8, 5=97/Mechanical, 6=106/Mechanical Max Horz 11=258(LC 5) Max Uplift 11=-47(LC 4), 5=-64(LC 4). 6=-166(LC 5) Max Grav 11=203(LC 1), 5=128(LC 9), 6=179(LC 7) FORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. AOTES- 1) Unbalanced roof live loads have been considered for this design. 1) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) 0-2-12 to 3-10-15; 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. 1) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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. d) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 5 except Qt=lb) 6=166. �) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9i4F ESSIoN' LOADCASE(S) Standard s Otf1MG !) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) tr Vert: 1-3=-80, 4-5=-60, 10-11=-30(F=-10), 6-9=-30(F=-10) .0 C 70068 *k 'I- --)/ ) /* January 23,2019 r& WARNING - V n y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Balwo use. the building designer must verify the applicability of design pammeters and properly Incoq"ote this design Into the ovetall bukling design. Bracing indicated Is to proven! buckling of individual truss web andlorctwrd members only. Addieonm Temporary and permanent bracing MiTek In sways requirad for stability and Ic 0ravenl ro0opso with pos.iNo pomao a PnNry and propany damage. For general guldanoo regarding the fabdca0on, slwaga, delivery, nraOon and bracing of Iruases and Ituss systems, sea ANS"PIr Quality Chle,•lk DSB-89 and SCSI Building Component 250 Klug Circle Sarary Inrormflan available from Truss Plato Incldua. 218 N. Lan Slraol, Suitt 312, Alexandria, VA 22314. Corona, CA 92800 Truss (Truss Type Iaty Ply ZsK563B668rM Resktenee 80072 �EN106 JACK -OPEN 2 1 Integra Truss, Banning, CA 4x6 = 12 0.220 s Nov 16 2018 MITek Industr+es, Inc. Tue Jan 22 16:53:08 2019 Page 1 ID:cGr_AkO6AM89BDbRx359OTy9QzY-r1 DSQSBYJOQioWCOv3GIhrXlnTfmUrcCR?UZKkzskuf 1-0-6 ✓ 44 4-11-3 0-6-0 7.50 12 14 5 2x4 II2r4 II 2x4 = L&4 Scale = 1:48.8 M3 8 8 B-1' 1 A 2-3-8 Plate Offsets (X,Y)— LOADING (psf) SPACING- 2-3-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TC 0.39 Vert(LL) 0.10 7 >659 240 MT20 220/195 TCDL 200 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.18 7-8 >381 180 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(CT) 0.13 5 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MS Weight: 37 lb FT = 20% LUMBER- 11 BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins, BOT CHORD 2X4 DF No.1 &Btr G except end verticals, and 2-0-0 oc purlins: 1-12, 1-3. 3-8. WEBS 2X4 DF No.1&Btr G "Except" BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 11-12: 2X6 DF SS G 6-0-0 oc bracing: 9-10. REACTIONS. (lb/size) 11=348/0-5-8. 5=197/Mechanical, 6=151/Mechanical Max Horz 11=340(LC 5) Max Uplift 11=-16(LC 4), 5=-113(LC 5), 6=-133(LC 5) Max Grav 11=348(LC 1), 5=258(LC 10), 6=226(LC 10) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown TOP CHORD 3-8=-283/361, 3-4=-310/169 BOT CHORD 10-11=-264/177 WEBS 4-7=-398/407 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) 0-2-12 to 5-5-3, Interior(1) 5-5-3 to 5-10-15; 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.Opsf 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 lb uplift at joint(s) 11 except Qt=lb) �*r1r5Slp1�, 5=113, 6=133. OQ� 1�. 9) Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. y<fr �M 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) Standard J C 7068 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) EXR 9-30-2020 Vert: 1-3=-90, 4-5=-90, 10-11=-32(F=-10), 6-9=-32(F=-10) * *-% *� January 23,2019 A WARNING - VerUy design parameters and READ NOTES ON THIS AND INCLUDED NIIEK REFERENCE PAGE Nit-7473 rev. IOM312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not f a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I Mi�• O I is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and SCSI Building Component 250 Klug Circle 11 I,ob Truss Truss Type Qty Ply ZefbBt ResIda no* K5638669 /B180072 1EN204 Jactc-Operf 2 1 Job Reference p tfonal Integra Truss, Banning, CA 8.220 s Nov 16 2018 MiTek Industries, Inc. Ttla Jerk 22 16:53-.08 2019 Page 1 ID:bSUDdOa4ZSwzOXmxYbVZgcy80lD-r1 DSQS8YJ0QioWCOv3GthrXpkTmMUrzCR7UZKkzskuf 2-2-3 2� 2-3 7.50 12 Scale = 1:33.9 3x6 5 4 3 1.5x4 11 3x4 = Plats Offsets (X,Y)— I4:EdAe.04-5] LOADING (psf) SPACING- 2-0-0 CSI. 'CLL 20.0 Plate Grip DOL 1.25 TC 0.13 TCDL 20.0 Lumber DOL 1.25 BC 0.02 3CLL 0.0 Rep Stress Incr YES WB 0.10 BCDL 10.0 Code IBC2015/TP12014 Matrix -MP LUMBER - TOP CHORD 2X4 DF No.1 &Btr G 30T CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF No. 1&Btr G REACTIONS. (lb/size) 5=98/Mechanical, 2=79/Mechanical, 4=22/Mechanical Max Horz 5=221(LC 5) Max Uplift 5=-197(LC 7), 2=-45(LC 4), 4=-303(LC 5) Max Grav 5=315(LC 5), 2=102(LC 9), 4=297(LC 7) IORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. fOP CHORD 1-5=-303/216 WEBS 1-4=-300/344 2.2-3 DEFL. in (too) I/deft Ud PLATES GRIP Vert(LL) -0.00 5 >999 240 MT20 220/195 Vert(CT) -0.00 4-5 >999 180 Horz(CT) -0.01 2 n/a n/a Weight: 19 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - Wind: ASCE 7-10; Vult=11 Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1 60 !) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf 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. i) Refer to girder(s) for truss to truss connections. d) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 5=197,4=303 Q�OFESSIO QMING r �0 Gym C 70068 January 23,2019 WARNING - Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NII-7473 rev. 10103/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall MR' building design. Bracing indicated Is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing MiTek' a always "urred for stability end to prevent collapse with possible personal Injury and proparty damage. For gerteret guidance regafoing the fabrication, llerage, delivery, erection and bracing of trusses and trues systems, sea ANSYTPII Quality Crthwk DEE-89 and SCSI Building Component 250 Klug Circle Safarylnformruon available From Truss Plate Institute, 2t8 N. Leo Street, Sulto 312, Naxandrie, VA 22314. Corona. CA 92880 80072 Integra Truss, Banning, CA Type IIOty IPly IZerbsl Residence K5638670 7.50 3x6 4-2-3 ��Jata ReTerence a tfonal 1 8.220 s Nov 16 2016 MITak industries, Inc. Tus Jan 22 16:53:09 2019 Page 1 ID:bSUDdOa4ZSwzOXmxYbVZgcyBOtDJDngeo9A4JYZPgnaTmn6E33zvsOJDljMffE6sAzskue 3 1.5x4 3x4 = LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip COL 1.25 TC 0.23 TCDL 20.0 Lumber DOL 1.25 BC 0.43 BCLL 0.0 Rep Stress Incr YES WB 0.13 BCDL 10.0 Code IBC2015/TP12014 Matrix -MP LUMBER - TOP CHORD 2X4 DF No. 1&Btr G BOT CHORD 2X4 DF No. 1&Btr G WEBS 2X4 DF No. 1&Btr G REACTIONS. (lb/size) 5=199/Mechanical, 2=159/Mechanical, 3=40/Mechanical Max Horz 5=273(LC 5) Max Uplift 5=-19(LC 7), 2=-90(LC 5), 3=-186(LC 5) Max Grav 5=208(LC 5), 2=206(LC 9), 3=217(LC 7) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-5=-410/251 WEBS 1-4=-402/475 4-2-3 a-2-3 DEFL. Vert(LL) Vert(CT) Horz(CT) In floc) I/deft Ud PLATES GRIP 0.07 4 >668 240 MT20 220/195 -0.07 4 >662 180 -0.16 2 n/a n/a BRACING - TOP CHORD BOT CHORD Scale = 1:39.9 Weight: 25 lb FT = 20% Structural wood sheathing directly applied or 4-2-3 oc purllns, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-1-7; 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 pat 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 lb uplift atjoint(s) 5, 2 except (jt=lb) 3=186. ��pr� ESSlpN� �w0 Q 1NG 90 C 70068� January 23,2019 WARNING - Verily dealgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7477 rev. I&V312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Crgoaa, DSB-69 and SCSI Building Component 250 Klug Circle .rob 'Truss Truss Type IDty Ply ;Zerbst Residence K563B671 JB180072 F01 CALIFORNIA GIRDER 1 1 Job Reference o tional Integra Truss, Banning, CA 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:53:10 2019 Page 1 ID:rWmLNgfRgOU3egML 54QSTyo4?k.nQLCrBAordgQlgMmlUJLmGc6cGNeytyVu,1_fodzskud 4-2-8 6.9.13 7-0.8 10-6-2 13.9.8 14-9-8 �— +-— 4-2-8 8 11 2 0-10 — 6.11 3-1-10 33-6 Scale=1:28.5 6x8 = 4.00 12 4x6 5x6 LUS24 6x6 = 4-2-8 1 3.2.0 &B-G Plate Offsets ()(,Y)— 12-0-4-0,0.1-421, I7:0.3.0,0.441, [8:04-0,04-01, [9:A-3.8,04.81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft Ud PLATES GRIP rCLL 20.0 Plate Grip COL 1.25 TC 0.36 Vert(LL) 0.05 B-9 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.10 8-9 >999 180 3CLL 0.0 ' Rep Stress Incr NO WB 0.51 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code IBC2015frP12014 Matrix -MS Weight: 89 lb FT = 20% LUMBER. BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 4-1-15 oc purlins, 30T CHORD 2X4 DF No.1 &Btr G *Except* except end verticals, and 2-0-0 oc puffins (4-1-10 max.): 2-3. 7-11: 2X6 DF SS G BOT CHORD Rigid ceiling directly applied or 7-0-6 oc bracing. NEBS 2X4 DF No.1 &Btr G 1EACTIONS. (lb/size) 12=1990/0-5-8, 7=1551/0-5-8 Max Horz 12=-138(LC 4) Max Uplift 12=-1568(LC 4), 7=-924(LC 5) Max Grav 12=2520(LC 26), 7=1768(LC 26) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2455/1547, 2-3=-2319/1448, 3-4=-2457/1499, 1-12=-2214/1366, 5-7=-262/142 SOT CHORD 8-9=-1425/2326, 7-8=-956/1749 WEBS 2-9=-415/324, 2-8=-143/306, 3-8=-145/708, 4-8=-652/951, 4-7=-2250/1266, 1-9=-1677/2633 40TES- 1) Unbalanced roof live loads have been considered for this design. ?) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-4-4, Exterior(2) 4-4-4 to 11-7-7, Interior(1) 11-7-7 to 14-10-1; 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. o) " This truss has been designed for a live load of 20.Opsf 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. 3) 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 lb uplift at joint(s) except (jt=lb) ESSX) 12=1568, 7=924 8) Graphical purlln representation does not depict the size or the orientation of the puffin along the top and/or bottom chord e�,,Qf ��Q ()gi G 3) Use Simpson Strong -Tie LUS26 (4-10d Girder, 3-10d Truss, Single Ply Girder) or equivalent at 1-7-8 from the left end to connect truss(es) to front face =Q 90 of bottom chord. U Ci 70068 10) Use Simpson Strong -Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent at 3-7-8 from the left end to corinect ;0 truss(es) to front face of bottom chord. 11) Use Simpson Strong -Tie LUS26 (4-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent at 4-9-4 from the left and to connect • EXR 9-30-2020 truss(es) to front face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 13) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. V )L tiP 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 252 lb down and 195 lb up at �1F 4-9-3, and 271 lb down and 116 lb up at 5-9-8, and 323 lb down and 566 lb up at 6-9-12 on top chord, and 1144 lb down and 448 lb up at 6-10-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. January 23,2019 SE S I section loads a v viied to the face of the Iuss are noted as front F or hack 8 . WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED NREK REFERENCE PAGE MII-7473 rev. 10103/2015 BEFORE USE. Design valld For use only with MIT&S connectors. This design is based only upon parameters shown, and is for an individual building component, not a trues system. Before use, the building designer must verify the applicability or design parameters and properly Incorporate this design Into the overall building design. Bracing indlcated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary end permanent bracing r, p V l I ITe k Is ehvaya mgWrud For slabiI4 and to pravent collepso with possible personal Inju1y and property damage- Far ganerab guidance regarding the fab rIcalion, slwage, dellvery, erection and braccing of Irusms and truss ayolelms, bee ANSVTPFI 4ueffly Crilerls, DSa-Sa and SCSI Building Component 250 Klug Circle SafelyInfannetlan avaibaA[e from Truss Plate InsOtuto, 21a N- Leo Street. Suhe 312, Alsxandrfa, VA 22319. corona_ CA 92a90 Job Truss Truss Type �Qty pP:y Zerbsl Residence K5638671 WB180072 F01 — CALIFORNIA GIRDER 1 1 Job Reference (optional) Integra Truss, Banning, CA 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:53:10 2019 Page 2 ID:rWmLNgfRg0U38gML_5?QBTycQ?k-nQLCrBAordg01gMm1 UJLmGc6cGNeyfyVuJ_fOdzskud LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 3-5=-80, 5-6=-80, 7-12=-20 Concentrated Loads (Ib) Vert: 10=-21I 14=-134 15=-271 16=324 18=-278(F)19=-262(F)20=48(F)21=-1144(F) WARNING - Vedy design parametms end READ NOTES ON THIS AND INCLUDED Mr7EK REFERENCE PAGE INII-7473 rev. 100=15 BEFORE USE. Design valld for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 0 fabrication, storage, dellverv, erection and bracing of trusses and truss systems, see ANS11TFI1 Quality Criteria, DSB-89 and SCSI Building Component 250 Klug Circle yob Truss Truss Type sty Ply ierbst Residence K5638672 JB180072 IF02 CALIFORNIA GIRDER i 1 1 Job Reference ❑ Rionalj Integra Truss, Banning, CA 8.220 s Nov 16 2018 MlTek Indust(ies. Inc. Tue Jan 221853:11 20ig Page 1 ID:tgWoF?a101000i2XGWUurwyA3Kp-Fcvb3UARcxoHf xzaBgaJU9EagIrhOUe7zjDx3zskuc 7-4-8 4-2-8 4-g-3 6-9-13 7 2-1 10-6.2 13-9-8 14-9-8 4-2-8 -0-11 2-0-10 -1 3-1-10 3-3-6 1-0-0 0-1-12 Scale = 1:30.3 4.00 12 4x8 = 5x12 = 3x14 M18SHS 11 7x10 = Special 6x6 = Special NAILED 4-" 7 B 13-" 4-9-0 2-7-8 6.5.0 Plate Offsets [X,Y)= LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud rCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.07 8-9 >999 240 TCDL 20.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.09 8-9 >999 180 3CLL 0.0 ' Rep Stress Incr NO WB 0.88 Horz(CT) 002 7 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD 30T CHORD 2X6 DF SS G WEBS 2X4 DF No.1&Btr G BOT CHORD REACTIONS. (lb/size) 10=1718/0-5-8, 7=1552/0-5-8 Max Horz 10=-145(LC 4) Max Uplift 10=-1981(LC 4), 7=-1450(LC 5) Max Grav 10=2815(LC 24), 7=2300(LC 26) IORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. rOP CHORD 1-2=-3307/2395, 2-3=-3243/2370, 3-4=-3485/2452, 1 -1 0=-2756/1983, 5-7=-275/157 90T CHORD 8-9=-2311/3346, 7-8=-1542/2350 NEBS 3-8=0/648, 1-9=-2527/3472, 4-8=-1160/1522, 4-7=-3030/2011, 2-9=-362/634, 3-9=-335/92 6x6 = PLATES GRIP MT20 2201195 M18SHS 220/195 Weight: 88 lb FT = 20% Structural wood sheathing directly applied or 3-6-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-1 max.): 2-3. Rigid ceiling directly applied or 5-5-13 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-2-0, Exterior(2) 4-2-0 to 11-5-11, Interior(1) 11-5-11 to 14-10-1; 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) 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.Opsf 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. /) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 10=1981,7=1450. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 424 lb down and 481 lb up at 4-9-3, and 242 lb down and 101 lb up at 5-3-4, and 517 lb down and 924 lb up at 6-9-12 on top chord, and 1700 lb down and 1383 lb up at 4-8-15, and 1507 lb down and 661 lb up at 6-10-1 on bottom 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). _OAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 <cd dM�N G 2 Fy C 70068 EXR 9-30-2020 ^k >tr January 23,2019 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE 11111-7479 rev. 10iO3/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must vertfy the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTIal1 Quality Criteria, DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona. CA 92880 Job Truss Truss Type INB180072 F02 CALIFORNIA GIRDER Integra Truss, Banning, CA LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 3-5=-80, 5-6=-80, 7-10=-20 Concentrated Loads (lb) Vert: 9=-328(B) 12=-284 13=-242 14=300 17=-49(B) 18=-1222(B) Qty Ply Zerbst Residence K5638672 1 1 .Job Reference (optional) 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:53:11 2019 Page 2 ID:tgWoF?a1O1000i2XGWUurwyA3Kp-Fcvb3UARcxoHf xzaBgaJU9Eagirh0Ue7zjDx3zskuc A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK RtFL riLHL'f PAGE MII-7473 rev. 10V03,2015 BEFORE USE. ' Design valld for use only with MITeIM connectors. This design Is based only upon parameter: shown, and Is for an Individual building component, not a trues system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall 7 building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing lA q !Te k. is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSMII Quality Criteria, DSB-BB and SCSI Building Component 250 Klua Circle luob 'Truss Truss Type lQty Ply ;Zerbst Residence K5638673 JB180072 G01 GABLE 1 1 I ,lob Reference o tp ipnal Integra Truss, Banning, CA 8.220 s Nov 16 2018 MiTsk Industries, Inc. Tue Jan 22 16:53:14 2019 Page 1 ID:rWmLNgfRgOU38gML_5?QBTycQ?k-gBbjh WDJvsAsW RgXGJNHx6ngMtmnuVN5pxytYOzskuZ 5-7-8 11.1-0_ 144-0 5-7-0 5-5.8 13-5-0� 3x8 = 3x4 11 4x6 = 3x10 = Scale = 1:26.4 3x6 = 3x6 = 6x6 = 15 14 13 12 11 10 9 2X4 11 6x8 = Plate Offsets (X,Y) - f5:O 3-S,0-1-$].[19:0-1.11,0.0.1a.],-j2O.0-1.11,0-D-12], [34:0.1-8,0.0-12j, j36.D-1-f LOADING (psf) SPACING- 2-0-0 CSL DEFL. iCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) TCDL 20.0 Lumber DOL 1.25 BC 021 Vert(CT) 3CLL 0.0 ' Rep Stress Incr YES WB 0.36 Horz(CT) BCDL 10.0 Code IBC2015(TPI2014 Matrix -MS in (loc) I/deft L/d PLATES GRIP -0.03 8-9 >999 240 MT20 220/195 -0.10 8-9 >773 180 -0.01 8 n/a n/a Weight: 114 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD 2-0-0 oc puffins (6-0-0 max.): 3.4, 2-11, 1-7, except end verticals. 30T CHORD 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 5-10-4 oc bracing. WEBS 2X4 DF No. 1&Btr G "Except" 1-15: 2X6 DF SS G OTHERS 2X4 DF No. 1&Btr G REACTIONS. All bearings 7-11-8 except (jt=length) 8=Mechanical. (lb) - Max Horz 15=161(LC 14) Max Uplift All uplift 100 lb or less atjoint(s) 14 except 15=-306(LC 11), 11=-944(LC 11), 8=-888(LC 14). 9=-141(LC 14), 10=-210(LC 3) Max Grav All reactions 250 lb or less atjoint(s) 14, 13, 12 except 15=385(LC 16), 11=1012(LC 20), 8=997(LC 19), 9=550(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. FOP CHORD 3-15=-357/293, 4-11=406/235, 24=-425/253, 1-2=-867/834, 2-5=-1118/1119, 5-6=-1129/1142, 6-7=-713/698 30T CHORD 14-15=456/459, 13-14=-723/726, 12-13=-989/993, 11-12=-1344/1347, 10-11=-326/321, 9-10=-555/550, 8-9=-898/990 NEBS 3-11=-635/658, 5-9=-999/1013, 5-11 =-1 147/1187, 6-9=-1335/1296, 6-8=-1308/1308 VOTES- 1) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 14-4-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding of ESSIO 1) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. �Q� �� G(�. !U i) This truss has been designed for 10 a 0 psf bottom chord live load nonconcurrent with any other live loads. 7) " This ?� }Q� truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide [� C 70068 Cn will fit between the bottom chord and any other members.70 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 R 9-30 020 l0) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except (jt=lb) 15=306, 11=944, 8=888, 9=141, 10=210. 11) This truss has been designed for a total drag load of 200 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist \Q drag loads along bottom chord from 0-0-0 to 14-6-0 for 200.0 plf. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 23,2019 AWARNING - V nTy design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERENCE PAGE MII-7473 rev. 1"3/2015 BEFORE USE. ' 1 Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual buss web and/or chord members only. Additional temporary and permanent bracing MrTe�C is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Cnrnna CA 92RRn Job Truss Truss Type 'Oty Ply ZBrbSt Res] deIn K5638673 WBIB0072 G01 GABLE 1 1 Joh Reference (optional) Integra Truss, Banning, CA 8.220 s Nov 18 2018 MITak Industries, Inc. Tue Jan 22 11153:14 7.019 Page 2 ID:rW mLNgfRg0U3BgML_5?QBTycQ?k-gBbjh W DJvsAsW RgXGJNHx6ngMtmnuVN5pxytYOzskuZ NOTES- 13) Hanger(s) or other connection devlce(s) shall be provided sufficient to support concentrated load(s) 194 lb down and 220 lb up at 5-9-4, 145 lb down and 114 lb up at 7-8-4, and 143 lb down and 110 lb up at 9-8-4, and 48 lb down and 27 lb up at 11-8-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-80, 2-7=-80, 8-15=-20 Concentrated Loads (lb) Vert: 5=-52 2=-62 41=-52 42=-0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED NIIEK REFERENCE PAGE Nil-7479 rev. 10,V3/2015 BEFORE USE. ' peslgn valid for use only with MITokO cannoclnrs. This design Is bawd only upon parame iers shown, find is for an Individual bullding Component, not a truss syelam. Bofors use. "bullding designer must vartfy the appllmbllity of deelgn peramatom and property Incorporate this design Intel the overall bullding duslgn. Braving Indlcaled la to prevent bucAing of individual truss web andlor chord members only. AddWonal romporary and fmmn nanl bracing M)Tek' is always required for slabitily and to proveni collapso wilh possibry porsonal injury and property damage. For general guidance rogarding Ihu fabricatlw. storme. delivery, oredMn and brecino of trusses sad uVas syslems. see ANSAM Quality Criteria. DS$-sip end BCSI aullding Componow 250 Mun Circl ob 'Truss Truss Type City Ply Zerbst Residence K5638674 JB180072 G02 CALIFORNIA 1 1 Job Reference bona! mtcgra 1 russ, oanning, L'A Plate Oft 13 QC,Y)» [7:0-M Ed L__ 8.220 s Nov 162018 MiTsk Industries, Inc. Tue Jan 2216.153:152D19 Page 1 ID:rWmLNgfRgOU38gML_5?QBTycQ?k-8N95vsExg9lj7bFkp1 u WTKJzSH5cdJE2bhQ4gzskuY 6-4-0 $ 1 _15 11-0-0 34�-0 fF 0 1 0-4-15' —3_6_0 5-13 4.00 12 Scale = 1:27.2 4x4 1.5x4 II 1.5x4 II 3x4 - 1.5x4 II 1.5x4 II 3x4 — 6-0-0 5-7-8 8 ti I L14-12� X_ 5-7-a 1 i4ft &9�a LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.04 11-12 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.19 11-12 >457 180 9CLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MS Weight: 82 lb FT = 20% WMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 30T CHORD 2X4 DF No. 1&Btr G except end verticals. WEBS 2X4 DF No. 1&Btr G "Except" BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 12-13: 2X6 DF SS G ZEACTIONS. (lb/size) 12=367/0-5-8, 8=332/Mechanical, 9=714/0-5-8 Max Horz 12=-220(LC 4) Max Uplift 12=-85(LC 4), 8=-75(LC 5), 9=-62(LC 5) Max Grav 12=371(LC 10). 8=341(LC 10), 9=727(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-252/87 NEBS 5-9=-398/106 AOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 144-4; 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. 1) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. d) A plate rating reduction of 20% has been applied for the green lumber members 7) Refer to girder(s) for truss to truss connections. J) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 8, 9. 4of ESS10N,1C 4 N IS C 70068 *\ -_1% li /* January 23,2019 WARNING - V d& design parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE N11-7473 rev. 10103,2015 BEFORE USE. Design valid foi use only with MITskO ccnnociom- This design is based only upon paramelers shown, and is for an Indlvklual building wrnpononl, not a truss system. Befom use, Iris bullding designar must varlfy Iho apptic"Ilty of de6lgn parameters and properly Incorporate Otis design ini0 the ovi3rZilt buhding design, Bracing Indicated is to prevent bwitling of individual truss wab andlor chard n-.arribers only. Addlllonal InrnrAnvy and permanent bracing M iTek is alwbye "uired for glnOily and to prevent collapse with possibia personal injury and prr Deny damps, For ganoral guidance raggirdlrlg the fabdtcntlon, storage. daiivary, erection and bracing or trusses and truss syalema, see ANSl7Plf 4uaffly Crfterla, OSB-89 and SCSI aulldlnp Componenf 250 Klug Circle Safety fnfwmaUon avnilehlo from Truss Plate Inalitutd, 218 N. Len Street, 5uile 312, Alexandria, VA 22314. Corona, CA 92880 Job Truss Truss Type Qty Ply Zerbst Residence K5638675 WB180072 G03 MONOPITCH 1 1 Job Reference (optional) Integra Truss, Banning, CA 8.220 s Nov 16 2018 MITek [nduslr", Inc. Tue Jan 22 16:53:113 2010 Page! I D: rW mLNgfRgOU3BgM L_5?QBTycQ? k-cZi U6C EZRTQal I pwN kPIOXs7 Bh SJ M PkOG FR_cGzs kuX 5.7-3 :7-10-3 B-B-15 70 3 1 11.1-13 14-6-0_ 5-7-8 2-2-11 i 12 1� 2 t-111.12 3-4-3 4J70 12 1.&4 114x8 = 4x12 5 17 3xli II 6x8 = ono Special Special Scale = 1:32.7 5-74 7-8.12 7-10-3 11.1.13 14-" 6-7-82.9 -d_ 1 0.7 �7 ;3_-3.1 Li 34-3 Plate Offsets (X,Y)» [1:0-3-O:Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deg Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.04 8-9 >999 240 MT20 2201195 TCDL 20.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.12 B-9 >655 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.36 Horz(CT) -0.00 B n/a n/a BCDL 10.0 Code IBC20151TPI2014 Matrix -MS Weight: B6 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 DF No. 1&Btr G except end verticals. WEBS 2X4 DF No.1&Btr G "Except" BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 11-12: 2X6 DF SS G REACTIONS. (lb/size) 11=281/0-5-8, 9=121B/0-5-8, 8=291/Mechanical Max Horz 11=-218(LC 4) Max Uplift 11=-123(LC 4), 9=-251B(LC 5). 8=401(LC 23) Max Grav 11=313(LC 27), 9=3096(LC 24), 8=582(LC 21) FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1 -11 =-252/87, 3-4=-849/946, 4-5=-722/790, 5-6=-783/873 BOT CHORD 8-9=-412/410 WEBS 2-10=-1737/1836, 2-3=-1802/1956, 4-9=-550/380, 3-9=-1902/1730, 6-9=-950/804, 6-8=-533/579 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 14-4-4; 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.Opsf 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. 551QN� 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) ��r�E �QPQM�N G zyq yc- 11=123, 9=2518, 8=401. load(s) 162 lb down 133 lb = 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated and up at p 8-9-0, and 80 lb down and 45 lb up at 9-8-4, and 180 lb down and 209 lb up at 10-3-1 on top chord, and 932 lb down and 919 lb u p U C 7�068 X at 5-8-4, and 914 lb down and 916 lb up at 5-8-4 on bottom chord. The d sign/selection of such connection device(s) is the responsibility of others. 1 &30 2020 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 ❑ Uniform Loads (plf) Vert: 1-2=-80, 3-5=-80, 5-6=-80, 6-7=-80, 8-11=-20 January 23,2019 A WARNING - verify design pammeters and READ NOTES ON THIS AND INCLUDED MIrEK REFERENCE PAGE Ml1.7473 rev. 10A13/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bullding design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only Additional temporary and permanent bracing M iTe k is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrlcatloo, alorage, dnbvery, erectlgn and bracing of trusses and truss systems, see ANSI?PI1 Quality Crftada, DSB-80 and BCSI Building Component -r... r r..,-- ore.e i.,-ra, ae 91a ni i ee Q # c„ae 919 Aie„e,.nde %1A 99%1A 250 Klug Circle r ...,.:a re o9aan ob Truss Truss Type Qty Ply Residence K563B675 JB180072 IG03 MONOPITCH 1 1 lZerbst _ Job Reference (optional) *.Z4U S lWV I LU16 MI I eK Industries, Inc. TUe Jan 22 18:53:10 2019 Pago 2 ID:rWmLNgfRg0U38gML_5?QBTycQ?k-cZiU6CEZRTQallpwNkPIOXs7BhSJMPkOGFR_cGzskuX LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=-96(F=-53, B=42) 14=-91 15=-80 16=-111 A WARNING - VerHy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7479 rev. 10103*013 BEFORE USE. Doalgn vend for use only with MITekK d]nfFaclore. Thle d"gn is based only upon parameters shown, and iS lot an individual building Component, nor a (rues 8y61um Before usa, the building desrgnar must ma* the appbcabllity ofdastgn parameters and lampasty incorporale Shia doargn into the overall bulydInq deslgn. Bracing lndk *d Is to prevant buckling o! Individual Mm web endfar chard members only, Additional lemperary and permanent btadrvif' l rs a%vays required for alabllily and to proven) collapse with possible pemcnar JNury and property damage. Far ganeml guidance rogard ilia rabricallon, storage, dellvery, eredon and bredng of trusses and truss systems, see ANSVTPI1 Ouagfy Crfterfe, DSB-SP andd BOW BuIlding Component $x" IMo7mmdon availabld from Truss Plate Instilule, 216 N. Lea Street, Sulte 312, Aloxandrkr, VA 22314, 250 Mug Circle Corona, CA 92880 Job Truss Truss Type City Ply ResldencB �Zerbsl K5638676 INBIB0072 G04 ROOF SPECIAL 1 1 ,lab Rtlfererroe factionall Integra Truss, Banning, CA 8.22D s Nov 16 2013 MITak IndusVfes; Inc. I us Jan 22 16:53:1 / 20ig rage I ID:ANmLNgrR90U38gML_570STycQ7k4mG8JXFBCnYRNv06xSx_ZIOIM51N51oXVvAX8j23ku W fi-748 9.6-0 13.8-2 I _ 18-0-0 5-7-8 ' 3-10-8 i 4-2-2 4-3A4 1.5x4 Bate Offsets KY)— [1:0 W.Edgel, i2.XI-4-4�&g2q LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 20.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code IBC2015/TPI2014 LUMBER - TOP CHORD 2X4 DF No 1 &Btr G BOT CHORD 2X4 DF No. 1&Btr G WEBS 2X4 DF No. 1&Btr G "Except" 10-11: 2X6 DF SS G REACTIONS. (lb/size) 10=873/0-5-8, 7=878/0-5-8 Max Horz 10=-242(LC 12) Max Uplift 10=-053(LC 11), 7=-924(LC 14) Max Grav 10=1183(LC 18), 7=1466(LC 15) 4.00 12 500 = Scale = 1:34.9 a N 3xB = 6x6 = 9-6-0 116 p 1&p 0 s,1n:s 2-z.a 6.40 CSL DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.33 Vert(LL) -0.11 7-8 >999 240 MT20 220/195 BC 0.41 Vert(CT) -0.35 7-8 >613 180 WS 0.77 Horz(CT) 0.05 7 n/a n/a Matrix -MS Weight: 99 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-5-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-2-15 oc bracing. WEBS 1 Row at midpt 2-10 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-965/973, 3-4=-714/726, 4-5=-1520/902, 5-6=-846/819 BOT CHORD 9-10=-1641/2729, 8-9=-721/1696, 7-8=-1205/1733 WEBS 4-8=-261/690, 5-8=-542/627, 5-7=-2069/1490, 2-10=-2795/1764, 2-8=-860/357, 2-4=-1555/904 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat II; Exp C; Enclosed; C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 9-6-0, Exterior(2) 9-6-0 to 12-6-0, Interior(1) 12-6-0 to 17-10-4; 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.Opsf on the bottom chord in all areas where a rectangle 3-0-0 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 lb uplift at joint(s) except Qt=lb) 10=653, 7=924. 8) This truss has been designed for a total drag load of 180 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 18-0-0 for 180.0 plf. Q90ESSIO& ywa a MG �y ��c C 70066` *� " ) /I 1 * January 23,2019 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web andfor chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabttcAion,, stwags, dolivery, eectio:r end bracing of trusses and nuns systems, see ANSVTPII Quality Criteria, DSB•89 and BCSI Building Component 250 Klug Circle c.r..n. r.. ...... ... ..i...11�l.ln r.,.... Tn,ec Dlefn IncNl,,rc 21A M I — Clronr R.M. q12 Alevan•r— rin �231d r;omna CA A2RRn Job VB180072 Integra Tr G05 SPECIAL Residence K5638677 I I I I IJob Reference�(optfon Banning, CA 8.220 a Nov 16 2018 MiTek Industries, Inc. Tue Jan 2218:53:18 2019 Page 1 ID3WmLNgiRgDtJ38gML 87a8TycQ7k-YygEXtGgAgH_9zj\fOS05pU5v67gB8gkzw4hSxskuV 5.7-8 9 8 0 43 8.2 18-0-0 5.7-0 3-10.8 4-2-2 4-3-14 4.00 12 5x8 = i.DX% II JX0 = 6x6 = l -s-7� aeo f�.e•a I- 5-7-8 3 70 B 2r2 0 Plate tDffsets (X;Y}- [i 0 3 p.Edge]. iz:6 5 8,0 3 0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) rCLL 20.0 Plate Grip DOL 1.25 TC 027 Vert(LL) -0.10 7-8 TCDL 20.0 Lumber DOL 1.25 BC 038 Vert(CT) -0.31 7-8 3CLL 0.0 Rep Stress Incr YES WB 088 Horz(CT) 0.05 7 BCDL 10.0 Code IBC2015/TPI2014 Matrix -AS LUMBER - TOP CHORD 2X4 DF No.1 &Btr G 30T CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF No.1&Btr G'Except" 10-11: 2X6 DF SS G 4EACTIONS. (lb/size) 10=873/0-5-8.7=878/0-5-8 Max Horz 10=-230(LC 12) Max Uplift 10=-388(LC 11), 7=-522(LC 14) Max Grav 10=918(LC 18), 7=1064(LC 15) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-256/81, 1-2=-565/551, 3-4=-375/389, 4-5=-1138/522, 5-6=-486/428 dOT CHORD 9-10=-998/1984, 8-9=-475/1631, 7-8=-678/1208 WEBS 4-8=-141/564, 5-8=-278/360, 5-7=-1385/837, 2-10=-1995/988, 2-8=-854/255, 2-4=-11651514 Scale = 1:34.0 8-4-0 I/dell L/d PLATES GRIP >999 240 MT20 220/195 >681 180 n/a n/a Weight: 99 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid Ceiling directly applied. 4OTES- 1) Unbalanced roof live loads have been considered for this design. ?) Wind: ASCE 7-10; VuIt=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 9-6-0, Exterior(2) 9-6-0 to 12-6-0, Intertor(1) 12-6-0 to 17-10-4; 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. 1) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. a) " This truss has been designed for a live load of 20.Opsf 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. .S) 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 Ito uplift at joint(s) except Qt=lb) 10=388, 7=522. 8) This truss has been designed for a total drag load of 1650 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist 9drag loads along bottom chord from 0.0-0 to 18-0-0 for 91.7 plf. ) This truss design requires that a minimum of 7/16- structural wood sheathing be applied directly to the top chord and 1/2" gypsum I sheetrock be applied directly to the bottom chord. FRpFESSIpN�( ING C %0068 January 23,2019 A WARNING - Verily deslgn parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE Nl1.7473 rev. 10103,2015 BEFORE USE. Aosign vasd for use only with MIT" conneGors. Tide deslgn I& based only upon parameters shown, and Is for an indlvldual bulkkng cmilonem, nol A Iruss system, Before use, thu bullding dealgnor mvs! verity Ow app!icsbllity of dosdgo pa mmutars and properly incorppralo this 66a4gn Into Inc overall building deslgn, afaGng Indlcaled In le prevent buckflap of Individual truss wob andlor Chord me mben; only. Addi!IoneI lamporary and permanent bracinir Is always requlrad for stabdiity Lind to prevent collapse with pmItAo persd nal injury and properly damage. For peneral guldarxu rvgerding Ste tabflcatlon, Vo+ape, daiNmy, eredlen and bracing or uusees and Ituss syslerts, see ANSYMI Quaflry Crltarla, 06" and SCSI Building Component 250 Klug Circle Slay Intormaflon avoitasle from Truce Pla[e ImMute, 218 N. Lee Street, Suite 312, Moxandrla, VA 22314. Corona, CA 92880 Job Truss Truss Type Oty Ply 2erbst Residence K5638678 W13180072 G06 ROOF SPECIAL 4 1 Job RBSerenCe inpdonel Integra Truss, Banning, CA 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:53:19 2019 Page 1 ID:rWmLNg1RgOU389ML 57Q8Tyc04k-OBOckDHSJOoBcDYV2aSeAUfsuSMZFIgyDfoObzskuU 5-7-8 13.8-2 18-0-0 _ 1940 5-7-8 3.10•B {� 4-2-2 4-3.14 1 p•0. 4.00 12 5x8 = Scale=1:35-0 1.5x4 II 3xa = 3x8 = 5-7-8 Plate Offsets KY)— rt-G.U.Edg�L[2.04-0,03.01 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 TCDL 20.0 Lumber DOL 1.25 BC 0.38 BCLL 0.0 Rep Stress Incr YES WB 0.71 BCDL 10.0 Code IBC2015rrP12014 Matrix -AS LUMBER - TOP CHORD 2X4 DF No.1 &Btr G BOT CHORD 2X4 DF No.1 &Btr G WEBS 2X4 DF No. 1&Btr G *Except* 11-12: 2X6 DF SS G REACTIONS. (lb/size) 11=870/0-5-8, 8=976/0-5-8 18-0-0 12-4-8 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.09 8-9 >999 240 MT20 220/195 Vert(CT) -0.31 8-9 >681 180 Horz(CT) 0.05 8 n/a n/a Weight: 101 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Max Horz 11=-226(LC 4) Max Uplift 11=-112(LC 4), 8=-157(LC 5) Max Grav 11=871(LC 10), 8=976(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-256/79, 4-5=-991/136, 6-8=-301/120 BOT CHORD 10-11=-200/1651, 9-10=-193/1623, 8-9=-99/892 WEBS 4-9=-10/545, 5-8=-995/141, 2-11=-1612/197, 2-9=-851/147, 2-4=-1003/101 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat II; Exp C; Enclosed; C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 9-6-0, Exterior(2) 9-6-0 to 12-6-0, Interior(1) 12-6-0 to 19-0-9; 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.Opsf 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 lb uplift at joint(s) except (jt=lb) 11=112, 8=157. �4t~�SSIa/y� 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum �e 1NG sheetrock be applied directly to the bottom chord.�4✓}QO�' C 70068 * EXP. M"D January 23,2019 ,& WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED UfTEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the febrlcatlon,, storage, delivery, a,e ba-, and bracing of trusses and truss systems, see ANSYTPH Quality Criteria, DSB-ag and BCSI Building Component 250 Mug Circle e .' . .... -,,,.11-6I- - i -,-- DI-.e In M,l eta M I -- A1m-r R. dt. q19 Al-dd. VA 9911A - Cmmna_ CA 92RB0 Type K5638679 VB180072 I Reference Benrifng, CA 8,220 s Nov 16201aMiTek Industries, Inc. Tue Jan 22 16:53:21 2019 Page 1 ID:rWmWgfRg0U3ftNJ S?QBTycQ?k-zXWN9vIIF73901ttAH?wjbZtp96W1CS7QXmuzskuS 6 5A 11 B &7-8 10-7-0 12." 13-7.8 45-8 18 fr11 22-11-5 17� S%S4 24-4 1;0 10 2-1 B l]-0 -7f10 4:2 4.5.13 1.0-0 3x6 = Plate Offsets (X,Y) - �[LO4 -4,0-2-$]�[4:a-3 8 B. 1-S}, [25 0.5-8,0.1.6], [30:0-1-V LOADING (psf) SPACING- 2-0-0 CSI. rCLL 20.0 Plate Grip DOL 1.25 TIC 0.81 TCDL 20.0 Lumber DOL 1.25 BC 0.40 9CLL 0.0 Rep Stress Incr NO WB 0.53 BCDL 10.0 Code IBC2015lrP12014 Matrix -AS LUMBER - TOP CHORD 2X4 DF No 1&Btr G 30T CHORD 2X4 DF No 1 &Btr G WEBS 2X4 DF No. 1&Btr G `Except' 1-26,2-25: 2X6 DF SS G OTHERS 2X4 DF No. 1&Btr G REACTIONS. (lb/size) 26=-414/0-5-8, 14=787/0-5-8, 25=2031/0-5-8 Max Horz 26=-175(LC 4) Max Uplift 26=-438(LC 10). 14=-128(LC 5), 25=-219(LC 5) Max Grav 26=67(LC 5), 14=787(LC 9), 25=2053(LC 10) 4.00 12 4x6 - 9 10 3x4 3x6 = 3x4 = 22-11-8 1-10 3x8 = Scale = 1:41.9 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.13 14-15 >999 240 MT20 220/195 Vert(CT) -0.51 14-15 >417 180 Horz(CT) 0.13 14 n/a n/a Weight: 149 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. FOP CHORD 3-4=-172/1706, 4-5=-24/258, 5-6=-472/102, 7-8=-525/96, B-9=-664/102, 9-10=-571/88, 10-11 =-598/98,12-14=-290/121 30T CHORD 25-26=-1720/226, 19-20=0/267, 15-16=-11/499, 14-15=-59/651, 22-23=-280/91, 17-18=-13/589 NEBS 6-20=-955/121, 6-7=-588/83, 11-14=-687/93, 10-15=0/431, 7-19=-39/463, 3-25=-852/152, 3-26=-267/1962, 18-19=-310/26, B-18=-298/33, 4-25=-1850/202, 5-20=-93/1015 VOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterlor(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 14-5-8, Exterior(2) 14-5-8 to 17-5-8, Interior(1) 17-5-8 to 24-0-1; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 J) 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. D�E55lpN 1) Provide adequate drainage to prevent water ponding. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 3) 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. " 1n C 70068 3) This truss has been designed for a live load of 20.Opsf 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. P �i 30 20P0 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 26= 438, 14=128, 25=219. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum �P sheetrock be applied directly to the bottom chord. �FQ 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). January 23,2019 AA p` andard AWARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MI1EK REFERENCE PAGE MII-7473 rev. feb3,2015 BEFORE USE. Design valid for use only with MITak® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Wore use, the building designer must verity the applicability of dost9n paramolors and properly Incorporale this design InW Ino overall bullding design. Bracing indicated is to prevent buckling of individual truss web and/or chore mombors only- Addilional tenvp nary and permanent bradrig M ileit- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 4itxlca1k7n, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component 260 Klug Clmla Salary Information available from Truss Plate Institute, 218 N. Lea Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 Residence K5638679 180072 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:53:21 2019 Page 2 ID:rWmLNgfRg0U38gML_5?QBTycQ?k-zXW N9vliF?3srW iuAHUjbZtpl6W 1 GS7QX81HUzskuS LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 3-6=-80, 7-10=-80, 10-12=-80, 12-13=-80, 25-26=-30(F=-10), 24-25=-20, 1-2=-80, 19-21=-20, 14-16=-20, 22-23=-20, 17-18=-20 WARNING - Vert& design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MII-7473 rev. 1LW3/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Indlvldual truss web and/or chord members only Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and truss systems, see ANSYMill Quality Crllerle, DSO-80 and SCSI Building Component 260 Klug Circle Sarah Informadnn available from Truss Plate Institute. 218 N Lea Street Suite 312 Alexandria. VA 22314. r:nrona CA A2elh0 job Type Zerbst Residence K6638680 SPECIAL JB180072 1. Job Reference o tional Integra Truss, Banning, CA 8.220 s Nov 18 2018 MlTek Industries, Inc. Tue Jan 22 16:53:22 2019 Page 1 I D: rW mLNgfRgOU3BgM L_5?QBTycQ?k-Rj41 N FJ KOJBjTgH4k? W 9 Fo6896S m m66GfB ulgwzskuR 5-5-4 10-7-0 14-6 1 18-5-11 22-11-8 3-11-8 5.5-4 5-1-12 3-10 4-0-2 Ati`r48 4.00 12 4x4 = Scale=1:39.6 3x4 16 17 3x6 3x6 = 4 6 4x12 = 16 2x4 I 2 7 8 x4 = eqVit .� eG 13 3xR = 12 11 10 9 1.5x4 II 6-2-4 Plate Of Sets (X.'(1--_ _N 1 0.3-0,0.3-01 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 20.0 Lumber DOL 1.25 3CLL 0.0 Rep Stress Incr NO BCDL 10.0 Code IBC2015lfPI2014 LUMBER - TOP CHORD 2X4 DF No 1&Btr G 30T CHORD 2X4 DF No.1 &Btr G WEBS 2X4 DF No.1&Btr G "Except" 13-14: 2X6 DF SS G 5x6 = 3x8 = 3x6 = 10-7-0 14S$ 16-7-8 22-11-8 ~ 4-A-52 _ 3-10-8 2.0 6.4-0 CSI. DEFL. in (loc) Ildefl Ud PLATES GRIP TC 039 Vert(LL) -0.10 9-10 >999 240 MT20 220/195 BC 040 Vert(CT) -0.34 9-10 >591 180 WB 037 Horz(CT) -0.02 9 n/a n/a Matrix -MS Weight: 118 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-8-0 oc bracing. 2EACTIONS. (lb/size) 13=-171/0-5-8, 9=760/0-5-8, 12=1823/0-5-8 Max Horz 13=-220(LC 4) Max Uplift 13=-178(LC 9), 9=-126(LC 5), 12=-206(LC 5) Max Gram 13=50(LC 5), 9=760(LC 1), 12=1832(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-272/36, 4-5=-550/76, 5-6=-573/74, 7-9=-286/123 dOT CHORD 12-13=-1327/246, 11-12=-1327/246, 9-10=-58/615 WEBS 2-11=-173/1681, 3-11=-677/100, 3-4=-566/70, 6-9=-677/81, 2-12=-1626/268, 2-13=-232/1423, 4-10=-33/404 VOTES- 1) Unbalanced roof live loads have been considered for this design. �) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 14-5-8, Exterior(2) 14-5-8 to 17-5-8, Interior(1) 17-5-8 to 24-0-1; 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. 3) " This truss has been designed for a live load of 20.Opsf 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. J) 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 lb uplift at joint(s) except (jt=lb) 13=178, 9=126, 12=206. 8) 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-80, 4-5=-80, 5-7=-80, 7-8=-80, 12-13=-30(F=-10), 9-12=-20 �o�lrssraN .�Q p %NG C 70068 *� EXP.9-30-2020 '1+r CIVIC 1P a7FCA11�0,`s January 23,2019 ,& WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1QA372015 BEFORE USE. Design valid for use only with MITsk® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is landcatlonrequired storage, deWar , and to prevent eracWn and bracing of trussee with sssible andbuss systemrsonal s. r.se property NS11TPI1 Qualitye. For eral guidance Criteria, DSB-8regarding and Bthe CSI Building Component 250 Klug Circle Saraly Inform0on available from Truss Plate Instilula, 218 N. Lao Street, Suite 312, Alexandria, VA 22314. Corona, CA 92800 Truss ussType �Ory IPEy Zerbst Residence K5638681 GG02A �R`O,F,PECAL 1 1 Jot1 Refer®nos {oLUonal] ig. CA 8.220 s Nov 16 2018 MITek Industries, Inc- Tue Jan 22 16:53:23 2019 Page 1 I D:rWmLNgfRgOU38gML_5?QBTycQ?k-vwd7abKyndJa5gsGHi 1 OoOeJeWoIVY5PtrdrMMzskuO 5-5-4 10-7-0 14-5-8 18-5-11 22-11-8 �3-11-81 5-5-4 5-1-12 370-8 4-0-2 4-5-13 1-0-0 Scale = 1:39.8 4.00 12 4x4 = 2x4 II 5x6 = 3xB = $4 = r_ 6-2-4 i0.7.0 8-24 4�l-7R Plate Offsets (]C, LOADING (psf) SPACING- 2-1-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 041 TCDL 20.0 Lumber DOL 1.25 BC 0.42 BCLL 0.0 ' Rep Stress Incr NO WB 0.39 BCDL 10.0 Code IBC2015/TP12014 Matrix -MS LUMBER - TOP CHORD 2X4 DF No 1&Btr G BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF No. 1&Btr G "Except" 13-14: 2X6 DF SS G REACTIONS. (lb/size) 13=-179/0-5-8, 9=792/0-5-8, 12=1898/0-5-8 Max Horz 13=-229(LC 4) Max Uplift 13=-187(LC 9), 9=-131(LC 5), 12=-215(LC 5) Max Grav 13=52(LC 5), 9=792(LC 1), 12=1907(LC 9) 111-5-8 16-7-8 22.11.8 3.10.8 1 -. 2.2-0 64.0 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) -0.11 9-10 >999 240 MT20 220/195 Vert(CT) -0.35 9-10 >567 180 Horz(CT) -0.02 9 n/a n/a Weight: 118 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-6-9 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-284/38, 4-5=-573/80, 5-6=-596/77, 7-9=-298/128 BOT CHORD 12-13=-1383/257, 11-12=-1383/257, 9-10=-61/641 WEBS 2-11=-180/1752, 3-11=-706/104, 3-4=-590/73, 6-9=-705/84, 2-12=-1694/279, 2-13=-241/1482, 4-10=-34/421 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 14-5-8, Exterior(2) 14-5-8 to 17-5-8, Interior(1) 17-5-8 to 24-0-1; 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.Opsf 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 lb uplift at joint(s) except Ot=lb) 13=187, 9=131, 12=215. 8) 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-83, 4-5=-83, 5-7=-83, 7-8=-83, 12-13=-31(F=-10), 9-12=-21 op�pF ESSI�N4e C) Ci 70068 . EXP.9-30-2020 January 23,2019 AWARNING - Verffy design parameters and READ NOTES ON THIS AND INCLUDED Mn'EK REFERENCE PAGE MII-7473 rev. 100312015 BEFORE USE. Design valid for use only with MITek® connectors This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and SCSI Building Component Saretv Inrormadon available from Truss Plate Institute 218 N. Lee Street Suite 312 Alexandria VA 22314. MiTek' 250 Mug Circle r:mmnw r:A A2 l.rob Truss Truss Type IDty, My Zerbst Residence K5638682 JB180072 IGG03 GABLE 1 1 I IJob Reference optional) Integra Truss, Banning, CA 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 2216:53:25 2019 Page 1 I D:3_EekScHscHCIVSoEIBV4EyckNp-rllt?GLDJEZIK8?fP74stRkdkJNAzL9iL96yQFzskuO 14-2-11 15-1-4 64-0 147-0 48-7-TS__ 1_q-&S�_ 1¢E _ }fi•7- 1B-fi_14 ,12.11-9 B-rr0 4.1-0 7-R-1-big 1 1 W4 2-10.13 4„•1- 1.0-0 0-4-15 0-4-15 Scale=1:41.5 4.00 12 5x12 410 = 3x4 II 6x6 = 6x6 = 3x6 = 6x6 = 1.5x4 II Special 22-11-0 &IA 15.15 10.7.p 13.3.1fi 1 .9.1 Tfi•ti 1 7- 21.7.12 211 5.1�e 1p-0 .a �l-0 2-0-1fi S-1 t-]-9 1 e-0.11 21-1-0 Plate Offsets (KY)— t5:04-4,0 17:0-3-12.Fd-1 [20:01-12,0 0:0 4 8 a2-0], [21:0 6-8,0-2-3]: j23A 2 12 0.1-12� LOADING (psf) SPACING- 2-0-0 'CLL 20.0 Plate Grip DOL 1.25 TCDL 20.0 Lumber DOL 1.25 3CLL 0.0 Rep Stress Incr NO BCDL 10.0 Code IBC2015/TPI2014 LUMBER - TOP CHORD 2X4 DF No. 1&Btr G 30T CHORD 2X4 OF No. 1&Btr G WEBS 2X4 OF No. 1&Btr G "Except" 1-19,2-18: 2X6 DF SS G OTHERS 2X4 OF No. 1&Btr G CSI. DEFL. in (loc) I/deft Ud TC 056 Vert(LL) 0.16 14-15 >999 240 BC 0.87 Vert(CT) -0.19 12-13 >999 180 WB 0.86 Horz(CT) 0.01 12 n/a n/a Matrix -MS REACTIONS. (lb/size) 19=231/6-5-0, 18=1203/6-5-0, 12=1008/0-5-8 Max Horz 19=-146(LC 12) Max Uplift 19=-226(LC 21), 18=-1231(LC 11), 12=-1569(LC 14) Max Grav 19=527(LC 16), 18=1726(LC 39), 12=1842(LC 19) PLATES GRIP MT20 220/195 M18SHS 220/195 Weight: 148 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-6 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6, 1-3. BOT CHORD Rigid ceiling directly applied or 3-5-3 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. i OP CHORD 19-22=-453/254, 4-5=-1484/1496, 5-6=-988/790, 6-7=-1612/1457, 7-8=-917/951, 8-9=-340/290, 1-2=-729/600, 2-3=-1003/971 30T CHORD 18-19=-1646/1761, 17-18=-1614/1874, 15-16=-788/838, 14-15=-2056/2154, 13-14=-695/982, 12-13=-1178/1310, 11-12=-261/292 NEBS 15-17=-2859/2792, 17-21=-3713/3970, 5-14=-710/648, 6-13=-1961289, 18-23=-526/218, 2-23=-506/167, 15-21=-1428/924, 3-21=-328/241, 3-4=-399/380, 22-23=-794/703, B-12=-257/296, 7-13=-1150/1146, 7-12=-2283/2055, 14-21 =-1 557/1938, 5-21=-2251/2148, 18-22=-1802/1961, 20-23=-1337/1208, 20-21=-955/874 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterlor(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 24-0-1; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. i) All plates are MT20 plates unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 8) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members d) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except qt=lb) 19=226,18=1231,12=1569. 11) This truss has been designed for a total drag load of 200 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 22-11-8 for 200.0 plf. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. gyp+ E5510 pMING ���y 0 C 70 68 January 23,2019 AWARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERENCE PAGE M11-7473 rev. 10 03,2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system Before use, the building designer must verify the appllcablllty or design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing M ] Ir ek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and SCSI Building Component 250 Klug Circle Safety In/ormation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 Job Truss Truss Type WB180072 GG03 GABLE Integra Truss, Senrlirig, CA T ,Qty Ply Zerbst Residence K5638602 1 1 Job Reference (optional) 8.220 s Nov 16 2016 MiTek Industries, Inc. Tue Jan 22 16:53:25 2019 Page 2 I D:3_Ee kScHscHCIV SoEl8V4EyckNp-rl It?GLDJ EZI K8?fP74stRkd kJ NAzL9i L96yQFzskuO NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 46 lb up at 14-2-12, and 68 lb down and 46 lb up at 14-8-4 on top chord, and 911 lb down and 1097 lb up at 10-7-12 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 4-5=-80, 5-6=-80, 6-9=-80, 9-10=-80, 17-19=-20, 12-16=-20, 11-12=-30(F=-10), 1-3=-80 Concentrated Loads (lb) Vert: 15=-58(F) 26=-10 27=-10 WARNING - VerHy design parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE NII.7473 rev. 14012015 BEFORE USE. Design velld for usa only with MITekQ connocion. This design is bps" onty upon paramotam shown, and Is for an Indrvlduel building campanont, not a truss system. Before uso. rho balding designer mtW Miry the appgCabtlky of 68619n paramelars and pmpurly Incorporate this design heto the Overall buliding design. Bradnp lntlecaled is fe prevent buckling of lndhrlduel hues wa6 andror chord members onty. Additlonel temporaryand permunenl bracing MiTek' is always mqulmd for srabliq end to prawnt cultapea with ppasibla personal injury and property damage. For go noral gvldence mgardvlg iho fabricalloo, otorage, dollvory, ereclim and bradrig of busses and buss syetums. See ANSUTP11 Goallly CrINNa, DSS•Sp end SCSI Soho ing• Componaw 250 Klug Circle Safetv Information available Imm Trvas Plata Inatitum, 21R N. Lee Siraet Sulfa 312. Afaxorwinn. VA 22314. Cmmm_ CA 92RRn ,ob Truss Truss Type Oty Ply ;zerbstResidence K5638688 JB180072 H01 CALIFORNIA GIRDER 1 1 I Job Reference (optional) Integra Truss, Banning, CA 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:54:19 2019 Page 1 I D:rW mLNgfRgOU38gML_5?QBTycQ?k-9oGEcdKPcIgKK01pPKHBaKzsR4v_cgcflYBpK7zsktY •1 &2-15 64M 7.17 &1D•13 D•58 13.9•f 17-0,0 78-00 1-0-0 3.2-15 3-3-9 11 2-9-10 11 3�-9 3-2-15 5x12 = 4x6 14 6x6 = 6x6 = NAILED NAILED 7x8 — 6x6 11 2x4 11 Special Special Scale: 3/8"=1' 15-84 1 1�1 17�OA_� "-15 3-2-75 Y_S. Y3.8 3-11-8 3-11-p � 5-2-12 4 1 1.1.0 Plate Offsets IX,Y)-- [4:046-0,D-1.6), (11:0-2.12,0.4 41,11&G-3-0,q 4J,114.0-3.0,G4-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP "CLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.06 12-13 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.13 12-13 >999 180 3CLL 0.0 Rep Stress Incr NO WB 0.60 Horz(CT) 0.03 11 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MS Weight: 107 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-9-7 oc purlins, 30T CHORD 2X6 DF SS G except end verticals, and 2-0-0 oc purlins (3-9-8 max.): 4-5. WEBS 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 11=2005/0-5-8, 14=1841/0-5-8 Max Horz 14=97(LC 6) Max Uplift 11=-1101(LC 5), 14=-1001(LC 4) Max Grav 11=2259(LC 27), 14=2105(LC 27) 7ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. rOP CHORD 3-4=-3110/1672, 4-5=-2521/1388, 5-6=-2669/1424, 2-14=-264/141 90T CHORD 13-14=-1077/2105, 12-13=-1566/2949, 11-12=-665/1413 NEBS 4-13=-99/783, 4-12=-604/400, 5-12=-86/499, 6-12=-805/1442, 6-11=-2401/1172, 3-14=-2700/1354,3-13=-732/1222 NOTES- ;) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 6-8-4, Exterior(2) 6-8-4 to 14-8-7, Interior(1) 14-8-7 to 18-0-9; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 11=1101,14=1001. 1) Graphical purlin representation does not depict the size or the orientation of the purin along the top and/or bottom chord. 9) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 0) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 374 lb down and 666 lb up at 7-1-4, 191 lb down and 92 lb up at 8-0-12, and 191 lb down and 92 lb up at 8-11-4, and 242 lb down and 432 lb up at 9-10-13 on top chord, and 1288 lb down and 627 lb up at 7-1-0, and 715 lb down and 348 lb up at 9-11-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-80, 2-4=-80, 4-5=-80, 5-8=-80, 8-9=-80, 11-14=-30(F=-10), 10-11=-20 Rpf ESS10 C 70068 oinflnued on Dacia 2 January 23,2019 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 10 03,2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ITS! a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indlcated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?Plf Quality Criteria, DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 Job Truss Truss Type City Ply Zerbst Residence K5638688 WB180072 H01 CALIFORNIA GIRDER 1 1 Job Reference [optional) Integra Truss, Banning, CA 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:54:19 2019 Page 2 ID:rW mLNgfRg0U38gML_5?QBTycQ?k-9oGEcdKPclgKK01pPKHBaKzsR4v_cgcflYBpK7zsktY LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 17=274 18=-191 19=-191 20=172 23=-1222(B) 24=-28(B) 25=-28(B) 26=-615(B) ,& WARNING - Vert y design panmehrre and READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE Mil-7473 rev. 10103/201S BEFORE USE. Design valid for use only with MITek® connectors, This design is based only upon parameters shown, and Is for an individual building component, not a buss 5yalem Before use, the building devpnar must verdy the applicability of design oarsmolem and properfy incorporate this dnslgn Into the Overall �p bullding design. Bracing Indicated Is to proven buckling of individual truss web andlor r.Ntd members My. Addillonal temporary and parmnnont bracing I V I iTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Imbrication, Vorago, dellvdry, ereclloh and bracing of trusses nod truss systems, age ANSYTPli Quality Crlteds, DSB-89 and SCSI Building Component 250 Klug Circle SalaryInlormatlon avatlaote from Truss Plate InstIM, 218 N. Lae Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 ,job Truss Truss Type Qty Ply ZwW Robident o X5638M VB180072 J01 ROOF SPECIAL GIRDER 1 1 I _ pp RefelBnee�optional) Integra Truss, Banning, CA 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:54:20 2019 Page 1 ID:3_EekScHscHCIVSoE18V4EyckNp-d_gcgzL2N3oAxAt?z2oQ7XV2BUGGLEXo CxMszzsktX 26-0-0 or6•H . M&O 17410 21-2-13 244 4 U-S-s &2-0 - 5-M 4=8d 4.2-73 3.2-12 5x8 = 1-0-0 Scale=1:54.3 3xf 7x14 M18SHS 17 3x6 11 4.00 12 4 7x8 7x8 = 5x8 = 2x4 II 2x4 II LUS24 LUS24 1.5x4 II NAILED m N b 394 12-6-0 17pQ 21-2-1$ 2"-8 25-0-0 3 2A2 a 8-12 4-44 4-2 0-6-6 Plate Offsets X Y &11-3.6 0-U : ," 170 2-01, M-Edgei0-3-Bj, [11:0 4-12,Edge1. L4:0-3.8,0.2-e]. j15:0� q�0 �, [18:0.3.8.0-0-47. [19:Edge,O Cr8], f 19 G-1.12.-fl-0.Oj LOADING (psi) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP -CLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.04 14 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0,34 Vert(CT) -0.05 13-14 >999 180 M18SHS 220/195 3CLL 0.0 Rep Stress Incr NO WB 0-82 Horz(CT) -0.01 17 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MS Weight: 203 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 4-1-2 oc purlins, 30T CHORD 2X6 DF SS G "Except" except end verticals. 2-17.9-11: 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: NEBS 2X4 DF No.1 &Btr G 6-0-0 oc bracing: 17-18 JOINTS 1 Brace at Jt(s): 20, 21, 22, 23 tEACTIONS. All bearings 0-5-8 except at=length) 17=6-5-8, 16=6-5-8. (lb) - Max Horz 19=-104(LC 12) Max Uplift All uplift 100 lb or less atjoint(s) except 19=-1182(LC 17). 17=-154(LC 11). 9=-2342(LC 14). 16=-1428(LC 13) Max Grav All reactions 250 lb or less atjoint(s) except 19=1161(LC 14), 17=586(LC 10), 9=2365(LC 19), 16=1582(LC 39) rORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1506/1508, 3-4=-1461/1936, 4-5=-1637/2120, 5-6=-1677/1740, 6-7=-2665/2698, 1-19=-389/461, 7-9=-2311/2333 BOT CHORD 18-19=-496/485, 17-18=-590/410, 2-18=-584/377, 16-17=-1127/1217, 15-16=-1246/1318, 14-15=-1288/1187, 13-14=-1601/1731, 12-13=-771/771 WEBS 16-18=-1408/1371, 18-20=-2023/1998, 3-20=-1971/1941, 16-21 =-1 435/1526, 3-21=-1435/1526, 15-23=-515/220, 4-23=-515/220, 3-22=-2107/1554, 15-22=-2068/1530, 5-15=-1323/1081, 6-11=-324/102, 5-14=-594/570, 7-11=-2835/2812, 11-14=-3113/2873, 5-11=-1000/1347 VOTES - I ) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 12-6-0, Exterior(2) 12-6-0 to 15-6-0, Interior(1) 15-6-0 to 26-0-9; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 1) 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 i) ` This truss has been designed for a live load of 20.Opsf 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. )) 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 1182 lb uplift at joint 19, 154 lb uplift at joint 17, 2342 lb uplift at joint 9 and 1428 lb uplift at joint 16. d) 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 25-0-0 for 250.0 plf J) 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 0) Use Simpson Strong -Tie LUS24 (4-1 Od Girder, 2-1Od Truss, Single Ply Girder) or equivalent spaced at 4-6-12 oc max. starting at 12-6-0 from the left end to 17-0-12 to connect truss(es) to front face of bottom chord. oQRa�NG �ssro�y� y90 cam Ci 70068 EXR 9-30-2020 January 23,2019 AWARNING - VerNy, design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ulf-7473 rev. 10 0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall bullding design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Qualify Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. MR MiTek 250 Klug Circle Corona, CA 92880 Job Truss Truss Type INBI80072 J01 ROOT SPECIAL GIRDER Integra Truss, Banning, CA +Qty Ply t Residence K5638689 1 1 Job Relerence,(a�lilxtal 8.220 s Nov 16 20I8 MiFek industries. Inc. Tue Jan 22 16:54:20 2019 Page 2 ID:3_EekScHscHCIVSoE18V4EyckNp-d_gcgzL2N3oAxAt?z2oQ7XV2BUGGLEXo_CxMsZzsktX NOTES- 12) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nalls per NDS guidllnes. 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-80, 4-7=-80, 7-8=-80, 18-19=-20, 12-17=-20, 9-10=-20 Concentrated Loads (lb) Vert: 15=-177(F) 14=-346(F) 28=1 39(F) 29=1 39(F) 30=1 10(F) 31 =1 15(F) r& WARNING - V ft design pnamelers and READ NOTES ON THIS AND INCLUDED MITEK REFEREHCE PAGE M11.7473 rev. 1dD.W015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameter: shown, and is for an Individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. AddlOonal temporary and permanent bracing Welk' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the febdcatlon, storage, dellvery, erection and bracing or trusses and truss systems, see ANSMI1 Quality C~a, DSB-99 and BCSI Building Component 250 Klug Circle Safely Informadon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Mexendda, VA 22314. Corona. CA 92880 iuob tiles Truss Type VB180072 J02 CALIFORNIA Integra Truss, Banning, CA City Ply Zerbst Residence K5638690 1 1 Job Referenceloptional) ._ 8.220 s Nov 162Dl8 MiTek Industries. Inc. Tue Jan 2218:54:22 2019 Pagel ID:3 EekScHscHCIVSoE16V4EyckNp-ZNyMEfMlvg2uBT005SquCybQsl_dpA65SWQTwRzsktV 26-M 2&0-0 5.741 11-1-0 1 7-11 13 -6; 13-114D 19.4.5 i24-5$ 5-1�9 5-5-5 Db1 1-8-10 0-a-1 5 5-5-- 5-1-3 d$-�1-0-0 Scale: 1/4"=l' 6x8 = 4x6 19 18 17 16 15 14 11 r1 2x4 II 3x8 = 5x6 = 3x8 = 3x6 = 2x4 II sxfi = 8 5 7-11 11-1-0 13-11� 1 .515 — 24.5 6 25-0.0 0 2-10 0 Sorg Plate Olfsels (x,Y) (4:11•4-0,0.1-1 , [10:0-1-12 0-0.01 15:ea-o,o•W,116:o,-8 o• 1.6j f1s:o-2-4.0.2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP CLL 20.0 Plate Grip DOL 1.25 TIC0.27 Vert(LL) -0.02 13-14 >999 240 MT20 220/195 TCDL 200 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.11 13-14 >999 180 M18SHS 220/195 3CLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.03 11 n/a n/a BCDL 10.0 Code IBC2015ITP12014 Matrix -MS Weight: 172 lb FT = 20% (_UMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 5-9-15 oc purlins, 30T CHORD 2X4 DF No.1&Btr G except end verlicals, and 2.0.0 oc purlins (6-0-0 max.): 4-5. WEBS 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except' 6-0-0 oc bracing: 18-19, 10-11. REACTIONS. All bearings 0-5-8. (lb) - Max Horz 19=-109(LC 4) Max Uplift All uplift 100 lb or less at joint(s) except 19=-315(LC 20), 10=-212(LC 20), 18=-220(LC 5), 11=-230(LC 5) Max Grav All reactions 250 lb or less at joint(s) 19, 10 except 18=1558(LC 20), 11=1544(LC 19) FORCES. (lb) -Max, Comp.lMax. Ten. • All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1247123B, 4-5=-11241251, 5-6=-1237/240, 1-19=-731320 30T CHORD 2-18=+158/169, 15-16=-140/1079, 14-15=-139/1124, 13-14=-10511063, 7-11=-401/79 WEBS 16-18=-144/990, 3-18=-1381/157, 11-13=-117/1024, 6-11=-1359/148 NOTES- i) Unbalanced roof live toads have been Considered for this design. 2) Wind: ASCE 7.10; Vult=l1Dmph (3-second gust) Vasd=87mph: TCDL=6.Opsf; BCDL=6.Opsf: h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) 0-1.12 to 3.1-12. Interior(1) 3-1-12 to 11-2-12, Exlerior(2) 11-2-12 to 18-1-15, interior(1) 18-1-15 to 26.04,canfllever left and right exposed; end verilCal left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 I) Provide adequate drainage to prevent water ponding- 4) All plates are MT20 plates unless otherwise indicated. ;j This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. d) ' This truss has been designed for a live load of 20.Opsf 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. } A plate rating reduction of 20% has been applied for the green lumber members 8) Provide mechanical connectlon (by others) of truss to bearing plate capable of withstanding 315 lb uplift at joint 19, 212 lb uplift at Q��F�5510�r�! joint 10. 220 lb uplift at joint 18 and 230 ib uplift at joint 11, Q M113 G 2 F� 9) Graphical puIIn represenlatlan does not depict the size or the orientation of the purlin along the top and/or bottom Chord. C3 :0) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loadNQ0s) 182 lb down and 132 lb up at �Z �- ❑ 2fi 11-7-11. and 53 lb down and 33 lb up at 13-1-5, and 182 lb down and 131 lb up at 13-4-5 on top chord. The designiselection of Ci 70068 such connection device(s) is the responsibility of others. 9-30- 20 '.OAD CASE(S) Standard I) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) d' P Vert: 1-4=-80, 4-5=-80, 5-8=-80, 8-9=-80, 18-19=-20, 12-17=-20, 10-11=-20 Concentrated Loads (lb) �Fd Vert: 22=-5 23=-6 January 23,2019 SYARNINri - Vrriiy dfafan p Fomeren arrd READ NOTES ON THIS AND INCLUDED iVrt'EK REFERENCE PAGE 4411.7473 rev. fdRl3rtd15 BEFORE USE DoODn veld for use only with 14741M conn°rsure. This design Is based only upon paramelare &hewn, and Is for art lndiridual buW100 component, not a truss ayetsm. 9ofom use, the bnllding designer must Verify the appHeabllity of design paremolers and property Incarpamle this doalgn Into She ovm r! building design. emcfnp ind:wlad is io prevent buckling at indiNdual truss web aroar chord members only. Additional tompom?y and purmanant bracing M91'ek is, always required far atat Hkly and to prevent coiiapea with posolhle pemnitl Injury and property damage. For general guldancs waerdrng the Nladcailon, alorego. delivery, erection and bring oftruases and buys syalafns, see ANSVTPH Qwlfty Crfrorls, DSB•69 sW 8CSf auffdlny Component 250 Klug Circle S&farylnrarmatfarr avaHablo Ifom Truss NOW Ina6tute, 218 N. Lee Shoat. Suite 312. Alexandria, VA 22314• Corona, CA 92880 Type Qty Ply 7erbsl Residence 'Y10sa I n K5638691 ,wy nvavtnnce LRpmone1l Integra tops, Banning, CA 8.220 s Nov i62018 MiTek Industries, Inc, Tue Jan 22 16:54:23 2019 Page 1 ID:3 EekSnHsaHCIVSOEt8V4EyckNp-2ZVIS7Nwg_AladbaML7197ZQifWYtrFgA9lTuzsMU 5.2-7 26-0-0 sate 1 1a-7-13 1 x Is-" 24 )f g x 4-p.0 4.7.15 4-7-1 016-1 4�'J.10 e$-11 4-8-0 1-0-e Scale = 1:46.5 5x12 = 4x6 4.nn 18 17 16 15 14 13 7x10 — 3x6 = 5x6 = 3x8 = 3x6 _ 2x4 2x4 11 11 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 20.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code IBC20151TPI2014 LUMBER - TOP CHORD 2X4 DF No.1 &Btr G BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 OF No. 1&Btr G REACTIONS. (lb/size) 20=1375/0-5-8, 11=1368/0-5-8 Max Horz 20=-104(LC 7) Max Uplift 20=-210(LC 4), l l=-208(LC 5) CSI. DEFL. in floc) I/deft Ud PLATES GRIP TC 0.41 Vert(LL) -0.03 16 >999 240 MT20 220/195 BC 0.37 Vert(CT) -0.14 15-16 >999 180 WB 0.54 Horz(CT) 0.05 11 n/a n/a Matrix -MS Weight: 164 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-5-4 oc purllns, except end verticals, and 2-0-0 oo purlins (5-1-12 max.): ", BOT CHORD Rigid ceiling directly applied or 10.0-0 ao bracing, Except: "-0 oc bracing: 19-20,11.12. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 pb) or less except when shown TOP CHORD 2-3=ti302177, 34=4WII05, 4-5=-14M44, 5-6=-13491257, 6-7=-1462/248, 7-8=-372/104, 8-9=-313/71, 2-20=-625/125, 9-11=-6331137 BOTCHORD 3-19=-5/257, 17-18=-23/279, 16-17=-166/1251, 15-115-167M375, 14-15=-12311232, 8-12=0/261 WEBS 17-19=-146/987, 4-19=-1260/131, 4-16=-45/278, 12-14=-116/1052, 7-12=-1165/117 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Mid: ASCE 7.10: Vull=110mph (3•second gust) Vasdu87mph; TCDL=S.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C: Enclosed; C-C Exterlor(2) -1-0.9 to 1- 11-7. Intedor(1) 1-11-7 to 9-11-4, Exterior(2) 9.11-4 to 14-2-3, 1nterior(1) 14.2-3 to 15-2-8, Extedor(2) 15-2-8 to 19-5-7, fntedor(1) 19-5-7 to 26.0-9. cantilever left and right exposed : end vertical left and right exposed: Lumber DOL=1,60 plate grip DOLm1.fi0 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10,0 psi bottom chord live Iliad nonccncuFire nt with any other live loads. 5) ' This truss lies been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Y411 fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the groan lumber members. 7) Provide mechanical oonnection (by others) of truss to bearing plate capable of withstanding 210 lb uplift atjoint 20 and 208 lb uplift at joint 11. 8) Graphical purlin representation does not depict the size or the orientation of the pw11n along the top andlor bottom chord. 9) Henger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 169 Its down and 98 Ib up at 104-4, 83 lb down and 561b up at 113-12, and 133 lb down and 84 lb up at 13-1-5, and 168 lb down and 98 lb up at 14-7-13 on top chord. The design/selection of such connection devlce(s) is the responslblllty of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Von: 1.2=-80, 2-5=-80, 5-6=-80, 6-9=-80, 9-10=-80, 19-20=-20, 13-18=-20, 11-12=-20 Concenhaled Loads (lb) Vert: 25=-80 26=-1 o"OF ESS1041 I11�) ON,ING 2�efiy H�0 cy Q C 70068 January 23,2019 A, WARNWO • VO#ry 41009n prrinasrera and READ NOTES ON THIS ANa rMUDED MrrER REFERENCE PAGE1kR•N73 rmr YA+ M076 6EFORE USE. omsign vAhd cur use Only w th MITO Sounnoclors- This design is hosed only upon pammmters shown, and is for an individual building oomponanl, not a truss system. eefole use, the building dosowr must verily Use applicOCllky of dO$Vn parametars and propwly Inomporatn INN 4"n Into Ilia meralt WIding design, gracing Indicated Is Io prevent buckting or Indlvldaaai Iruss wab andlor chord members only- Addillonal temporary and permanent bracing is ehvays roqulmd For stability and to otavenl Collapse with Pomside pon meal injury and property darnagn. far go nsral guidance regmeling the labdcaflon, storage, delivery, erection and bracing Or tosses and truss sysleme, see ANSIFTP11 ✓2Ul01y Crlfery4, p56-a9 and BCS1 auRding Componant SQkW Ia&rMarNOR avalleble from Truss Plow Instilute, 21e N. LOO Slrool. Sulte 312. Alaxondrla, VA 223M MiTek 250 Klug Circle Corona, CA 92880 ,job i 4121180072 Type Integra Truss, I5ty Ply Zerhsl Residence K563B692 1 1 Job Reference lioral)__ 6.220 s Nev 152018 MiTek Industries. Inc. Tug Jan 22 16:54:24 2019 'Page 1 I0:3 EakSCHsrMCiVSoEl8V4EyckNp-Wm37fLOYRHJcOnAMCtsMHNgjw5dSH?kOvWa?Kz6ktT - 26.0.0 0-6 8 t 0-0 7AA 12�0 16.7.13 1 - 2A-5�9 2¢01 4-1-13 g b-1 7.3.0 Q..gg "_0 1." 7.34 08.1 4-1-13 4.00 12 4x10 7xB = 400 _ Scale = 1:48.7 9 N N r7 N O IN O 7x14M18SHS = lbxn n r— - 13 -- 12 16 15 14 3x4 11 7x14 M18SHS = 7x14 M18SHS = 748 12-6-0 17-24 24-" 4.84 4-M 7-3.0 25 ,dl p 0 e&68 7-3-0 Plate Offsets X.y1 C4'0.3.0.0.1-12 ,L.11•2-12 {F2 10:0-1-12 Q 10,0,941104-12]13:0-2.8 E e i8:17•$ 4 p 4.1 1B:0 1-12 0-0 0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP 220/195 -CLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.05 12-13 >999 240 BC 0.32 Vert(CT) -0.15 12-13 >581 180 MT20 M18SHS 220/195 TCDL 20.0 Lumber DOL 1.25 iCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.02 12 n/a n/a Weight: 163 lb FT = 20% BCDL 10.0 Code IBC2015/TPI2014 Matrix -MS t-UMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 4-6-3 oc purlins, 30T CHORD 2X4 DF No.1 &Btr G except and verticals, and 2.0.0 oc pudins (5-2-2 max.): 4-6. WEBS 2X4 DF No. 1&Btr G BOT CHORD Rigid tailing directly applied or 5.2-11 oc bracing. WEBS 1 Row at midpt 4.17, 5-15, 5-13, 6.11 REACTIONS. All bearings 23-11-0 except (jt=length) 18=0-5-8, 10=0-5-8. (lb) - Max Horz 1 B=-105(LC 18) Max Uplift All uplift 100 lb or less at joint(s) except 18=-1218(LC 17), 16=-293(LC 14), 15=-1465(LC 13), 12=-6WLC 12), 10= 12B2(LC 18), 14=-133(LC 13), 13=-1463(LC 12) Max Grav All reactions 250 lbor less atjoint(s) except 18=1106(LC 14), 16=892(LC 10), 15=1474(LC 20). 12=990(LC 17), 10=1138(LC 11), 14=391(LC 39), 13=1453(LC 19) cORCES. (lb) -Max. Comp./Max. Ten. -Alt forces 250 (lb) or less except when shown i OP CHORD 2-3=-21(1326, 3-4=-192212043. 4-5=-1B1411696, 5-6=-1589/1664, 6-7=-1876/1998, 7-8=-247/361, 2-18=-486/695, 8-10=-542/756 16-17=-828/427, 3-17=-949/572, 15-16=-1503/1578, 14-15=-1323/1310, 30T CHORD 17-18=-328/318, 13-14=-1295/1282, 12-13=-1626/1699, 11-12=-919/594, 7-11=-997/615, 10-11=-256/254 WEBS 15-17=-1316/1242, 4-17=-1806/1849, 4-15=-525/664, 5-15=-2314/2349, 5-14=-323/174, 5-13=-2314/2338, 6-13=-467/609, 11-13=-1432/1354, 6-11=-1737/1786 NOTES- ') Unbalanced roof live loads have been considered for Ihis design. 2) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TOOL=6.0psf; HCDL=6,0psr,, h=25ft; Cat, 11; Exp C. Enclosed: C-C Exterioil -"-g to 1-11-7, Intericl 1-11-7 to 7.9-8, Exterior(2) 7-9.8 to 12-0-7, Intedoll 12.0-7 to 17-2.8, Exterior(2) 17-2-8 to 21-5-7,1ntedor(1) 21-5-7 to 2"-9: cantilever left and rig exposed ; end vertical left and right exposed: Lumber DOL=1.60 plate grip DOL=1.60 J) Provide adequate drainage to prevent water pond III 4) All MT20 otherwise Indicated. plates are plates unless This has been designed for a 10.0 bottom chord live load nonconcu rrent with any other live loads.O�l� e�OF�cu$�OAI;. +`'�L �� i) truss psf ' has designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �, 6) This truss been , will fit between the bottom chord and any other members. 20% has been applied for the green lumber members. t C5 C 70068 1t7Sr11 7) A plate rating reduction of 1) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1218 lb uplift at joint 78, 283 lb uplift at joint 16. 1465 lb uplift at joint 15, 586 lb uplift at joint 12, 1282 lb uplift at joint 10, 133 lb uplift at joint 14 and 1463 lb uplift at joint 13. 20 4) This truss has been designed for a total drag load of M pill. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag * loads along bottom chord from 0-0-0 to 25.0-0 for 260.0 pif. 10) Graphlcal purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Q 11) This truss has large uplift reaction(s) from gravity load calse(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. January 23,2019 1 wARNINO - Verify daargn paramefora and READ NOTES ON THIS AND INCLUDED NrTFK REFERENCE PAGE Fr!!•lI rd rev- 1We3�7a15 BEFORE USE Deslorn raid for use only with Mir" connectors. Tills daslgn is bsaed only upon paromelars shown, and is Iw an individual bullding component, not o cuss syell Selpro u9o, the pudding designer must verify the applicabtllty of design parameters and properly Incorporelo this design Nip the dveretl Addlllonal lomporary ems bracing MiTe� bolding deS�n. Bracing Indicated le to provoni buckling of individual Buss wnb ondW Chord members only. permenenr Is always required far atebildy and to prevonl collapse with po%Slbte Pmaonal injury and properly damage. For general gudunce regarding the famcanon, 7torea"ge. detivary, erection and brazing of trusses and Irun syalern5. see ANSVTI I7 4uallry Crlfanla, DS8.80 end BCSf Building Cempogenl from Trues Piste IrmfWa. 216 N. Lee Street, Suits 312. Alexandria, VA 22314. 250 Klug Circle Corone, CA 92800 Safafylnrwmx0*n available r ype Qty Ply Residence �©kr,. K6638692 NOTES- tll-M s Nov 16 2018 MiTek Industries, fnc: Tits Jan 22 16:54:25 2019 Page 2 tD; 3_EekSrHscNCIVSvEl8V4EyckNp•ydVthPACbRT2xlzmbDbgaDugVzhpS_Y8Ue7xmz6kt8 12) Hanger(s) or other connection device(s) shall be provided sufftclent to support concentrated load(s) 321 lb down and 471 lb up at 8-4-4, 104 lb down and 69 lb up at 9-3-12, 175lb down and 111 lb up at 11-3-12, 167 lb down and 107 tb up at 13-1.5, and 144 lb down and 101 lb up at 15-1-5, and 329lb dawn and 478 lb up at 16-7-13 on top chord. The design/Selection of such connectlon devlce(s) Is the responsibRity of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform loads (plf) Vert: 1.2=-80, 2-4=-80, 4-6=-80, 6-8=-80, 8-9=-80, 17-18=-20, 12-16=-20, 10-11=-20 Concentrated Loads (lb) Vert: 21=147 22=-104 23=-24 25=-17 26=-17 27=143 ALWARNINO • verlry deflpn perwmvIcra End READ NOTES ON 7NfS AND INCLUDED MITEK PMRFkCEPACE IVrfr•7473 ray. rm+0IWI$ BEFORE USE. Design valid for use only vrlln Miiu k® cannoclors. THE design k bawd Only upon pararratem shpwn, and Is for en lndiwidual bullding wmpanen t, npl a buss system. 8DWS us8. the building deaVrkor must vadfy the applrcabrlily of dosfgn paremetum and prcpady lfwwparele Ws daelgn Info She overall huilding do&". Bracing Inckaled is to pravont burkling of Individual buss wet) andror chord mambas only. Addlllonal larnporary and pefrnanent bracing is arwnyy repulred forstab8lty and to pre mnt callapge with posaiNo persona! injury and property damage. For general guidance regarding Oie labdcalton, almsge, delivery, WKIfon and brarh,g of busses and tru9s 9ystema, sae ANSVM11 QuaBty Gl9'ferla. DSB-80 and 8C SI Building Componens Safety 7nrwmarUon avallablo tram Truss Plale Institute, 218 N. Leo Sherri, Sulle"2. Alexandrle, VA 22314. aaam W' MiTek' 250 Klug Circle Corona. CA 92880 -pbb I �dtlntegre TrussTruss, 1.5x4 Truss Truss Type Qty Ply Zerbst Residence K5638693 IK01 CALIFORNIA GIRDER 1 2 ..lob Reference (optional) Inning, CA 8.220 s Nov 1 B 2018 MiTek Industries, Inc. Tue Jan 2216:54:28 2019 Pagel ID:3 EekScHscHCNSoETBV4EyckNp-SSBt40QmZKt5K9KlvgMoleRvKvl4lhN8Oh3DzsktR 3-0-11 7-1-15 7r63 t0�47 13-5-U 13t1€ 1 17-1151 21-5-8 3-0-11 4-1-5 0 2-11-13 2.11-13 0 4-1-5 3-6-2 4x6 = NAILED 4x6 = NAILED 3x4 = Scale = 1:41.3 6x6 = 7x8 = NAILtU NAILLU 6x6 = 6x6 THJA26 THJA26 L 7-1-15 10-6-0 03-0-11 9 .13 4-1-5 34.1 Plata Offsets (X,Y)- [3:03-0,0.1.1),15:03.0,0.1-11, [9:0-0 0.00-4�0],J10C1-",0.4.8j LOADING (psi) SPACING- 2-0-0 CSI. J-f(CLL 20.0 Plate Grip DOL 1.25 TC 0.17 "fCDL 20.0 Lumber DOL 1.25 BC 026 Fi3t3CLL 0.0 Rep Stress Incr NO WB 026 --'BCDL 10.0 Code IBC2015/TPI2014 Matrix -MS .j�.. k LLUMBER- 6OP CHORD 2X4 DF No.1&Btr G OT CHORD 2X6 DF SS G ` WEBS 2X4 DF No. 1&Btr G REACTIONS. (lb/size) 11=2494/Mechanical, 8=2647/0-5-8 Max Horz 11=-72(LC 22) Max Uplift 11=-836(LC 4), 8=-1001(LC 5) Max Grav 11=2859(LC 27). 8=3101(LC 27) 73-70-1 17-11d DEFL. in (loc) I/deft Ltd Vert(LL) 0.05 9-10 >999 240 Vert(CT) -0.16 9-10 >999 180 Horz(CT) 003 8 n/a n/a 21-5-8 3-6-2 PLATES GRIP MT20 220/195 Weight: 275 lb FT = 20% BRACING - TOP 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.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. %WORCES. (lb) - Max. Comp./Max- Ten -All forces 250 (lb) or less except when shown. rTOP CHORD 2-3=-364711213, 3A=-305411061, 4-5=-3539/1346, 5-6=-421111541, 6-7=-318/107, t 7-8=-291187 1'w�A90T CHORD 10-11=-78012457, 9-10=-1161/3396, 8-9=-1056/3066 1"" WEBS 3-10=-48311746, 4-10=-8531465, 5-9=-219/1970, 2-11=-3467/1100, 2-10=-374/804, h o 6-9=-450/752, 6-8=-394711380 f)) OTES- 'l) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: �1 Top chords connected as follows: 2x4 - 1 row at 0-9.0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. ei '$) Webs connected as follows: 2x4 - 1 row at D-9.0 oc. irW12) 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 plat ply conneclJons have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. /P 3) Unbalanced roof live loads have been considered for this design. Wlnd: ASCE 7-10; Vult=110mph (3 second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 3-0-11, Interiono) 3•D-11 to 7-1-15, Exterior(2) 7-1-15 to 11-4-14, Interior(1) 11-4-14l to 13-10-1, Extedor(2) 13-10-1 to 17-11-6, Interior(1) 17-11-6 to 21-3-12; cantilever left and right exposed ; and vertical left and right exposed; Lumber DOL=1.60plate grip OOL=1,60 5) Provide adequate drainage to prevent water ponding. J511l0) This truss has been designed fora 10.0 psf bottom chord live load noncpncurrent with any other Ilve loads. " �_� QO 0 y 7) This truss has been designed for a live load of 20.Opsf on the bottom Chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide C) C 70068 ), will fit between the bottom chord and any other members. W ,1,3) A plate rating reduction of 20% has been applied for the green lumber members. 111, 9) Refer to girder(s) for truss to truss connections. 9r30 202(1 t.1010) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 836 lb uplift at joint 11 and 1001 lb Zl.r, uplift at)olnt 8. li 11) Graphite] purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Use Simpson Strong -Tie THJA26 (THJA26 on 2 ply, Left Hand Hip) or equivalent at 7-6-10 from the left end to connect truss(es) to flQ" front face of bottom chord. 13) Use Simpson Strong -Tie THJA26 (THJA26 on 2 ply, Right Hand Hip) or equivalent at 13-5-6 from the left end to connect truss(es) January 23,2019 .4[conlltQtlL�tllh ttom chard. A& WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE Nil-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not 1 �' a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web end/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see AN81ITPl1 Quality Crrferla. DSO-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute, 21B N. Lee Street, Suite 312, Alexandra, VA 22314 1 Corona, CA 92880 Job Truss Truss Type Qty Piy Zerbst Residence K5638706 WB180072 M07 FLAT 1 1 Job Reference (optional) Integra truss, tsanning, u^ 8.220 s Nov 16 2U18 MITek Industries, Inc. Tue Jan 22 16:b4:38 2p19 Page 1 I D:3_EekScHscHCIVSoE18V4EyckNp-93ofBRX4czpvsd54vP4AmvAgVxmQ5bG9gipDQersktH - 3-0 Bd ti 0 8 &7-0 12-1-0 , 14-1-8 18-1-8 24-7-8 27.5-0 3.0 6 2-0-0 3 B 8 3--&:3 2-04 4-0-0 6.6.0 2-" Scale = 1:47.3 1.5x4 II 3x4 = 1.5x4 II UB — 1.5x4 II 1.5x4 II 5x8 = 1.5x4 II 3x4 — 1.5x4 II 1 2 3 4 5 6 7 8 918 10 lul 14 17 16 3x8 = 3x4 = 3x10 = 11 30 = 1.5x4 II 15 14 13 12 6x6 = 5x6 1 3-0 8 5-0-8 5 12-1-E M 13 7 81 •1 22.1$ 27w 0 2-0-0 U- -0 7-M 3 8 0 8-0-0 Tr3 B Plate Offsets (X,Y)-• L7Z44,04.01, [14:0-2-4.9: 9, H5-.0 3-8,0.1=8] - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 020 Vert(LL) -0.05 12-13 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.25 BC 025 Vert(CT) -0.16 12-13 >578 180 BCLL 0.0 Rep Stress Incr YES WB 0 32 Horz(CT) 0.01 11 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MS Weight: 120 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 5-2-14 oc purlins, BOT CHORD 2X4 DF No.1 &Btr G except end verticals. WEBS 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 16-17 REACTIONS. All bearings 17-0-0 except (jt=length) 17=Mechanical, 11=0-5-8. (lb) - Max Horz 17=-83(LC 18) Max Uplift All uplift 100 lb or less atjolnt(s) except 17=-157(LC 11), 11=-434(LC 14), 13=-380(LC 13), 15=-529(LC 11), 14=-681(LC 14), 12=-109(LC 13) Max Grav All reactions 250 lb or less atjoint(s) except 17=283(LC 16), 11=520(LC 17), 13=665(LC 18), 15=801(LC 16), 15=392(LC 1). 14=935(LC 17), 12=655(LC 1), 12=655(LC 1) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-574/592, 2-3=-927/829, 3-4=-1606/1508, 4-5=-968/1007, 5-0=-279/307, 6-7=-983/1011, 7-8=-689/717, 8-9=-74B/776, 9-10=-560/549 BOT CHORD 16-17=-400/503, 15-16=-813/961, 14-15=-903/1000, 13-14=-377/354, 12-13=-1090/1160, 11-12=-556/688 WEBS 2-17=-460/370, 7-13=-1035/932, 7-12=-1109/1007, 4-15=-1451/1450, 4-14=-1553/1403, 9-12=-872/813, 9-11=-779/766, 8-12=-255/80 NOTES- 1) Wind: ASCE 7-10; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 2-10-12, Interior(1) 2-10-12 to 27-3-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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 157 lb uplift at joint 17, 434 lb uplift at joint 11, 380 lb uplift at joint 13, 529 lb uplift at joint 15, 681 lb uplift at joint 14 and 109 lb uplift at joint 12. 8) This truss has been designed for a total drag load of 200 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 27-5-0 for 200.0 plf *\ s.1•./i 1* January 23,2019 ,& WARNING - Vedly design peramefere.nd READ NOTES ON THIS AND INCLUDED Mr7EK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system- Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web andlor chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fnb&nllon, slwago, delivery, ererdJ and bracing of trusses and trues systems, see ANSUTPH Quellly Criteria, DSB-89 and SCSI Building Component SoNty Infomfsrlon available frmn Truss Plate Institute, 218 N. tea Street, Suite 312. Alexandria, VA 22314. MiTek 250 Klug Circle rn.nnw CA 7Aan ob Truss Truss Type city Ply rbst Residence K5638707 4B180072 IMOB FLAT 1 1 Job Reference a Tana! n neyre . vauvnty, UK mg;eu a Nov 1G zuiits MrIBic maustrles, Inc. I ue Jan 22 15:54:37 2u1s Page l I D:3_EekScHscHCIVSoEIBV4EyckNp-dGM 1 OnYiNHxmUngGT6bPJ6jxMLOrgzNJuMYmy4zsktG 3 0 B 5-0 8 &7 0 12-1$ 1!H-1 18-1.8 24.7-6 27-" 3-0.8 2-0-0 3 6 8 9 8$ 2. , 4-0-0 8$ 0 2-9$ Scale = 1:47.3 1.5x4 II 3x8 1.5x4 3x4 —_ 1.5x4 I 1.5x4 II 5x10 = 1.5x4 II 3x6 — 1.5x4 II 1 2 3 4 5 6 7 8 918 10 3x6 = 1.5x4 II 3x4 = 5x6 = 3x8 = 5x10 = 6x6 = 3 0 S 5-0-8 12-1.8 W1.8 21-10-12 21-5.0 308 2-00 7-1-0 2-" 7.9-4 T 5-" PjBtB t7ffseffi 7[ Y :t3•.}' -8 D•'!-8 . :0-3.4 0-3-q 13:fl-3-8 W1•S 14:0.2-4 0-3-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP -CLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.20 14-15 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.77 14-15 >339 180 1CLL 0.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.05 12 n/a n/a BCDL 10.0 Code IBC2015lTPI2014 Matrix -MS Weight: 120 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 4-4-1 oc purlins, JOT CHORD 2X4 DF No.1 &Btr G except end verticals. WEBS 2X4 OF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12 REACTIONS. (lb/size) 17=815/Mechanical, 11=-453/0-5-8, 12=2079/0-5-8 Max Horz 17=-83(LC 7) Max Uplift 17=-96(LC 4), 11=-453(LC 1), 12=-189(LC 5) Max Grav 17=815(LC 1), 11=31(LC 4), 12=2079(LC 1) 7ORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (Ib) or less except when shown. rOP CHORD 2-3=-1475/150, 3-4=-1475/150, 4-5=-1786/174, 5-6=-1748/177, 6-7=-1748/177, 7-8=-199/1969, 8-9=-199/1969 -' OT CHORD 16-17=-180/1488, 15-16=-180/1488, 14-15=-274/2142, 13-14=-188/1748, 11-12=-872/79 WEBS 2-17=-17891181, 4-15=-748/123, 4-14=-408/100, 7-13=-105/1745, 7-12=-2326/286, 9-12=-1314/164, 9-11=-61/1052, 2-16=-5/336, 3-15=0/283, 6-13=-555/99, 8-12=-321/80 IOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 2-10-12, Interior(1) 2-10-12 to 27-3-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 1) Provide adequate drainage to prevent water ponding. J) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3$-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. ,) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 96 lb uplift at joint 17, 453 lb uplift at joint 11 and 1891b uplift at joint 12. C 70068 January 23,2019 WARNING - Veft design parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERENCE PAGE Nil-7473 rev. 11403,2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design paramolers and properly •ncogw rate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members arty. Additional temporary and pannanent bracing M3Tek Is 81ways required for stability and to prevent calla pse wllh possible pdrsonal injury and property demagp. For general guidance regarding the abdcallon, storage, delivery, erection and bracing of trusses and truss systama, sae A 11=1 Quality C~P, DSO-89 and SCSI Building Component 250 Klug Circle SefefylnloemaHun available from truss Plate Institwo, 218 N. Lea Street, SWIe 312, Aloxandria, VA 22314. Corona, CA 92880 Ply ;Zerbst Residence Job Truss 'Truss Type Oty WB180072 M08A FLAT Integra Truss, Banning, CA 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:54:38 2019 Page 1 ID:3_EekScHscHCIVSoEIBV4EyckNp-5SVQh7ZK8a3dhFTlp7e$KF401KCZPgS70IJVWzskfF 3 0 8 5-0 8 Mill 7 0 1V1$ 14." 18-1-8 24.7.0 27u� 0 3 0 8 2-0-0 3-6-8 3-6-8-0 0 2-0-0 40 8 0 2-9-8 1,5x4 II 3x8 = 1.5x4 II 3x4 = 1.5x4 II 1.5x4 II 1 2 3 4 5 6 5x10 = 1.5x4 II 3x6 = 7 8 918 Scale = 1:47.3 3x6 = 1.5x4 II 3x4 = 5x6 = 3x6 = 5x12 = 6x6 = 3-0$ BA 8 12 1 8 14 1-8 21-10-12 7-1-0 2 744 trB�t Plate Offsets (X,Y)— [2:0-3-8,0-1-B], [7:0-2-12,0.341, [13:tiwM.0.1-B], UI-A 2-4 0441 LOADING (psf) SPACING- 2-2-8 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.22 14-15 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.85 14-15 >307 180 BCLL 0.0 Rep Stress Incr NO WB 0.64 Horz(CT) 0.06 12 n/a n/a BCDL 10.0 Code IBC20151TPI2014 Matrix -MS Weight: 120 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-6 oc purlins, BOT CHORD 2X4 DF No.1&Btr G except end verticals. WEBS 2X4 DF No 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12 REACTIONS. (lb/size) 17=900/Mechanical, 11=-500/0-5-8, 12=2295/0-5-8 Max Horz 17=92(LC 6) Max Uplift 17=-106(LC 4), 11=-500(LC 1), 12=-209(LC 5) Max Grav 17=900(LC 1), 11=34(LC 4), 12=2295(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1628/166, 3-4=-1628/166, 4-5=-1972/192, 5-6=-1930/196, 6-7=-1930/196, 7-8=-220/2175, 8-9=-220/2175 BOT CHORD 16-17=-198/1643, 15-16=-198/1643, 14-15=-302/2365, 13-14=-208/1930, 11-12=-963/87 WEBS 2-17=-1976/200, 4-15=-826/136, 4-14=-450/110, 7-13=-116/1927, 7-12=-2569/316, 9-12=-14511181, 9-11=-68/1162, 2-16=-5/371, 3-15=0/312, 5-14=0/250, 6-13=-613/110, B-12=-355/88 NOTES- 1) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 2-10-12, Interior(1) 2-10-12 to 27-3-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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 glyder(s) for truss to truss connections R��i~SSIQNq 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 106 lb uplift at joint 17, 500 lb uplift at joint 11 and 209 lb uplift at joint 12. y0 PgMIING C 70068 *\ e- ) /1 /* January 23,2019 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERENCE PAGE MII-7473 rev. 10 0312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not UK a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall t� building design. Bracing indicated Is to prevent buckling of Indlvldual truss web and/or chord members only. Additional temporary and permanent bracing ITeW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fsbrlration, slolag0. delivery. erection and bracing of trusses and Wss systems, see ANSIITPII Quality Criteria, DS13-89 and BCSI Building Component 250 Klug Circle A. reN In/ermar7nn—AIIAHa from Truss Plate Institute. 218 N. Lne Street. Suite 312 Alexandria VA 22314. Cnrnna CA 92 4 11111 Truss Truss Type IBIB0072 M09 ROOFSPECIAL ,,...n ,.— .,o,,,,,,k" _ Qty Ply 2srbe! Residence K5638709 1 1 Job Reference.{optronalJ 8.22D s Nov 16 2018 MITek Industries, Inc. Tue Jan 2216:54*39 2019 Page 1 ID:3_EekScHscHCIVSoEIBV4EyckNp-aeTopTayvuBUj4gfaXetOXoBBBdMIsRbMfl tl yzsktE 12-10-15 t 3.1-0 _ r S-1-0 t 711.8 10.&10 T1r}li 145-0 19d-0 , 1411-9 Z84* 25-6-0 , 298•p 36-0-0 3a-9-0 �3-1�240T 21ti 19 4� 1T1 &13�40T 3-0•S� 341�8 2." C-0.6 6-6-0 —�?•9$ Scale = 1:67.3 4x6 = 2x4 3x4 = 1.5x4 II 4x10 = 2x4 I 3x10 = 1.5x4 5x6 = 1.5x4 II 1.5x4 II 410 5x8 = 3x8 —_ 2x4 I 1 2 32 3 4 5 6 7 8 9 10 11 12 13 33 14 15 au ze 28 2t 25 22 21 20 19 18 17 16 3x4 = 1.5x4 II 3x4 = 3x6 = 2x4 11 3x8 = 3x6 = 5x6 = 3x10 = 5x12 = 6x6 = 2x4 11 5x8 = 5x12 = 1.5x4 2x4 11 12-10-15 11-" 11-4-14 61-0 SO 7d 14S i•t4 t0. lE-SaHO 239.0 2ti-6-0 Sg,9$ 0-6-6 LOADING (psf) SPACING- 2-7-0 CSI. DEFL. in (loc) I/deft Ud 'CLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.23 19-20 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.87 + Vert(CT) -0.90 19-20 >302 180 3CLL 0.0 Rep Stress Incr NO WB 0.67 II Horz(CT) 0.03 17 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MS PLATES GRIP MT20 220/195 Weight: 180 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-9 oc purlins, 30T CHORD 2X4 DF No.1 &Btr G except end verticals. WEBS 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 0-5-8. (lb) - Max Horz 31=-100(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 31 except 16=-527(LC 1), 17=-231(LC 5), 26=-207(LC 5) Max Grav All reactions 250 lb or less at joint(s) 16 except 31=366(LC 9), 17=2542(LC 1), 26=2095(LC 1) °ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown rOP CHORD 2-3=-303/44, 3-4=-303/44, 4-5=-212/2008, 5-6=-218/2038, 6-7=-49/276, 7-8=-1279/131, B-9=-1279/131, 9-10=-2016/203, 10-11=-2002/206, 11-12=-2002/206, 12-13=-243/2381, 13-14=-243/2381 BOT CHORD 30-31=-70/334, 29-30=-70/334, 28-29=-448/88, 27-28=-317/37, 5-26=-396/81, 20-21=-115/1278, 19-20=-265/2281, 18-19=-189/2002, 16-17=-1036/96, 24-26=-324/88, 23-24=-494/92 NEBS 2-31=-325/66, 9-20=-1126/170, 9-19=-300/90, 3-29=-307/81, 12-18=-106/2115, 12-17=-2689/330, 14-17=-1614/211, 14-16=-74/1248, 11-18=-629/117, 13-17=-380/97, 8-20=0/394, 4-29=-110/850, 6-26=-1916/191, 4-26=-1722/179, 22-23=-591/85, 6-23=-76/1320, 21-23=-118/1319, 7-23=-2015/195 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterlor(2) 0-1-12 to 4-0-5, Interior(1) 4-0-5 to 38-7-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1 60 1) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �yQ�S51dN I) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ��Q O�' G �jy C will fit between the bottom chord and an other members.46, i) A plate rating reduction of 20% has been applied for the green lumber members. }Q 9a 2 B) Provide mechanical connection (by olhels) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 31 except (jt=lb) �+ 16=527, 17=231, 26=207. C 70068 EXR 9-30-2020 January 23,2019 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE MII.7473 rev. 10A13/2015 BEFORE USE. 0eeign valid for use only with MITeklb cannaclom. This design Is based Only upon parameters shown, and Is lbr an Individual building component, nol a truss system. Before use, the building dosignsr must verify the appllcabli4y of design pars haters and properly Inoorporale this design Into the overall ✓ bullciln9 4d5lgn. Bracing indicated is to prevent buckling of individual Wes web andiar chord members only. Additional lamporary and permanent bracing M �T@i4 - to aWays required For atabilily and to prevenl colispse with possible peradndl injury and property damage. For ganerel guodence ragimcing the febrEcatlon, 1lorage, d511v5ry. oreclidn and bracing of Itussas and Irua systems, Sae ANSLIM quality Crlterte. DS8.89 and SCSI 8urfd1W Component 250 Klug Circle Safety Information available from Truss Plata Ins0411e. 218 N. Led Shoat, suite 312, Aiaxendde, VA 2237d. Corona, CA 92880 i ,Job Truss Truss Type City Ply Zerbst Residence K5638710 'WB180072 M10 ROOF SPECIAL 1 1 Job Reference (optional) Intagfa Truss, Banning, CA 8.220 s Nov 16 2016 MiTek Industries, Inc. Tue Jan 2210:S4A0 2019 Page 1 ID:3_EekScHscHCIVSoEl8V4EyckNp-2r1A0paagCKLLEOrBE96xlKQOY1e1L3lbJnQZPzsktD 12-10-15 1a &1.0 T•11d tl1-e-1D 1 - 14d•0 ! 1p-1 F-8 28�-0 25•s•4 AB�-D 35.0-0 ,. 98-fi-8_� s.1 u x-0 D atD4f 2•to c 07.4 1$1 1� 1 Y D D s s a 36-0 2aa 4414) e a a s ra a Scale = 1:67.3 3x8 = 2x4 II 3x4 = 1.5x4 II 400 = 2x4 II 3x6 = 1.5x4 5x6 = 1.5x4 II 1.5x4 II 08 — 5x6 = 3x6 —_ 2x4 I 1 2 32 3 4 5 6 7 8 g 10 11 12 13 33 14 15 I� d 31 30 29 28 27 25 22 21 20 19 18 17 16 3x4 = 1.5x4 II 3x4 = 3x6 = 2x4 II 3x6 = 3x4 = 5x6 = 3x6 = 412 = 3x6 = 2x4 115x8 = 5x12 = 1.5x4 II 2x4 12-10-15 11-8-0 11-4-14 at1.5 T , 1".10so- t4dD t&SD 27aII 25$-0 aas4 '�•s•fl cz 0-3Ao Plate Offsets (X,Y}- [6:0.3 8,0 1.8]. L8:Oti3 0.0-3-0] ji3:0 3 0,0-3 Ot. f18 0 3-S;a 1 8] L19 0-?1 O,U 3 Oy, E29:0.5-8�0.2 8) LOADING (psf) SPACING- 2-0-0 CST. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.18 19-20 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.70 19-20 >391 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.02 17 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MS Weight: 180 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 4-10-1 oc purlins, BOT CHORD 2X4 DF No 1 &Btr G except end verticals. WEBS 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 0-5-8. (lb) - Max Horz 31=77(LC 6) Max Uplift All uplift 100 lb or less atjoint(s) 31 except 16=-408(LC 1), 17=-179(LC 5), 26=-160(LC 5) Max Grav All reactions 250 lb or less atjoint(s) 16 except 31=283(LC 9), 17=1968(LC 1), 26=1622(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-164/1555, 5-6=-168/1578, 7-8=-990/101, 8-9=-990/101, 9-1 0=-1 561/157, 10-11=-1550/159, 11-12=-1550/159, 12-13=-188/1843, 13-14=-188/1843 BOT CHORD 30-31=-54/258, 29-30=-54/258, 28-29=-347/68, 5-26=-307/63, 20-21=-89/989, 19-20=-205/1766, 18-19=-146/1550, 16-17=-802/74, 24-26=-251/68, 23-24=-383/71 WEBS 2-31=-251/51, 9-20=-872/132, 12-18=-82/1637, 12-17=-2081/255, 14-17=-1249/164, 14-16=-57/966, 11-18=-487/90, 13-17=-294/75, 8-20=0/305, 4-29=-85/658, 6-26=-1483/148, 4-26=-1333/139, 22-23=-458/66, 6-23=-58/1022, 21-23=-91/1021, 7-23=-1560/151 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 4-0-5, Interior(1) 4-0-5 to 38-7-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. OF E.SSI0N �" 5) A plate rating reduction of 20% has been applied for the green lumber members. ��� 'N � 2y� �i'�. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 31 except gt=lb) yw 16=408, 17=179, 26=160. 4PpM Ci 70068 EXP.9-30-2029 * kP -Ofi CgL1F�� January 23,2019 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERENCE PAGE 111II-7473 rev. 10103/2015 BEFORE USE. MIT Design valid for use only with MUM6 canneetom. This dosfgn Is bond only upon pammetars Shawn, and Is for an indivfduat bu0ding component, *at a truss System. Before use, the building dealgnor must verily the aDplltabll lty of desxpr Para molars and property inoorporeto III& design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web arldfor chord meenWre only AddlOonal temporary and pamlanenl bracing MiTek is sways rb4uired for stability, and to prnvanl collapse wilh possible penronal Irqury and properly damage- Farganoral gulclence regarding the fabncallon, storage, delivery, etacim end bracing of Trusses and Truss systems, see ANSI.?Pf1 Quaflly Crlferla, OSE-89 and SCSI Building Component 250 Klug Clrcle Safety Information availsblo ilom Truss Plate lrutlllute, 218 N. tie Suaal. SuaB 312, Alexandda, VA 22314. Corona, CA 92880 yob K5638711 /B180072 M11 FLAT 1 1 1 _ ,Job Reference (optional) Integra Truss, Barming, CA 8.220 s Nov 16 2018 MITek Industries, Inc. Tue Jan 22 16:54:41 2019 Page 1 ID:3 EekScHscHCiVSoEl8V4EyckNp-W1bYE9bDRVSCxOz2iygLTythxyU9mr5upzW_5rzsktC I 1�-0 3.6•A 4.11-i0 &1A &70.8 1V" 1S-10-0 3-3-8 4.10.15 1 54-11 Scale = 1:32 7 1.5x4 II 3x4 = 1.5x4 II 3x6 = 3x6 = 1.5x4 II 3x10 = 2x4 II 1 2 PO 3 4 5 6 7 21 6 6x6 = 3x6 II 19 18 6x6 = 1.5x4 11 1.5x4 II 300 = 17 16 12 11 2x4 = 3x4 = 5-6-14 �1£J :i-a.4 4.11.19 � } �-10-8 13.9-5 2-0.0 15-8 0.V-74 9 7.6 :-10- 5 -OADING (psf) SPACING- 2-0-0 TCLL 200 Plate Grip DOL 1.25 'CDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES 3CDL 10.0 Code IBC2015/TPI2014 '-UMBER- FOP CHORD 2X4 DF No.1 &Btr G ROT CHORD 2X4 DF No.1 &Btr G NEBS 2X4 DF No.1 &Btr G 1.5x4 II 3x4 = 10 9 _ 1610.11 6.411 (loc) I/deft Ud PLATES GRIP 9-10 >999 240 MT20 220/195 9-10 >999 180 10 n/a n/a Weight: 89 lb FT = 20% 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: 15-16. IlEACTIONS. All bearings 4-11-10 except Qt=length) 9=1 3-3-2,12=13-3-2, 11=13-3-2, 10=1 3-3-2,14=0-5-8. (lb) - Max Horz 19=-89(LC 12) Max Uplift All uplift 100 lb or less atjoint(s) 16, 12, 10 except 19=-697(LC 11), 9=-352(LC 14), 15=-589(LC 14), 18=-687(LC 14), 17=-766(LC 11), 11=-239(LC 12), 14=-103(LC 13) Max Grav All reactions 250 lb or less at joint(s) 16, 12, 14 except 19=716(LC 16), 9=455(LC 15), 15=601(LC 17), 18=791(LC 17), 17=866(LC 16), 11=471(LC 15), 10=480(LC 1) CSI. DEFL. in TC 022 Vert(LL) -0.01 BC 0.15 Vert(CT) -0.03 WB 0.34 Horz(CT) 0.00 Matrix -MS BRACING - TOP CHORD BOT CHORD rORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 1-2=-259/252, 2-3=-267/267, 3-4=-498/498, 5-6=-890/891, 6-7=-762/763, 7-8=-1026/1003 BOT CHORD 18-19=-492/499, 17-18=-279/285, 16-17=-253/258, 4-15=-634/621, 5-13=-417/381, 11-12=-609/620, 10-11=-1064/1078, 9-10=-887/949 WEBS 7-9=-968/979, 2-18=-731/693, 2-19=-841/836, 6-11=-292/85, 7-10=-372/157, 7-11=-892/880, 4-17=-923/927, 5-11=-996/989 VOTES- 1) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 18-8-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 ?) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. d) 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. i) " This truss has been designed for a live load of 20.Opsf 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. i) A plate rating reduction of 20% has been applied for the green lumber members. 7) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify J capl4clty of bearing surface. B) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ill uplift at joint(s) 16, 12, 10 except (jt=lb) 19=697, 9=352, 15=589, 18=687, 17=766, 11=239, 14=103. d) This truss has been designed for a total drag load of 200 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 18-10-0 for 200.0 plf. 4-.! l� d ESSIp IiNG =y4P act C 70068 EXR 9-30-2020 -k s'aq cIV11. January 23,2019 WARNING - Vedfy design Parameters and READ NOTES ON THIS AND INCLUDED UITEK REFERENCE PAGE 111II.7473 rev. 10M3,2015 BEFORE USE. Dealgn valid for use only with MiTaltt coMa[tuts. This design is basod only upon paralmalum shown, and is for an Individual t4lding mmponanl, not a truss system. Bolos use, the bulydmg duslgner must verify the appUmbllily of design paramotars and proWy Incorporate ihls daslgn into the overall building design. BradN Indicaled Is to pravanl duckling of individual truss wab andlor chord memders only. Additional turnMary and permanent bracing MiTek is always required for stability and to preith vent coliepso wposaiblo porsonel Injury and pmpurly domag, Far general guidance regarding the fabrlce0on, storage, delivery, erscdon and bmacing or lrusass and truss systems, sae ANSiviP!! Ruallfy CHterfa, DSD40 and SCSI Building Component 250 Klug Circle Selefy Inlormaflon availably 1mm Truss Plato Motiluto, 218 N. Leo Street, $Hite 312, Aloxandda, VA 22314. Corona, CA 92880 Job Truss Truss Type IOty Ply Zerbst Residence K5636712 WBlBO072 M12 FLAT 15 1 .Job Reference o tional Integra Truss, Banning, CA 8.220 s Nov 16 2018 MITek Industries, Inc. Tue Jan 2218:54A2 2019 Page 1 I D:3_EekScHscHCIVSoEl8V4EyckNp-_D9wRVcrBpa3aYYEGfBaOAQvaMsFVN022dGXeHzsktB 141-4 3-6 4 5-0-0 14" 2-A O 4-5-12 10 3 3x4 = 3x4 = 1.5x4 11 1.5x4 11 3x4 = Scale = 1:12.8 1—" a." 6.0-0 1-6-4 _ 2-M + tS t2� LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.03 Vert(LL) -0.00 7 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 002 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code IBC20151TP12014 Matrix -MS Weight: 26 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2X4 OF No.1 &Btr G except end verticals. WEBS 2X4 OF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=212/Mechanical, 5=212/0-1-8 Max Horz 8=-108(LC 4) Max Uplift 8=-95(LC 4), 5=-95(LC 5) Max Grav 8=229(LC 9), 5=229(LC 10) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. WEBS 3-5=-254/116 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-10-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 8, 5. Q�pF EssI0 V'1C �Q OMNG tv=P 90 C 70088 *\ .NZN•:, I* January 23,2019 ,& WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED UrTEK REFERENCE PAGE UX7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly Incorporate this ooslgn Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web andler chord members only. Addlllcnel tomporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guldance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUMI Quallly Criteria LISII-89 and SCSI Building Component Safely Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. W1 MiTGk 250 Klug Circle Corona, CA 92880 yob Truss Truss Type Qty Ply ZerbstResidence K5638713 IBIB0072 IM13 FLAT ;2 1 Job Reference o clonal Integra Truss, Banning, CA 6.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:54:42 2019 Page 1 ID:3_EekScHscHCIVSoE18V4EyckNp-_D9wRVcrBpa3aYYEGfBaOAQvOMs7VNH22dGXeHzsktB 1 4 3-6A 5-6.0 2-0-0 1-11 12 3x4 = Scale = 1:14.8 1 9 2 10 11 3 4 i-B-4 1$4 -OADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 -CDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO 3CDL 10.0 Code IBC2015/TPI2014 '-UMBER- TOP CHORD 2X4 OF No.1 &Btr G 90T CHORD 2X4 OF No.1 &Btr G NEBS 2X4 OF No.1 &Btr G tEACTIONS. (lb/size) 5=243/0-5-8, 8=276/Mechanical Max Horz 8=-108(LC 4) Max Uplift 5=-100(LC 5). 8=-112(LC 4) Max Grav 5=260(LC 10), 8=291(LC 9) 5 30 = 3-61 54-0 2.0-0 1-11-12 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.04 Vert(LL) -0.00 7 >999 240 MT20 2201195 BC 0.04 Vert(CT) -0.00 6 >999 180 WB 0.03 Horz(CT) 0.00 5 n/a n/a Matrix -MS Weight: 28 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-5=-273/109, 2-8=-325/129 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-4-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 1) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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 3) Refer to girder(s) for truss to truss connections 1) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Ot=lb) 8=112. d) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 19 lb up at 1-0-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. J) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). -OAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 5-8=-20 Concentrated Loads (lb) Vert: 9=-50(F) pFESS10 4,0 ING z �y C 70068 January 23,2019 AWARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE NII-747d rev. 10 0312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameter; shown, and Is for an individual bullding component, not e tress system. Before ties, the building assignor must verify the applicability of design na nrmntem anA properly Inco+porala ftI doslgo Imo llw overall buildlrlg design. Bracing indicated is to prevent buckling of Individual truss web and/or Chord membom only Addillenat temporary and permananl bracing T � k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Mr ! 1aMcadon, siorags, delivery, erection and bracing oftrusses and rru ss systems. see ANSI?P11 Quality Criteria, DSB-69 and SCSI Building Component 250 Klug Circle Safely Inform0on available Irom Truss Plate Instltuta. 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Corona, CA 92880 Job Truss russ Type Oily Pty t Residence K5638714 INBl00072 M14 [FLAT 3 1 Job Reference {optW integra Truss, Refining, CA 8.220 s Nov 18 2018 MITek Industries, Inc. Tue Jan 22 16:54:43 2019 Page 1 I D:3_EekScHscH C I VSo El8V4EyckN p-SQjJfq dTy7iwC 17QpN IgZNy4A mB M EgcB H H?4AkzsktA 1-0-4 3-6-4 5-0-0 1-0-4 2-0-0 1-5-12 1 9 2 10 11 3 3x4 = 4 Scale = 1:12.8 JRY 1.5x4 II 1.5x4 II 3x4 = 8 3-6-4 1 8 4 2-" t 5-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 7 >999 240 MT20 2201195 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(CT) 000 5 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MS Weight: 26 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2X4 DF No.1 &Btr G except end verticals. WEBS 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=252/Mechanical, 5=221/0-1-8 Max Horz 8=108(LC 6) Max Uplift 8=-111(LC 4), 5=-99(LC 5) Max Grav 8=269(LC 9), 5=240(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-5=-283/125, 2-8=-268/122 NOTES- 1) Wind: ASCE 7-10; VuIt=11Omph (3-second gust) Vasd=87mph; TCDL=6 Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-10-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 8=111. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 20 lb up at �gf ESSIflN� 1-0-8 on top chord. The design/selection of such connection device(s) is the responsibility of others Q 11) 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) Standard C %0068 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 x7 Uniform Loads (plo Vert: 1-4=-70, 5-8=-20 * EXP.9-30.2020 Concentrated Loads (lb) Vert: 9=-50(F) January 23,2019 WARNING - Verify design p nunelere and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE NII.7473 rev. 10110312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not III a truss system Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 110TOk" j is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Qualify Criteria, DSB-89 and SCSI Building Component 250 Kiug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Corona, CA 92880 K5638715 JB180072 IM15 FLAT 1 1 Banning, CA 8.220 s Npv 16 2018 MiTak Industries, Inc. Tue Jan 22 16:54:44 2019 Page 1 I D:3_Ee kScHscH C IV SoE18V4EyckN p-wcH hsAe5jQq mq si cN4 D35bV Fu9XZzH rLVxle IAzskt9 1$d 344 5-0.0 —•1 �� 2-&0 1-5-12 1 9 2 10 11 3 3x4 = 4 Scale=1:12.8 1.5x4 II 1.5x4 II 3x4 = 8 1-g.q 344 SO 0 1-5-12 -OADING (psf) SPACING- 2-1-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.04 Vert(LL) -0.00 7 >999 240 MT20 220/195 rCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(CT) 0.00 5 n/a n/a 3CDL 10.0 Code IBC2015/TP12014 Matnx-MS Weight: 26 lb FT = 20% 1-UMBER. BRACING- rOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, ROT CHORD 2X4 DF No. 1&Btr G except end verticals. NEBS 2X4 DF No.1 &Btr G BOT CHORD Rigid Ceiling directly applied or 10-0-0 oc bracing. 2EACTIONS. (lb/size) 8=261/Mechanical, 5=230/0-1-8 Max Horz 8=-113(LC 4) Max Uplift 8=-114(LC 4), 5=-102(LC 5) Max Grav 8=279(LC 9), 5=249(LC 10) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-5=-294/129, 2-8=-279/126 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-10-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 1) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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. i) Refer to girder(s) for truss to truss connections. 1) Bearing at joint(s) 5 considers parallel to grain value using ANSI1TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. d) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=114,5=102. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 19 lb up at 1-0-8 ��VESS'0A4 on top chord. The design/selection of such connection device(s) is the responsibillty of others. 11) In the LOAD CASE(S) Q section, loads applied to the face of the truss are noted as front (F) or back (B).aM�i�G LOAD CASE(S) Standard Z �LI 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 _`fir C 70068 Uniform Loads (plf) Vert: 1-4=-73, 5-8=-21 FXP.9-30.2020 Concentrated Loads (lb) * *' Vert:9=-50(F) January 23,2019 WARNING - Verify design parameter: and READ NOTES ON THIS AND INCLUDED HTTEK REFERENCE PAGE MII-7473 rev. 10103,2015 BEFORE USE. Doelgn Vasd for use Only wish Mk-Tekt cannuctm. This design Is based oniy upon parameters shown, Find is lot an indYuidual building 0"Ponent, not a Irusa ayatom. Bofors use, the building designer must verity the appllcapiltiy of despgn paramtIuM end properly incorporate this dosigo Into the marail building design- Sraung Indiceidd le to prevent buckling of individual buss web andlor chord members only. Additional lomporary and Parma rant Necbq Mire K is always fcfquired for stability and m preveni collapse wllh possible persannl Injury and property damage. For general guidance regarding tits fabdoolion, aleragn, delivery, aredon and Iaaclng of iruma3 and trues systems, see ANSbTPII CWsPfy Cidtarls, 056-89 and SCSI BuIld/ng Component Safety Inforrundan evalluble from Truss Plate Irreillum. 218 N. Lea Street. Suite 312, Alexandria, VA 22314. 250 Klug Circle Corona, CA 92880 Job Truss Truss Type laity Ply Ierhat Residence K5638716 IWB180072 M16 FLAT 2 1 b Reference (opiiatsel) Integra Truce. Banning, CA 8,220 a Nov W W18 MfTex Inausities, Inc. rue Jan 22 16:54:44 ZU19 Page 1 I D:3_Ee kScH scHC IV SoEl8V4EyckN p-wcH hsAe5j Qq mgsicN4 D35bV Fw9XazHsLVxl eiAzskt9 1t 2- 0 1-55-12 1-6-4 1.6-d LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 • Rep Stress Incr NO BCDL 10.0 ` Code IBC2015/TPI2014 10 11 3 3x4 = Scale = 1:12.0 1.5x4 II 1.5x4 II 3x4 = 3-6 4 --4 64� 2-M 1 dr12 CSI. DEFL. In (loc) I/deft L/d PLATES GRIP TC 0.04 Vert(LL) -0.00 7 >999 240 MT20 220/195 BC 004 Vert(CT) -0.00 6-7 >999 180 WB 0.02 Horz(CT) 000 5 n/a n/a Matrix -MS Weight: 26 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF No.1&Btr G BOT CHORD REACTIONS. (lb/size) 8=252/Mechanical, 5=221/0-1-8 Max Horz 8=108(LC 6) Max Uplift 8=-111(LC 4), 5=-99(LC 5) Max Grav 8=269(LC 9), 5=240(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-5=-283/125, 2-8=-268/122 Structural wood sheathing directly applied or 5-0-0 oc puriins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-10-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load noncwncurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=lb) 8=111. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 20 lb up at 1-0-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 5-8=-20 Concentrated Loads (lb) Vert: 9=-50(F) ING 0 �yr� Ci 70068 January 23,2019 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10MV2018 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall ii�� 1 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe K' j is always required for stability and to prevent collapse with possible personal Injury and property damags. For gsnwal guidance regnrdrng the Il fabrication, storage, delivery, erection and bracing of trusses and truss systems, see AJVSYTPII QuaNly Crtlarla, DSH-89 and SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Corona, CA 92880 „ob Truss Truss Type IB180072 IM18 ROOF SPECIAL i Integra Truss, Banning, CA 13 I[) IPly :Zerbst Residence K5638717 1 1 ,Job Reference o tional 8.220 s Nov 16 2018 MITek Industries, Inc. Tue Jan 22 16,54:45 2019 Page 1 I D: c9 PB Rgj3 LRoDTY9BZs F_J hy4imJ-Oor33 W ej Ukyd R? H pxol leo2 PSZrFi kxUkbU BEczs kt8 3-11-0 6-5.12 6-5-12 i 10_” 3-11-0 2-642 240 1-6-4 Scale=1:18.8 9 3x4 = 8 7 6 1.5x4 II 1.5x4 II 348 , 3-11-0 _OADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 CDL 15.0 Lumber DOL 1.25 BC 0.14 BCLL 0.0 Rep Stress Incr YES WB 0.03 3CDL 10.0 Code IBC2015/TP12014 Matrix -MS '.UMBER- fOP CHORD 2X4 DF No. 1&Btr G 90T CHORD 2X4 DF No. 1&Btr G NEBS 2X4 DF No.1&Btr G *Except* 12-13: 2X6 DF SS G REACTIONS. (lb/size) 12=127/0-5-8, 6=268/Mechanical, 11=472/0-5-8 Max Horz 12=-136(LC 4) Max Uplift 12=-50(LC 4), 6=-68(LC 5), 11=-64(LC 5) Max Grav 12=128(LC 10), 6=270(LC 9), 11=472(LC 10) ''ORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. r3OT CHORD 2-10=-267/94 WEBS 4-6=-360/83 30 6-5-12 8-5-1.2 1p p 0 2-6-12 2-0-0 1-&d DEFL. in floc) I/deft L/d PLATES GRIP Vert(LL) -0.00 8 >999 240 MT20 220/195 Vert(CT) -0.02 8 >999 180 Horz(CT) 0.00 6 n/a n/a Weight: 43 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- ,) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 9-104; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 l) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads. 9 " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 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. 1) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 6, 11. 0 QFypF ESSION,g( MIN G 2y etc 90 C 70068 January 23,2019 ,& WARNING - Varly design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERENCE PAGE MII-7473 rev. 10,a3/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability, of design 0e+umstom and property Incorporate this design into Iho ovrnall building design. Bracing indicated is to pre vch ent buckling of individual truss web end/orord members only. Additional temporary and permanent bracing Mi !T e k_ is always reeul%O for stability and to Wuvent collapse with pessiblo personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, orwilon and bracing of trusses and Ituss systems, see ANSUTPI1 Qualify Criteria, DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute, 216 N. Lee Street, Suite 312, Alexandria, VA 22314- Corona, CA 92880 .Job Truss Truss Type INBI80072 M19 ROOF SPECIAL Integra Truss, Bar lrgl, CA 3x6 = PlataOffSB15 (x Y)-- LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 3-11-0 6-5-12 8-5-12 3-11-0 2-6-12 2-0-0 8.220 s Nov 18 2p18 MITak tndustrtes, Ino. Tua Jan 22 16:54:46 2019 Pagel I D:c9PBRgj3 LRoDTY9BZsF_Jhy4i mJ-s?ORHsfL F24U39s? V VGXAOa W Jz8CRyEdzFEI n2zskt7 11-2-8 18-6-0 2 8-12 7-3-8 Scale = 1:31.2 4x6 = 18 3x4 = 1.5x4 II 1.5x4 II 3X4 = 3x6 = 2-6-12 12-0-0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber COL 1.25 Rep Stress Incr YES Code IBC20151TP12014 LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF No.1&Btr G "Except" 14-15,7-16: 2X6 DF SS G 2-8-12 18130 � CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP TC 0.37 Vert(LL) -0.06 8-9 >999 240 MT20 220/195 BC 0.35 Vert(CT) -0.23 7-8 >751 180 WB 0.99 Horz(CT) 0.02 7 n/a n/a Matrix -MS Weight: 81 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14,12-13. REACTIONS. (Ib/size) 14=98/0-5-8, 7=648/0-5-8, 13=878/0-5-8 Max Horz 14=-160(LC 4) Max Uplift 14=-32(LC 4), 7=-81(LC 5), 13=-87(LC 5) Max Grav 14=99(LC 10), 7=648(LC 1), 13=878(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 34=-977/144, 4-5=-1532/205 BOT CHORD 11-12=41/626, 10-11=-132/977, 9-10=-1321977, 8-9=-132/977, 7-8=-178/1532 WEBS 5-7=-1432/158, 3-10=0/290, 3-11=-1131/106, 4-8=-73/668 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11 Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 18-3-4; 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.Opsf 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 lb uplift at joint(s) 14, 7, 13. QR)VESS1Q t P°M► G ° �� 1 C 70068 0 {� 9,30-2020 * ' l /1 �r . January 23,2019 WARNING - Verty design parameters and READ NOTES ON THIS AND INCLUDED MrfEK REFERE'NcF PAGE M11.7473 rev. 10)03r2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MPYek ' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erecdon and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 j 'oo Truss Trup Type 10ty Ply �Zerbst Residence K5636719 IBI80072 M20 ROOFSpafial 1 1 Integra Truss, Banning, 11-0 11-2 a 3-3-8 .r7-7.14 7-3-0 3x6 8.220 s Nov 16 2018 MITek Industries, Inc. Tue Jan 22 16:54:47 2019 Page 1 ID:c9PBRgj3LRoDTY9BZsF_Jhy4imJ-LBypUCgzOLCLhJRB2CnmjD7huNUHAQunCvzlJVzskt6 18•B-0 7-3-8 Scale = 1:31.0 4x6 = 1d 3x6 = 1.5x4 II 4x6 = 1.5x4 II 3x6 = 3-11-0 3.3d o-s•a Plate Offsele JX.Y)r (5,fiM-0,E42e] LOADING (psf) SPACING- 2-0-0 'CLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 3CLL 0.0 Rep Stress Incr YES BCDL 10.0 Code IBC2015/TPI2014 ,UMBER - TOP CHORD 2X4 DF No.1 &Btr G 30T CHORD 2X4 DF No. 1&Btr G WEBS 2X4 DF No. 1&Btr G *Except* 12-13,6-14: 2X6 DF SS G ZEACTIONS. (lb/size) 12=67/0-5-8, 6=611/0-5-8, 9=946/0-5-8 Max Horz 12=-178(LC 4) Max Uplift 12=-81(LC 4), 6=-67(LC 5), 9=-183(LC 5) Max Grav 12=83(LC 5), 6=611(LC 1), 9=946(LC 1) f7 2$ rats 74E CSI. DEFL. in floc) I/deg L/d PLATES GRIP TC 0.38 Vert(LL) -0.06 7-8 >999 240 MT20 220/195 BC 036 Vert(CT) -0.22 7-8 >786 180 WB 0.90 Horz(CT) 0.02 6 n/a n/a Matrix -MS Weight: 89 lb FT = 20% ;ORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2.3�-1481267 30T CHORD 8-9=0/414, 3-9=-479/133, 7-8=-119/1399, 6-7=-119/1399 WEBS 4-7=0/309, 4-6=-1301/110, 4-8=-1464/148 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 4-8 NOTES- ;) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) 0-2-12 to 3-1-12, Interior(1) 3-1-12 to 18-3-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 1) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 6 except (jt=lb) 9=183. o9,?�O>rESSjo6/41 C 7ooss *\ f 3 /1 I* January 23,2019 A WARNING - V.VY design Parameters and READ NOTES ON THIS AND INCLUDED WEEK REFERENCE PAGE 41117473 rev. 1.312015 BEFORE USE. Design valid log use only with MiTeld9 ownectora_ ihla dnalgn is based only upon parametors shown, and is for an indkrldunl bullding cDrnponnnt. nal � a truss system. Before use, the bullding deOgner must verify the apprlcabtllty of design pararnetws and properly [Korpoiale MIS design Into tho overall bul"rig design. Bragg Micatod is to provanl buckling df individual buss web andlor chard mombora only. Additional temporary and permanrnt btadng M l�B is ntways required for stabll4y and to provant mflepsa MAIN pesSItile personal injury and ➢roperty damage. Fw genarek guklanco regarding the fabrication, alerogo, delivery, et"iion and btadng o} itussas and Truss 4yiNms, see ANSIITMI quallly CrItaKe- DSR-89 and BCSI Building Component 260 Klug Circle Safety Iofwmaflpn avaltabio Irom Truss Plate lnstilufo, 218 N. Lee Street, SOD 112• Aloxendda. VA 22314. Corona, CA 92880 Job Truss Truss Type 1ty ResidenceK563B720 'WB180072 M21 GABLE 11J [1y �Zebrbsl Reference o tional Integra Truss, Banning. CA 3x4 11 0-7-e ' 1-5-8 7x14 M18SHS 11 6x6 11 8x18 M1BSHS ame s Nov le 2018 MI I sk Industries, Inc. I Ile Jan 22 18;Sq:" 21118 Page 1 ID:c9PBRgj3LRoDTY9BZsF_Jhy4imJ-pNW BiYhcnfKCIT00cwl?GRgsannCvO?wQZjrrxzskt5 1W i 11-1-8 Scale =1:2&1 3x10 = 3x4 11 t131 32 � i- - -1 1 . 1 1 .i 34 �8:M1$81i3.II - -7 35 �ii4 1 A - c '16� r i ill 15 3x4 4x6 = 3x6 = : 3x4 - 19 18 14 13 9 8 7 6x6 = 6x6 - 3x4 3x4 II 6x6 3-11-0 3.3•B !'.T: &f0$ 12-58 � SB_.a•Q r ra•a a 16$ 3 6U 3-7.0 a 0 3 o-e-e Plate Offsets LM -- taro-a-a,o-1-1x1, a)' A110 0 0-2-8I,164-0;"-12L-[1f:o-2.4:0-2-.41. t22:a 2.0.0-1.41, f31-."-8,0-2.01, [34:0-10-0,0.2-s1.. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.00 10-11 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.01 10-11 >999 180 M18SHS 220/195 BOLL 0.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.02 11 n/a n/a BCDL 10.0 Code IBC2015fTP12014 Matrix-S Weight: 106 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-6, except end verticals. BOT CHORD 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2X4 OF No.1&Btr G "Except' 10-0-0 oc bracing: 12-13.9-10. 1-19,6-7: 2X6 OF SS G JOINTS 1 Brace at Jt(s): 1, 6, 36 OTHERS 2X4 OF No.1 &Btr G REACTIONS. All bearings 4-0-8 except (jt=length) 19=3-3-8, 18=3-3-8, 13=1-5-8. 12=1-5-8. 14=1-5-8, 16=0-5-8, 11=7-1-0. (lb) - Max Horz 19=135(LC 5) Max Uplift All uplift 100 lb or less atjoint(s) 13, 8, 16 except 19=-638(LC 11), 7=-787(LC 12), 18=-291(LC 14), 12=-1748(LC 14), 10=-812(LC 13), 9=-164(LC 14), 14=-868(LC 17) Max Grant All reactions 250 lb or less atjoint(s) 13, 9, 8, 16, 11 except 19=701(LC 16), 7=834(LC 15). 18=370(LC 17), 12=1897(LC 17), 10=961(LC 18), 14=863(LC 14) FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-556/558, 2-3=-457/467, 3-4=-922/940, 4-5=-1130/1106, 5-6=-757/767 BOT CHORD 18-19=-705/717, 13-14=-862/865, 11-12=-891/829, 10-11=-638/650, 8-9=-7111706, 7-8=-119511244, 17-18=-345/312, 17-31=-370/331, 2-31=-417/384, 12-33=-1802/1703, 4-33=-515/418, 14-15=-447/466, 10-34=-991/893, 5-34=-426/209 WEBS 30-31=-742f740, 31-32=-313/312, 32-33=-1019/1016, 33-36=-228/257, 34-36=-228/257, 34-35=-1029/1019, 19-31=-1126/1131, 14-33=-1623/1626, 7-34=-1608/1631 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Corner(3) 0-2-12 to 3-1-12, Exterior(2) 3-1-12 to 16-3-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. ,t O ESSION 3) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration.Q 2y '1C1 4) Provide adequate drainage to prevent water ponding. ��fi oM 9Q 5) All plates are MT20 plates unless otherwise indicated REr2P ytn 6) All plates are 1.5x4 MT20 unless otherwise indicated. U C 70068 Sr 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. EXP. 9 i0 2020 9) " This truss has been designed for a live load of 20.Opsf 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) A plate rating reduction of 20% has been applied for the green lumber members. 11) Bearing at joint(s) 12, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. q�l 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 13, 8, 16 except (jt=lb) 19=638, 7=787, 18=291, 12=1748, 10=812, 9=164,14=868. January 23,2019 WARNING - Ve ft dea/yn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/1-7473 rev. 10V03/2015 BEFORE USE. Design valyd for usn only wilh WTak® conneclom. This design Is based only upon parameters shown, and 1S for an individual building component. riot Nil' a truss system Before use, Iho buHding deetgnar must vetgy the appi"bility of design parameters end property inwrpprate this design Into file ovoiall building dnslgn. ErsGng indlcefed Is to prevonl buckling of individual Truss web nnWor chord nmmbom only- Addltlonat lamporery end parmonant bracing M!Tek rb oxays recluired for slaWuly end to prevent co0epse with possible pe=ml injury and property damags. For gonaml 0uidor c regarding the febdcadari, slurago. dol"ry. weciren and bracing al trusses and truss systerrre. hoe ANSMI1 quality Crlrarl■, OSS-89 and SCSI Building Component SeNty Information avalrahtn from Truss Plate Institute, 218 N, Lne Sunel, Suite 312, Alexandria, VA 22314. 250 Klug Circle Corona, CA 92ee0 yob Truss Truss Type lQty Ply ZerbSI Residence K5638 JB180072 IM21 GABLE 1 1 JDb ReferenC.a (opdonel) Integra Truss, Banning, CA 8.220 s Npv 16 2010 MiTek Industries, Ina. Tue Jan 2216:54A$ 2019 Page 2 ID:c9PBRgj3LRoDTY9BZsF_Jhy4imJ-pN WBiYhcnfKCITOOcwl7GRgsannCv07wQZjrrxzskt5 'JOTES- 13) This truss has been designed for a total drag load of 200 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 16-6-0 for 200.0 plf. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MI7ElC REFERENCE PAGE Mit-7473 rev. 111103/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a Cuss system. aofore use. tha building dosignor must verify the applicability of design parameters and property Incorporate this design into the overall MR building design. Bracing Indlratad is to prdvent buckling of Indivldual truss web and/or chord members only. Additional temporary and permanent bracing �'i'®�' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, siorage, delivery, erection and bracing of trusses and buss systems, see ANSYTPI1 Quality Criteria, DSB-89 and SCSI Building Component 250 Klug Circle Safsfy Infa mallon ava liable from Truss Plate Institute, 218 N. Leo Street, Suila 312, Alexandria, VA 22314 Corona, CA 92880 ,Job Truss Truss Type Qty IPIy ; arbst Residence K5638721 WB180072 MM01 ROOF SPECIAL 8 1 ,Job Reference o tional Integra Truss, Banning, CA 6.220 s Nov 16 20IS MiTek Industries, Inc, Tug Jan 22 16:54A9 2019 Page 1 ID:rW mLNgfRgOU38gML_5?QBTycQ?k-Ha4avuhEYzS3wdaaAdpEoeC4cAATeXl4fDSPNNzskt4 16 0 5-1-8 7-5-8 SAI-0 1420 3.7-8 2-4-0 0-6-6 Scale: 314"=l' rn 0 3x4 = 1.50 II 1.5x4 II 10 1-6-0 5-1-6 �trBB &18 6 0, T58 ti00 , 1 B 0 3.7-a LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.02 7 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.09 7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(CT) 0.02 5 n/a n/a BCDL 10-0 Code IBC2015/TPI2014 Matrix -MS Weight: 40 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 OF No. 1&Btr G except end verticals. WEBS 2X4 DF No. 1&Btr G *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 5-11: 2X6 DF SS G 10-0-0 oc bracing: 6-8 OTHERS 2X4 DF No.1&Btr G REACTIONS. (lb/size) 10=348/Mechanical, 5=353/0-5-8 Max Horz 10=146(LC 5) Max Uplift 10=-103(LC 4), 5=-102(LC 5) Max Grav 10=348(LC 1), 5=356(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-355/80 BOT CHORD 9-10=-115/349, 8-9=-115/349, 5-6=-176/658 WEBS 3-5=-597/178, 2-10=-554/165 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-9-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 35-0 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 lb uplift at joint(s) except (jt=lb) 10=103, 5=102. e�df1ESS10NgC o�t�nsc zy F�� zi C 70068 January 23,2019 ,& WARNING - Verily design parameters end READ NOTES ON THIS AND INCLUDED MI►EK REFERENCE PAGE M11-7473 rev. 19A1312015 BEFORE USE. valid for use only with MITsk® connectors. This design Is based only upon parameters shown, and is for an individual building component, not Nil' a buss system. Before use, the building designer must vedfy the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the febttcetlon, alorage. delivery, erection and bracing of trusses and truss systems, see ANSVTPII quality Criteria, DSB-89 and SCSI Building Component 250 Klug Circle Safety Inthnnation available from Truss Plate Insliluio. 210 N. Lee Street, Suite 312, Alexancida, VA 22314. Corona, CA 92800 JB180072 K5638722 Banning, CA 3x6 = 15 5.220 s Nov 16 2018 M[Tek IndttsGles, Inc. Tue Jan 22 16:54:50 2019 Page 1 ID:aG,rAk08AM89BDbRx359OTy9QzY-Imey7EisJGawYn9mkLKTtstAYaYxNw3DulCywgzskt3 7 p$ , 771 8.10-t0 13.5-8 1A-6-0 S-0� 4 6 �3 7 4-6-14 1-0-8 5x8 = 4x6 = 6x6 = 5x6 = 6x6 = 2x4 II 2x4 11 Special Special 6x6 = 163x6 = a m Scale = 1:45.6 14-8 5-7-6 &1a1Q 1 4 6 14 3 3 3 13.5.8 14I-0 4-8-14 1-0 8 Plate Offsets {x�Yr [S D 9 O,Q-f-Sj, (4:Q 4-Q,D 1�]ij5;D4-0.0.1.41, [B:Oti3 D,0.7 8]� [9:M-0,a-4-C],111:0-".0-3-1212, [72 0.3-0 0 3 8], [14:0.3.0,0-4-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP 'CLL 20.0 Plate Grip DOL 1.25 TIC 0.48 Vert(LL) 004 11-12 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.07 11-12 >999 180 3CLL 0.0 ' Rep Stress Incr NO WB 0.30 Horz(CT) 0.01 9 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MS Weight: 124 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-5-4 oc purlins, 30T CHORD 2X6 DF SS G except end verticals, and 2-0-0 oc purlins (5-8-6 max.): 1-15, 1-2, WEBS 2X4 DF No. 1&Btr G "Except' 7-10, 7-8. B-16, 4-5. 2-13. 14-15,9-16: 2X6 DF SS G BOT CHORD Rigid ceiling directly applied or 9-10-6 oc bracing. 1EACTIONS. (lb/size) 14=1574/0-5-8, 9=1568/0-5-8 Max Horz 14=254(LC 16) Max Uplift 14=-812(LC 4). 9=-829(LC 5) Max Grav 14=1857(LC 20), 9=1864(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 1-14=-419/201, 3-4=-16951835, 5-6=-1689/817, 7-10=-369/259, 6-7=-1827/890, 8-9=-406/183, 4-5=-1386/723, 2-13=-337/272, 2-3=-1813/863 BOT CHORD 13-14=-379/534, 12-13=-330/460, 11-12=-725/1346, 10-11=-226/444, 9-10=-248/519 NEBS 4-12=-291/344, 5-11=-341/507, 3-12=-641/1231, 6-11=-626/1183, 7-9=-1236/567, 2-14=-1230/580 NOTES- ') Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) 0-2-12 to 4-2-4, Interior(1) 4-2-4 to 5-11-3, Exterior(2) 5-11-3 to 11-8-14, Interlor(1) 11-8-14 to 14-3-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 9) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 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. ESS1Q/y� Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 14=812, �pI 9=829. w0� N11� y90 �z 1) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) device(s) _� >rQ� or other connection shall be provided sufficient to support concentrated load(s) 457 lb down and 273 lb up at U 5-11-3, and 371 lb down and 198 lb up at 8-4-8 on top chord, and 907 lb down and 622 lb up at 6-1-8, and 1009 lb down and 699 lb C 70065 tTt up at 8-4-9 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). .9- 20 t-OAD CASE(S) Standard I) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) 'Fps Vert: 1-2=-80, 3-4=-80, 5-6=-80, 7-8=-80, 9-14=-20, 4-5=-80 January 23,2019 A WARNING - Ved1y design parameters and READ NOTES ON THIS AND INCLUDED NrrEK REFERENCE PAGE MII.7473 rev. IOM312015 BEFORE USE. Design vaild for use only with MTakO connsclors. This design Is based only upon parommorc shown, and Is for an Indkiflual, building camponanl, not ' a truss system- Before use, Iha building deeigner must verify the app2r;a1blllty of design pararnelefs and prop" Incorporate this design Into the ovemil buMnfj design. Bracing Indlcaled Is to provahl buckling of Indlvlduel Imes web andlor chord mambera only. Additional tomporety and permonont bracing �I I TBn is is Owns required for stability and to prevent collapse with possible or5anai injury and property damage. For ganarat guidance regarding the falxicMion. Malaga. dallvary, erection and braclrq of Imsees and Iruw Sysldrm, see ANSYTPI1 quality Crllarla, DSB-59 and SCSI Building Component Sarslylnfermauan available from Tneas Plate Inaiilul0, 218 N. Lee Street, Sullo 312, Aloxandria. VA 22314. 250 Klug Circle Corona, CA 92800 Type Residence K5638722 N01 CA LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 4=-199 21=-670(F) 22=-749(F) 23=-119 IA GIRDER 8.220 s Now 18 2018 MiTek Industries, Inc. Tue Jan 22 16:64:50 2019 Pap 2 I D:cGr_AkO6AM89B D bRx3590Ty9QzY-I mey7EisJ GawYn9m kLKTLslAYaYxNw3 D utCywgzskt3 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED mrrEx REFERENCE PAGE MII-7477 rev. M03/2015 BEFORE USE. 1 Design valld for usa only with MITek® a navbm- This design Is based only upon parome l9 rs shown, and Is far an indWldunl buliding campcnr nl, not a buss aystum. Before use, V* buit0ing designer fat?91 verity the appllG0111ty of design paramoters and properly Ooxporute Uila deafgn lulu the overall building dec[gn. Bradng Indlcalpd ta 10 prevnot buckling of Individual Ms web sndror chord members only. AdMBonel temporary and Po"anonl brac Ing is ei ''Qulred for otabOlty and to prevanf collapse with possible personal infury and property darnago For gonorel guidance regarding the fabricagon, slutsge, dellvery, erection and bracing of trusssa and Buss syslems, lee — ANSYMI Quality Crllarls. DS8-89 and SCSI Building Component 11 Safety Infarmslfon evaHahls from Truss PistD Inatkulo, 218 N. Lee Stied. SuIW 312, Alexandria, VA 223 4. �s MiTek. I 260 Klug Circle Corona, CA 92880 I00b Truss Truss Type City IPly ZsrbalFResldence I dB180072 IN02 CALIFORNIA GIRDER 1 1 K5638723 Job Reference G tlpnal Integra Trues, Banning, CA 8.220 s Nov 18 20118 MiTek Industries, Inc. Tue Jan 2218:54:51 2019 Page 1 1-0-810:4TXX6neuMGcyfc— YKeXQYVKy804n-DyCKKZJU4aln9wkzH2dt3fJu tH6LbMMVSGzskt2 67� hr-1¢f0 fasa t4.0.0 4�•14 3.3-R 4.0.t4 I-s.o.y I o-7-o 4x6 = 5x8 = Scale = 1:44.8 3x6 = 19 16 15 14 13 12 6x6 = 7x8 = 6x6 = 2x4 II 0 - *4 11 Special Special 3x6g= 5.7.0 9�70.1D 1 7&lt 4� 4E-14 0-1-0 OE-8 LOADING (psf) SPACING- 2-0-0 -CLL 20.0 Plate Grip DOL 1.25 TCDL 20.0 Lumber DOL 1.25 3CLL 0.0 Rep Stress Incr NO BCDL 100 Code IBC2015/TPI2014 ,LUMBER - TOP CHORD 2X4 DF No.1 &Btr G 30T CHORD 2X4 DF No.1 &Btr G *Except* 11-16: 2X6 DF SS G NEBS 2X4 DF No. 1&Btr G "Except" 18-19,9-20: 2X6 DF SS G REACTIONS. (lb/size) 18=1280/0-5-8, 9=1326/0-5-8 Max Horz 18=249(LC 5) Max Uplift 18=-1050(LC 4), 9=-1173(LC 5) Max Grav 18=1865(LC 27), 9=1983(LC 26) 203x6 = I� 0 6: 0-1-1 13:0-3 0 0.4-0] CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.57 Vert(LL) 0.05 13-14 >999 240 MT20 220/195 BC 0.23 Vert(CT) -0.06 13-14 >999 180 WB 0.41 Horz(CT) -0.01 9 n/a n/a Matrix -MS Weight: 121 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins, except end verticals, and 2-0-0 oc purlins (5-8-12 max.): 1-19, 1-2, 7-12, 7-8, 2-15, 8-20, 4-5. Except: 10-0-0 oc bracing: 10-12, 15-17 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-3-12 oc bracing: 13-14. 'ORCES. (lb) • Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. i OP CHORD 1-18=-407/231, 3-4=-1676/1053, 5-6=-1787/1163, 6-7=-1861/1205, 2-3=-1750/1095, 8-9=-427/265, 4-5=-1374/925 30T CHORD 17-18=-569/718, 14-15=-397/511, 13-14=-993/1417, 12-13=-330/529, 9-10=-457/750 WEBS 4-14=-440/578, 5-13=-295/700, 3-14=-767/1163, 5-14=-292/351, 6-13=-879/1215, 2-18=-1410/844,7-9=-1517/917 IIOTES- 1) Unbalanced roof live loads have been considered for this desigri. n) Wlnd: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) 0-2-12 to 4-2-4, Interior(1) 4-2-4 to 5-9-2, Exterior(2) 5-9-2 to 11-6-13, Interior(1) 11-6-13 to 14-3-4; 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. :) " This truss has been designed for a live load of 20.Opsf 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. ;) 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 lb uplift at joint(s) except Qt=lb) 18=1050, 9=1173. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 1) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 309 lb down and 244 lb up at 6-1-8, and 366 lb down and 786 lb up at 8-6-13 on top chord, and 849 lb down and 610 lb up at 6-1-7, and 1442 1b down and 909 lb up at 8-4-9 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). _OAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 AWARNING - Verily CI-19- paramerera and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE NII-7473 rev. 10 0312015 BEFORE USE. Dos lgn rand for use tardy wllh MITaMD Wrinactom. This design Is based only upon paramalars shown, and Is for an InclMdual building cumponeni, not a trues system, eafora usa. Iha building deal9mr must varHy wo app4Cability or dnslgn peramolora and properly lnoorpomtb this doslgn Info the overall buliding design. Bracing indicated is Io premal buckling of individual trust' web oniflor chord mambars only. Additional temporary and permanent bracing qi always required for stability and 10 oravont CoPapss With possible personal Injury and property dstnage. For genanal guiderice rogarding tho fabricatlon, storage, doNverryy ewc0on and brackng of trusses and Irusa systems. sea AN5I/7PIf 4uallly Crlierle, DS19-60 and 6CSI 9alldlnp Component Salary in/ernlarlorp svailbble from Truss Pleb Institute, 218 N. Leo Slreei, Sulho 312. Atexandda, VA 22314. RpFESS10 1NG } C 70068 ^•�?(P, 9-30-2020 January 23,2019 hm— W1 M#Tek 250 Klug Circle Corona, CA 92880 Truss I'" Type Iaty Ply I;Zerbst Residence K5638723 NO2 CALIFORNtA GIRDER 1 1 Jab Reference (optional) Banning, CA 8.220 s Nov 16 2016 MfTek Industries, Inc. Tue Jan 22 16:54:51 2019 rage 2 I D:4TXX6ne uM G cyfcYKeXQYV Ky804n-DyC KKZ U4aln9wkzH 2dt3lJu_tH6LbM6XxVSGzskt2 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-80, 3-4=-80, 5-6=-80, 7-8=-80, 17-18=-20, 11-16=-20, 9-10=-20, 4-5=-80 Concentrated Loads (Ib) Vert: 5=288 24=-341(B) 25=-1042(B) 26=-81 WARNING - Verily design paametere and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 61II-7473 rev. 10)1113/2015 BEFORE USE. Dasign valid for use only with MlTeh* connedons. This design is based only upon parameters ehwm, and W For an Individual building component, not a iruse systam. Balers use, the building designer muel vorhV the appkabtifty of design perametwa and property Incorpwela 11115 daslgn Into the evarall bulldmg doslgn. atedng indiratod Is to prevent bucVgg of indkldual tnus web andlor Chord mombarn Only. Additlanal Id mporary and parmanonl bracing is always mquked for stablidy and to proven[ collopse with posaibla personal Injury and property damage- For ggarlaraI guldens T regarding Zhu rabrlcetton, sEorags. deimmy, erection and bracing of trusses and truss 9yslems, sea ANSYMO Que111y f7ilada, DSO-80 snd SCSIBuIlding Component Sefaty Informaffan Avsltable from Trues Plate "tuts, 218 N. Loe Stroot, Suite 312, Alexandria, VA 223% Mq0- 250 Klug Circle Corona, CA 92980 IB180072 K5638724 Banning, CA 2 8 0 B-2-3 �1 3 14 5 8 2 0 5-&3 1-11-0 25 24 23 22 5x8 = 8.220 s Nov 16 2018 MITek Industries, Inc. Tue Jan 22 16:54:53 2019 Page 1 I D:sGr_AkO6AM 89 BDbRx3590TygQZY-9LJ41 Fkkc$yVPEtuLPTuA2U NjKoacaGifarQcW8zskt0 {. 18.8-12 20-7-12 26-2-0 28-ti-0 4-3-4 1-11 0 5-6-5 — 2-9-0 46 = �-tFdl , 8.2 3 , 1U•13 14-5-0 2Z 5-6-3 1-11-p 4-3-13 4377 1-11-0 Plate Offsets (X YL 112:0 5-4,0-2.81, I150.2-0,aoJ. [24:0-5 4,0-2-81, F31:0-1.8,0-0-12], _ [432-1-8,0-0-12T. LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (loc) I/deft Ud -CLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.00 14-15 >999 240 TCDL 20.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.01 24-25 >999 180 3CLL 0.0 Rep Stress Incr NO WB 0.37 Horz(CT) 0.01 18 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-S ,UMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD 30T CHORD 2X4 DF No.1 &Btr G WEBS 2X4 DF No. 1&Btr G BOT CHORD )THEIRS 2X4 DF No.1&Btr G 2EACTIONS. All bearings 28-11-0. (lb) - Max Horz 25=71(LC 14) Max Uplift All uplift 100 lb or less at joints) 18, 23, 11 except 25=-825(LC 11), 24=-405(LC 12), 12=-385(LC 13), 10=-812(LC 14), 21=-422(LC 12), 15=-427(LC 13), 20=-648(LC 13), 16=-649(LC 12) Max Grav All reactions 250 lb or less at joint(s) 10, 19, 22, 23, 17, 14, 13, 11 except 25=909(LC 16), 24=71O(LC 17), 18=530(LC 10). 12=61B(LC 18), 10=853(LC 15). 21=763(LC 17). 15=772(LC 18), 20=841(LC 18), 16=840(LC 17) rORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-969/949, 2-3=-1350/1324, 3-4=-339/382, 4-5=-910/909, 5-6=-917/908, 6-7=-342/379, 7-8=-1353/1323, 8-9=-989/968, 1-25=-833/823, 9-10=-818/790 BOT CHORD 24-25=-540/547, 23-24=-424/400, 21-22=-746/788, 20-21=-341/381, 19-20=-670/712, 18-19=-1205/1250, 17-18=-1202/1242, 16-17=-650/686, 15-16=-341/374, 14-15=-741/783, 12-13=408/408, 11-12=-526/526 'VEBS 2-21=-880/885, 2-24=-594/440, 4-18=-1191/1207, 5-18=-336/83, 6-1 8=-1 195/1220, 8-12=-602/446, 1-24=-1048/1069, 9-12=-1020/1045, 8-15=-886/893, 4-20=-743/654, 6-16=-751/655, 3-21=-347/90, 7-15=-351/90 Scale=1:49.8 14 13 12 11 10 5x8 = 26v2.0 28-11-0 5." 2-g•0 PLATES GRIP MT20 220/195 Weight: 159 lb FT = 20% Structural wood sheathing directly applied or 5-8-15 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 22-23. NOTES- ,) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 14-5-8, Exterior(2) 14-5-8 to 17-5-8, Interior(1) 17-5-8 to 28-9-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 1) 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 ANSNTPI 1. 1) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1) " This truss has been designed for a live load of 20.Opsf 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. J) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 23, 11 except (jt=lb) 25=825, 24=405, 12=385, 10=812, 21=422, 15=427, 20=648, 16=649. 10) This truss has been designed for a total drag load of 200 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist bottom chord from 0.0-0 to 26.11.0 for 200.0 If. WARNING - Verfy design parameter end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 14,03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building deslgnor must vnnry the applicability or design parameters and property Incorporate this design into the overall bulldkV design. BraGrq Indicated is to prevent buckling of Indlvlduml truss web and/or chord members only. Additional temporary and permanent bracing rs always required far stability and to prevent collapse with possible personal injury and 0rnparty damage. For genemi guieenco regard,ng the fe"catlen, staiage, delivery, erection and hradng of busses and buss eysterns. ate ANSIgPII Qualify Crlfwla, DSO-89 end SCSI Building Component Safety flderM&aoa avalrebto from Truss Plate Inetllule, 218 N. Lee Street. Sidle 312, Alexandria, VA 22314. �o+r SSI0 9oycz C 70068 � EXR 9,30-2020 1k January 23,2019 M• M7ek' 250 Klug Circle Corona, CA 92880 Type 1I2ty Ply [ZerbstResidence K5638724 I ,Job Reference (optional uss, Integra TrBanning, CA 8.220 s Nov 16 2018 MITek Industries. Im Tue Jon 22 16:54:53 2019 Page 2 ID:cGr_AkO6AMB9BDbRx3590Ty9QzY-9LJ41FkkcByVPEuLPTuAzU NjKoacaGifarQcW 8zskt0 NOTES- 11) 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-80, 5-9=-80, 24-25=-70(F=-50), 18-24=-70(F=-50), 12-18=-70(F=-50), 10-12=-70(F=-50) WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIl-7473 rev. 10A312015 BEFORE USE. Design valid for use only with MITak® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the appiirablllty of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. AddlOonal temporary and permanent bracing is always required for stability end to prevent collapse with possible personal injury and property damage. For Renate[ guidance regarding the fabrication, storago, delivery, eroctloa and bracing of trusses cure tr us5 system r. sae ANSWPI1 Quarity Crllerls, DSB-69 and BCSI Building Component Ssrefy Inflorma5on available from Truss Plate Institute, 218 N. Lee Street, 312, Alexandria, VA 22314. 250 Klug Circle Corona, CA 92880 I�oo Truss Truss Type Oty Ply lZerbst Residence K5638725 JB180072 lIP02 ROOF SPECIAL 118 1 I I .Job Reference (optional) Integra Truss, Banning, CA 8,220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:54:54 2019 Page 1 ID:cGr AkOSAM69BDbRx3580Ty90zY-dXtTyblMNV4MOOTXz8PPViwmoBfaJhDppVAA3bxskt7 2�8 0 6 Z 3 10 13 14-5-8 18.8-12 2(1 7.12 26.2 0 28-11-0 280 5-6-3 1-11-0 4 5 4-3-4 1 "-1-11-0 5-8-5 2.9.0 4x8 = z sn Scale = 1:49.3 I If 11 10 3x6 9x14 M18SHS 11 3x6 2-4-4 LOADING (psf) SPACING- 2-0-0 'CLL 20.0 Plate Grip DOL 1.25 TCDL 20.0 Lumber DOL 1.25 3CLL 0"0 Rep Stress Incr NO BCDL 10.0 Code IBC2015/TP12014 LUMBER - TOP CHORD 2X4 DF No.1&Btr G 30T CHORD 2X4 DF No 1 &Btr G WEBS 2X4 DF No. 1&Btr G 9x14 M18SHS II 10-1-3 , 1+4-CrG 18$7x , 20-7-12 26-2-0 26 p�12 2&11-0 1.11•p �4 9 135� 2-64 12-0 2-0 o-2-n . 16.-0-2-0.0-2-0 17.G-2.12 G-6.1 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.78 Vert(LL) -0.25 14-15 >999 240 MT20 220/195 BC 0.87 Vert(CT) -1.00 14-15 >283 180 M18SHS 220/195 WB 0.48 Horz(CT) 0.49 11 n/a n/a Matrix -MS Weight: 136 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-3-5 oc bracing. REACTIONS. All bearings 0-5-8 except Qt=length) 17=0-7-8. (lb) - Max Horz 18=71(LC 5) Max Uplift All uplift 100 lb or less atjoint(s) except 18=-2043(LC 10), 17=-439(LC 5), 11=-464(LC 5), 10=-1981(LC 10) Max Grav All reactions 250 lb or less atjoint(s) 18, 10 except 17=4283(LC 10). 11=4241(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-254/2573, 2-3=-1477/166, 3-4=-1592/208, 4-5=-2629/294, 5-6=-2612/299, 6-7=-1562/213, 7-8=-1445/175, 8-9=-278/2583, 1-18=-222/2110, 9-10=-206/2054 BOT CHORD 16-17=-2678/275, 15-16=-131/1357, 14-15=-145/1534, 13-14=-110/1502, 12-13=-97/1325, 11-12=-2688/277 WEBS 2-17=-1856/237, 2-16=-373/3954, 4-14=-63/1154, 5-14=-42/850, 6-14=-97/1171, 8-12=-368/3934, 8-11 =-1 8651259, 4-15=-311/59, 6-13=-312/55, 1-17=-2829/308, 9-11=-2790/299, 3-16=-797/121, 7-12=-803/125 NOTES - I) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 14-5-8, Exterior(2) 14-5-8 to 17-5-8, Interior(1) 17-5-8 to 28-9-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. r) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0-0 wide �> ESS10 will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the lumber members 4QR ��� q(� 1l, ?vyJ green Provide `YO 1) mechanical connection (by others) of truss to bearing plate capable of withstanding 2043 lb uplift at joint 18, 439 lb uplift at 17, 464 lb 11 1981 lb =� }� y joint uplift at joint and uplift at joint 10. This U sst C 70068 3) 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. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). t 9�a2020 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 es lL \Q Uniform Loads (plf) Vert: 1-5=-80, 5-9=-80, 17-18=-70(F=-50), 14-17=-70(F=-50), 11-14=-70(F=-50), 10-11=-70(F=-50) January 23,2019 AWARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. " Design valid for use only Min MiTekO connectors" This ddadgn Is based only upon parameters shown, and Is for an Ifidivkluel bulliting component, not il a Irues syslom. Berom use, the building daalgner must vertly the apphcablllty of O"n parameters and properly incorpwato Ihle design into She overall building design" Bracing indicated is to pruvant buckl ng of Indlviduat truss web andlor chard members only. Additional Iamporary and permanent Ixadrig *ek is always required for stahrlrty end to prevent collapse with parsglble personal injury and property damage. For gpriernl guidance regarding tho fahricalion. storage, dehvary, traction and bracing of trusses and truss syotems, set ANSIl71`11 Quallty Criteria, DSB-02 and SCSI Buffeffag component I 250 Klug Circle Salary Information nvallaMo from Truss Plate Insbiute, 218 N. Lae Siroot, Suite 312. Mxandria. VA 22314. Corona, CA 92880 Job Truss Truss Type 40ty Ply ;Zerbst Residence K5638726 'WB180072 P03 ROOF SPECIAL 1 Job Reference (optional) Integra Truss, Banning, CA 8.2ZD s Nov 16 201a MITek Industries, Inc. Toe Jan 2216:54"56 2019 Page 1 1D'.aGr AkC6AM89BDbRx'J590TyK&Y-qPf-Axrn78pCDaY2kWuwe2v8215WOCyrl9vjblzskL 2�0 823 1013 1458 18$12 207.12 2820 2&71-0 2 8-0 5-" 1-1 i 0 4-" 4 3 4 1-11-0 5.8-5 2.9.0 Scale = 1:49.3 4x8 = 18 17 - ' 11 10 3x6 II 5x8 = 5x8 = 3x6 2L4 2�B 8-2-3 1Q•1.3 �. 14-5i-0 _ 18.8-12 2D 7.12 26.2.0 26 12�28-,11.0 � 2 0�5-6.3 1.11-0 4-3-13 4.3.st �11-11.0 5.6.5 0 2 UA Plate Offsets (X,Y)- 11Z-",0.2-8], [17:0.5.4.6-281 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.12 14-15 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 044 Vert(CT) -0.50 14-15 >565 180 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(CT) 0.24 11 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MS Weight: 271 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 OF No.1 &Btr G except end verticals. WEBS 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 0-5-8 except Qt=length) 17=0-7-8. (lb) - Max Horz 18=71(LC 5) Max Uplift All uplift 100 lb or less atjoint(s) except 18=-2043(LC 10), 17=-725(LC 14), 11=-750(LC 13), 10=-1981(LC 10) Max Grav All reactions 250 lb or less at joint(s) except 18=623(LC 14), 17=4283(LC 10), 11=4241(LC 10), 10=606(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-712/2573, 2-3=-1648/681, 3-4=-1592/418, 4-5=-2629/504, 5-6=-2612/504, 6-7=-1562/421, 7-8=-1622/688, 8-9=-731/2583, 1-18=-613/2110, 9-10=-597/2054 BOT CHORD 16-17=-2678/541, 15-16=-329/1357, 14-15=-286/1534, 13-14=-252/1502, 12-13=-294/1325, 11-12=-2688/549 WEBS 2-16=-592/3954, 2-17=-1856/304, 4-14=-236/1154, 5-14=-43/850, 6-14=-265/1171, 8-11=-1865/324, 1-17=-2829/804, 9-11=-2790/602, 8-12=-581/3934, 4-15=-311/104, 6-13=-312/98, 3-16=-797/167, 7-12=-803/170 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: 2x4 - 1 row 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. 90ESSIQN �� 3) Unbalanced roof live loads have been considered for this design N 4) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C �kQ 2yq Extedor(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 14-5-8, Exterior(2) 14-5-8 to 17-5-8, Interior(1) 17-5-8 to 28-9-4; cantilever left and �QQ p ym right exposed ; end vertical left and right exposed; Lumber DOL=1 60 plate grip DOL=1.60 v C 70068 m 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. r 6) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide EXR 9-3a2029 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 2043 lb uplift at joint 18, 725 lb uplift at 17, 750 lb 11 1981 Ib 10. joint uplift at joint and uplift at joint 9) This truss has been designed for a total drag load of 1650 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist -OF ���'���>Z�P drag loads along bottom chord from 0-0-0 to 28-11-0 for 57.1 plf. 10) This truss has large uplift reaction(s) from gravity load cases) Proper connection is required to secure truss against upward January 23,2019 Ism bearings. Bulldtn des' ner muss rovlda fer unlift reactions indicated. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE 111II-7473 rev. 10A19/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall ' building design. Bracing indicated Is to prevent buckling of individual buss web and/or chord members only. Additional temporary and permanent bracing Q is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSMI1 Quality Criteria, DSO.89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Aiexandds, VA 22314. Corona, CA 92880 I.,ob Truss Truss Type Oty Ply Zerbst Residence 80072 IP03 ROOF 1 I JB1Job Reference fopdtxlal) K5638726 Integra Truss, Banning, CA 8.220 s Nov- 16 2012018 MITek Industries, Inc. Tue Jan 22 18:54:55 2019 Page 2 ID:cGr_AkO6AM89BDbRx3590Ty9QzY-6jRrAxm?8pCDeY2kWuwe2vS21 bCw2CCyl9vjb1 zskt_ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-80, 5-9=-80, 17-18=-70(F=-50), 14-17=-70(F=-50), 11-14=-70(F=-50), 10-11=-70(F=-50) WARNING - Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIP7473 rev. 10103,2015 BEFORE USE. Design valld for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall t 1, building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M I'F'�, is is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdralion, Vvrao. doilvery, GFBCU09 and bracing of trusses :Lr,d irUss systerce, nee ANS11TPil Quality Crftsda, DSB•89 and BCSI Building Component 250 Klug Circle Salary Inrwmetloo aysllable, Irom Truss Plate Institute, 218 N Lae. Street, Sure 312. Alexandria. VA 22314. Corona, CA 928M Job Truss Type Oty 1Ply Eerbol Roaldenca K563B727 'WB180072 JTruss PO4 ROOFSPECIAL 1 1 Jo4 Reference ic tfonal Integra Truss, Banning, CA 8,220 0 Nav 102V18 NIFF6k FnitUatrlesi Inc. TUe Jan 22 16:54:55 Zulu Page l I D:cGr_Ak06AMBgBDbRx359OTy9QzY-aw?DNHndu6L4Gidw4bRta7?61?QKnbj6GpfG6TZsksz 280 S23 1Q1-0 145$ 18812 207.15 26-2-0 28-11-0 2B0 5�3 1-11-0 4" 4�d 1-17-0 5.8.6 2.M 4x8 = a cn Scale =1:4%3 3x6 II 9x14 MIBSHS 11 3x6 11 9x14 M18SHS 11 2-0-4 2-&D 6-2-3 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 20.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code IBC2015/TPI2014 LUMBER - TOP CHORD 2X4 DF No.1 &Btr G BOT CHORD 2X4 DF No 1 &Btr G WEBS 2X4 DF No. 1&Btr G 14.5 0 1184142 20-7-12 26-2-0 12 28-11-0 4.3.13 4-3-11 1-11-0 'IrBS a -i2 2$-R 1•12], [92:0-27_0 0-2.0]. [16,0-2-0,D-2-D), 177:0-2-12,0.5-1 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.78 Vert(LL) -0.25 14-15 >999 240 MT20 220/195 BC 0.87 Vert(CT) -1.00 14-15 >283 180 M18SHS 220/195 WB 0.48 Horz(CT) 0.49 11 n/a n/a Matrix -MS Weight: 136 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-3-5 oc bracing. REACTIONS. All bearings 0-5-8 except (jt=length) 17=0-7-8. (lb) - Max Horz 18=71(LC 5) Max Uplift All uplift 100 lb or less atjoint(s) except 18=-2043(LC 10), 17=-439(LC 5), 11=464(LC 5). 10=-1981(LC 10) Max Grav All reactions 250 lb or less atjoint(s) 18, 10 except 17=4283(LC 10). 11=4241(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-254/2573, 2-3=-1477/166, 3-4=-1592/208, 4-5=-2629/294, 5-6=-2612/299, 6-7=-1562/213, 7-8=-1445/175, 8-9=-278/2583, 1-18=-222/2110, 9-10=-206/2054 BOT CHORD 16-17=-2678/275, 15-16=-131/1357, 14-15=-145/1534, 13-14=-110/1502, 12-13=-97/1325, 11-12=-2688/277 WEBS 2-16=-373/3954, 2-17=-1856/237, 4-14=-63/1154, 5-14=-42/850, 6-14=-97/1171, 8-11 =-1 865/259, 1-17=-2829/308, 9-11=-2790/299, B-12=-368/3934, 4-15=-311/59, 6-13=-312/55, 3-16=-797/121, 7-12=-803/125 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; Vult=11 Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf, h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 14-5-8, Exterior(2) 14-5-8 to 17-5-8, Interior(1) 17-5-8 to 28-9-4; cantilever left and right exposed ; end vertical left and right exposed; 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.Opsf 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 2043 lb uplift at joint 18, 439 lb uplift at joint 17, 464 lb uplift at joint 11 and 1981 lb uplift at joint 10. 8) 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. 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-80, 5-9=-80, 17-18=-70(F=-50), 14-17=-70(F=-50), 11-14=-70(F=-50), 10-11=-70(F=-50) N c6 O W QRp� ESSIpNA( �w0 MIN G C 70068 70 *� N, &2020 '* January 23,2019 A WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERENCE PAGE MII-7473 rev. 10110312015 BEFORE USE. Design valld for use only with MITekS connectors. This design Is based only upon parameters shown, and Is for an Individual bullding component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For go rwral guldaaw regarding the fabrlcalkm, slordge, delivery, erection and bracing of trusses and truss systems, see ANSnPI1 Quality Criteria. DS0-59 and SCSI Building Component Safary Infwmaflan available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. NO j MiTek' 250 Klug Circle 1 Corona, CA 92880 loub Truss Truss Type City Ply Zerbst Residence K5638728 I JVB180072 P05 ROOF SPECIAL 1 Job Reference (optional) hintegre Truss, Banning, CA 8.220 s Nov 16 2018 Mriek Industries, Inc. Tue Jan 22 16:54:57 2019 Page 1 IMcGr AkOSAM89BDbRx359OTy9L1xY-2a2bbdaFfOTwtrC6eJy67KYOXPIOW8IFVTOgewxsksy 2-8.0 8-2-3 1p-T� 14 6 18-0-12 2D-7-12 26-2.0 28-11-0 241-0 8$-3 1-11 0 4 4 5 444 1-11-0 5•6-5 2." 4x6 z sn Fig Scale = 1:49.3 3x6 II 5x8 = 5x8 = 3x6 II 2-4-4 $ 8.2,3 10-1-3 14-5.1 2-0' 2 5-6-3 1-1141 4.3.13 . Plate Qffseis {X,Y]--- [91;0�-4.0-2-81, [17:0-5-d,p-2�3 LOADING (psf) SPACING- 2-0-0 CSI. XCLL 20.0 Plate Grip DOL 1.25 TIC 037 TCDL 20-0 Lumber DOL 1.25 BC 044 IaCLL 0.0 Rep Stress Incr NO WB 024 ^BCDL 10.0 Code IBC2015/TP12014 Matrix -MS 18.6•'• 2 20-7-12 i2 28 11" 4-3-11 1-1T 0 5 9 5 0 2 2-6-4 DEFL. in (loc) I/deft Ud PLATES GRIP MT20 220/195 r LUMBER- BRACING- iTOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 340T CHORD 2X4 DF No. 1&Btr G except end verticals. WEBS 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 0-5-8 except ()t=length) 17=0-7-8. (lb) - Max Horz 18=71(LC 5) Max Uplift All uplift 100 lb or less atjoint(s) except 18=-2043(LC 10), 17=-725(LC 14), 11=-750(LC 13), 10=-1981(LC 10) Max Grav All reactions 250 lb or less atjoint(s) except 18=623(LC 14), 17=4283(LC 10), 11=4241(LC 10). 10=606(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. COP CHORD 1-2=-712/2573, 2-3=-1648/681, 3-4=-1592/418, 4-5=-2629/504, 5-6=-2612/504, 6-7=-1562/421, 7-8=-1622/688, 8-9=-731/2583,1-18=-613/2110, 9-10=-597/2054 30T CHORD 16-17=-2678/541, 15-16=-329/1357, 14-15=-286/1534, 13-14=-252/1502, 12-13=-294/1325, 11-12=-2688/549 NEBS 2-16=-592/3954, 2-17=-1856/304, 4-14=-236/1154, 5-14=-43/850, 6-14=-265/1171, 8-11=-1865/324, 1-17=-2829/804, 9-11=-2790/802, B-12=-581/3934, 4-15=-311/104, 6-13=-312/98, 3-16=-797/167, 7-12=-803/170 'NOTES- 11) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc A) 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. J) Unbalanced roof live loads have been considered for this design 4) Wind: ASCE 7-10; Vu1t=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C j) Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 14-5-8, Exterior(2) 14-5-8 to 17-5-8, Interior(1) 17-5-8 to 28-9-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 ))i) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 11) will fit between the bottom chord and any other members. 1) A plate rating reduction of 20% has been applied for the green lumber members. ,A) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2043 lb uplift at joint 18, 725 lb uplift at 1) joint 17, 750lb uplift at joint 11 and 1981 lb uplift at joint 10. 9) This truss has been designed for a total drag load of 1650 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 28-11-0 for 57.1 plf. 10) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward bearings. Building designer must rovide for u DiIft reactions indicated. QQ�QFESS1ON,1L ING C 70068 .raw 9.3D-2020 January 23,2019 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED NI►EK REFERENCE PAGE 111II-7473 rev. 10/03/2015 BEFORE USE. Oaslgn Valid for "A only with Mi`r6e conndctom This design is based only upon parameters Shown, and to for on Indk4dual buliding wropoonnl, not 9 huss systom. eetdta use, tha building designer mull varlly the applicabllity of des�Vn paramotam and pmpsrly incorporate INN design Into the 040rall R A building dae3gn. Bracing Indicated Is to prevent budding or Indivlduol trues web andlor chord members onty. Addlllonal temporary and permanent bracing ! V I iTe iC is ahv9ye requlmad for spllilll and to pF9rent C0110w wilh ssibla nol In u and o d F I Y P Po Pereo I I pr party amege. or genera guidacerengarding !ha fabricalion, a w"o. dellvery, ofwAun and bracIN Of nussas and trues 9yetsms, see ANSkTMI Qualify Cr#erls, OSB-09 and BCS1 Bullding Component 250 Klug Circle Ssrefyln nnaUon avallebto from Truss Plate Imlitute, 210 N. Lan Sueel. Salto 312. Nexandria, VA U314, Corona, CA 92880 Job Type Residence K5638730 WB180072 6) SPECIAL fygs. Bing, CA 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 I&SC59 2019 Page 1 I D:cGr_AkO6AM89 B DbRx359OTy90zY-_V h M?J pV B 1 j e79LVlk?aC Idcq CRu_xjYyntxjozsksw 2D-11-4 E t a t .1s 1444 1 12 20-7.12 28 2 0 2e-11-0 2-8-0 64i-3 1.11-0 4-4-5 4-$•i 1.11-0 Q 5-2-13 2-9-0 Scale = 1:49.3 4x8 = 3x6 3x6 11 9x14 M18SHS I 9x14 M18SHS 3 B-2.3 70 1 8 14 0 18-&12 20-7-12 26-2-0 26412 2$-11-0 M2-0 0 - 2 5 t13 1.11-0 4 318 4� 11 l-11 0 5 6di 0- - 2 2.6A _ Plate Offsets (X,Y} ]i id) 2-12-0� 12], I12:0 2 0,0.1.12 16:1}2 O.i1 4-1 17:(12-12 0 6-12 LOADING (psf) SPACING- 2-3-8 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TMT20 TCLL 20.0 Plate Grip DOL 1.25 TC 0-89 Vert(LL) -0.27 14-15 >999 240 220/195 TCDL 20.0 Lumber DOL 1.25 BC 095 Vert(CT) -1.09 14-15 >258 180 M18SHS 220/195 BCLL 0.0 ' Rep Stress Incr NO WB 053 Horz(CT) 0.54 11 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MS Weight: 136 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-6-3 oc purlins, BOT CHORD 2X4 DF No.1&Btr G except end verticals. WEBS 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 2-11-1 oc bracing. REACTIONS. All bearings 0-5-8 except (jt=length) 17=0-7-8. (lb) - Max Horz 18=81(LC 5) Max Uplift All uplift 100 lb or less atjoint(s) except 18=-2235(LC 10), 17=A69(LC 5), 11=-498(LC 5). 10=-2167(LC 10) Max Grav All reactions 250 lb or less atjoint(s) 18, 10 except 17=4685(LC 10), 11=4636(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-271/2814, 2-3=-1617/179, 3-4=-1743/226, 4-5=-2876/316, 5-6=-2857/322, 6-7=-1710/231, 7-8=-1563/189, 8-9=-298/2826, 1-18=-237/2305, 9-10=-219/2243 BOT CHORD 16-17=-2924/294, 15-16=-140/1483, 14-15=-155/1674, 13-14=-115/1639, 12-13=-101/144B, 11-12=-2935/297 WEBS 2-16=-396/4322, 2-17=-2050/260, 4-14=-63/1261, 5-14=-39/912, 6-14=-102/1280, 8-11=-2059/285, 1-17=-3091/330, 9-11=-3048/320, 8-12=-391/4300, 4-15=-352/67, 6-13=-352/62, 3-16=-890/136, 7-12=-897/140 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 14-5-8, Exterior(2) 14-5-8 to 17-5-8, Interior(1) 17-5-8 to 28-9-4; cantilever left and right exposed ; end vertical left and right exposed; 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �Q1rFE5SI� 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. M'NG 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2235 lb uplift at joint 18, 469 lb uplift at y-AQ joint 17, 498 lb uplift at joint 11 and 2167 lb uplift at joint 10. { C 70068. 8) 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. 1 EXP. 9.3 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) Standard �P 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-92, 5-9=-92, 17-18=-73(F=-50), 14-17=-73(F=-50), 11-14=-73(F=-50), 10-11=-73(F=-50) January 23,2019 A WARNING - Verity design perimeters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10i0312015 BEFORE USE. � Pesign valld ter use only with MITOMconnoclom, Tthls dosign Is based only upon porametom shown, end is for an Individuar bultding bomponam, nol a Vuss system- eolore use, the buliding designer must Verify the appbcabilily el daslgn purametars and properly incorporate this duslgn into the Overall Is Individual truss mombms only. Additonal lamporery and parmannnl bracing MiTek_ buliding design. Brad%Indicated In prevent buchiing of web andror chard m always required for stability and to prevent collapse wib possible personal injury and property dpmago. For go neral guidance regarding the fabrication, slorege, de4eery. erec9on and bracing of busses and buss syatems. sae ANSPMJI quality Critedar DSO-59 and SCSI Building Component 250 Krug Circle Safety Informaffon evailsilk from Truw Plate InVVtUle, 218 N. Lon Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 — — rob 'Truss Tru9SType Qty Ply 'ZerbsI Residence K5638731 I JB180072 IPO6 ROdFSPECIAL 7 1 Job Reference o t]anal Integra Truss, Banning, CA 8.220 s Nov 16 2018 MiTak Industries, Inc. Tue Jan 22 16:55:00 2019 Page 1 IMc G4,4kO6AMB9BDbRx3580Ty9QzYShFk0eq7yLrVLIwhJRWplzAoHCOG]PlhBRdUFEzsksv 0-2-3. 4D S 14 5 8 18-8-12 2(17-7x 26.2.0 2EI I.0 6-0-3 1-11-0 4-3 4 1-11 0 5-6-5 24? 0 4x8 z sn Scale=1:49.3 3x6 11 9x14 M16SHS 11 3x6 11 9x14 M18SHS 11 2Z 2 &2-3 tD-1 9 14-5-0 T 12 ZO-7.12 26-2-0 12 20-11.0�{ 24 2 "-3 1-11 p 4.3-T3 4� 11 f-11� 646 2 2-6-', Plate QiFseis MY)-- 12:0-1-12L [8:0.2-8.0-142],111 ¢�12], [12.0-2.0c0-2-OL [16,0-2-0,0-2.01, [T7:0-2-12,0-6.12] LOADING (psf) CLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. TC 0,78 DEFL. in (loc) I/deft Vert(LL) -0.25 14-15 >999 Ud 240 PLATES GRIP MT20 220/195 TCDL 200 Lumber DOL 1.25 BC 087 Vert(CT) -1.00 14-15 >283 180 M18SHS 220/195 iCLL 0.0 Rep Stress Incr NO WB 0.48 Horz(CT) 0.49 11 n/a n/a BCDL 100 Code IBC2015(TPI2014 Matrix -MS Weight: 136 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins, 30T CHORD 2X4 DF No- 1&Btr G except end verticals. %NEBS 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 3-3-5 oc bracing. REACTIONS. All bearings 0-5-8 except (jt=length) 17=0-7-8. (lb) - Max Horz 18=71(LC 5) Max Upllft All uplift 100 lb or less atjoint(s) except 18=-2043(LC 10), 17=-439(LC 5), 11=-464(LC 5), 10=-1981(LC 10) Max Grav All reactions 250 lb or less atjoint(s) 18, 10 except 17=4283(LC 10), 11=4241(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-254/2573, 2-3=-1477/166, 3-4=-1592/208, 4-5=-2629/294, 5-6=-2612/299, 6-7=-1562/213, 7-8=-1445/175, 8-9=-278/2583, 1-18=-222/2110, 9-10=-206/2054 ROT CHORD 16-17=-2678/275, 15-16=-131/1357, 14-15=-145/1534, 13-14=-110/1502, 12-13=-97/1325, 11-12=-2688/277 WEBS 2-16=-373/3954, 2-17=-1856/237, 4-14=-63/1154, 5-14=-42/850, 6-14=-97/1171, 8-11 =-1 865/259, 1-17=-2829/308, 9-11=-2790/299, B-12=-368/3934, 4-15=-311/59, 6-13=-312/55, 3-16=-797/121, 7-12=-803/125 NOTES- ' ) Unbalanced roof live loads have been considered for this design. L) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat II; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 14-5-8, Exterior(2) 14-5-8 to 17-5-8, Interior(1) 17-5-8 to 28-9-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 9) All plates are MT20 plates unless otherwise indicated. ,) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2043 lb uplift at joint 18, 439 lb uplift at joint 17, 464 lb uplift at joint 11 and 1981 lb uplift at joint 10. }) 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. 1) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). t.OAD CASE(S) Standard I) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-80, 5-9=-80, 17-18=-70(F=-50), 14-17=-70(F=-50), 11-14=-70(F=-50), 10-11=-70(F=-50) * ��pFESSio , <) pN+ING Z �y yea cy C 70068 January 23,2019 A WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE Ml1-7473 rev. 10A1312015 BEFORE USE. Now Do"rk Wild for use only With MITok0 oonnectom This dealgn Is based Only upon paramolore shown, and is for an lndlvidual building compomnt. not ' a buss 5y81am. Before use, Iho building dasigner must verify the appiicablltly of daalgn paranwtefs end properly Inoorporolo this design Into the overall building design. RracJ% Indiraled Is to prevoni budkting of indlvidunl buss web andror chord members only. Addltlonal tompohoy and permanont bractnp M i7e k is ahWeys sso squired for at9brlity and ro proven) Callupao with possible personal injury 9nd pmparSy dame8e- For goneral guldafeco regarding the fabdcaibn, storage, dellvary, erection and breGng of trusses and truss syntema, see ANSt1TPI1 4uallty Crlfada, f758.80 and SCSI Building Colnponenf Safety Informarion available from Truss Plate lnstilute, 219 H. Lee Sheet, Suite 312. Alexandria. VA 22:314. 250 Klug Circle Corona, CA 92880 Residence K5638732 180072 P09 SPECIAL Job Reference (optional) Integra Truss, Banning,.CA 8.220 s Nov 162018 MiTek Industries, Ino, Tua Jan.22 16:55:01 2019 Page 1 ID:cGr_AkO6AM89BDbRx359OTy9QzY-wto6Q_rljf7MMTVut912HAix507CSr7rQ5M 1 ohzsksu i-8.0 8-2-3 k1013 14-5-8 1t1-B-12 1 20.7-12 26.8-0 28-11-0 &90 5-6-3 1-11-0 4-4-54.34 1-11-0 5.6-5 2-" fn 4x8 5 Scale = 1:49.3 3x6 3x6 11 9x14 M18SHS 11 9x14 M18SHS 11 Plate OffsefsK LOADING (psf) SPACING- 2-4-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 20.0 Lumber DOL 1.25 BCLL 00 ' Rep Stress Incr NO BCDL 10.0 Code IBC2015rrP12014 LUMBER - TOP CHORD 2X4 DF No.1 &Btr G BOT CHORD 2X4 DF No 1 &Btr G WEBS 2X4 DF No. 1&Btr G 14 5 0 10-8-12 20 7-12 28 2-0 �12 z�e-11-0�� 4313 4-3-11 1-1 -10 5-" 72 2$� 1. 117-0-2-lU 6 12 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.91 Vert(LL) -0 27 14-15 >999 240 MT20 220/195 BC 0.96 Vert(CT) -1.11 14-15 >255 180 M18SHS 220/195 WB 0.53 Horz(CT) 0.54 11 n/a n/a Matrix -MS Weight: 136 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-5-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-10-9 oc bracing. REACTIONS. All bearings 0-5-8 except (jt=length) 17=0-7-8 (lb) - Max Horz 18=83(LC 5) Max Uplift All uplift 100 lb or less atjoint(s) except 18=-2262(LC 10), 17=-474(LC 5), 11=-503(LC 5). 10=-2193(LC 10) Max Grav All reactions 250 lb or less atjoint(s) 18, 10 except 17=4742(LC 10), 11=4695(LC 10) FORCES. (lb) - Max. Comp /Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-273/2848, 2-3=-1637/181, 3-4=-1764/228, 4-5=-2911/319, 5-6=-2892/326, 6-7=-1731/234, 7-8=-1602/191, B-9=-301/2861, 1-18=-239/2333,9-10=-221/2270 BOT CHORD 16-17=-2959/297, 15-16=-141/1501, 14-15=-157/1694, 13-14=-116/1659, 12-13=-102/1465, 11-12=-2971/300 WEBS 2-16=-399/4374, 2-17=-2077/263, 4-14=-63/1276, 5-14=-39/921, 6-14=-103/1296, 8-11=-20B7/289, 1-17=-3129/333, 9-11=-3085/323, 8-12=-394/4353, 4-15=-358/69, 6-13=-358/63, 3-16=-903/138, 7-12=-910/142 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11 Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 14-5-8, Exterior(2) 14-5-8 to 17-5-8, Interior(1) 17-5-8 to 28-9-4; cantilever left and right exposed ; end vertical left and right exposed; 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 Ilve load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 20% has been for the lumber OQ l� dM 6) A plate rating reduction of applied green members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2262 lb uplift at joint 18, 474 lb uplift at joint 17, 503 lb uplift at joint 11 and 2193 lb uplift at joint 10. U C 70068 8) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward �r movement at the bearings. Building designer must provide for uplift reactions indicated. EXR 9-3. 020 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) L Vert: 1-5=-93, 5-9=-93, 17-18=-73(F=-50), 14-17=-73(F=-50), 11-14=-73(F=-50), 10-11=-73(F=-50) January 23,2019 WARNING - Verrry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10103/2015 BEFORE USE. 01, Design valid for use only with MITek® connectors. This design Is based only upon pwamefem shown, and is for on individual buikli ng component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this de5lgn into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web annIor chord mambem only. Addimnal temporary and pofmannnt brad.lg M (Teri is always required for stability and to prevent collapse with possible personal injury and property damage. Pw general guidance regardmp Lire fobdcatlon, elotage, delwary, erecllen and bracing of Vusgeg and truss systems, see ANSi1TPI1 4uatty Crffeda, OSS-89 and SCSI SWIding Component 250 Klug Circle Sefey infarmatian avalluble from Truss Plate Institute, 2111 N. Lea Stroet. Sulte 312, Alexandria, VA 22314. Corona, CA 92880 iaeb Truss Truss Type Qty IPly l7arbst Residence K5638733 ui0180072 P10 ROOF SPECIAL 5 1 I Fiab Reference o ifanat jlartntegra Truss; Banning, CA 8.220 s Nov 16 2018 MITek Industries, Inc. Tus Jan 22 16:55:02 2DI9 Page 1 ID:cGr AkO6AM89BDbRx359OTy9QzY-D4MUeKsOUySD_d44R5YHgOFBnQTkWC ek6bKTiskst + 2 8 0 8.2-3 10.1 3 14,6�8 1MI2 20 7 12 26-2-0 RN 11 0 2 F &6 3 1-11-0 4- 6 #3 4 1-11-0 6S5 2-9-0 Scale=1:49.3 •i 48 5 li I I II , 3x6 3x6 11 9x14 M18SHS 11 9x14 M18SHS 11 2:" 2 8-2-3 10-1-3 14_-0 18 6 72 [U 1-1[� etre� so -MIA co-r rw,�,l 2-41 2 5-6-3 1-11-0 4.3.13 431t 1.13-0 5-6-5 _0-2-12_ 26� „ Plate Offsets (X,Y)-- [2:0-2-8' .1-12 : I.2-8,0.1-12 11:0-2-12 G-6.12 [12:0-2-00-2-0L [16:0-2-0.0-2-01p [17:0-2-12,0-$-121 - LOADING (psf) SPACING- 2-0-0 St. DEFL. in (loc) I/deft Ud PLATES GRIP TC-CLL 200 Plate Grip DOL 1.25 CC 0.78 Vert(LL) -0.25 14-15 >999 240 MT20 220/195 -`TCDL 200 Lumber DOL 1.25 BC 0.87 Vert(CT) -1.00 14-15 >283 180 M18SHS 220/195 ,,'BBCLL 0.0 Rep Stress Incr NO WB 0.48 Horz(CT) 0.49 11 n/a n/a 'QBCDL 10.0 Code IBC2015/TPI2014 Matrix -MS Weight: 136 lb FT = 20% ILLUMBER- BRACING. ,IITOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins, ;880T CHORD 2X4 DF No.1 &Btr G except end verticals. ,,WEBS 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 3-3-5 oc bracing. b REACTIONS. All bearings 0-5-8 except (jt=length) 17=0-7-8. V (lb) - Max Horz 18=71(LC 5) Max Uplift All uplift 100 lb or less at joint(s) except 18=-2043(LC 10), 17=-439(LC 5). 11=-464(LC 5), 10=-1981(LC 10) Max Grav All reactions 250 lb or less atjoint(s) 18, 10 except 17=4283(LC 10). 11=4241(LC 10) -*FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown ITOP CHORD 1-2=-254/2573, 2-3=-1477/166, 3-4=-1592/208, 4-5=-2629/294, 5-6=-2612/299, 6-7=-1562/213, 7-8=-14451175, 8-9=-278/2583, 1 -1 8=-222/2110, 9-10=-206/2054 .,,SOT CHORD 16-17=-26781275, 15-16=-131/1357, 14-15=-145/1534, 13-14=-110/1502, 12-13=-97/1325, 11-12=-2688/277 _WEBS 2-16=-373/3954, 2-17=-1856/237, 4-14=-63/1154, 5-14=-42/850, 6-14=-97/1171, 8-1 1=-1865/259,1-17=-2829/308, 9-11=-27901299, B-12=-368/3934, 4-15=-311/59, 6-13=-312/55, 3-16=-797/121, 7-12=-803/125 1 'NOTES- 1111) Unbalanced roof live loads have been considered for this design. »2) Wind: ASCE 7-10; Vult=110mph (3•secwnd gust) Vesd=87mph; TCDL=6.0psf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 14-5-8, Exterior(2) 14-5.8 to 17-5-8, Intedor(1) 17-5-8 to 28-9-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 All plates are MT20 plates unless otherwise indicated. A) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 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. ,gy) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2043 lb uplift at joint 18, 439 lb uplift at joint 17, 464 lb uplift at Joint 11 and 1981 lb uplift at joint 10. fj) This truss has large uplift mactlDn(s) from gravity load e3se(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. Hp) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). k:!_OAD CASE(S) Standard I I1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-80, 5-9=-80, 17-18=-70(F=-50), 14-17=40(F=-50), 11-14=-70(F=-50), 10-11=-70(F=-50) Q�y�FESSlaN,1( wq �MING Z �y y�0 C 70068 January 23,2019 *r I & WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED NIrEK REFERENCE PAGE NII-7473 rev. 1tp0MIS BEFORE USE. Design valid for use only with MiTekt mnnootdrs. This design is based only upon paremolors shown, end IS for an IndWual building Component, not Nil a irusa ayatem. abfore use, are building doslgrwr must verity the epplicahlilty of design paramators and proporly Incorporate tni8 doslgn into the warall blslidtrg design. afacing indicated Is to prevent budding or individual truss web ondfor chord members only. Addilional tompo-ary and permansni bracing M i7ek < is � f brical sloirea for rage doltvery oredlon and b aand 10 pfavont cing of twIi sas arnd t s>� em s. ry "nend props A dSVM} GF�rt���a, D O-89 and Sthe CSI Building Component 250 Klug Circle I Sa"Information avatiahio Irmn Truce Pinta InsUtuio, 218 N. Lon Shasl, Suft 312, Alexandria, VA 22314. Corona, CA 92880 80072 Integra Truss, 1 3x4 K5638741 I ' 6,220 a Nov 16 2018 MTek Industries, inc. Tue Jan 22 16:55:16 0019 Page 1 ID:EsxxMNwMD(3FDLNY06y4fVyFJZf_mCna7OABGsEfm9mFooZOLghv3SxUh2awVKpJxsksf 1-11-14 ? 0 1.11-14 0 2 Scale = 1:16.2 6x6 = 3x6 I i 1.11.14 240 . 1-11-14 0- -2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 4 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015lrP12014 Matrix -MP Weight: 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, BOT CHORD 2X4 DF No. 1&Btr G except end verticals. WEBS 2X4 DF No 1 &Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 4=76/Mechanical, 3=76/Mechanical Max Horz 4=89(LC 5) Max Uplift 4=-631(LC 11), 3=-653(LC 14) Max Grav 4=660(LC 16), 3=673(LC 17) FORCES. (lb) -Max- Comp Wax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 14--6431641, 1-2» 367/367 BOT CHORD 3-4=-411/408 WEBS 1-3=-764/770 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exter€ar(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pond€ng. 3) This truss has been designed for a 10.0 psf bottom chord live load noncwncurrent with any other live loads. 4) ' This truss has been designed fcr a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will fit between the bottom chard and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members 6) Refer to glyder(s) for truss to truss connections- 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Qt=lb) 4=631, 3=653. 8) This truss has been designed for a total drag load of 240 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-D to 1-11-14 for 240.0 plf. Q���ir5Slply�l r�q Q�IN G 2 Fy y90 cym C 70068 EXR 9-30-2020 OFCALI��� January 23,2019 ,& WARNING - Vedty design paramefera end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1"3,2015 BEFORE USE. Design valW for use only with MITakS cannoclous- This design In based poly upon parameters shown, and is for an individual bullding component, not a truss eyalom- Before use, the bultding deefgnof meal wrl}y the apppcablllly of design 0arametam and properly iRwrporato INS da9lpn info Ilse overall �a bulling design, eradng fndlralod Is 10 provenbuckling ys ! of Individual truss web ondlor chord nrpmbers only. Addidonal temporary rind permanent bracfng I i�'e k is alwamqulrod for stablilty anpe d Ia prevent colfapwith posaiNe personal injury and prpperry damepeV I . poi gBnprpE guidance ragordarg !ne fabflcelfon, atorags, pelNery, arectivn and bredng of IFLISMS and truss syslema, sea ANSPM1 4uallty Crf erki. DSB-8a and SCSI Building Component 250 Klug Circl SofaryIn/om ition ovsllabra irgm Trusn Plato Inxtiwtn 71A N 1 — Sheol C,d1a 35e ni,..e,..r.is ern ��v:n Job ITruss ITruss Type ICity IIPIy �;Zerbst Residence K5638742 JB1B0072 integra Truss, Banning, CA I I t,Job Reference _(optional 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue don 221$.55;17 2019 Page 1 ID:EsxxMNwMDQFDLffYO6y4fVyFJZF-Sym9nS 1 oyZ_5Hwjyp WJoxYNtZToTCB2B5aEuMlzskse 1-3-2 1- -4 r 1-33 2 0 -2 a 6x6 = 3x6 I 1-3-2 0 0 1-3-2 -OADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/deg L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 4 >999 240 -CDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) -0.00 3 n/a n/a 3CDL 10.0 Code IBC2015/TPI2014 Matrix -MP '.UMBER- BRACING - COP CHORD 2X4 DF No.1&Btr G TOP CHORD 90T CHORD 2X4 DF NoA&Btr G :VEBS 2X4 DF No.1&Btr G BOT CHORD 1EACTIONS. (lb/size) 4=44/Mechanical, 3=44/Mechanical Max Horz 4=89(LC 13) Max Uplift 4=-647(LC 11), 3=-686(LC 14) Max Grav 4=670(LC 16), 3=692(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. `OP CHORD 1-4=-660/653 60T CHORD 3-4=-254/250 WEBS 1-3=-715/724 Scale = 1:16.3 PLATES GRIP MT20 220/195 Weight: 12 lb FT = 20% Structural wood sheathing directly applied or 1-3-4 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- Wind: ASCE 7-10; VuIt=11 Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 ') Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1) " This truss has been designed for a live load of 20.Opsf 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. A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=647, 3=686. 9) This truss has been designed for a total drag load of 240 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-3-2 for 240.1 plf. QR���ssroN,�� tiNG 2o�y�+ C 70068 9-30-2020 January 23,2019 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekS connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design paramerars and property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permnnant bracing PIT! is always required for stability and to prevent collapse with possible personal injury and property damogo. For general guidance regarding the labricailen, alerage, delivery, eredon and bracing of lrusses and lruss systems, see ANSPTPl1 Quality Crlfeda, DSO.99 and 8CSl Building Component 250 Klug Circle Safety Information available from Truss Plate Instladn, 21B N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 Job Truss Iyi/B180072 PB5 Integra Truss. Banning, CA I 3x4 Oty 11Ply 1 lZarbal Residerpce K5638743 1 _ Job Refareneechi tlai) on,_ 8.220 s Nov 16 2018 MITekIndustries, Inc- Tue Jan 22 16:55:24 2019 Page 1 ID:EsxxMNwMDOFDLffYO6y4fVyFJZF-I IhoFs6Bljs5d?m UUxRj 193tHBZLMEDiARl6rzsksX 2-6-6 .2-q-a 2.6.6 0.0-2 6x6 = 3x6 11 2.6-6 2 8 2.6-6 010.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Wall Ud TCLL 20.0 Plate Grip DOL 1.25 TIC 0.10 Vert(LL) -0.00 3-4 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.00 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC20151TP12014 Matrix -MP LUMBER- BRACING - TOP CHORD 2X4 OF No.1 &Btr G TOP CHORD BOT CHORD 2X4 DF No.1 &Btr G WEBS 2X4 DF No. 1&BIT G BOT CHORD REACTIONS. (lb/size) 4=1 01 /Mechanical, 3=101/Mechanical Max Horz 4=89(LC 13) Max Uplift 4=-630(LC 11), 3=-647(LC 14) Max Grav 4=667(LC 16), 3=676(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-644/644, 1-2=-484/484 BOT CHORD 3-4=-528/525 WEBS 1-3=-837/842 Scale=1:16.2 PLATES GRIP MT20 220/195 Weight: 16 lb FT = 20% Structural wood sheathing directly applied or 2-6-8 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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 lb uplift at joint(s) except (jt=lb) 4=630, 3=647. 8) This truss has been designed for a total drag load of 240 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-6-6 for 240.0 plf. Q�a��ssro'� yo NG 2y fiy�, �0 z c 70068 *X A. f J I* January 23,2019 ,& WARNING - Veffty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 10,403,2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is For an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing �) iT e is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the j fabdcatlon,, storage, delivery, erection and bradng of trusses and truss systems, see ^ ANSVTPII Quality Cdterle, DSB-89 and SCSI Building Component 250 Klug Circle yob /B180072 1 Integra Tr .OADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 -CDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES 3CDL 10.0 Code IBC2015/TPI2014 '-UMBER- FOP CHORD 2X4 OF No.1 &Btr G 80T CHORD 2X4 OF No.1 &Btr G NEBS 2X4 OF No.1 &Btr G tEACTIONS. (lb/size) 4=32/Mechanical, 3=32/Mechanical Max Horz 4=89(LC 13) Max Uplift 4=-672(LC 17), 3=-719(LC 14) Max Grav 4=694(LC 14), 3=718(LC 17) K5638744 8,220 s Nov 15 2018 MiTek Industries, Inc. Tue Jan 22 16:55:25 2019 Page 1 I D:EsxxMNwMDQFDLffYO6y4fVyFJZF-DVFBTC7p3lyE9LVHBTgGEiEShXR4p_NxpAJelzsksW r 1-0-2 1�--4 1` 00-2 0 -2 Scale=1:16.3 " 6x6 3x6 1-0-2 1-0-4 1-0-2 0-d-2 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TC 0.11 Vert(LL) -0.00 4 >999 240 MT20 220/195 BC 0.02 Vert(CT) -0.00 4 >999 180 WB 0.09 Horz(CT) -0.00 3 n/a n/a Matrix -MP Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-690/679 NEBS 1-3=-727/739 AOTES- 1) Wind: ASCE 7-10; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 1) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 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. i) Refer to girder(s) for truss to truss connections. 1) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=672, 3=719. J) This truss has been designed for a total drag load of 240 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-0-2 for 240.1 plf. Q�yaESS10�1 �o OpANG fiy C 70068 *\ ' J /A I* January 23,2019 ,& WARNING - Verity des/gn parameters and READ NOTES ON THIS AND INCLUDED Nr7EK REFERENCE PAGE NII-7473 rev. 10103,2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord member; only. Additional temporary and permanent bracing M iTe k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the to tmi lion. s!oragu, dohv ry, ere aPrn and bracing of trusses and busy systerra, uas ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 250 Klug Circle Salary fnfarm�[ron evallabie from Truss Plate Institute, 218 N. Lou Street, Snit-• 312, Alexandro, VA 7M% Corona, CA 92880 Job Truss Truss Type rDty Ply WB180072 PB7 BLOCKING 1 1 :Lerbst Residence K5638745 .Job Reference (optional) Integra Truss, Banning, CA 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:55:27 2019 Page 1 ID:EsxxMNwMDQFDLffYO6y4fVyFJZF-AtNxut93beFgUTUtOcV8LfnaOVDgYi WgO7fPiAzsksU 1-2-6 1-7r6 1-2� 0 -2 3x4 = 1 3x6 11 6x6 = 1-2-6 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 4 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 4 >999 180 BCLL 0.0 Rep Stress Incr YES WS 0.09 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD BOT CHORD 2X4 OF No.1 &Btr G WEBS 2X4 DF No. 1&Btr G BOT CHORD REACTIONS. (lb/size) 4=41/Mechanical, 3=41/0-4-0 Max Horz 4=89(LC 5) Max Uplift 4=-651(LC 11), 3=-693(LC 14) Max Grav 4=673(LC 16), 3=697(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-664/657 WEBS 1-3=-716/726 Scale = 1:16.3 PLATES GRIP MT20 220/195 Weight: 12 lb FT = 20% Structural wood sheathing directly applied or 1-2-8 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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 lb uplift at joint(s) except (jt=lb) 4=651,3=693. 8) This truss has been designed for a total drag load of 240 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-2-6 for 240.0 plf. ESS10 L �=y� 1NG 2�0�c� C 70068 9-30-2020 f January 23,2019 Now WARNING - V ft design peremetere and READ NOTES ON THIS AND INCLUDED UI7EK REFERENCE PAGE Nil-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSV7PI1 Quality Criteria, DSB-89 and BCSI Building Component 250 Klug Circle IJGb IB180072 t Integra Tr Banning, CA Type 3x4 1 Qty Ply J,Zerbst Residence K5638746 8.220 s Nov 18 2018 MITek Industries, Inc. Tue Jan 22 16:55:33 2019 Page 1 ID:EsxxM NwMDQFDLfFY06y4fVyFJZF-_1 kCBxDgBU?gCOyl ItcYawl cavG2yQzYn36kwgzsksO 1-7-14 1- -0 1-7-14 0- -2 Scale=1:16.3 1-7-14 1-B-0 1-7-14 0-d-2 -OADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 4 >999 240 MT20 220/195 "CDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 4 >999 180 BCLL 0.0 Rep Stress Incr YES WE - -- Horz(CT) -0.00 3 n/a n/a 3CDL 10.0 Code IBC2015frPI2014 Matrix -MP Weight: 13 lb FT = 20% '-UMBER- BRACING- fOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-8-0 oc purlins, 90T CHORD 2X4 DF No 1&Btr G except end verticals NEBS 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. ZEACTIONS. (lb/size) 4=61/0-4-0, 3=61/Mechanical Max Horz 4=89(LC 13) Max Uplift 4=-634(LC 11), 3=-662(LC 14) Max Grav 4=660(LC 16), 3=676(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-647/642, 1-2=-295/295 c3OT CHORD 3-4=-339/336 WEBS 1-3=-732/739 NOTES - Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 !) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. L) " This truss has been designed for a live load of 20.Opsf 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. i) A plate rating reduction of 20% has been applied for the green lumber members. d) Refer to girder(s) for truss to truss Connections. 7) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=634, 3=662. 9) This truss has been designed for a total drag load of 240 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-7-14 for 240.0 plf. ' RaoEssl 4 ING > �yGy cLt=P 90 C 70068 January 23,2019 ,& WARNING - Verity design paremetere and READ NOTES ON THIS AND INCLUDED Mf7EK REFERENCE PAGE M11-7473 rev. 1OA312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTe k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the febricatlon, storage, dettvery, ermilon and bracing of trusses and trues systems, age ANS11TP11 Quality Criteria, DSB-89 and SCSI Building Component 250 Klug Circle Safety Ini'mmatlan avallsble from Truss Plate Institute, 218 N. tee Street. SLOW 312, Alexandria, VA 22314. Corona, CA 92880 Job Type 80072 IPB20 IBLOCKING SUPPORTED G 110 Residence 1 K5638747 I I 1 ( IJob Reference (optional) Integra Truss, Banning, CA 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:55:10 2019 Page 1 I D:EsxxMNwMDQFDLffYO6y4fVyFJZF-9crWJ3yPbQ54xnccvYh994agXePY3OB9U_20cfzsksl 1-10: 0- -2 3x4 = 1 2 3x6 11 6x6 = Scale = 1:15 5 1-10.6 11-19.8 1.10-6 0-0-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (ioc) I/deg Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 15.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) -0.00 3 n/a n/a BCDL 100 Code IBC2015(rP12014 Matrix-P Weight: 13 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc puffins, BOT CHORD 2X4 DF No. 1&Btr G except end verticals. WEBS 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 4=71/1-10-6, 3=71/1-10-6 Max Horz 4=104(LC 5) Max Uplift 4=-661(LC 11), 3=-696(LC 14) Max Grav 4=679(LC 16), 3=677(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-663/670, 1-2=-368/368 BOT CHORD 3-4=-420/407 WEBS 1-3=-770/792 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat II; Exp C; Enclosed; C-C Corner(3); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1 60 2) Truss designed for wind loads in the plane of the truss only For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding 4) 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 14-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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 lb uplift at joint(s) except (jt=lb) +r $S!p 4=661, 3=696. Rio 11) This truss has been designed for a total drag load of 260 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist �� �MN G 21y, 'r'✓ drag loads along bottom chord from 0-0-0 to 1-10-6 for 260.0 plf. C 70068 *\ lilt,%'�;% �* January 23,2019 WARNING - Verfy design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERENCE PAGE MII-7473 rev. 10,V3/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, notNil' a truss system. Before use, the building designer must vedfy the appllcablllty of design parameters and property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek_ Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Crflsrls, DSB-89 and SCSI Building Component 250 Klug Circle ,job Truss Truss Type JB180072 PB21 BLOCKING SUPPORTED I Integra Truss, Banning, CA _OADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 rCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES 3CDL 10.0 Code IBC2015ITP12014 t_UMBER- rOP CHORD 2X4 DF No.1 &Btr G 130T CHORD 2X4 DF No.1 &Btr G NEBS 2X4 DF No.1 &Btr G tEACTIONS. (lb/size) 4=39/1-1-14, 3=39/1-1-14 Max Horz 4=104(LC 13) Max Uplift 4=-669(LC 11), 3=-732(LC 14) Max Grav 4=702(LC 16), 3=698(LC 17) Residence K5638748 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:55:11 2019 Page 1 ID:EsxxMNwMDQFDLffYO6y4fVyFJZF-eoPuXPy1 MjDxZ?GpSFCOhH7sA219oTXJjenZ86zsksk 1-1-14 1- 0 1-1-14 0- -2 6x6 = 3x6 II 1-1-14 1-2-0 �1-1-14 0-0-2 CSI. DEFL. in TIC 0.04 Vert(LL) n/a BC 0.02 Vert(CT) Na WB 0.09 Horz(CT) -0.00 Matrlx-P BRACING - TOP CHORD FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-241/254 dVEBS 2-3=-690/737, 2-4=-756/720 BOTCHORD (loc) /defl Ud n/a 999 n/a 999 3 n/a n/a Scale = 1:15 6 PLATES GRIP MT20 220/195 Weight: 11 lb FT = 20% Structural wood sheathing directly applied or 1-2-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. AOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat II; Exp C; Enclosed; C-C Corner(3); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. t) 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). 5) Gable studs spaced at 14-0 oc. I) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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 lb uplift at joint(s) except Qt=lb) 4=669,3=732. 11) This truss has been designed for a total drag load of 260 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-1-14 for 260.1 plf. ,FESS10N lNc ay�y :i C 70068 January 23,2019 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI67473 rev. 10103,2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 191V is always required for stability end to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Crlterfe, DSB-89 and SCSI Building Component 250 Klug Circle Sately Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 Job Truss Truss Type 10ty Ply Zerbal Residence K5638749 INB180072 PB22 BLOCKING SUPPORTED G 14 1 Job ReTerencei0llo_nail ) Inlegra Truss, Banning, CA 8.220 s Nov 16 2018 MITek Indus(riea, Inc. Tue Jan 22 10 5:11 2019 Page 1 ID:EsxxMNwMDOFDLffYO6y4fVyFJZF-soPuXPy1 MjDxZ?GpSFCOhH7rF21XoT?JjenZ86zsksk 2-6-6 24-8 2-6-6 0-d-2 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code IBC20151TP12014 LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF No. 1&Btr G REACTIONS. (lb/size) 4=101/2-6-6, 3=101/2-6-6 Max Horz 4=104(LC 14) Max Uplift 4=-671(LC 11), 3=-696(LC 14) Max Grav 4=683(LC 16), 3=682(LC 17) 6x6 = 3x6 11 Scale=1:15.5 _ 2-6-6 2-6-8 r 2-6-6 0-d-2 CSI. DEFL. in Opc) I/deft L/d PLATES GRIP TC 0,10 Vert(LL) n/a n/a 999 MT20 220/195 BC 0.06 Vert(CT) n/a n/a 999 WB 0.12 Horz(CT) -0.00 3 n/a n/a Matrix-P Weight: 16 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-8 oc pur ins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-563/576 BOT CHORD 3-4=-524/524 WEBS 2-3=-660/709, 2-4=-889/871 NOTES- 1) Wind: ASCE 7-10; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Comer(3); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (Le. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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 lb uplift at joint(s) except at=lb) 4=671,3=696. 11) This truss has been designed for a total drag load of 260 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-6-6 for 260.0 plf. o"Of ESS/0 I OOING 2y fi�c try $P 90 ern Ci 70068 January 23,2019 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10,00Y1016 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web end/or chord members only. Additional temporary and permanent bracing WOW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPH Quality Crllerla, DSB-89 and BCSI Building Component 250 Klug Clrcte ,job Truss Truss Type Qty Ply Zerbst Residence K5638750 IB180072 IDB23 BLOCKING SUPPORTED G 2 1 Job Reference o tional Integra Truss, Banning, CA 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:55:12 2019 Page 1 ID:EsxxMNwMDQFDLffYO6y4fVyFJZF-6?zGklzf71 MoB9R0ykdEVfO_S5MXwkSxIX7gYzsks) 1-0-14 1-1r0 1. 1�-2 -OADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 CDL 15.0 Lumber DOL 1.25 BC 0.02 BCLL 0.0 Rep Stress Incr YES WB 0.09 3CDL 10.0 Code IBC2015/TPI2014 Matrix-P '-UMBER- rOP CHORD 2X4 DF No.1 &Btr G 80T CHORD 2X4 DF No.1 &Btr G NEBS 2X4 OF No. 1&Btr G 1EACT10NS. (lb/size) 4=35/1-0-14, 3=35/1-0-14 Max Horz 4=104(LC 5) Max Uplift 4=-673(LC 11), 3=-743(LC 14) Max Grav 4=71O(LC 16), 3=706(LC 17) 3x4 = 1 P 3x6 11 6x6 = Scale = 1:15 6 1-0-14 1-'t-0 �l-0-14�0 -2 DEFL. in (loc) Weft Ud PLATES GRIP Vert(LL) n/a n/a 999 MT20 220/195 Vert(CT) n/a n/a 999 Horz(CT) -0.00 3 n/a n/a Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown, TOP CHORD 1-4=-702/678 WEBS 1-3=-723/762 AOTES- 1) Wind: ASCE 7-10; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Corner(3); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 1) 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). i) Gable studs spaced at 1-4-0 oc. /) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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 lb uplift at joint(s) except (jt=lb) 4=673, 3=743. 1) This truss has been designed for a total drag load of 260 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-0-14 for 260.0 plf. RaF�.ssjo tiesc �- 0 y� C 70068 A EXP.9-30-2020 '* C10- January 23,2019 WARNING - VerNy design peramelem and READ NOTES ON THIS AND INCLUDED MfrEK REFERENCE PAGE M11-7473 rev. 10103,2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the febdcalim. storage, dalivo . erecllon and bracing of trusses and truss systems, see ANSU7Plf QualityCrlterla, DSB-89 and SCSI Building Component 250 Klug Circle Safely Intormefforr avalla a from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 Job Truss Truss Type Qty €101y Zerbsl Residence K5638751 WB180072 PB24 BLOCKING SUPPORTED G 1 1 Jab Reference optional Integra Truss, Banning, CA 8.220 s Nov 16 2018 MITek Industries, Inc. Tue Jan 22 1&55:13 2019 Page 1 ID:EsxxMNwMDQFDLffYO6y4f VyFJZF-aBXey5_HuLUfoJQBagFsmiCBCrRDGNtcAyGgD_zsksi 2-0-14 2- 0 2-0-14 0 2 Scale = 1:15.5 6x6 = 3x6 II t 2-0-14 2- 0 2-0-14 2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in Ooc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 15.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015lrP12014 Matrix-P Weight: 14 lb FT = 20% LUMBER- BRACING. TOP CHORD 2X4 DF No 1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-1-0 oc purlins, BOT CHORD 2X4 DF No 1&Bit G except end verticals. WEBS 2X4 DF No 1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 4=80/2-0-14, 3=80/2-0-14 Max Horz 4=104(LC 5) Max Uplift 4=-663(LC 11), 3=-694(LC 14) Max Grav 4=679(LC 16), 3=677(LC 17) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-456/469 BOT CHORD 3-4=-417/417 WEBS 2-3=-659/705, 2-4=-818/798 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Comer(3); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) 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.Opsf 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 lb uplift atjoint(s) except Qt=lb) ^+ ESSfp 4=663, 3=694. QQ 11) This truss has been designed for a total drag load of 260 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist �� Q �N G drag loads along bottom chord from 0-0-0 to 2-0-14 for 260.0 pit �Zy "TP O Zrt� C 70068 * CAP. 9-3 n January 23,2019 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 1"312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate lhla design Into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Addltlponal temporary and permanent bracing q iTek_ is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erectlon and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSO.69 and SCSI Building Component 250 Klug Circle Type IiQty IPly IZerbst Residence K5638752 IB180072 -OAOING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 CDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES 3CDL 10.0 Code IBC2015/TP12014 '-UMBER- FOP CHORD 2X4 DF No.1&Btr G 90T CHORD 2X4 DF No.1&Btr G NEBS 2X4 DF No. 1&Btr G tEACTIONS. (lb/size) 4=94/2-4-10, 3=94/2-4-10 Max Horz 4=104(LC 13) Max Uplift 4=-668(LC 11), 3=-694(LC 14) Max Grav 4=681(LC 16), 3=680(LC 17) SUPPORTED G 6x6 = 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:55:13 2019 Page 1 I D: Esxx M NwM DQ F DLfFY06y4fVyFJZF-aBXey5_H u L UfoJQBag Fs m iCB urR3GN dcAyGg D_zsks i 2.4-10 24 12 2-4-10 a -2 3x6 11 Scale = 1:15 5 2-4-10 2-4p12 2-4-10 0-0-2 CSI. DEFL. in (loc) /deft L/d PLATES GRIP TC 0.09 Vert(LL) n/a n/a 999 MT20 220/195 BC 0.06 Vert(CT) n/a n/a 999 WB 0.11 Horz(CT) -0.00 3 n/a n/a Matrix-P Weight: 15 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 24-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-529/542 dOT CHORD 3-4=-490/490 INEBS 2-3=-659/707, 2-4=-865/846 NOTES - Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Corner(3); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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. 1) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. i) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). d) 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. J) ' This truss has been designed for a live load of 20.Opsf 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 j) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 4=668,3=694. 11) This truss has been designed for a total drag load of 260 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-4-10 for 260 0 plf. es)f ESSION� ►NG 2y Fyn C 7UU68 January 23,2019 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEtr REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Crlferla, DSB-09 and BCSI Building Componenf 250 Klug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 Job Tnw Truss TypeCity Ply Zerbst Residence K5638753 INB180072 P025 BLOCKING SUPPORTED G 1 1 1 .Job Reference (optional) Integra T", B9nrring, CA 8.220 s Nov 16 2018 MITek Industries, Inc. Tue Jan 22 16:55:14 2019 Page 1 I D: EsxxM NwMDQFD LffYO6y4fVyFJZF-2 N 519R?vfecW QT? N 8 N m5Jwl N I Fng?qGl PcO DIRzs ksh i 1-7-2_ _ __-1-7r4 1-7-2 0-0-2 Scale = 1:15.6 6x6 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 TCDL 15.0 Lumber DOL 1.25 BC 0.03 BCLL 0.0 Rep Stress Incr YES WB 0.09 BCDL 10.0 Code IBC2015/TPI2014 Matrix-P LUMBER - TOP CHORD 2X4 DF No.1 &Btr G BOT CHORD 2X4 DF No.1 &Btr G WEBS 2X4 DF No. 1&Btr G REACTIONS. (lb/size) 4=59/1-7-2, 3=59/1-7-2 Max Horz 4=104(LC 14) Max Uplift 4=-660(LC 11), 3=-702(LC 14) Max Grav 4=681(LC 16), 3=679(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-343/357 BOT CHORD 3-4=-305/305 WEBS 2-3=-666/710, 24=-766/741 3x6 11 1-7-2 1.7.•4 1-7-2 0•n-2 DEFL. in Vert(LL) n/a Vert(CT) n/a Horz(CT) -0.00 BRACING - TOP CHORD BOT CHORD (loc) I/deft L/d PLATES GRIP n/a 999 MT20 220/195 n/a 999 ` 3 n/a n/a I Weight: 12 lb FT = 20% Structural wood sheathing directly applied or 1-7-4 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Corner(3); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1 60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) 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.Opsf 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 lb uplift at joint(s) except Qt=lb) 4=660, 3=702. 11) This truss has been designed for a total drag load of 260 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-7-2 for 260.0 plf. Q�pf ESSIQ "+C w� , MG �y zi C 70U68 �1 *\ '01% n 1* January 23,2019 AL WARNING - VerHY design perametere and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. M3,2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameter; shown, and Is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabdcatlon, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Crrrvrin, DSB-89 and BCSI Building Component 250 Klup Circle 'ob Truss Truss Type IB180072 PB27 BLOCKING SUPPORTED G r Integra Truss, Banrdny, CA Residence K5638754 8.220 s Nov 18 2018 MITsk Industries, Inc, Tue Jan 22 16:65:14 2010. Page 1 ID:EaxxMNWMDQFDLfVO6y4fVyFJZF-2N619R7vfeMOT7N8Nm5JvOMTFng7gi71PcODIRzskeh �1 010�1-�12 1' -0-1D 0-0-2 3x4 = f 2 3x6 11 6x6 = 3-Q_-1_Q 1.412 .OADING (psf) SPACING- 2-0-0 CSI. DEFL. in TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) n/a 'CDL 15.0 Lumber DOL 1.25 BC 0.02 Vert(CT) n/a BCLL 0.0 ' Rep Stress Incr YES WB 0,09 Horz(CT) -0.00 3CDL 10.0 Code IBC2015ITP12014 Matrix-P r-UMBER- BRACING - FOP CHORD 2X4 DF No.1 &Btr G TOP CHORD BOT CHORD 2X4 DF No.1&Btr G NEBS 2X4 DF No. 1&Btr G BOT CHORD 1EACTIONS. (lb/size) 4=34/1-0-10, 3=34/1-0-10 Max Horz 4=104(1-C 5) Max Uplift 4=-675(LC 11), 3=-747(LC 14) Max Grav 4=712(LC 16), 3=708(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 1-4=-705/679 NEBS 1-3=-724/764 Scale=1:15.6 (loc) I/defl Ud PLATES GRIP n/a 999 MT20 220/195 n/a 999 3 n/a n/a Weight: 11 lb FT = 20% Structural wood sheathing directly applied or 1-0-12 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. AOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=67mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat II; Exp C; Enclosed; C-C Corner(3); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 1) 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). 1) Gable studs spaced at 14-0 oc. /) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) " This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 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 lb uplift at joint(s) except at=lb) 4=675, 3=747. 1) This truss has been designed for a total drag load of 260 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 260.0 plf. Rof EssroN �oQ ING Fy _Qr C 70068 January 23,2019 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ulf-7473 rev. 10/03,2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing ��� Is slwaya mquirod fro elabtilty and to proem collapse with possible personal mtury and yroparry damage. For gomral gwoonm regarmng the foodcatlon, storage, delivery, oraOion and bracing of trusses and utrss systems, see ANSI?PI} Quaflly CRterta, USS-69 and SCSI Building Component 250 Klug Circle Salary laformaSun availobls from Truss Plate Institute. 218 N. Lea Strool. Suits 312, Alexandria, VA 22314. Corona. CA 92880 Job Truss 'WB180072 PB28 Integra Truss, Banning, CA Truss Type Qty liply Zerbst Residence K5638755 BLOCKING SUPPORTED G 1 1 Job Reference (opfional) 8.220 s Nov 16 2018 MR& Industries, Inc. Tue Jan 22 16:55:16 2010 Page 1 I D: EsxxM NwM DQ F DLffYO6y4fVyFJZF-W afP MnOXQykN 2d aah 5 H Ks7 HYnf6j kH QveGln Htzsksg 1-11-14 2-0-0 1-11-14 O4j-2 Scale = 1:15.5 6x6 = 3x6 II 1-11-14 2 -0 1.11-14 n -2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deg Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.06 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 15.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 00 Horz(CT) -0.00 3 n/a n/a BCDL 10-0 Code IBC2015/TP12014 Matrix-P Weight: 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, BOT CHORD 2X4 DF No.1 &Btr G except end verticals. WEBS 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 4=7611-11-14, 3=76/1-11-14 Max Horz 4=104(LC 13) Max Uplift 4=-662(LC 11), 3=-694(LC 14) Max Grav 4=678(LC 16), 3=677(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-436/449 BOT CHORD 3-4=-397/397 WEBS 2-3=-660/705, 2-4=-807/786 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat II; Exp C; Enclosed; C-C Corner(3); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) 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.Opsf 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 lb uplift at joint(s) except Qt=lb) �p+rESSrpN 4=662, 3=694. 11) This truss has been designed for a total drag load of 260 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist �Q }�� �oM drag loads along bottom chord from 0-0-0 to 1-11-14 for 260.0 plf. �_ 0 y� C 70068 EXR 9-30-2020 - r✓ sq CIVIL TFOF CALIF January 23,2019 ,& WARNING - verily design peramerers and READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE MII.7473 rev. 1010=015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual buss web and/or chord members only. Additional temporary and permanent bracing M!Tek' is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Crltarle, DSB-Sa and SCSI Building Component 250 Klug Circle J (.rob Truss Truss Type illty Ply Zerbst Residence K563e IBI80072 PB29 BLOCKING SUPPORTED G 1 1 r Job Reference a 9onat Integra Truss, Banning, CA 8.220 s Nov 16 2018 MiTet Industries, Inc. Tue Jan 221ti:55:15 2019 Page 1 I O:EaxxMNwMDQFDLffYO6y41VyFJT,F•_mCns7OAi3GsEfm9mFoOZOLcfiv3S HTko2swV KpJzsksl 1-3-2 1- 1-3-2 0-0-2 Scale=1:15.6 6x6 = 3x6 II 1 �2 1-3-1 1-3-2 0-d-2 .OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) /deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a n/a 999 MT20 220/195 'CDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) -0.00 3 n/a n/a 3CDL 10.0 Code IBC2015/TPI2014 Matnx-P Weight: 11 lb FT = 20% '-UMBER- BRACING- rOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 1-3-4 oc purlins, ROT CHORD 2X4 DF No.1 &Btr G except end verticals. NEBS 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1EACTIONS. (lb/size) 4=44/1-3-2, 3=44/1-3-2 Max Horz 4=104(LC 5) Max Uplift 4=-665(LC 11), 3=-721(LC 14) Max Grav 4=694(LC 16). 3=691(LC 17) FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-265/279 VVEBS 2-3=-681/727.2-4=-754/721 AOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat II; Exp C; Enclosed; C-C Corner(3); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. t) 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). i) Gable studs spaced at 1-4-0 oc. /) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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 lb uplift at joint(s) except Qt=lb) 4=665, 3=721. �flVESSIO 1) This truss has been designed for a total drag load of 260 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist Q drag loads along bottom chord from 0-0-0 to 1-3-2 for 260.0 plf. HIS C 70068 * sPs-3naza January 23,2019 i A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors- This design is based only upon parameters shown, and is for an Individual building component, not a trt= system. Before use, the building desQwr must verify the applicability of design paramo[am and property immporate th[s design info the overall bulklIng design. Bracing Indicated Is to proven[ buckling of Individual truss web and/or chord members only. Addidonnr temporary and pwnnnonl bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storags, daNvary, erection and bracing or trusses and truss systems. see ANS11TPI1 Quality Criteria, DSB-59 and BCSI Building Component Safety /nforma0on evalleble (rare Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Million M!Tek 250 Klug Circle Corona. CA 92880 Job Truss Truss Type INBI80072 PB30 BLOCKING SUPPORTED Integra Truss, Banning, CA LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code IBC2015(rP12014 LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF No. 1&Btr G REACTIONS. (lb/size) 4=54/1-5-14, 3=54/1-5-14 Max Horz 4=104(LC 14) Max Uplift 4=-660(LC 11), 3=-706(LC 14) Max Grav 4=684(LC 16). 3=682(LC 17) Qty Ply Zerbst Residence I a I � K5638757 :Job Reference (optional) 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:55:17 2019 Page 1 ID:EsxxMNwMDQFDLffYO6y4fVyFJZF-Sym9nSloyZ_5HwjypWJoxYNucToQCB1 B5aEuMlzskse 1-5-14 1-¢¢00 1-5-14 01% Scale = 1:15.6 6x6 = 3x6 II 1 �-14 1-fib CSI. DEFL. in (loc) i/defl L/d PLATES GRIP TC 0.04 Vert(LL) n/a n/a 999 MT20 220/195 BC 0.03 Vert(CT) n/a n/a 999 WB 0.09 Horz(CT) -0.00 3 n/a n/a Matrix-P Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-6-0 oc purlins, except end verticals BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 1-2=-319/332 BOT CHORD 3-4=-280/280 WEBS 2-3=-670/713, 2-4=-760/732 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat 11; Exp C; Enclosed; C-C Corner(3); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1 60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) 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 14-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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 lb uplift at joint(s) except Qt=lb) 4=660, 3=706. 11) This truss has been designed for a total drag load of 260 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-5-14 for 260.0 plf. �OFESSIO =y�iOR �MMG C %0068 EXR 9-30-2020 CIVIL �P OFGALIFQI January 23,2019 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MI7EIC REFERENCE PAGE MII-7473 rev. 10/03,2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek is always required for stability and to prevent collapse with possible personal injury and properly damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/fPl1 quality Criteria, DSB-69 and BCSI Building Component 250 Kiug Circle ,job Type Residence K5138758 JB180072 SUPPORTEO G Integra Truss, Banning, CA 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:55:18 2019 Page 1 I D:EsxxMNwMDQFDLffYO6y4fVyFJZF-w9KX?o2Qjt6yv419NDq 1 Tmv37s8UxeBLKE_RuCzsksd 1-10-6 1-19-8 1-0-6 0-d-2 -OADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 rCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES 3CDL 10.0 Code IBC2015/TP12014 '-UMBER- rOP CHORD 2X4 DF No.1&Btr G 130T CHORD 2X4 DF No.1&Btr G NEBS 2X4 DF No.1&Btr G 1EACTIONS. (lb/size) 4=71/1-10-6, 3=71/1-10-6 Max Horz 4=105(LC 5) Max Uplift 4=-668(LC 11), 3=-704(LC 14) Max Grav 4=686(LC 16), 3=684(LC 17) Scale = 1:15 7 6x6 = 3x6 II 1-10-6 1-19-8 1-10-6 0-0-2 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.06 Vert(LL) n/a n/a 999 MT20 220/195 BC 0.04 Vert(CT) n/a n/a 999 WB 0.09 Horz(CT) -0.00 3 n/a n/a Matrix-P Weight: 13 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-407/421 60T CHORD 3-4=-368/368 WEBS 2-3=-669/713, 2-4=-799/776 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Comer(3); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 1) 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. 1) 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). d) 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. d) " 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. 3) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=668,3=704. 11) This truss has been designed for a total drag load of 260 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 260.0 plf. y PaM114G 2 Fyc- C 70068 *1 � � n 2020 * January 23,2019 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED Mf7EK REFERENCE PAGE Mil-7473 rev. 1"3/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameter: shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. Corona, CA 92880 .Job Truss Truss Type Oty Ply Zerbsl Residence K5638759 WB180072 PB41 BLOCKING SUPPORTED G 2 1 Job Reference (o_ptional) _---------------_-- Integra Truss, Banning, CA 8.220 s Nov 16 2018 MlTek Industries, Inc, Tue Jan 22 16:55:19 2019 Page 1 ID:EsxxMNwMDOFDLffYO6y4f VyFJZF-PLuwC832UBEpW EtLwxMGOzSE7GU 1 g5UUZuj_Oersksc 1-1-14 1- 0 1-1-14 0 -2 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.2 TCDL 15.0 Lumber DOL 1.2 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code IBC2015ITP12014 LUMBER - TOP CHORD 2X4 DF No.18Btr G BOT CHORD 2X4 DF No.18Btr G WEBS 2X4 DF No. I&Btr G 6x6 = 3x6 I 5 5 -14 1.2-D CSI. DEFL. in (loc) I/defl Ud TC 0.04 Vert(LL) n/a n/a 999 BC 0.02 Vert(CT) n/a n/a 999 WB 0.09 Horz(CT) -0.00 3 n/a n/a Matrix-P REACTIONS. (lb/size) 4=39/1-1-14, 3=39/1-1-14 Max Horz 4=105(LC 13) Max Uplift 4=-676(LC 11), 3=-741(LC 14) Max Grav 4=71O(LC 16), 3=707(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-242/255 WEBS 2-3=-698/746, 2-4=-765/729 Scale = 1:15.7 PLATES GRIP MT20 220/195 Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VuIt=11 Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Corner(3); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) 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.Opsf 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 lb uplift at joint(s) except (jt=lb) 4=676, 3=741. 11) This truss has been designed for a total drag load of 260 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-1-14 for 260.0 plf. OVESSION�� �w0 OrAkN G `90 y� C 70068 January 23,2019 WARNING -Verily design parameter, and READ NOTES ON THIS AND INCLUDED MrTEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall RA building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing I V i i 1r e k Is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-59 and SCSI Building Component 250 Kluo Circle 1.,ob 'Truss IB180072 IPB42 Integra Truss, Banning, CA .OADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 'CDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES 3CDL 10.0 Code IBC2015/TP12014 '-UMBER- rOP CHORD 2X4 DF No.1 &Btr G ROT CHORD 2X4 DF No.1 &Btr G NEBS 2X4 DF No.1 &Btr G Truss Type BLOCKING SUPPORTED G tEACTIONS. (lb/size) 4=101/2-6-6, 3=101/2-6-6 Max Horz 4=105(LC 14) Max Uplift 4=-678(LC 11), 3=-703(LC 14) Max Grav 4=691(LC 16), 3=689(LC 17) F Zerbst Residence K5638760 Job Reference (optional) 8.220 s Nov 16 2018 MITek Industries, Inc. Tua Jan 22 16:55:19 2019 Page 1 ID: EsxxMNwMDQFDLffYO6y4fVyFJZF-PLuwCB32UBEpW EtLwxMGOzSDDGUPg5yUZuj_Qersksc 2-" 2iL 8 2-" 0 -2 Scale = 1:15.6 6x6= 3x6 II 2-6-6 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.10 1 Vert(LL) n/a n/a 999 MT20 220/195 BC 0.06 Vert(CT) n/a n/a 999 WB 0.12 Horz(CT) -0.00 3 n/a n/a Matrix-P Weight: 16 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-563/577 60T CHORD 3-4=-524/524 'NEBS 2-3=-667/717, 2-4=-895/876 NOTES- ,) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat 11; Exp C; Enclosed; C-C Comer(3); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 �) 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 1) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. i) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). d) 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. d) " This truss has been designed for a live load of 20.Opsf 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. J) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=678, 3=703. 11) This truss has been designed for a total drag load of 260 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist t drag loads along bottom chord from 0-0-0 to 2-6-6 for 260.0 pIf �gfESS10N, �QQ aMIING r Fy C 70 68 EXR 9-30-2020 January 23,2019 WARNING - V n y design parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERENCE PAGE 111II.7473 rev. I0WD312018 BEFORE USE. Oeeign va[A rot use only With Milrek@ connoclora. This design is based only upon parametom Shawn, and Is for an Individual aulidkng OOmpOneM, nol . a trues ayatam. Before use, lho budding designer must verify the oppllcab;l,ty of desl9n pa rarnalas and property In orpurote this design Into Ira overall buliding design. arocing indicated to Io prevent buckilne of Indlidual truss web andfor chord membets only. Addldodal temporary and permanent bracing M iTek 1 is ahvays required far stability and to prevent oodapse will lxms,blo personal injury and property damage. For gonaml guidance regarding the fabrication. Storage, delivery, erenlon and bracing or trusses and Iruss systems, sae ANSIITPII Quality Criteria, DSS-89 and SCSI Building Component 250 Klug Circle Safety Information avallable from Truss Plate Institute, 218 N. Leo Street, Sulto 312, Alexandria, VA 22314. Corona, CA 92880 Jab Truss Truss Type City Ply ;ZerbstResidence K563B761 W3180072 PB43 BLOCKING SUPPORTED G 2 1 .Job Reference (o #gnat) Inlegra Truss, Banning, CA 8.220 s Nov 16 2018 MiTek Industries, Ina. Tue Jon 22 16:55:20 2019 Page 1 ID:EsxxMNwMDQFDLfFY06y4fVyF,1ZF-tXSIQU3g F UMg8OSXUetV ZB7Pugpl PYjenYTYx4zsksb 1-0-14 1- -0 1-0-14 0-2 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code IBC2015frP12014 LUMBER - TOP CHORD 2X4 DF No.1 &Btr G BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF No. 1&Btr G REACTIONS. (lb/size) 4=35/1-0-14, 3=35/1-0-14 Max Horz 4=105(LC 5) Max Uplift 4=-6B1(LC 11), 3=-753(LC 14) Max Grav 4=719(LC 16), 3=715(LC 17) Scale = 1:15.7 6x6 = 3x6 II I 1-0-14 1-110 1-b14 0-d-2 CSI. DEFL. in (loc) i/deft Ltd PLATES GRIP TC 0.04 Vert(LL) n/a n/a 999 MT20 220/195 BC 0.02 Vert(CT) n/a n/a 999 WB 0.09 Horz(CT) -0.00 3 n/a n/a Matnx-P Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown WEBS 2-3=-707/758, 2-4=-771/731 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Comer(3); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) 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 1-0.0 on. 7) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 8) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 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 lb uplift at joint(s) except Qt=lb) 4=681,3=753. 11) This truss has been designed for a total drag load of 260 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-0-14 for 260.0 plf. ��pF6S510�1 �PaMtN G 2y�0 cy C 70068 • EXR 9.30-2020 January 23,2019 WARN/NO - VeAy deslpn paremerers and READ NOTES ON THIS AND INCLUDED WEN REFERENCE PAGE Ml1.7173 rev. 10173/2015 BEFORE USE. Not valid for use only with MITekO connectors. This design Is based only upon parameter; shown, and is for an Individual building component, not a !raga system. Before use, the building designer muff Ya+Hy Ole appllcabllily of design poramorers and properly Inaafpofute this aal6gn Info m overall building design. Bmdnp Indlcalod is to prevent buckling of Individual two web andlor chord members. onty. Additional temporary end parmenenl bracing MiTek � � 6 8"B ruqulrad for slubtl�ty mild to omvenl collapse with po5'Blbte personal injury and property damage. For general guldence ragnnleng the Ifibmicollon, abarage. dellvery,uraclfanand wadngof Iraases and trier ayetvrr% Bea _ ANSU7PH I74aIW CdWir, DSB-89 and SCSISulldInq Component 250 Klua Circle .,ob 'Truss Truss Type IB180072 IPB44 BLOCKING SUPPORTED Integra Truss, Banning, CA ID:EsxxMNwMDQFDLffYO6y4fVyFJZF-tXSIQU3gFU MgBOSXUetVZB?ORggsPYaenYTYz4zsksb 2-0-14 2-� 0 2-0-14 0- -2 Scale=1:15.6 6x6 = 3x6 II 2-0-14 2•v•0 2--0-ta 0-0-: .OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) /deft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a n/a 999 MT20 220/195 'CDL 15.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) -0.00 3 n/a n/a 3CDL 10.0 Code IBC2015/TP12014 Matrix-P Weight: 14 lb FT = 20% '.UMBER- BRACING- rOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 2-1-0 oc purlins, 130T CHORD 2X4 DF No 1 &Btr G except end verticals. NEBS 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2EACTIONS. (lb/size) 4=80/2-0-14, 3=80/2-0-14 Max Horz 4=105(LC 13) Max Uplift 4=-670(LC 11), 3=-702(LC 14) Max Grav 4=686(LC 16), 3=684(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 1-2=-456/469 i3OT CHORD 3-4=-417/417 WEBS 2-3=-667/712, 2-4=-825/804 NOTES- j) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Corner(3); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 ') 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. t) 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). d) 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. d) ` This truss has been designed for a live load of 20.Opsf 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. J) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) ^ ESSIrp 4=670, 3=702.Q O'��, 11) This truss has been designed for a total drag load of 260 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-0-14 for 260.0 plf. �_� . Q' y'90 C�t� C 70068 January 23,2019 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MI7EKREFERENCE PAGE I11411-7473 rev. 10MIM15 BEFORE USE. ' Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not Nil a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual buss web and/or chord members only Additional temporary and permanent bracing WOW is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Crifer/a, DSB-89 and BCSI Building Component 250 Klug Circle Safety Informadon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 Job Truss Truss Type City Ply Zerbst Residence K5638763 WB180072 IPB45 BLOCKING SUPPORTED G 1 1 _ _ ,Job Reference (optional) Integra Truss, Banning, CA 8.220 s Nov 16 2018 MITek Industries, Inc. Tue Jan 22 16:55:21 2019 Page 1 ID:EsxxMNwMDQFDLffYO6y4fVyFJZF-LkOgdg410oUWmY1 k2LOk5OXZt49w8?bnOCC5VXzskse 2-4-10 2-4E12 2-4-10 0-0-2 6x6 = LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 3x6 11 2.4-10 2 i2 2•a_+0 2 fDEFL. in (loc) I/deft Ud Vert(LL) n/a n/a 999 Vert(CT) n/a n/a 999 ` Horz(CT) -0.00 3 n/a n/a FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-529/542 BOT CHORD 3-4=-490/490 WEBS 2-3=-666/715, 2-4=-871/851 Scale = 1:15 6 PLATES GRIP MT20 220/195 Weight: 15 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-12 oc purlins, except end verticals BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat II; Exp C; Enclosed; C-C Corner(3); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) 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 noncencurrent with any other live loads. 8) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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 lb uplift at joint(s) except Qt=lb) 4=675, 3=702. 11) This truss has been designed for a total drag load of 260 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-4-10 for 260.0 plf. Q�,,pVESS10N NG C 70068` *\ ^1/ l 1* January 23,2019 SPACING- 2-0-0 CSI. Plate Grip DOL 1.25 TC 0.09 Lumber DOL 1.25 BC 0.06 Rep Stress Incr YES WB 0.11 Code IBC2015/TPI2014 Matrix-P LUMBER - TOP CHORD 2X4 DF No 1 &Btr G BOT CHORD 2X4 DF No 1 &Btr G WEBS 2X4 DF No. 1&Btr G REACTIONS. (lb/size) 4=94/2-4-12, 3=94/2-4-12 Max Horz 4=105(LC 13) Max Uplift 4=-675(LC 11), 3=-702(LC 14) Max Grav 4=689(LC 16), 3=687(LC 17) WARNING - Varty design parameters end READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE Mll-7473 rev. 10 03,2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web end/or chord members only Additional temporary and permanent bracing MiTe k_ is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/7P11 Quality Crfterla, DSO-Sa and SCSI Building Component 250 Klua Circle 1�ob Truss VB180072 PB46 I Integra Truss, Banning, CA SUPPORTED G Qty I Ply IZerbst Residence K5638764 8,220 a Nov to 2018 MiTek Industries, Inc. Tue Jan 22 16:55:22 2019 Page 1 ID:EsxxMNwMDQFDLffYO6y4fVyFJZF-pwa2gA5xn6cNNhcwc3vzec4lHUVXtSEwFsyel zzsksZ 1-7-2 1-7-2 0- -2 6x6 = 3x6 II 7-7-2 1-7-4 1•-7-2 0.0-2 -OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) /deft Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 003 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0,09 Horz(CT) -0.00 3 n/a n/a 3CDL 10.0 Code IBC2015/TP12014 Matrix-P LUMBER- BRACING- rOP CHORD 2X4 DF No.1&Btr G TOP CHORD BOT CHORD 2X4 DF No. 1&Btr G NEES 2X4 DF No. 1&Btr G BOT CHORD REACTIONS. (lb/size) 4=59/1-7-2, 3=59/1-7-2 Max Horz 4=105(LC 5) Max Uplift 4=-667(LC 11), 3=-710(LC 14) Max Grav 4=689(LC 16), 3=687(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-344/357 BOT CHORD 3-4=-305/305 INEBS 2-3=-674/718, 2-4=-774/748 Scale=1:15.7 PLATES GRIP MT20 220/195 Weight: 13 lb FT = 20% Structural wood sheathing directly applied or 1-7-4 oc pudins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Comer(3); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1 60 2) Truss designed for wind loads in the plane of the truss only For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) 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). d) 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. d) ` This truss has been designed for a live load of 20.Opsf 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. ,3) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 4=667, 3=710. 11) This truss has been designed for a total drag load of 260 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist j drag loads along bottom chord from 0-0-0 to 1-7-2 for 260.0 pit QR4ESS10 f Ci 70068 *\ r J /I I * January 23,2019 WARNING - Ved & design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE M11.7473 rev. faN3P1015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system- Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall HE' building design. Bracing Indicated Is to prevent buckling of Individual suss web and/or chord members only. Additional temporary and permanent bracing M )TE1 k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guldance regarding the fabrication, storage, delivery, erec9on and bracing of trusses and truss systems, see ANS1/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suits 312, Alexandria, VA 22314. Corona, CA 92880 Job Truss INB180072 PB47 Integra Truss, Banning, CA TyK SUPPORTED G Qty K5638765 5.220 s Nov 16 2018 Mi-Tek Industries, Inc. Tue Jan 22 16:55:22 2019 Page 1 I D:EsxxMNwMDQFDLffYO6y4fVyFJZF-pwa2gA5xn6cNNhcwc3vzec4lOUVmtSDwFsye 1 zzsksZ 1-0-10 1-0 12 6x6 = 3x6 II 1-0-10 i 0f12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (!oc) I/deg Ud TCLL 20.0 Plate Grip DOL 1.25 TC 004 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 002 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 009 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015ITPI2014 Matnx-P LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD BOT CHORD 2X4 DF No.1 &Btr G WEBS 2X4 DF No.1&Btr G BOT CHORD REACTIONS. (lb/size) 4=34/1-0-10, 3=34/1-0-10 Max Hors 4=105(LC 14) Max Uplift 4=-683(LC 11), 3=-756(LC 14) Max Grav 4=721(1-C 16), 3=717(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-3=-710/761, 2-4=-773/732 Scale = 1:15 7 PLATES GRIP MT20 220/195 Weight: 11 lb FT = 20% Structural wood sheathing directly applied or 1-0-12 oc puriins, except end verticals. Rigid calling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Corner(3); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) 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.Opsf 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 lb uplift at joint(s) except Ot=lb) 4=683, 3=756. 11) This truss has been designed for a total drag load of 260 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 260.0 plf. QRa��ssr0 O MG �y Q C 70068 January 23,2019 A WARNING - Verily design peremefem and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10A73,2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system Before use, the building designer must verify the appiicablllty of design parameters and property incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web end/or chord members only Additional temporary and permanent bracing M iT,A K Is always required forstabllay end to prevent collapse with pcesibio pomonel injury and property dw-3o. Forgonoml guidanro ragaMing the fa lion, store a, dallvary, efectldn and bracing of trusses and truss systems, see AAr$UTPll Quality Criteria, DSE-89 and SCSI Building Component 250 Klug Circle K5638766 4BI80072 r .OADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 'CDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES 3CDL 10.0 Code IBC2015/TPI2014 '-UMBER- rOP CHORD 2X4 DF No 1&Btr G BOT CHORD 2X4 DF No.1 &Btr G NEBS 2X4 DF No.1 &Btr G 4EACTIONS. (lb/size) 4=76/1-11-14, 3=76/1-11-14 Max Horz 4=105(LC 13) Max Uplift 4=-669(LC 11). 3=-702(LC 14) Max Grav 4=686(LC 16), 3=684(LC 17) SUPPORTED G Reference &220 s Nov 162018 MITek Industries, Inc. Tue Jan 2215:55:23 2019 Page 1 I D,.EmMNwMDOFOLffYO6y4NyFJZF-H8MZMZYPkE7rB89mOCApcvmVacvD4TWhCZPzsksY 1-11-14 2-q-0 1-11-14 0-0-2 Scale = 1:15.6 6x6 3x6 II 1-11-14 2 1.11.14 2 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TC 0.06 Vert(LL) n/a n/a 999 MT20 220/195 BC 0.05 Vert(CT) n/a n/a 999 WB 0.10 Horz(CT) -0.00 3 n/a n/a Matrix-P Weight: 14 lb FT = 20% FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-437/450 BOT CHORD 3-4=-397/397 'NEBS 2-3=-667/712, 2-4=-814/792 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES - I) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Comer(3); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/rPI 1. !) 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. ') This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. d) " This truss has been designed for a live load of 20.Opsf 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. �) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=669, 3=702. 11) This truss has been designed for a total drag load of 260 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist ) drag loads along bottom chord from 0-0-0 to 1-11-14 for 260.0 plf. e�nr ESS/0&4/ ��,, �wP •9� Zir C %0068 EXP. 9-30-2020 CIVI%- F CA1F�� January 23,2019 AWARNING - Verity dealgn parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERENCE PAGE MI1-7473 rev. 10A302015 BEFORE USE. Design valid for use only with MITek® connector:. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web andlor chord members only. Additional temporary end permanent bracing M iTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92800 Job Truss Trues Type Qty Ply Zerbst Residence K5638767 INB180072 PB49 BLOCKING SUPPORTED G 1 1 _ Job Reference_C0PffOnel} Integra Truss, Banning, CA 8.220 s Nov 16 201a MITek Induslrles, Inc. Tue Jan 22 16:55:23 2019 Page 1 ID:EsxxMNwMDQFDLffY06y4fVyFJZF-H6BQ2W6ZYPkE?rB69mQCApcv7trvcvW4TW hCZPzsksY 1-3-2 1 -4 1-3-2 012 6x6 = 30 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 004 TCDL 15.0 Lumber DOL 1.25 BC 0.03 BCLL 0.0 Rep Stress Incr YES WB 009 BCDL 10.0 Code IBC2015ITP12014 Matrix-P LUMBER - TOP CHORD 2X4 DF No.1 &Btr G BOT CHORD 2X4 DF No.1 &Btr G WEBS 2X4 DF No.1&Btr G REACTIONS. (lb/size) 4=44/1-3-2, 3=44/1-3-2 Max Horz 4=105(LC 5) Max Uplift 4=-672(LC 11), 3=-730(LC 14) Max Grav 4=702(LC 16). 3=699(LC 17) I 1-3-2_ IA-4 DEFL. in (loc) /deft L/d Vert(LL) n/a n/a 999 Vert(CT) ri n/a 999 Horz(CT) -0.00 3 We n/a I BRACING - TOP CHORD FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-266/279 WEBS 2-3=-690/736, 2-4=-762f729 BOT CHORD Scale = 1:15.7 f PLATES GRIP MT20 220/195 Weight: 11 lb FT = 20% Structural wood sheathing directly applied or 1-3-4 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Corner(3); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) 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.Opsf 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 lb uplift atjoint(s) except Qt=lb) 4=672, 3=730. 11) This truss has been designed for a total drag load of 260 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-3-2 for 260.0 pif Q�gFESS10 Ci 70068 � *\ ^� / I I* January 23,2019 AWARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED NrTEK REFERENCE PAGE Nll-7473 rev. 10103,2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members onty. Additional temporary and permanent bracing M�r® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPI1 Quality Criteria, DSB-89 and BCS1 Building Component 250 Klug Circle ,job JB18007 Truss Truss Type City Ply bat Residence K5638768 2 PB50 BLOCKING :3 1 Job Reference anal Integra Truss, Banning, CA 15.220 s Ntw 16 2618 M1Tak Industries, Inc. Tue Jan 22 16:55:25 2019 Page 1 I D: EsxxM NwM DQFDLffYO6y4fVyFJZF-DVFBTC7p31 yE9LV H BTg G EiElhXC4pzNxpAJ a lzsks W 1-5-14 1- 0 1.5-14 0 -2 3x4 = 1 6x6 = 3x6 11 !T14 1_ G 1-5-14 0 -2 -OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Vd TCLL 20.0 Plate Grip DOL 1.25 TIC 0.09 Vert(LL) -0.00 4 >999 240 'CDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(CT) -0.00 3 n/a n/a 3CDL 10.0 Code IBC2015/TPI2014 Matrix -MP 1-UMBER- BRACING- rOP CHORD 2X4 DF No 1 &Btr G TOP CHORD BOT CHORD 2X4 DF No 1 &Btr G WEBS 2X4 OF No.1 &Btr G BOT CHORD REACTIONS. (lb/size) 4=54/Mechanical, 3=54/Mechanical Max Horz 4=85(LC 5) Max Uplift 4=-650(LC 11). 3=-678(LC 14) Max Grav 4=673(LC 16), 3=690(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-662/657, 1-2=-280/280 BOT CHORD 3-4=-323/320 'NEBS 1-3=-739/746 Scale = 1:15.7 PLATES GRIP MT20 220/195 Weight: 12 lb FT = 20% Structural wood sheathing directly applied or 1-6-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. t) " This truss has been designed for a live load of 20.Opsf 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. 3) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Ot=lb) 4=650, 3=678. 8) This truss has been designed for a total drag load of 260 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-5-14 for 260.0 plf. Q�-VESS1 O �1NG 2 �y C 70068 January 23,2019 A WARNING - VerNy design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE MII-7473 rev. 10103/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual buss web andlor chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Crlterla, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Nil, MiTek 250 Klug Circle Corona, CA 92880 Job Truss Type Ply jZerhat Resklance WBIB0072 PB60 Integra Truss, Banning, CA SUPPORTED G K5638769 8.220 s Nov 16 2018 MITek Industries, Inc Tu0 Jan 22 16:55:28 2019 Page 1 1D;r W m LNgfRgOU38gM L-57QBTycQ7k-hhpZgX8RgK6psJvhrv_voBEP)5iOpFKWATwsAk zsksV I i-1a1_10-fi 1.1 6 a�-82 Scale =1:19 5 6x6 — 3x6 II 1-10.6 1-iD=s o 2 0-0-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015fTP12014 Matrix-P Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, BOT CHORD 2X4 DF No. 1&Btr G except end verticals. WEBS 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 4=71/1-10-6, 3=71/1-10-6 Max Horz 4=140(LC 14) Max Uplift 4=-829(LC 11), 3=-892(LC 14) Max Grav 4=862(LC 16), 3=859(LC 17) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-392/410 BOT CHORD 3-4=-340/340 WEBS 2-3=-843/902, 2-4=-953/915 NOTES- 1) Wind: ASCE 7-10; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Corner(3); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) 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.Opsf 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 lb uplift at joint(s) except Qt=lb) �F551q�y'- 4=829, 3=892. 11) This truss has been designed for a total drag load of 240 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist NG 2 drag loads along bottom chord from 0-0-0 to 1-10-6 for 240.0 plif ��' �90 y C 70068' P. 9 3O--2020 * January 23,2019 A WARNING - Veri y design parameters and READ NOTES ON THIS AND INCLUDED NrrEK REFERENCE PAGE NII-7473 rev. 10A13PA15 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a trues system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall se� building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOW Is always required Tor stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSB49 and BCSI Building Component 250 Klug Circle „lob Truss Truss Type City Ply Zerbst Residence K5638770 VB180072 PB61 BLOCKING SUPPORTED G 1 1 � Job Reference {oplicnal] Integra Truss, Banning, CA 8.= s Nov 16 2018 MTTek Industries, Inc. Tue Jan 2216:55:26 2019 Page 1 I D: rW mLNgfRgOU38gM L_5?OBTycQ?k-h hpZgXB Rq K6psJ vh rv_voSEPk5tU pFRW ATwsAkzsksV 1 1-7-14 1-q-0 1-7-14 0-d-2 Scale = 1:19 5 -OADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 -CDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES 3CDL 10.0 Code IBC2015/TP12014 '-UMBER- TOP CHORD 2X4 DF No.1 &Btr G BOT CHORD 2X4 DF No.1 &Btr G NEBS 2X4 DF No.1 &Btr G .4EACTIONS. (lb/size) 4=61/1-7-14, 3=61/1-7-14 Max Horz 4=140(LC 5) Max Uplift 4=-833(LC 11), 3=-906(LC 14) Max Grav 4=871(LC 16), 3=867(LC 17) 6x6 = 3x6 II 1.7.14 1- •0 1-7-14 2 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.08 Vert(LL) n/a n/a 999 MT20 220/195 BC 0.03 Vert(CT) n/a n/a 999 WB 0.14 Horz(CT) -0.00 3 n/a n/a Matrix-P Weight: 16 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-347/365 BOT CHORD 3-4=-295/295 'NEBS 2-3=-853/914, 2-4=-949/906 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Corner(3); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1 60 >) 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. 1) 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. ') This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. d) ” This truss has been designed for a live load of 20.Opsf 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. 3) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=833, 3=906. 11) This truss has been designed for a total drag load of 240 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-7-14 for 240.0 plf. Q�yp01V4 C 70068 * � •,lrxP. 9-30-2 020 January 23,2019 ,& WARNING - Verlljl des/gn perimeters end READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE Ml1-7473 rev. 10N3/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, sae ANSVTPH Quallty Crlferle, DSB-89 and BCSI Building Component Solely Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. M!Tek 250 Klug Circle Corona, CA 92880 Job Truss Truss Type 'Qty 131y Zerbst Residence 'WB180072 PB71 BLOCKING 2 1 K5638771 Job Reference (optional) Integra Truss, Banning, CA 8.220 s Nov 16 2018 MiTek Industries, Inc Tue Jan 22 16:55:28 2019 Page 1 I D:rW mLNgfRgOU38gML_5?QBTycQ?k-e4xJ5DAhMyNX6c34yKONttKkluYmHBlpdnPzFdzsksT 1-10� 1-"-8 � 0-0-2 3x8 = 1 2 4 6x6 = 3x6 11 1-1 [ !6 1.1Q-8 1-10$ 0 2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 4 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.18 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP LUMBER- BRACING - TOP CHORD 2X4 DF No 1 &Btr G TOP CHORD BOT CHORD 2X4 DF No.1 &Btr G WEBS 2X4 DF No. 1&Btr G BOT CHORD REACTIONS. (lb/size) 4=71/Mechanical, 3=71/Mechanical Max Horz 4=126(LC 5) Max Uplift 4=-904(LC 11), 3=-952(LC 14) Max Grav 4=938(LC 16). 3=964(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-922/914, 1-2=-340/340 BOT CHORD 3-4=-403/398 WEBS 1-3=-1012/1024 Scale = 1:21.2 PLATES GRIP MT20 220/195 Weight: 18 lb FT = 20% Structural wood sheathing directly applied or 1-10-8 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=11 Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 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 lb uplift at joint(s) except Qt=lb) 4=904, 3=952. 8) This truss has been designed for a total drag load of 240 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 240.0 plf. QRO�ESSIO C POMIN G 2yq fiyG= C 70068 January 23,2019 A WARNING - VerRy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10A1312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall ME building design. Bracing indicated Is to prevent buckling of individual buss web and/or chord members only. Additional temporary and permanent bracing �l�Q is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMPH Qualify Criteria, DSB-69 and SCSI Building Component 250 Klug Circle Type Residence K5638772 JB180072 Banning, CA -OADING (psf) TCLL 20.0 'CDL 15.0 BCLL 0.0 ' iCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code IBC20151TP12014 1-UMBER- rOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1 &Btr G NEBS 2X4 DF No.1 &Btr G tEACTIONS. (lb/size) 4=57/Mechanical, 3=57/Mechanical Max Horz 4=126(LC 13) Max Uplift 4=-920(LC 11), 3=-979(LC 14) Max Grav 4=951(LC 16), 3=985(LC 17) 3x6 1 6x6 = 3x6 II 16 2018 MiTek Industries, InC. 22 16:55:28 Scale = 1:21.3 1-8-10 1 12 1-B-1a •2 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.18 Vert(LL) -0.00 4 >999 240 MT20 2201195 BC 0.04 Vert(CT) -0.00 4 >999 180 WB 0.17 Horz(CT) -0.00 3 n/a n/a Matrix -MP Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-6-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-938/927, 1-2=-272/272 BOT CHORD 3-4=-335/330 'NEBS 1-3=-1011/1024 NOTES - I) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat 11; Exp C; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 ?) Provide adequate drainage to prevent water ponding 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1,) " This truss has been designed for a live load of 20.Opsf 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 S) A plate rating reduction of 20% has been applied for the green lumber members. o) Refer to girder(s) for truss to truss connections. '7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=920, 3=979 8) This truss has been designed for a total drag load of 240 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 240.0 pif Q�(Osslply�C 4 OM%N G Z �y �u=y}P y9°cyM C 70068 January 23,2019 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERENCE PAGE MII-7473 rev. 10103,2015 BEFORE USE. Design velld for use only with MiTdke connodors. This deslpo Is based only upon perarrwtem shown, and Is for an MNIduol buliding componant, not �I a Imes syelem. Wora use. the huilding daalgnor must vorify tha oppikablilty of design parameters and properly Incaporate this design info the oven" f' building design. Bracing indicelad is to plevonl buckling tit individual truss web sTWor chord members only- Additional temporary and permono nt bredng M iTe R Is aiwaya ractulred for aWbirity and Ic prevent coltapse with possible personal in�rry and property damage. For general gudanca regarding the fandcallon, %image. delwary, aredion and bracing of trusses and buss systems, He ANSNTPil 4aalify CrIwia, DS9-99 and SCSI Buffding Camponent 250 Klug Circle Salary Inrermellan avaiiabto fmm Truss Plate Inetiulle, 219 N. Loa Street. Sullo 312, Alexandda, VA 22314. _ al Corona, CA 928g0 Type jCity Ply Zerbsl Residence K5638773 Integra Truss, LOADING (psf) SPACING. 2.0-0 TCLL 20.0 Plale Grip DOL 1.25 TCDL 150 Lumber DOL 1,25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code IBC2015lrP{2014 LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1 &Btr G WEBS 2X4 DF No.1&Btr G REACTIONS. (lb/size) 4=78/Mechanical, 3=78/Mechanical Max Horz 4=126(LC 5) Max Uplift 4=-899(LC 11), 3=-942(LC 14) Max Grav 4=934(LC 16), 3=958(LC 17) 8.220 s Nov 16 2018 MiTek Industries, Inc. Too Jan 22 16:55:29 2019 Page 1 ID:tW mLNgfRgOU38gML_5?QBTycQ7k-6GVhIZAK7FVOjmeGW 1 XcQ4svXluwObQysR8W n3zsksS 2-04; 2 q-8 i.o_s 0-0-2 1 3x8 4 6x6 = 3x6 11 Scale = 1:21.2 I 2-M 2• 2-0-6 0 i CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TC 0.17 Vert(LL) -0.00 4 >999 240 MT20 220/195 BC 0.05 Vert(CT) -0.00 3-4 >999 180 WB 0.19 Horz(CT) -0.00 3 n/a n/a Matrix -MP Weight: 18 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing FORCES. (Ib) -Max, Comp -(Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 1-4--91M09, 1-2=-376l376 BOT CHORD 3-4=-439/434 WEBS 1-3=-1020/1030 NOTES- 1) Wlnd: ASCE 7-10; VUIt=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCD L=6.0psf; h=25ft; Cat. Il; Exp C; Enclosed; C-C Exterier(2); cantilever left and right exposed ; and vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load noncwncurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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 lb uplift at joint(s) except Qt=lb) 4=899, 3=942. 8) This truss has been designed for a total drag load of 240 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-0-6 for 240 0 pIf. 9v,()FESS1� 1NG C 70068 EXP. 9-30-2020 CIVIL �wP FCALIF�` January 23,2019 A INA RN/Ne - varfry d"4? Aaramalarx'Ind READ NOTES ON THIS ANO WLUDED AVMK aEFEREHCE PAO, MfP7473 roy. 10AI9d1S BEFORE uE S Dan "Ild rpr use 0* with MITe1dD oonnectars. This design is based only upon pareabalers shown, and le for on Individual buflding comp rsnl, net MR truss systfy system. Before me, the bullMnp deeignar mull ywthe epplioubtlity of design pammolin androp perly incorporplq ve ctia design Into the orall bldlding daalgn. aradng kWlcaled Is to prevent buckllna arhtdlvldual Irtrm web and/or chord mambors only. AdMonat temporary and parmpnent brodrrg MiTel.R is always required fir stability anpa d to pmtmi owlae with poWhia pamnal Injury and property damage. For gonerat guldanoa nsgarding Iha fobrlca6an, alelagn, deuvary. erection and bracing of trusses and ruse systems, see ANSM11 Quality Cdkvfa, OS$-I17 and SCSI S""V Component Safetyhdormatlon available hurt Truss Pima InsUtuta, 218 N. L250 Klug Circleae Street, SdRa 312, Aioxandrin. VA M14 _ _ . .. iabb jgB160072 _f.0ADING 2late Grip DOL1.25 D TCLL i(CDL a'SPACING- umber D 1.25 YES ,BCLL RepStress Incir Oode IBC20"612014 ?CDL — WMBER TOP CHORD 2%4 DF No.1&Btr G CHORD COT EI35 2X4 X4 DF A4o.1&Sir G kREACTIONS. [lbfslze) 4=4a1Mechanical• 3=48/Mechanical Max morz 4=126(LC 5) Max uplift 4=-936(LC 17), 3=-1005(LC 14) 1 Max Grav 4=967(LC 14), 3=1OG5(LC 17) lob Referen a uurwr — 8.220 s Nov 16 2018 MITek Industries, Inc. Tue. Jan 2216:55:30 5u4J Page 6?QBTycn4k-a534wvSyuZdFLwOS4k2ryiP471FR1Z 64w1JVzskaR li3:r W mLI4$iligOt}36gMiL 1-" 1--6 0— -2 Scale = 1:21.3 4x4 = 4 U6 = 3x6 11 PLATES GRIP CSI. DEFL. in (1oc) Ildefl Lid MT20 2201195 Vert(LL) -0.00 4 >999 240 TC 0.18 4 >999 180 BC 0.03 Vert(CT) -0.00 WB 0.17 Horz(CT) -0.00 3 nla n/a Weight: 16 lb FT = 20% Matrix -MP _ - BRACING - TOP CHORD Structural wood sheathing directly applied or 1.4-a oc purlins, except and verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. tORCES. (lb) - Max. Carrlp.IMex. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-0=-9601947 OT CHORD 1 4-2951 9037 nWEBS „rIOTE8• 1) Wind sad; C-C oASCE tI eveirlleR and right exposedust) Vasd=87 mph; end vaxtis�S deft ndCright exposed: Lumbar DOL=1.60 Plate grip DOL= 60 Exte ( )cantilever n f}7) Provide adequate drainage to prevent water pending. ti 3) This truss has been designed for a 10.0 psf bottom chord live load nonehordrin al with any other re loads. jqt - This truss has been designed for a live toad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6 -0 tall by 2-0-0 wide will fit betwean the bottom chord and any other Trxthr green lumber members. gjr) A plate rating reduction of 20% has bean app <ti�B) Refer to girder(s) for truss to truss connections. late ca able of withstanding 100 lb uplift at joint(s) except Qt=lb) .IT) Ptovlde mechanical connection (by others) of truss to baadng p P (' 4=936, 3=1005. 1 33 Connect truss to resist drag j ) I hiisis uss has been itom on fromfor 0-0 0 tatotal dr�load for 240A pipit Lumber DOL=(1.33) Plate grip DOL=(. ) I Q�pl ESSIOA114 �p � 1NG �jy yc C 70068 n J F 111_111 January 23,2019 !2M tk WkRfilH(i • Vwfly da¢fQn �,r+malOrs ■nd RERf7 NO TES pH 7ff15 AHl71fYG1f/DEa M1rEK FEFERENCf: PAGE M11•If7,1 rev. iig oom f79nF.FnotE USE p ramaters shown, end Is for cprp Stu this doslg^f n�to a °'+mall MiTek• ° Design varid for use ady wilh WeW oonndctorc. This dasign Is based only upon Pa Addltldnai tamphis d end pormananl Ifrac[np s Uu58 Syetem. aefrxe usv, tho bl+iiding ddslgnor rn al varlfy" applirAtrNty of design garameiere and only lyr Indicated is to pfevent buOling a! hdivldu sl hose web endlGf Chard m9"bors r ggv�narei guidance rag+rd[n9 fnn cofnpo+lenr 250 Klug Circle ,�� eulWing desEpn. arackng nt collapse with Poselhfe per". usury end proPe prJSViPlI 4uelfgr Crlfer7+. DSO+� BCSIBuNdMp Corona, CA 92690 s a ways rdquV ad for ss+buds and to P ems+ febfirawn, +lorego. da,M . erectlnn and bracing or uvsaes and truss eyerem i eee — j Salary lnfdrrn+flan avNlnM+ Irani Truss Platy lnatllufa, 21e H. Lea Slrees, Suite 312, A1az+ndria, VA 22314. J Job Job Truss WB180072 SC1004 Integra Truss, Banning, CA 0 ID:3_EekScHscHCIVSoEl8V4EyckNp-pSdvzoVFmYuZTwCSbCWxOnU W vB3rrrcx38BSE?zsksl -I-0-0 _ 3.11-11 1-0-0 3-11-11 Ann 6 4 1.5x4 II I" 0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC OA6 Vert(LL) 0.03 5 >999 240 TCDL 20.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.05 4-5 >964 180 BCLL 0.0 BCDL 20.0 Rep Stress Incr Code IBC2015lrP12014 YES WB 0.03 Matrix -MP Horz(CT) 0.08 3 n/a n/a LUMBER- BRACING - TOP CHORD 2X4 OF No.1&Btr G TOP CHORD BOT CHORD 2X4 OF No.1&Btr G WEBS 2X4 DF No.1&Btr G BOT CHORD REACTIONS. (lb/size) 6=336/0-5-8, 3=136/Mechanical, 4=75/Mechanical Max Horz 6=188(LC 5) Max Uplift 6=-82(LC 4), 3=-91(LC 5), 4=-75(LC 5) Max Grav 6=336(LC 1), 3=153(LC 9), 4=132(LC 7) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2-6=-261/54 WEBS 2-5=-159/275 Scale = 1:24.4 PLATES GRIP MT20 220/195 Weight: 20 lb FT = 20% Structural wood sheathing directly applied or 3-11-11 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VuIt=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 3-10-15; cantilever left and fight 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.Opsf 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 lb uplift at joint(s) 6, 3, 4. W 1z pOESSI N4" oMtiNG 2 �y ll C 70068 X _can n �n �nnn j January 23,2019 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M!!EK RFI-ERENCE PAGE MII-7477 rev. 10i0312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall 'I building design Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Milek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the I' fabrication, sloreoe. dellverv. erection and bracino of trusses and truss systems see ANSI/TPI1 Qualltv CrIfede. DSB-BS and BCSI Bulldlna Comoonent 2s0 Khu, cirr:v, ,Job 'Truss Truss Type City Ply ;Zerbst Residence K5638801 OB180072 ;SC1006 JACK -OPEN 1 1 I Job Reference (optional) Integra Truss, Banning, CA 0220 s Nov 16 2018 MiTek Industries, Inc, Tue Jan 22 16:55:57 2019 Page 1 ID:3 EekScHscHCIVSoEl8V4EyckNp-HfBHBBWuXsOQ44ne9v1AZ_lc?bOValp4lox?mRzsksO 1.0-0 ~7-C•O 5.11.17 3x4 1,5x4 11 1 5-11-11 ' S•St•11 .OADING (psf) SPACING- 2-0-0 CSI. FDEFIL. In TCLL 20.0 Plate Grip DOL 1.25 TC 0-46LL) 0.10 rCDL 20.0 Lumber DOL 1.25 BC 0.31CT) -0.15 BCLL 0.0 Rep Stress Incr YES WB 0.03(CT) 0.20 3CDL 10.0 Code IBC2015/TP12014 Matrix -MP '-UMBER- BRACING- rOP CHORD 2X4 DF No.1 &Btr G TOP CHORD 90T CHORD 2X4 DF No 1&Btr G NEBS 2X4 DF No 1&Btr G BOT CHORD 1EACTIONS. (lb/size) 6=393/0-5-8, 3=221/Mechanical, 4=58/Mechanical Max Horz 6=204(LC 5) Max Uplift 6=-86(LC 4), 3=-132(LC 5), 4=-37(LC 5) Max Grav 6=393(LC 1), 3=242(LC 9), 4=115(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2-6=-336/32 WEBS 2-5=-183/309 (loc) Vdefl 4-5 >700 4-5 >447 3 n/a Scale=1:28.9 2 r- 4 L/d PLATES GRIP 240 MT20 220/195 180 n/a Weight: 25 lb FT = 20% Structural wood sheathing directly applied or 5-11-11 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. AOTES- 1) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 5-10-15; cantilever left and right exposed ; and vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 !) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf 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. ;) Refer to girder(s) for truss to truss connections. d) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4 except (jt=lb) 3=132. Q�pv ESSIpy f C 70068 January 23,2019 ,& WARNING - Vern design pwsmefers end READ NOTES ON THIS AND INCLUDED 1driEK REFERENCE PAGE MII-7473 rev. 10103/2015 BEFORE USE. besign valid for use only wM MrTekg commtors. Thisdwlgn Is based only upon paramalors shown, oral is for an Individual WIWI ng cdmponeni, not a truss sysiam. I otom use, the Nliding designer must venfy Ina appgcabipiy of dagign parameters and properly It4o9oreio Ihig daslgn into the overall hurlding desera ign, Gng indicated Is Iv proWnt buokiing of individual trust web, andlar chord mombom only. Addilkperman Mal temporary and ent bfacing M i Ir P. k is aP,vsys mqukud for slabllo and to prevent cotlnpse wilh posslhro pmsdnol injury end prop>arty damago For gonorol guidance ragardurg Iho tebdcalion, Vorage, delivery, wedlon and bracing of trusses and hues systems, sea ANSb7PI1 QuaNly, Crienrla, OSS•99 and SCSI Building Componenf 250 Klug Circle Salary InfnrmaYvn ave"Ne from Tn,ss Plate Insilluto. 218 N. Lae Silent, Suits 312. Alexandria, VA 22314. Corona, CA 92880 CA I ype Oty OPEN 1 8.220 s Nov 16 2010 MiTek Industries, Inc. Tue Jan 22 16:55:59 2019 Page 1 ID:Zdm9m3WCCuLKgKGc4?H7z7yH?_x-E 1 J 1 bQY83TH7KNx 1 GK4eeP62ZO7F2CaN16Q6rHzsks 1-0-0 1-11-11 ,-0.0 i-11.17 4.00 Iv 0 Scale = 1:16.2 6 4 1.5x4 11 1-6-7 1-11-11 1-6-7 0-5-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) -0.00 6 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0.03 I Vert(CT) -0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MP Ipl Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins, BOT CHORD 2X4 DF No. 1&Btr G except end verticals. WEBS 2X4 DF No 1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=217/0-5-8, 3=41/Mechanical, 4=18/Mechanical Max Horz 6=120(LC 5) Max Uplift 6=-75(LC 4), 3=-28(LC 5). 4=-71(LC 5) Max Grav 6=217(LC 1), 3=56(LC 9), 4=64(LC 7) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2); 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.Opsf 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 ❑t 20% has boom npphe: for the green lumber members. 5) Refer to girder(s) for tnlss io truss Cpr+nEclions 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. 'OESSIO/yq� ING > Fy C 70068 31pS 30.2020 January 23,2019 A WARNING -Verily design pammetere and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE NII-7473 rev. 10103,2015 BEFORE USE. saines Design valid for uas only wMlh KT" oonnactors. This design fr. based only upon pa mmolors shown, and Is for an M&Idual OLI Ming camponanl, not a trues aystom- Before use, the building deslpmr must vanfy the s0licaMlrly at dosO parameters and properly incorporate this dms gn Into the overall building design. Braefng Indicated is to prawn! buckling of indlAdual truss woh andlor chord members only. Additional temporary and permanent brMing M iTek Is alwoys required for stability and 10 prevonl [0eeps0 With possible personal Injury and properly damage. For guneml guidance regarding the fabdcagon, atoraga, degvary, "reckon and bradng of trusses and truss ay5tem5, seo ANSATPII OwRly Cdleds, DSO.89 and BCS1 Building Component 250 Klug Circle SafelyInrormallon available from Truss Plate InsliMe, 218 N- Lee Slrnat- Stills 312. Alaxandda, VA 22114 .._ 3b Truss Truss Type City Ply Zwbst Residence K5638803 IB180072 SD102A JACK -OPEN 1 1 Job Reference o tional Integra Tnm, SaWng, CA .8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:55:59 2019 Page 1 ID:Zdm9m3W CCuLKgKGc4?H7z7yH?_x-E1 J1 bgY83TH7KNxl GK4eeP62_05i2CUN1606rKzsks_ L -1-0-0 1A 0 1.11-17� 4.00 Scale = 1:16.2 3x4 = 1.3.8 1.11-11 1-3-8 0-5.3 I .OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.00 6 >999 240 MT20 220/195 -CDL 20.0 Lumber DOL 1.25 BC 0.13 Vert(CT) 0.00 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(CT) -0.03 4 n/a n/a 3CDL 10.0 Code IBC20161TPI2014 Matrix -MP Weight: 13 lb FT = 20% '.UMBER- BRACING- rOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins, 90T CHORD 2X4 DF No.1&Btr G except end verticals. NEBS 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1EACTIONS. (lb/size) 4=-40/Mechanical, 5=-88/Mechanical, 6=41410-5-8 Max Horz 6=120(LC 5) Max Uplift 4=-53(LC 5), 5=-88(LC 1), 6=-202(LC 4) Max Grav 4=16(LC 7), 5=37(LC 4), 6=414(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2); 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. J) ' This truss has been designed for a live load of 20.Opsf 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. I) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. i) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb) 6=202. ') In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). '.OAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-80, 2-4=-80, 6-7=-30(F=-10), 5-6=-20 p�pF 1GCSSlaN�l 001 G C 70068 January 23,2019 A WARNING - VerHy cresfyn parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERENCE PAGE MII-7473 rev. 10A312015 BEFORE USE. Design valid for use only with MITsk® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss syslem. Before use. the building d0s1grrer must verify the applicability of design parumoturc and properly incorporate this design into the overall buiiding design. Bradrig Indicated Is to prevent buckling of individual truss web end/orchard members only. Ad1iilonni lomporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabricallon, storage, delivery, erection and bracing of Ifussea and truss systems, tee ANS11TPI1 quality Criteria, DSB-89 and BCSI Building Component Safely lnformallan avallaNe from Truss Plate Instiluto, 218 N. Lee Sheet, Suite 312, Alexandra, VA 22314. MiTek 250 Klug Circle Corona, CA 92880 Job Truss Truss Type INB180072 SD104 JACK -OPEN Integra Truss, Hanning, CA -1-0-0 1-0-0 aty Ply ;ZerbsI Residence K5638804 1 1 Job Reference (optional) 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:56:00 2019 Page 1 ID:Zdm9m3WCCuLKgKGc4?H7z7yH?_x-iEtPp9YmgnP_xXW Dg2btAdfCuoSCnfl W_m9fMmzskrz 3-11-11 3-11-11 V N Scale = 1:19.4 6 1.5x4 11 1-6-7 3-11-11 �-e-7 2.&4 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Ildefl Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.02 5 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 011 Vert(CT) -0.03 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.03 3 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No 1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins, BOT CHORD 2X4 DF No.1&Btr G except end verticals. WEBS 2X4 DF No 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=299/0-5-8, 3=136/Mechanical, 4=38/Mechanical Max Horz 6=150(LC 5) Max Uplift 6=-89(LC 4), 3=-91(LC 5). 4=-31(LC 5) Max Grav 6=299(LC 1), 3=153(LC 9), 4=75(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-261/65 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 3-10-15; 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.Opsf 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 lb uplift at joint(s) 6, 3, 4. E551QN�` �p'pF C 70068 EXR 9-30-2020 CIVIL �y�P P CAl January 23,2019 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERENCE PAGE MII-7473 rev. 10,V=015 BEFORE USE. Design valid for use only with MITek® connectors Thls design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indlcated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing {� M I Ir Q R is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/7PI1 quality Criteria, DSB-89 and BCSI Building Component Saletv Information available from Truss Plate Institute 218 N Lee Street Suhe 312 Alexandria VA 22314. 250 Klug Circle Cnrnna CA A2RRn boob ITrim Trull Type tY IPIy Zerhat Resldenr� K5638805 JB180072 SD104A JACK-nPFN Integra Truss, Banning, CA 8.220 s Nov 162018 Mrrek Industries, Inc. Tue Jan 22 16:56:002019 Page 1 ID:Zdm9m3WCCuLKgKGo4?H7z7yH?_x-iEtPp9YmgnP_xXWDg2btAdfC3oS3nfdW m9fMmzskrz 1-0 0 3-11-11 1-0-0 3-11-11 3x4 = 3-11-11 0 70-0 3-1-11 -OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20,0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.01 5-6 >999 240 7CDL 20.0 Lumber DOL 1.25 BC 0.12 Vert(CT) 0.01 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(CT) -0.03 4 n/a n/a 3CDL 10.0 Code IBC2015/TPI2014 Matrix -MP '-UMBER- BRACING- rOP CHORD 2X4 OF No. 1&Btr G TOP CHORD BOT CHORD 2X4 OF No.1&Btr G NEBS 2X4 OF No.1 &Btr G BOT CHORD tEACTIONS. (lb/size) 4=81/Mechanical, 5=6/Mechanical, 6=393/0-5-8 Max Harz 6=150(LC 5) Max Uplift 4=-90(LC 5), 5=-17(LC 5), 6=-165(LC 4) Max Grav 4=103(LC 10), 5=41(LC 3), 6=393(LC 1) FORCES. (lb) - Max. Comp./Max, Ten. - All forces 250 (lb) or less except when shown. 'NEBS 3-6=-257/58, 2-6=-141/269 Scale = 1:19.4 PLATES GRIP MT20 2201195 Weight: 19 lb FT = 20% Structural wood sheathing directly applied or 3-11-11 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 3-10-15; 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. 1) . This truss has been designed for a live load of 20.Opsf 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. t) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 4, 5 except Ot=lb) 6=165. 7) 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) Standard I) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-80, 2-4=-80, 6-7=-30(F=-10), 5-6=-20 Q�d� �551pN�( ohl 2 F 3 C 70068 * 6 PP.9.0-020 January 23,2019 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED NIIEK REFERENCE PAGE N11.7473 11"12015 BEFORE rev. USE. Design valid for use only with NHTeRO cdnnecWrs. This design Is based only upon paremelsde shown, and Is for an Individual bufld rip compwwnl, not a 1rgSa system. Before use, the building deOgnsr must verily the aPplk:ablllty OF design parameters and property Incorporalo this design lnla gin ovwall building dea3gn. Brsc[N indtcataq Is to prevent buckling of Individual truss web andlorchord members only, Additional temporary and permanent bracing is for M iTe k eWrays "ulred stshMy 0nd Inpmvml edlapse mth Possibin porsona] Injury and property damngo- For Sonars! guidance regarding the febricallun, alurage. delivery, areedon and bracing of tdusues and truss systems, sae ANSf1►Pff 10001W CrIferla, DS640 andBCS) Building Component SafelyIrfornraUon walleblb from Trues Plate Instime, 21a N. Lee Strenl, Sutra 312, Aleaendrie, VA223fd. 250 Klug Circle Corona, CA 92880 Type 1Qty IiPly I`Zerbst Residence I K5638806 9180072 SD106 jJACK-OPEN 1 i Job Reference (optional) Integra Truss, Bantling, CA 8.220 s Nov 16 2018 MiTek InduMrles, Inc. -rue Jan 22 16:56:01 2019 Page' ID:Zdm9m3W CCuLKgKGc4?H7z7yH?_x-AQQoOVZOb5XrZh5QOI66jgBl_CmKW6ygDQvDuCzskry 1 0-0 5-11_11 1-0-0 5-11.11 1.5x4 1-&7 7-B&7 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 TCDL 20.0 Lumber DOL 125 BC 0.25 BCLL 0.0 Rep Stress Incr YES WB 0.02 BCDL 10.0 Code IBC2015frPI2014 Matrix -MP LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No 1&Btr G WEBS 2X4 DF No. 1&Btr G REACTIONS. (lb/size) 6=393/0-5-8, 3=221/Mechanical, 4=58/Mechanical Max Horz 6=167(LC 5) Max Uplift 6=-95(LC 4), 3=-132(LC 5), 4=-5(LC 5) Max Grav 6=393(LC 1), 3=242(LC 9). 4=115(LC 3) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-6=-336/54 r n A 5.11-11 4.5.4 Scale = 1:23.6 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.06 4-5 >999 240 MT20 2201195 Vert(CT) -0.15 4-5 >447 180 Horz(CT) 013 3 n/a n/a Weight: 23 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 5-10-15; cantilever left and fight 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.Opsf 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 lb uplift at joint(s) 6, 4 except (jt=lb) 3=132. 9,�Pf ESSION4, NG �•�y }� 0 C 70068 January 23,2019 AWARNING - Vertly design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE MII-7473 rev. 1111103,2015 BEFORE USE. Qasign vabd for use only wllh MiTeWb tnnnedors- This design Is Gaged only upon pat0molum ahovrn, and Is for an individual building oomponenl, noil a truss system. Before uae. the building deslgher mLal verify, the applicaully of design paramelers and pmpridy lroor0orele 0115 doslgn into the oVmail building design. Bracing indlcated is to pfo"irt buckling of individual truss web andlor chord members only- Addllional lemporary and permonant bmring ly nlways requlred for stability and b prevent collapse with posaibta pomonal Injury and property demags. For goneral guidance regarding the laGllcailan, st0rago. dclivnry erection and breung eF uuecea end truss ayalems, sea ANSV M1 QuaMy CrNeria, b58-89 and SCSI Building Component S.f.er rn1 rm-firm avnaa la 1mm Tntms Plain lnsthute. M N. Lee Sveai. Sulle 312. Maxandda, VA 22314. MITe?k 250 Klug Circle Corona, CA 92880 I.,ob 'Truss Truss Type IQty Ply Zerbst Residence K563B807 lB180072 :SD106A JACK -OPEN 1 1 Job Reference (optional) Integra Truss, Banning, CA 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jon 22 10:58:02 2019 Page 1 FD:Zdm9m3WCCuLKgK0c4YH7z7yH4 x-Sc AEMOM0fjBrgeyTdLF2kWSOIFZxpR4emRoukrx •1.O0 5-ii•71 14.0 5.11-11 Scale = 1:23.6 1.5x4 3x4 = 0-10-o o-io.o 8-1-11 _OADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 028 Vert(LL) 0.03 5-6 >999 240 MT20 220/195 .rCDL 20.0 Lumber DOL 1.25 BC 024 Vert(CT) -0.06 5-6 >927 180 BCLL 0.0 • Rep Stress Incr NO WB 0 04 Horz(CT) -0.08 4 n/a n/a 3CDL 100 Code IBC2015/TP12014 Matrix -MP I Weight: 25 lb FT = 20% . LUMBER- BRACING- rOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins, 130T CHORD 2X4 DF No.1 &Btr G except end verticals. NEBS 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. tEACTIONS. (Ib/size) 4=164/Mechanical, 5=47/Mechanical, 6=469/0-5-8 Max Horz 6=167(LC 5) Max Uplift 4=-124(LC 5), 5=-7(LC 5), 6=-159(LC 4) Max Grav 4=189(LC 10), 5=89(LC 3), 6=469(LC 1) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. WEBS 3-6=-403/96, 2-6=-169/308 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 5-10-15; 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. 1) " This truss has been designed for a live load of 20.Opsf 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. 1) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. ;) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb upllft atjoint(s) 5 except Ot=lb) 4=124,6=159. 7) 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Of Essio& Vert: 1-2=-80, 2-4=-80, 6-7=-30(F=-10), 5-6=-20 �e p %NG rqC46�� �r=y 0 01, xCp70068 Tt ELP.9-30- 20 January 23,2019 A WARNING - Vedly design parameters and READ NOTES ON THIS AND INCLUDED M17EICREFEREMCE PAGE U11.7473 10103,2015 BEFORE rev. USE.� Oaslgn valid for usb only with MITeM Connectors. This design is ba:od only upon paramo tors shown, and is for an tndlviduel building oompwn N, not a INsa syslem. "Fore we, the building designer muSl va&f fho applIcabitlty of design parameters and property IrMorrKwate this doslgn Into the dvorap building design. Bradng indicated Is to prwmnt buckiing of individual truss web andlorchord members only. Additional temporary and peimbnonl bwocing is Wh for M iTek ays required stability and to provent &Aupso with poselbto perebrlat Injury and property deln . For penorel9uidenCe regsrding thn ' fabrlrallon, storage, delivery. emdon and bracing of trusses and toss systems, see ANS Duaf ly Criteria, DSS40 and SCSI Sulldfng Component Safefy lxrorma7on avallablo from Trdss Plato Instlurte, 218 N. Lee Streel, aulla 312, AWxandd8, VA 22314. 250 Klug Circle Corona, CA 92080 Type K563880B 80072 ISD2002 JACK -OPEN 11 1 1 Banning, CA 8.220 s Nov 16 2018 MTak Industries, Inc. Tue Jan 22 16:56:02 2019 Page 1 ID:3 EekScHscHCIVSoEIBV4EyckNp-ec_AEraOMOflBrgcyTdLF2kZpc9yFZKpR4emRerskrx 1-00 1.11-71 A nn Fi Scale = 1:16 2 1.5x4 II 1-6-6 1-1 1 }7-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) -0.00 6 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 003 Vert(CT) -0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No 1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins, BOT CHORD 2X4 DF No. 1&Btr G except end verticals. WEBS 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=217/0-5-8, 3=41/Mechanical, 4=18/Mechanical Max Horz 6=120(LC 5) Max Uplift 6=-75(LC 4), 3=-28(LC 5). 4=-71(LC 5) Max Grav 6=217(LC 1), 3=56(LC 9), 4=64(LC 7) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10: VuIt=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2); 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.Opsf 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 lb uplift at joint(s) 6, 3, 4. R�p��ss�oN,�c C 70068 January 23,2019 A WARNING - Verily design panmetere and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1"12015 BEFORE USE. Design valid for use only wlth MrTe%,& eannWom. Thla design is based only upon pammoiars shown, and Is foe an Individual building component, not a truss system. Before use, the building daslgpur must verify the oppllrablllty of design peramoten and properly Incorporato IN& design into the overall bullding doslgn. Bracing Indiontod is to prove nl buckitng of rndhddual truss web and/or chord members only. Addldaml lomporary and pomlarfant bfacing is always roqulrod fir stability and to prevent mllapso with possible personal Injury and property, damage. For genarsT guidance regarding the fabrmatlon, storage, deltvory. orecdon and bmcing of trusses and buss systems. see ANSYTPI1 Quality CNterle, DSO-89 and SCSI Building Component Safety information avatlsbla foam Truss Pinto Inslllute, 218 N. Lee Street. Sulto 312, Alexandria, VA 22314. Mi3'ek 250 Mug Circle Corona, CA 92880 job JB180072 K5638809 Inlegra Truss, Banning, CA Reference &220 8 Nov 16 2018 MiTak Industries, Inc. Tea Jan 221E-,56:03 2019 Page 1 ID: EekSCHGWCNSOE16V4EyckNp-BpYYRBbe71n2o?EOVAUOFGj27TC ?azgkOJz5askrw ,_ •1-8-G r 1dr11 1-6-0 1$11 4.00 112 1.5x4 II LiI'S'G , 1d-11 0.6-0� 1 -OADING (psi) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TIC 0.17 Vert(LL) 000 6 >999 240 rCDL 20.0 Lumber DOL 1.25 BC 0.15 Vert(CT) 000 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.01 Horz(CT) -0.04 4 n/a n/a 3CDL 10.0 Code IBC2015frPI2014 Matrix -MP 1-UMBER- BRACING- rOP CHORD 2X4 DF No.1 &Btr G TOP CHORD 130T CHORD 2X4 DF No.1 &Btr G JVEBS 2X4 DF No.1&Btr G BOT CHORD 2EACTIONS. (lb/size) 4=-74/Mechanical, 5=-125/Mechanical, 6=471/0-5-8 Max Horz 6=101(LC 5) Max Uplift 4=-74(LC 1). 5=-125(LC 1), 6=-227(LC 4) Max Grav 4=15(LC 4), 5=52(LC 4). 6=471(LC 1) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown Scale = 1:16.2 PLATES GRIP MT20 220/195 Weight: 11 lb FT = 20% Structural wood sheathing directly applied or 1-5-11 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCOL=6.0psf: BCDl.=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; LLirnbel 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. J) " This truss has been designed for a live load of 20.Opsf 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. I) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 4 except Qt=lb) 5=125, 6=227. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). t-OAD CASE(S)' Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-80, 2-4=-80, 6-7=-30(F=-10), 5-6=-20 QRa>r�ssro,� C. OMt1�G c 7oo6s EXP. 9-30-2020 � CIVIt 0FCA0 January 23,2019 WARNING - Ved y design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10113,2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not, a buss system. aaiOra umo, the building dos!gner must verify the applicablldy of doslgn paramvlors and property Incorporate this design Into the ovorall btlildOg design. Smclq Indlcated is to provont bucktIng of individual truss web andlor chord mambas only. Addillonal lemporary and pormonent bracing MOW ohvays mqulrod for slabitity and to provant collapse wllh podsiNa personal injury and property damage. For general guidance regarding the rabrlcatfon, storage, delivery, erection and bracing of busses and Irusa syatema, seo ANWPH 4uellly CnIttia, DSB-89 and SCSI Building Component 250 Klug Circle Se/efy dn/ormedon u"tiabto from Truss Pirtle Irsillule, 218 N. Lee Slraat, Sutra 312, Alexandria, VA 22314. Corona, CA 92880 Job Truss Truss Type City Ply ResidenceK563B810 'WB180072 SD2004 JACK-OPEN1Job �.Zerbst Reference o tional Integra Truss, Banning, CA 8.220 s Nov 16 2018 MITek Induslries, Inc, Tue Jan 22 16:56:03 2019 Page 1 ID:3_EakSeHscHCfVSoE18V4EyckNp-BpYYRBbe71nZo?Ec)VABwFGjb?Th ?CnkOJzSzskrw -1-5-8 3_63 1.5-8. 3-6-3 Scale=1:19.5 6 1.5x4 1-3-14 3-6-3 Z-24 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.02 5 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.02 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 002 Horz(CT) -0.02 3 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MP Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-6-3 oc purlins, BOT CHORD 2X4 DF No.1 &Btr G except end verticals. WEBS 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=330/0-5-2, 3=99/Mechanical, 4=33/Mechanical Max Horz 6=155(LC 5) Max Uplift 6=-113(LC 4), 3=-72(LC 5), 4=-48(LC 5) Max Grav 6=330(LC 1), 3=120(LC 9), 4=69(LC 7) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2-6=-297f72 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) -1-6-1 to 1-5-15, Interior(1) 1-5-15 to 3-5-7; 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.Opsf 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 lb uplift at joint(s) 3, 4 except (jt=lb) 6=113. QR�>f�SSIQ/y�� C 70068 * Fi CP. �30-2020 * J January 23,2019 WARNING - Vertry design parameters and READ NOTES ON THIS AND INCLUDED Mrl REFERENCE PAGE Ml1.7473 rev. 10103*015 BEFORE USE. Daelgn valid tw use oaiy w31h MTTak& wnnuctars. This dosiyn Is bamid only upon paramelem shown, and N lot an indNWaer bullding Component, rw a Imes system. Before use, Ilia building designer must verify the appllcablllty of doa3gn paramotars and properly incorporate INN doslgn Into Shn overall I)O WIng daslgn, araclag Indicated I5 to prevent buokling of Individual Irues web and/or Chord members only. AtMonal temporary and parmansnt bracing M iTek 4 always required for stablllly and to prevent collapse with pose lhle personal Injury and property damage. For geneml guidance rsgmding the IBbrICaWn, atrnuge, dellvnry, onrcllon and bradng of trusses WO RUSS Systama. see ANSNAW Ouallly Crk4Na, OSB42 and SCSI BuI14ing Component 250 Klug Circle c.rt w mr .emn nvnllahrn Imm Tn An Plaln lnxlllidn. 218 N. Lee Strool, Suite 312. Xexandda, VA 22314. Corona, CA 92 140D I ruK5638811ss Truss Type oty Ply 2erbat Resklance I JB180072 SD2004A JACK -OPEN 1 1 Joh ReFenen�e �v� al Irrftre Truss, Banning, CA 6.220 s Nov 162018 MiTek Industries, Inc. 'rue Jan 22 16:56:04 2019 Page 1 1D;3 EekSOHaCHCIVSoMSV4EyckNp-a76wfXbHuOv008p Stfpt.TpowP;)ISj6vO7tVxzslw 3-5-11 1-6.0 3-5-11 Scale = 1:19.5 _OADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 .'CDL 20.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO 3CDL 10.0 Code IBC2015rrP12014 '_UMBER- rOP CHORD 2X4 DF No.1 &Btr G 90T CHORD 2X4 DF No.1 &Btr G NEBS 2X4 DF No. 1&Btr G 6 1.5x4 �5 0 3-5-11 9V 2-11.11 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TIC0.16 Vert(LL) 0.01 5-6 >999 240 MT20 220/195 BC 0.14 Vert(CT) 0.01 5-6 >999 180 WB 0.02 Horz(CT) -0.05 4 n/a n/a Matrix -MP Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. tEACTIONS. (lb/size) 4=69/Mechanical, 5=-1/Mechanical, 6=399/0-5-8 Max Horz 6=156(LC 5) Max Uplift 4=-90(LC 5), 5=-22(LC 5), 6=-165(LC 4) Max Grav 4=93(LC 10), 5=36(LC 3), 6=399(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) -1-6-9 to 1-5-7, Interior(1) 1-5-7 to 3-4-15: 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.Opsf 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. i) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb) 6=165. J) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). i-OAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-80, 2-4=-80, 6-7=-30(F=-10), 5-6=-20 `P0�1tMG 2yq p� m C 70068 *\ EXP.9-30-2020 '* f CIV11. �P OFCA RStiF January 23,2019 WARNING - Verily design pare meters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid (of ace only with MIT" donnoctors. Thla deslgn Is Based Only upon parameiam shown, and Is fof an Individual buftding campon9nl, not .a truss system. Solaro use, Iho building deatgner must verily the appllcabihly o1 design parameters and property incorporato this design into the awall bugling dealgn, emdN indbcaalnd Is to proven) bucking of individual truss web andfor Chord mmnbars only. Addllional lumporary and pormanoot bnrcfrp is atwap taqulred for lrsbilbty and to pmvfml oollap&e with peesble pamonor injury and propany damage. For general gualar" regarding the fabriealbn, steraga, delivery efetUun and breGng or trans end flues systems, see ANS07PIf Quality Crflwk, DSB-89 and SCSI Building Component 8afery jnlarmovan avails In Imm Trews Ptah? Instbtute. 218 H. Lee SU06L Sulta 312, Alexandria. VA 22314. MiTek' 250 Klug Circle Corona, CA 92080 job Truss Truss Type lQty Ply ;Zerbst Residence K5638812 W8180072 SD2006 JACK -OPEN 1 1 ob Reference o tional Integra Truss, Banning, CA 8.22u a Nov 18 2u1ti mI I eK IndusVle3, Inc• I ue jsn 226:56;G4 cv re rage i I D:3_Ee kScHscHC IVSoEI BV4EyckNp-a?6wfXbH uOvOQ8p_3tfpLTpr4PogSd6vO7tVXzskry -7�5$ 5-6-3 Scale = 1:23.6 1.5x4 II 14514 5-6-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 005 4-5 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.11 4-5 >574 180 BCLL 00 Rep Stress Incr YES WB 0.03 Horz(CT) 0.11 3 n/a n/a BCDL 10.0 Code IBC2015(TP12014 Matrix -MP Weight: 22 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 5-6-3 oc purlins, BOT CHORD 2X4 DF No.1 &Btr G except end verticals. WEBS 2X4 DF NoA&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Iblsize) 6=418/0-5-2, 3=192/Mechanical, 4=53/Mechanical Max Horz 6=173(LC 5) Max Uplift 6=-115(LC 4), 3=-123(LC 5), 4=-17(LC 5) Max Grav 6=418(LC 1). 3=215(LC 9). 4=106(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-365/47 WEBS 2-5=-143/258 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat 11; Exp C; Enclosed; C-C Exterior(2) -1-6-1 to 1-5-15, Interior(1) 1-5-15 to 5-5-7; 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.Opsf 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 lb uplift at joint(s) 4 except Ot=lb) 6=115, 3=123. �SSjpN�C ��aF a o iNG z �y y90 �2c� C 70068 , 9-30-2020 * January 23,2019 WARNING - V ft design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MII-7473 rev. 10)03y2015 BEFORE USE. Design valid for use only with MrroW connoctors. This deslgn Is based "upon parameters shown, and Ia for an Individual building component, net a truss system. Before use. Iho building deslgnor muM verify the appllcablllly of design parameters and properly Incorpolet9 this design into die overall building design. Bracing Indicalad Is to prevent buckling of individual trusa web andipr chord members only, Addllional tompdrary and permanent bracing M iTek' is "two" mqubad fur sldwUly And to prevent collapse with posslble pdrsonol InXq and properly damdge. For general guldenou rogsrding lhu l9k)60 ibn, storage, delivery, erection end bracing o} tIl1QSe$ end truss systems, sos ANSMI1 Qualify CrRsrla, OSB-0g and BOW Buliding Component 250 Klug Circle Safnn. tafarmarfer. avalWryle from Tnus Plate lrwtiluto. 218 N. Lee Street, Suits 312, Alexandria- VA 22314 Corona, CA 92880 6 „ob JB180072 Type Residence K5638813 Truss, Banning, Reference * lional) 82= s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:58:05 2019 Page 1 ID:3_EekScHscHCIVSoE18V4EyckNp-2BglstcvfJ 1 H21OBdbA2tgM2jp9LSvLG72t01 zzskru 1-8-0 3-2.0 4-1-8 5-5-11 1$0 3-2-8 T0-1 -01 �-4-3� Scale = 1:25.2 2x4 II 13 1.5x4 II 1.5x4 I 7 1.5x4 11 3x4 = 8� , l-1 3-2-8 418 5frf1 2-8-8 0-11-0 1d� -OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.22 Vert(LL) -0.01 11 >999 240 MT20 220/195 'CDL 20.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.04 11 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.06 Horz(CT) -0.06 6 n/a n/a 9CDL 10.0 Code IBC2015/TP12014 Matrix -MS Weight: 34 lb FT = 20% 1-UMBER- BRACING. Top CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc purlins, SOT CHORD 2X4 OF No.1 &Btr G except end verticals. NEBS 2X4 OF No.1 &Btr G BOT CHORD Rigid Ceiling directly applied or 10-0-0 oc bracing. 2EACTIONS. (lb/size) 6=66/Mechanical, 7=131/Mechanical, 13=475/0-5-8 Max Horz 13=174(LC 5) Max Uplift 6=-3(LC 7), 7=-200(LC 5), 13=-159(LC 4) Max Grav 6=66(LC 1), 7=204(LC 10), 13=475(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 'NEBS 3-13=-276/70, 5-8=-251/268 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) -1-6-9 to 1-5-7, Interior(1) 1-5-7 to 5-4-15; 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. 1) ” This truss has been designed for a live load of 20.Opsf 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. 1) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. i) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except Qt=lb) 7=200, 13=159. 7) 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) Standard i) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-80, 2-6=-80, 7-9=-20, 13-14=-40(F=-20), 12-13=-20, 10-11=-20 Q�pFESS101y�( rG- QIN 2 �y V y�0�z U � 70068 January 23,2019 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only WIN Mf "O oennodam This dosipn is based only upon paramert&M shown. and is for an indrvlduat aultding dompone nl, not MR a (rum 9yatem. Before use, the building deslgnnr n u it verify the applicablli y or design paramalam and property Incorpmle this daWgn Into Ina overall hulldln0 dssfgn, Bracing indkoled is W prmnl buckling of IndiNdugl truss web midfor chard members only, Addillonol lomporary and porman snt bracing Is for T®1.nce I aiwaye required stability and to prevent caliapaa wilh possible porsonnl Injury and properly daroage. For general guldaregarding Ina 1 1l faWkalion, atorago, deilvary, arecbon and tyac[N of Iru596s and buss systems, see ANSIMP11 4oallly Crlferls, DSS•8a and SCSI Building Component Safety lalormatIon available from Truss Rale lnaUlute, 215 N. Lee Street. Sulto M, Aleurkdde. VA 22314. 250 Klug Circle Corona, CA 92880 Residence K5638814 80072 LOADING (psf) TCLL 20.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 Banning, CA B 220 s Nov 162018 MiTek Industries, Inc. Tue Jan 22 16:56:05 2018 Page 1 I D:rWmLNgfRgOU38gML_5?QBTycQ?k-2BglstcvfJl H21OBdbA2tgM42pBUSvl G72tQ1 zzskru 1�.0 1.11-11 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code IBC2015/TP12014 LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1 &Btr G WEBS 2X4 DF No. 1&Btr G a no Scale = 1:16.6 1.5x4 11 CSI. 1 DEFL. in (loc) I/defl L/d PLATES GRIP TC 007 Vert(ILL) -0.00 6 >999 240 MT20 220/195 BC 004 Vert(CT) -0.00 5 >999 180 WB 002 Horz(CT) -0.00 3 n/a n/a Matrix -MP Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=217/0-5-8, 3=41/Mechanical, 4=18/Mechanical Max Horz 6=123(LC 5) Max Uplift 6=-74(LC 4), 3=-28(LC 5), 4=-77(LC 5) Max Grav 6=217(LC 1), 3=56(LC 9), 4=68(LC 7) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2); 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.Opsf 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 lb uplift at jolnt(s) 6, 3, 4. R&Esslo r�0� NG Z��2 y90 C 70068 EXR MO-2020 January 23,2019 I ,& WARNING - Verfly deargn parameters end READ NOTES ON THIS AND INCLUDED MITEK REr RENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valld for use only with MITMD connectors. This design Is based only upon parameters shown, and is for an individual bullding component, not a truss system. Befom use, the bullding designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Indlvldual buss wob andfor cfwrd members only. Addilioml Inmperary and permanonl bracing MiTek_ is always required for stabilBy and 10 prevent collapse whh passible personal injury and proAnrty damage. For ganaml guidance regarding the fabrication, storage, delivery, erection and bracing of Iry850a and Iruse systems, See ANSb7PH Quality Crfferfe, OSO-89 and BCSI Bandrrrp Component 250 Klug Circle a.ren. r..� ...,.u.... a allnhra fmm Tn Me Plole Inefllrile 1111 N Lrre Street. Suite 112. ArokaAria. VA 22314. Corona, CA 92880 ob Truss Truss Type Oty ply %rbst Residence K5638815 /8180072 15F104 JACK -OPEN 1 1 Job Referame (optional) rmegra Truss, elanning, L:A 8.220 s Nov 152018 MITek Industries, Inc. Tue Jan 22 16:56:06 2019 Page 1 ID'rWmLNgiRg01J38gML 5?QBTyo07k-XOEh3DdXPd9Bf5xNAIIHO31uENDUKBmcpmftaozmrt 3-11-11 1 G 3.11.11 Scale = 1:19,8 I1 1.5x4 11 , 1Xr9 3-11-11 _OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0,16 Vert(LL) 0.02 4-5 >999 240 MT20 220/195 �CDL 20.0 Lumber DOL 1,25 BC 0.13 Vert(CT) -0.03 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.03 3 n/a n/a 9CDL 10.0 Code IBC2015/TP12014 Matrix -MP Weight: 17 lb FT = 20% 1-UMBER- BRACING. rOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc pudins, BOT CHORD 2X4 DF No.1 &Btr G except end verticals. NEBS 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. iEACTIONS. (lb/size) 6=299/0-5-8, 3=136/Mechanical, 4=38/Mechanical Max Horz 6=154(LC 5) Max Uplift 6=-88(LC 4), 3=-91(LC 5), 4=-34(LC 5) Max Grav 6=299(LC 1), 3=153(LC 9), 4=75(LC 3) FORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-261/55 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 3-10-15; 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.Opsf 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 t) A plate rating reduction of 20% has been applied for the green lumber members 5) Refer to girder(s) for truss to truss connections. i) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. �90ESS1 44 w° �MING z Fy y90 C 70068 EX 9-30-2020 January 23,2019 WARNING . Verily deslgn paremefers and READ NOTES ON THIS AND INCLUDED NAI EK REFERENCE PAGE MII.7473 rev. 10M0312015 BEFORE USE. Ciealga valid for use only *1h MrTok6. wnneclom This design Is based only upon paramotorn ehowe, and rs for an indN,dual bulding Gemponont, nol 1 a Irusa syatom. Goforo use, are buIN" doalgnar must varlfy the applicability, of design parameters and property IncoTm to thle design Into Ins uvorsll building design. Bracing lndicatod is to prevent buckling of indlvklual Iruss web andlor chord memb0rs Only, McIl4onal hnnpofary and pannenanl bracing MI�Qk' is atwaya required for stability and to prevent catlepsa Willi possi6lo parmonat Injury and property damage. For ggsnaml guidance regarding the febricalion, siwago, delivery, er don and bracirq or trusses and Intss sytriame. see ANSb7PI1 Quality Crfferir, DSO -IN and BCSI Building Component 250 1 Circle Salstyrnldrmaflon avalWNa from Truss Plane inslUii, 219 N. Lee StreeL Suite 312, Alexandria, VA 22314. Corona, CA 92080 Job Truss Truss Type loty Ply �Zerbst Residence K5638B16 INB180072 SF106 JACK -OPEN 1 1 __ .Job Reference.(optional) Integra Truss, Barwm, CA 8-M s Nov 16 2018 MiTek Industries, Inc. Tus Jan 22 16:55:06 2019 Page 1 I D: rW m LNgfRgOU38g M L_5?QBTycQ?k-XOEh3DdXPd9BfSzNAI i H Q uu9j DTU B M9P M iczaQzskrt -1-0-0 5.11.11 1.5x4 II 1.5.7 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 TCDL 20.0 Lumber DOL 1.25 BC 0.25 BCLL 0.0 Rep Stress Incr YES WB 0.02 BCDL 10.0 Code IBC2015frP12014 Matrix -MP LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF No. 1&Btr G REACTIONS. (lb/size) 6=393/0-5-8, 3=221/Mechanical, 4=58/Mechanical Max Horz 6=170(LC 5) Max Uplift 6=-94(LC 4), 3=-132(LC 5), 4=-B(LC 5) Max Grav 6=393(LC 1), 3=242(LC 9), 4=115(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-336/41 Scale =1:25 3 5.11-7 7 44-10 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.06 4-5 >999 240 MT20 220/195 Vert(CT) -0.15 4-5 >447 180 Horz(CT) 0.14 3 n/a n/a Weight: 23 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat II; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 5-10-15; 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.Opsf 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 lb uplift at joint(s) 6, 4 except (jt=lb) 3=132. ESSraN,� NIS C 70068 January 23,2019 WARNING - Vef/y design parameters end READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE MII.7473 rev. 10103,2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicablllly, of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and trues systems, see ANS11TPII Quality Criteria, OSS-89 and BCSI Building Component 250 Klug Circle Safety Infomwdon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 Jdb JB180 Truss Truss Type aty JPIy Zerbst Residence K6638817 )72 ;BF202 JACK -OPEN 1 1 ob Reference (optional) .in Truss, tKZZU a NOY 16 2Di6 MITeK lWUStrtes, Inc. Tue Jan 22 15:5597 2019 Pape 1 ID.V WoF?a101fl4012XGW UurvryA3Kp-7ao3HZe9AxH7HeY2kODWy5ROYdsMXYbMMX6srskrs -1-0-0 T-11-11 1 0_' 1-11-11 4.00 9 v N Scale = 1:16.6 1.5x4 II 1v-1 1-11-11 13-1 0-fi-t0 -OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) -0.00 6 >999 240 MT20 220/195 'CDL 20.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) -0.00 3 n/a n/a 3CDL 10.0 Code IBC2015rrPI2014 Matrix -MP Weight: 12 lb FT = 20% 1-UMBER. BRACING- rOP CHORD 2X4 OF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins, 130T CHORD 2X4 DF No.1 &Btr G except end verticals. NEBS 2X4 OF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. tEACTIONS. (lb/slze) 6=217/0-5-8, 3=41/Mechanical, 4=18/Mechanical Max Horz 6=123(LC 5) Max Uplift 6=-74(LC 4), 3=-28(LC 5), 4=-77(LC 5) Max Grav 6=217(LC 1), 3=56(LC 9), 4=68(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2); 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. J) ' This truss has been designed for a live load of 20.Opsf 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. I) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. i) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. 1z "EESSrpN� %NG 2y ►��� }� ° �V1_ C 70068 January 23,2019 WARNING - Verity design perimeters and READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE Ml1.7173 rev. 10N3/2075 BEFORE USE. Uaslgn valid for use only with lvlrrek& oomeclome This design is Lased only upon parematam shown, and Is for on Individual tnAding componanl, nol a (ruse system. Before use, iho W?Jing doslgnor must verily Iha amlicahillly of doslgn pararnVom and properly Incerporale lhLs design lelaa Iha overall blillding dealgn, eradrq Indlcated Is m prevent buckling of indlvldual truss way ondlor chord members only. Additional lomporary and pormaneni hracing M iT@k is always required for stabdiiy and to proven! roiiepse with Poselbla personal INury and property damage. For genera! guidanrn ragardmg Iha fobdcallon, storoge. delivery, arectlon and bracing of busses and Iruss syalems, see ANSUMIll Quality Crlferk. DSB•39 and aCSI Bulhgng Component 250 Klug Circle sarary In available Imm Truss plate Inslgule, 21B N. Lee Street, 3uMa 312. Alexandria, VA 22314. Corona, CA 92880 Job Truss Truss Type Qty Ply 7Job Hesktenre K5638818 IWB180072 SF202A JACK -OPEN 1 1 eference o 'onel Integra Truss, Banning, CA 8.220 s Nov 16 2018 MITek Industries. Inc. Tue Jan 22 16:56:08 2019 Page 1 I D:tgWoF?a 1 O1 QQOi2XGWUurwyA3Kp-TmMRUvfnxEPsvm7mljklVJ_bROAPfGgig054elzskrr ;t-0-0 1-11-11 1-0-0 1-11-11 A-nn Fi—q- Scale = 1:16.6 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 20.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code IBC2015/TPI2014 LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No 1 &Btr G WEBS 2X4 DF No 1&Btr G 3x4 = 1-5-8 1•i1-fi ` 1-5-8 0-6.3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TIC 012 Vert(LL) 0.00 6 >999 240 MT20 220/195 BC 0.16 Vert(CT) 0.00 5-6 >999 180 WB 0.02 Horz(CT) -0.04 4 n/a n/a Matrix -MP Weight: 14 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=-79/Mechanical, 5=-134/Mechanical, 6=500/0-5-8 Max Horz 6=123(LC 5) Max Uplift 4=-79(LC 1), 5=-134(LC 1), 6=-251(LC4) Max Grav 4=16(LC 4), 5=59(LC 4), 6=500(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat II; Exp C; Enclosed; C-C Exterior(2); 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.Opsf 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 lb uplift at joints) 4 except (jt=lb) 5=134, 6=251. 7) 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-80, 24=-80, 6-7=-30(F=-10), 5-6=-20 wo OMEN G fiy C 70068� *\ r -) /1 I* January 23,2019 A WARNING- Ver11y design paramefers and READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE MII-7473 rev. 10 03/2015 BEFORE USE. Deslgn vaild for use only with MiTek®wnnectom. This design Is based only upon paramalars shmvn, and Is for An Individual bulldlrg wmponanS, not ' a truss aymom. More use, the building designer must verify the applicability of ddslgn pa amoleraead properly h wrporalu this doalgn into She ovarell building design. Bracing indicated Is to prevent buckling of individual truss web andfor chord members only. Addillanel lemporary and permbnont bracing M iTek is always required for stability and to prevent collapse with possible personal injury and property damage- For general guidenoe regarding the fobrlcatlon, storage, dollvery, erecllun and bracing of Irussw and trusa systems. see ANSIf�PI} Quality Crilt4a, OSO-89 and SCSI Building Component 250 Klug Circle SaferyInformagoo available (turn Truss Plate Institute, 215 N. Lae Street, Suite 312, Alexandria, VA 22314. Corona, CA 92800 ,job Residence K5638819 I ✓8180072 — Integra Truss, Banning, -OADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 'CDL 20.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES 3CDL 10.0 Code IBC2015/TPI2014 '.UMBER- rOP CHORD 2X4 DF No.1 &Btr G ROT CHORD 2X4 DF No.1 &Btr G JVEBS 2X4 DF No. 1&Btr G I 1 iJob Reference0tivnal 8220a NOV 162018 MiTek Industries, Inc. Tue Jan 22 16:56:08 2019 Page 1 I D:rWmLNgfRgOU38gML_5?QBTycQ?k-TmMRUvfnxEPsvm7mljklVJ_alOAofGiig054elzskrr 3-11-11 �f�00 3-11.11 Scale = 1:118 1.5x4 11 I 1-5-1 s11-t1 1 5-7 2$10 CST. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.16 Vert(LL) 0.02 4-5 >999 240 MT20 220/195 BC 0.13 Vert(CT) -0.03 4-5 >999 180 WB 0.02 Horz(CT) 003 3 n/a n/a Matrix -MP Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc pudins, tEACTIONS. (lb/size) 6=299/0-5-8, 3=136/Mechanical, 4=38/Mechanical Max Horz 6=154(LC 5) Max Uplift 6=-88(LC 4), 3=-91(LC 5), 4=-34(LC 5) Max Grav 6=299(LC 1), 3=153(LC 9), 4=75(LC 3) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-261/55 except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 40TES- 1) Wind: ASCE 7-10; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 3-10-15; 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. 1) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 1) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. i) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. _P �0 trr sn C 70068 January 23,2019 WARNING - V-Hfy design parematare and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE 11111-7473 rev. 1OM3,2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameter; shown, and Is for an individual building component, not a truss system. Sefore use, the bulldrng dosipnur must verily the ap0lioaNlity of design pan nratars and properly Incorpbrale tills doalgn info the ouprall bullding design. Bra" Iadlei0ed is tv pre"m buckling of Individual truss web andlor chord mombers only. Additional temporary and parmanent bracing is always roquirud for sfabillty and M prevent collapsowith poselbin parser it IrgLwy and property damage. For general Ouidanco regDO" the fabrication, slorega, ft"Fy erecton and braring of Trusses and truss systems, see ANSYTP71 Quality Criteria, DSB-89 and SCSI Building Component Saloty Information Mi�ek 250 Klug Circle avallehle from Truss Plate trrsthde, 218 N. Lee 8treal. Sulk 312, Alexandria, VA 22314. Corona, CA 92880 Job Truss 'WB180072 SF204A Integra Truss, Banning, CA Truss Type !,Qty Ply Residence �Zerbst K5638B20 JACK -OPEN 1 1 Job Reference o tional 8.220 s Nov 16 2018 MITsk Industries, Inc. Tue Jan 2216:56.09 2010 Page 1 ID:tg WoF?al O1 QQ012XGWUurwyA3Kp-xzvpiEfPiYXj WwiysRF_2W W IW QWyOjsr2greAlzskrq 1.4ra 3-11-11 { 1 0 0 3.11-11 Scale = 1:19.8 1 0 0 3 -1 3-11-11 1.0.0 0 •1 2-8-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0-00 5-6 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0.14 Vert(CT) 001 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(CT) -0 05 4 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MP Weight: 20 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins, BOT CHORD 2X4 DF No 1 &Btr G except and verticals. WEBS 2X4 DF No 1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=68/Mechanical, 5=-5/Mechanical, 6=419/0-5-8 Max Horz 6=154(LC 5) Max Uplift 4=-88(LC 5), 5=-18(LC 5), 6=-183(LC 4) Max Grav 4=92(LC 10), 5=32(LC 3), 6=419(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-262/68 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat II; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 3-10-15; 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.Opsf 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 lb uplift at joint(s) 4, 5 except Qt=lb) 6=183. 7) 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Loads Uniform Vert: 1(RD2=-80, 2-4=-80, 6-7=-30(F=-10), 5-6=-20 �aQ�tvGl � C 70068 EXP.9-30-2020 r * it CIVIL. `y�R F CA�IF�Fi January 23,2019 WARNING - Verily, design parameters and READ NOTES ON THIS AND INCLUDED NrrEK REFERENCE PAGE Nit-7473 rev. 10103/2015 BEFORE USE. Design valid forum only with MiTek(!D o ctans. This design Is based only upon peremolors shown, end io for an Individual building component, not 1 a truss system. Before use, the building designer must vardy the applicability of design paramolurs and properly Incorporate this design -into the overall �t building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mi 1 T e k_ is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1 fabrication, storage, delivery, erection and bracing of trusses and trues systems, see ANS11TPI1 Quality Criteria, DSB-89 and SCSI Building Component 250 Klug Circle Safetv Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92080 , ,.job JB180072 Integra Tr 8.220 s Nov 10 2018 MITek Industries, lot, TUe Jon I D: rW mLNgfRgOU38g M L_570BTyc0?k-xzvpi EfPIYXj WwiysRF_2v -1 Wq 5-11-11 5-11-11 1.5x4 11 ox4 — 751 -OADING (psf) SPACING- 2-0-0 CSI. TCLL 200 Plate Grip DOL 1.25 TC 0.46 'CDL 20.0 Lumber DOL 1.25 BC 0.25 BCLL 0.0 Rep Stress Incr YES WB 0.02 3CDL 10.0 Code IBC2015/TP12014 Matrix -MP '-UMBER- rOP CHORD 2X4 DF No.1&Btr G 130T CHORD 2X4 DF No.1&Btr G NEBS 2X4 DF No. 1&Btr G tEACTIONS. (lb/size) 6=393/0-5-8, 3=221/Mechanical, 4=58/Mechanical Max Horz 6=170(LC 5) Max Uplift 6=-94(LC 4), 3=-132(LC 5), 4=-B(LC 5) Max Grav 6=393(LC 1), 3=242(LC 9), 4=115(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-336/41 5-11-17 1 4-6-10 DEFL. in (loc) I/deft Ud Vert(LL) 0.06 4-5 >999 240 Vert(CT) -0.15 4-5 >447 180 Horz(CT) 0.14 3 n/a n/a K5638821 Scale=1:25.3 PLATES GRIP MT20 220/195 Weight: 23 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - I) Wind: ASCE 7-10; VuIt=11 Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 5-10-15; 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. 1) ' This truss has been designed for a live load of 20.Opsf 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. 1) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. i) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4 except Qt=lb) 3=132. �nFESS1O �aIR atAING ��?r Zi C 70068 *\ 7%� J 1 /* January 23,2019 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE MII.7473 rev. 10109/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters and property incorporate this design into the overall bulWing design. Bracing Indicated is to proven! buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing Is Always requlmd for atabllity and IQ prevent collapse with possible personal iq;iry and property damage. For ggnpnaral guldance regarding the fabrlcaVon, slorage, daiNsFy, erectlon and braWeg of Irusses and uuas systems, ape ANS&TAII 4uallly Crlterfa, OSE-89 a" SCSI Building Component Safety InPormallan evaflable from Truss Plat@ Inzftto, 218 N. Lee Street. Sulte 312. Noxandds, VA 22314. Nil WOW 250 Klug Circle Corona. CA 92880 Job Truss ITruss Type City IPly Zerbst Residence K5638822 WB180072 SF206A JACK -OPEN 1 1 Job Reference optional triNgra Truss, Banning, CA 8.220 s Nov 16 2018 MiTek Industries, Inc. Tus Jan 2216:56:10 2019 Page 1 ID:rWmLNgfRgOU38gML_5?QBTycQ?k-P9TBvag 1 Tsfa83HBP8mDak3v5gsi73n?HKaBJBzskrp 373 I 3-7-3 ftie Offsets MY)— .i4:E�g2,0 3.01 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 20.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code IBC2015/TPI2014 4.00 12 3x6 11 1-5-8 2-5 8 , 3-7-3 CSI. DEFL. in floc) I/deft L/d TC 0.24 Vert(LL) -0.01 4-5 >999 240 BC 017 Vert(CT) -0.02 4-5 >999 180 WB 0.49 Horz(CT) -0.03 2 n/a n/a Matrix -MP LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD BOT CHORD 2X4 DF No. 1&Btr G WEBS 2X4 DF No. 1&Btr G BOT CHORD REACTIONS. (lb/size) 5=169/0-5-8, 2=136/Mechanical, 4=36/Mechanical Max Horz 5=189(LC 13) Max Uplift 5=-1724(LC 11), 2=-85(LC 13), 4=-1248(LC 14) Max Grav 5=1843(LC 16), 2=147(LC 9), 4=1271(LC 17) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 1-5=-1809/1744, 1-2=-151311470 BOT CHORD 4-5=-1456/1412 WEBS 1-4=-2039/2095 Scale = 1:23.0 PLATES GRIP MT20 2201195 Weight: 19 lb FT = 20% Structural wood sheathing directly applied or 3-7-3 oc purlins, except end verticals. Rigid ceiling directly applied or 5-7-1 oc bracing NOTES- 1) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-6-7; 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.Opsf 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 lb uplift at joint(s) 2 except (jt=lb) 5=1724,4=1248 7) This truss has been designed for a total drag load of 1650 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 3-7-3 for 458.5 plf. �sc ESSIQN4( 1, Q1H G zh, 4yc C(pp70 68 E�7 January 23,2019 A WARNING - VerNy design parameters and READ NOTES ON THIS AND INCLUDED NREK REFERENCE PAGE M11-7473 rev. 10,11=115 BEFORE USE. Design valid for use only vdlh MiT6M connectors. This design Is hased only upon pammatem; shown, and Is for an individual building cemponant, not a truss system. Before use, the building designer must veftly Ire app4Cablllgr of design parameters and pmporly incorpomta Na design into the ovorail building design. Afedng Indrroted Is to prevenl buckling of Individual Iruss web aiiwor chord membars only. Additional lampmmy and permsnnnl hmcinp MiTe1, is always required for slablilty and to pravanl colispao with posalblo pai oral injury and plops Hy damage. For general guidanreg ce arding lho fsbrlcellon, stumgo, dalNery, arecdon and bracing of uumas and puss systdme, see ANSYTPH Qualify Crlferla, OSS•89 and SCSI Sulkflog Componanf 260 Klug Circle Safaty lnlwmadon avallable from Trues Piule Inatilule, 219 N. Lao Streat, Suite 312, Alexandria. VA 22,314. Corona, CA 92880 ,job Truss Truss Type City Ply ;Zerbst Residence K563B823 JB180072 ;SH102 JACK -OPEN 1 1 Job Reference (optional) Integra Truss, Banning, CA 8.220 s Nov 16 2018 MiTek industries, Inc. Tue Jan 22 16:56:10 2019 Page 1 I D: rW mLNgfRg0U3BgML_5?QBTycQ?k-P9TBvag 1 TsfaB3HBP8mDak3xoquf7AG?HKaBjBzskrp 1-0-0 1-11-11 1-0-0 1-11-11 4.o0 F1_2 - Scale = 1:16.6 _OADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 'CDL 20.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES 3CDL 10.0 Code IBC2015ITP12014 '.UMBER- rOP CHORD 2X4 DF No.1 &Btr G BOT CHORD 2X4 DF No.1 &Btr G NEES 2X4 OF No.1 &Btr G 1.6-1 1-11-11 7-5-1 0-6-10 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.07 Vert(LL) -0.00 6 >999 240 MT20 220/195 BC 0.04 Vert(CT) -0.00 5 >999 180 WB 0.02 Horz(CT) -0.00 3 n/a n/a Matrix -MP Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. tEACTIONS. (lb/size) 6=21710-5-8, 3=41/Mechanical, 4=18/Mechanical Max Horz 6=123(LC 5) Max Uplift 6=-74(LC 4), 3=-28(LC 5), 4=-77(LC 5) Max Grav 6=217(LC 1), 3=56(LC 9), 4=68(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2); 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. J) " This truss has been designed for a live load of 20.Opsf 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. I.) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. i) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. QR-VESSIo' NG C 70068 O :• M.9-30-2020 January 23,2019 ,& WARNING - Verl& design parametere end READ NOTES ON THIS AND INCLUDED UIIEK REFERENCE PAGE 111II-7473 rev. 10A1312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not 10, a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITOW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 250 Mug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 Job Truss Truss Type INB180072 SH102A JACK -OPEN Integra Truss, Banning, CA LOADING (psf) TCLL 20.0 TCDL 20.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code IBC2015/TPI2014 LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF No. 1&Btr G 1-0-0 0 4.00 1_2 Qty Ply ;Zerbst Residence K5638824 1 1 Job Reference (optional 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:56:11 2019 Page 1 ID:rW mLNgfRgOU38gML_5?QBTycQ?k-tLt a7whgE9nQmDsLzrHS7xc4W ECusdNBW_KkFdzskro 1-11-11 1-11-11 Scale = 1:16 6 3x4 = iB-B 1-r1-t1 1$$ 0-5-3 CSI. DEFL. in (loc) I/deft L/d ` PLATES GRIP TC 0.13 Vert(LL) 0.00 6 >999 240 ! MT20 220/195 BC 0.17 Vert(CT) 0.00 5-6 >999 180 WB 0.02 Horz(CT) -0.04 4 n/a n/a Matrix -MP Weight: 14 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=-104/Mechanical, 5=-166/Mechanical, 6=558/0-5-8 Max Horz 6=123(LC 5) Max Uplift 4=-104(LC 1), 5=-166(LC 1), 6=-284(LC 4) Max Grav 4=29(LC 4), 5=75(LC 4), 6=558(LC 1) FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat 11; Exp C; Enclosed; C-C Exterior(2); 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.Opsf 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 lb uplift at joint(s) except Qt=lb) 4=104, 5=166, 6=284. 7) 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-80, 2-4=-80, 6-7=-30(F=-10), 5-6=-20 <ca pM%NG � Fy =y� yea C 70068 9-30-2020 January 23,2019 AWARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERENCE PAGE MII-7473 rev. 10)03y2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss a"tam. Before use, the building doslgner must verify the appllcablllty of design parameters and property incorporate this design Into the overall buitding design- Bracing Indicated Is to pmvanl buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek is aiwaya required for slabllity and to prevent collapse with possible personal injury and propony damage. For general guidance regard" the Nbricatlon, aioregs. delivery, aracdon and brarJng of trusses and truss systems, see ANSII7PI1 4ueffry Cr#elle, ❑SB-S0 env! SCSI Building Component 250 Klug Circle SeToly lnlemledan available from Truss Plate Institute, 216 N. Laa streat, Sulle 312, Atexandda, VA 22314. Corona, CA 92880 ✓B180072 Residence K6638825 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:56:12 2019 Page 1 I D:rW mLNgfRgOU38gML_5?QBTycQ?k-LXbyKGi I?TvHNNRXXZohf98FseXkb4hHkd31n3zskrn 1-0-0 3-11-11 1-0-0 3-11-11 Scale=1:19.8 I1 6 4 1.5x4 II '1-5-1 3-11.i1 1.5-1 2-6-10 -OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.02 4-5 >999 240 MT20 220/195 rCDL 20.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0 03 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.03 3 n/a n/a 3CDL 10.0 Code IBC2015ITP12014 Matdx-MP Weight: 17 lb FT = 20% �-UMBER- BRACING- rOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins, BOT CHORD 2X4 DF No 1 &Btr G except end verticals. ✓VEBS 2X4 DF No 1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. ZEACTIONS. (lb/size) 6=299/0-5-8, 3=136/Mechanical, 4=38/Mechanical Max Horz 6=154(LC 5) Max Uplift 6=-88(LC 4), 3=-91(LC 5), 4=-34(LC 5) Max Grav 6=299(LC 1). 3=153(LC 9), 4=75(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-261/55 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, 1nterior(1) 1-11-7 to 3-10-15; 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.Opsf 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 t) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections i) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. ��q��SSlaNAf C 70068` *\ ' 1 1101) I* January 23,2019 WARNING - Ver11y design parameters end READ NOTES ON THIS AND INCLUDED N/TEK REFERENCE PAGE NII-7473 rev. IOA312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the bullding designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and truss systems, see ANS11TPI1 Quality Crlteda, DSO-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suhe 312, Alexandria, VA 22314. Corona, CA 92880 313 l russ Truss Type City�PTy Zerbst Residence /B180072 SH104A JACK -OPEN 1 1 K5638B26 .Job Reference (optional) Integra Truss, Banning, CA 8,220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:56:12 2019 Page 1 ID:rW mLNgfRgOU38gML_5?QBTycQ?k-LXbyKGi I?TvHNNRXXZohf98FbeXQb4bHkd31n3zskrn •1.0-4 _ 3•ii•ii _ 1-0 0 I 3-11-11 Scale = 1:19 8 6 3x4 = 5 1-1-0 113-12 3-11-11 1-1-0 0 2-1r 2-7-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.00 5-6 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 015 Vert(CT) 0.01 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(CT) -0.06 4 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP Weight: 20 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc pudins, BOT CHORD 2X4 DF No.1 &Btr G except end verticals. WEBS 2X4 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=61/Mechanical, 5=-10/Mechanical, 6=432/0-5-8 Max Horz 6=154(LC 5) Max Uplift 4=-86(LC 5), 5=-17(LC 5). 6=-194(LC 4) Max Grav 4=85(LC 10), 5=28(LC 3), 6=432(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-265175 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 3-10-15; 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 lb uplift at joint(s) 4, 5 except 011=1b) 6=194. 7) 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-80, 2-4=-80, 6-7=-30(F=-10), 5-6=-20 gRDF N�( y4o '<N G 2�9 $,�'� w � tim C 70068 January 23,2019 AWARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERENCE PAGE MII.7473 rev. 10A73/2015 BEFORE USE. Design valid for use only with NIITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web andlor chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS1?7PH Quality Crlfnrin. DSB-89 and BCSI Building Component 250 Mug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314 Corona, CA 92a80 luob 'Truss Truss Type Qty 1Ply Zerbst Residence K5638827 VB180072 1SH106 JACK -OPEN 1 1 1 Job Reference (optional) Integra Truss, Banning, CA 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:56:13 2019 Page 1 ID:rWmLNgfRgOU38gML_5?QBTycQ?k-pk9KXciwmn 18?X?j5GKwCMhLyl s7KXuRzHprJ Wzskrm 5-11-11 5-11-11 Scale = 1:25.3 1.5x4 11 1-5.1 � 5-11-11 1-5-1 4-fi-Sp • _OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.06 4-5 >999 240 MT20 220/195 rCDL 20.0 Lumber DOL 1.25 BC 025 Vert(CT) -0.15 4-5 >447 180 BCLL 0.0 • Rep Stress Incr YES WB 002 Horz(CT) 0.14 3 n/a n/a 3CDL 10.0 Code IBC2015frP12014 Matrix -MP Weight: 23 lb FT = 20% i_UMBER- BRACING- rOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins, BOT CHORD 2X4 DF No 1&Btr G except end verticals. NEBS 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. tEACTIONS. (lb/size) 6=393/0-5-8, 3=221/Mechanical, 4=58/Mechanical Max Horz 6=170(LC 5) Max Uplift 6=-94(LC 4). 3=-132(LC 5), 4=-B(LC 5) Max Grav 6=393(LC 1), 3=242(LC 9), 4=115(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-336/41 NOTES- 1) Wind: ASCE 7-10; Vult=11 Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 5-10-15; 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. 1) " This truss has been designed for a live load of 20 Opsf 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. 1) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4 except Qt=lb) 3=132. RpFESSIaN 0 C 70068 EXP. 9-30-2020 CIV11�\X- FCA�1Fn January 23,2019 ,A WARNING - Vedy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Nil-7473 rev. 1W312015 BEFORE USE. resee Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Beloro use, the building dostgner must verify the applicablllty of design parameters and property Incorporate this design into the overall building daslgm. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M ire I( 1 Is aWaye required for stability and to prgwnl Wimple wilh possible personal Injury and ploparty damage. For general guidance regarding the fatlrlcatlon, storage. delivery, erectlorl and bradng of trusses and trays systems. sae ANS&?Fl1 Quality Cdnrfa, DSB-89 and SCSI Building Component 250 Klug Circle Sef0ty lnfermaflon uvallabin Rom Truss Plate InslituM. 218 N. Lee Slreel. Salle 312, Alexandria, VA 22314. Corona, CA 92880 Job Truss Truss Type iDty Ply Zerbsl Residence K5638828 INB180072 SH106A JACK -OPEN 1 1 Job Reference (optional) Integra Truss, Banning, CA 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jen 22 16:58:13 2019 Page 1 ID:rWmLNgfRgOU3BgML_5?QBTycQ?k-pk9KXciwmn 18?X?j5GKwCMhP01 tQKXmRzHprJWzskrm t-0-0 4-10-11 1-0-0 4-I D-11 axa II S 3x4 = 5 1-1-0 1 1 4-10-11 1-1-0 1 34-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft TCLL 20.0 Plate Grip DOL 1.25 TIC 0.20 Vert(LL) -0.01 5-6 >999 TCDL 20.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.01 5-6 >999 BCLL 0.0 Rep Stress Incr NO WB 0,03 Horz(CT) -0.05 4 n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MP LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD BOT CHORD 2X4 DF No.1 &Btr G WEBS 2X4 DF No.1 &Btr G BOT CHORD REACTIONS. (lb/size) 4=104/Mechanical, 5=14/Mechanical, 6=457/0-5-8 Max Horz 6=164(LC 5) Max Uplift 4=-105(LC 5), 5=-16(LC 5), 6=-187(LC 4) Max Grav 4=128(LC 10), 5=53(LC 3), 6=457(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-315/85.2-6=-134/250 Scale = 1:21.3 Ud PLATES GRIP 240 MT20 220/195 180 n/a Weight: 22 lb FT = 20% Structural wood sheathing directly applied or 4-10-11 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Extehor(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 4-9-15; 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.Opsf 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 lb uplift at joint(s) 5 except Qt=lb) 4=105, 6=187. 7) 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1 25 Uniform Loads (plf) Vert: 1-2=-80, 2-4=-80, 6-7=-30(F=-10), 5-6=-20 �9 oMWc �y C 70068 January 23,2019 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED UITEK REFERENCE PAGE 11111-7473 rev. 10M3/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the appllcablllty of design parameters and properly incorporate this design Into the overall building design. Bracing Indlcaled Is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, sea ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Wdl MiTek 250 Klug Circle Comna, CA 92880 00 Truss Truss Type IQty Ply rbat Residence JB180072 13J402 JACK -OPEN 1 1 K5638829 Job Reference DEtipnal} n-Jjam. ,.. r�oninny, ►vrn Plate Offsets X ;Ed a 0-1-8 LOADING (psf) SPACING- 2-0-0 7CLL 20.0 Plate Grip DOL 1.25 TCDL 20.0 Lumber DOL 1.25 3CLL 0.0 Rep Stress Incr YES BCDL 10.0 Code IBC2015fTP12014 LUMBER - TOP CHORD 2X4 DF No 1&Btr G 30T CHORD 2X4 DF No.1 &Btr G WEBS 2X4 DF No. 1&Btr G 5220 s Nov 15 2018 M(Tak Industries, Inc. Tue Jan 22 16:66:14 2019 Page 1 (D:3 EekScHBaHCIVSoEIBV4EyekNp-IwjilyYX497dhave rBiaEonRFk3j4aC>tYPayzaltd I _1 I 1'1 1-0-0 0-6-B 1�r3 CSI. TIC 007 BC 003 WB 0.01 Matrix -MS REACTIONS. (lb/size) 9=217/0-5-8, 4=44/Mechanical, 5=15/Mechanical Max Horz 9=133(LC 5) Max Uplift 9=-72(LC 4), 4=-23(LC 4), 5=-106(LC 5) Max Grav 9=217(LC 1), 4=51(LC 9), 5=85(LC 7) 4.00 12 1.5x4 II 7 1.5x4 = 1.5x4 II 3x4 06-B , 1-11-11 0�8.8 1�r3 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) -0.00 8 >999 240 MT20 220/195 Vert(CT) -0.00 7 >999 180 Horz(CT) -0.00 4 n/a n/a I BRACING - TOP CHORD —ORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD Scale = 1:21.3 Weight: 17 lb FT = 20% Structural wood sheathing directly applied or 1-11-11 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 8-9. NOTES - I) Wind: ASCE 7-10; VuIt=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1 60 1) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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. i) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 4 except (jt=lb) 5=106. 990ESS10iy�C �0 Z U � � Ci 70068 January 23,2019 ,& WARNING - Verf& design paremelem and READ NOTES ON THIS AND INCLUDED NI TEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design vaad for use enty with MiTck7L connerrorr. Thia do sign Is based only upon paremeiers, shown, and Is for an Mlvlduaf eulldfng component, not a lNaS syslom. 30fore use, tho bHcPng designer must verlry tho apallcaNlity of design parameters and properly Imorporets thle design In1u the overall bullding dostgn, eraring Indicated Is to ptavent buckling of Individual Iruss web andlor chord mernbam only. Additional laropprety and parmanant bracing MiTefc la always required for afabalty and to provant cailapee wiO possible personal ,nlvry and property damage. For general gWdance regarding file Talxkallan, storage, deliveryry arectlon and bracing or musses and buss systems, see AN511tP11.qua1Ity CAMrla. DSB-59 end BCSf BulMing Component 250 Klug Circle Sarety InrermatlOn avallebla From Truss Plate Insflluts, 219 N. Lee Sheol, Suke 312. Alwandda, VA 2231,1. Corona, CA 92880 Job Truss Truss Type 0ty Ply 2erbst Residence K5638830 W13180072 SJ402A JACK -OPEN 1 1 Job Reference 'anal Integra IFUSS, usnning,%,^ ID :3_EZc 8V4EyckN p-lwj i IyjYX49?dhave_r9laEcn RFI3_LaCxYPsyzskd -4-p-0 0.8-201.10.4 1.11-i1 1�-0-0 �0-02 3.1 1-1.11 4.00 12 1.5x4 = 7 1.5x4 II 3x4 = Scale = 1:21 3 0.6.2 1-10-3 1-11 11 0-6-2 Ptate Offsets ()(,Y)-- W—sdge.0-1-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) -0.00 7 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MS Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc puffins, BOT CHORD 2X4 DF No.1&Btr G except end verticals. WEBS 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 8-9- REACTIONS. (lb/size) 9=217/0-5-2, 4=45/Mechanical, 5=15/Mechanical Max Horz 9=119(LC 5) Max Uplift 9=-75(LC 4), 4=-26(LC 5), 5=-72(LC 5) Max Grav 9=217(LC 1), 4=50(LC 9), 5=63(LC 7) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat II; Exp C; Enclosed; C-C Exterior(2); 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.Opsf on the bottom chord in all areas where a rectangle 3-0-0 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 lb uplift at joint(s) 9, 4, 5. Q�p�ESS1t7N�� ti� o \NG z U C 70068 `9-30-2020 ' January 23,2019 WARNING - VerHy design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERENCE PAGE MII-7473 rev. 10103,2015 BEFORE USE. Design valld for usa only *0 MiTekit connectors. This doslgn is based only upon psrwnellera shown, end Is for an tndivWuni buliding component, not a truss system Before use, the building daslgnar must verily the appllcabillty of design paremalers and omparly Ineorpprets this design into U* overall bultding design. gracing indicated Is to prevont buckling of indl%rduDl truss web andlor chord mombars only. Addi0onal lempor ry and permanent bradng MiTe k_ is anr:ays rocluired far stability and 10 prevent cogapse with poseibie pemonol injury and property damage. For gnrwral guidance regarding the fabrication, storage. dolivary, eeecllon and bracing or Ruseas and Iruss ayetams. ere ANSYMf Owiffy Cdferla, VS9459 and BCSI BuOding Component 250 Klug Circle Sarary fnfnrmarinn avngable from Truss Plata Inatliule. 210 N. Lee Street, Sulto 312, Alexondrie. VA 22314. Corona, CA 92 Ijob Tn" Truss Type City Ply Ierbst Reatdence JB180072 SJ404 JACK -OPEN 1 1 K5638831 Job Reference (optional) Integra Truss, Banning, CA 8.220 s Nov 16 2DIa MiTek Industries, Inc. Tue Jan 22 16:56:15 21119 Page i 1D:8 EekSMecHCIVSoEt6V4C-yckNp•m6H4yikAlOIsEr98ChMOH mmnrZJoRMkRbfy nkrk 1 D D 0 8 8 3-11-11 1-0 D 0 8 8 3-5-3 4.ao 112 Scale = 1:24A 1.5x4 II 7 3x4 1.5x4 = 1,5x4 II t1-8-8 3-11-11 04-8 353 -OADING (psf) SPACING- 2-0-0 CST. DEFL. in TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 002 -CDL 20.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.03 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.03 3CDL 10.0 Code IBC2015rrPI2014 Matrix -MS (loc) I/deft Ud PLATES GRIP 6 >999 240 MT20 220/195 6 >999 180 4 n/a n/a Weight: 22 lb FT = 20% 4-UMBER- BRACING- rOP CHORD 2X4 DF No.1 &Btr G SOT CHORD 2X4 DF No.1 &Btr G NEBS 2X4 DF No. 1&Btr G TOP CHORD BOT CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. ZEACTIONS. (lb/size) 9=299/0-5-8, 4=117/Mechanical, 5=56/Mechanical Max Horz 9=164(LC 5) Max Uplift 9=-85(LC 4), 4=-83(LC 5), 5=-53(LC 5) Max Grav 9=299(LC 1), 4=133(LC 10), 5=81(LC 7) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. NOTES- 1) Wind ASCE 7-10; Vull10mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11.7, Interior(1) 1-11-7 to 3-10.15; cantilever left and right exposed; and vertical left and right exposed; Lumber DOL=1 60 plate grip DOL=1.60 t) This truss has been designed for a 10.0 psf bottom chord live load noncwncurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) A plate raling reduction of 20% has been applied for the green lumber members S) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 9, 4, 5. Q�nf ESSI()AI �a pM►N G ►�� }�P qo C 70068 *` EXR 9-30-202q -'* 01 a� CAL1F�� January 23,2019 AWARNING - Vertly design parameters and READ NOTES ON THIS AND INCLUDED NfTEK REFERENCE PAGE N11-7173 rev. 111113,2015 BEFORE USE. Dor•Tgn valid fat use only v0th MITekb connetiors. This design Is based only upon pammaieB shown, and Is fof on individual 1001ding component, not a Iruds aysWrn- Before Lite, Iho building designer must vonl the appilc8b11lly of doal9n parameters and properiy Inmporals this doOlfn into tho ovararl building ddslgn. 9radng Indiratod Is to proven[ hucklirp of jndivldual truss web andtor chord members only, AddluonaI Temporary and permananl bmclrcg M i3ek is at"ye required for slabldity and Io pravent collopso with possible personal injury and proporty, damage. For gumra3 gtjAon[V regarding tha relxicatlon, slorage, delNery. erecgan and bradig of Irusses and buss ayslema. sae ANSMIf Guallty, Cdtarle, DS9.50 and BCSi Sultding Component 250 Klug Circle Safety Information availabloirom Tnms Plato Institute, 211a N. Lae $uosl, Sub 312, Namndrla, VA 22.314. Corona, CA 92880 Jab Truss T-OPEN russ Type tDty Ply LbWRO rResWence WB1S0072 SJ404A JACK i 1 _ erence (np{YonaS K5638832 Integra Truss, Banning, CA 8.220 s Nov 16 2018 MMLk. Industries, Inc. Tue Jan 22 16:56:16 2019 Page 1 ID:3_EekScHscHCIVSoEl8V4EyckNp-EJgTAelo3iQjs_klmPtdq?Jy6FwPXujtfFl Vwrzskrj -1.0.0 0.6.2 3-5-11 1-0-0 0.6.2 1 2.11.9 4.00 12 r7 0 1.5x4 = 7 3x4 = 1.5x4 II Scale = 1:23.6 0 6 2 1-10.3 3-5-11 062 7i1 1.7.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.08 Vert(LL) 0.01 6 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MS Weight: 21 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins, BOT CHORD 2X4 DF No.1&Btr G except end verticals. WEBS 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=276/0-5-2, 4=99/Mechanical, 5=47/Mechanical Max Horz 9=146(LC 5) Max Uplift 9=-86(LC 4), 4=-68(LC 5), 5=-44(LC 5) Max Grav 9=276(LC 1), 4=111(LC 10), 5=69(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 3-4-15; 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will flt 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 lb uplift at joint(s) 9, 4, 5. Q�-f ESSIOArl! ,INN qo 2� C 70068 * EXR 9-30-202q . -OF Cti 4 January 23,2019 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE Mll-7473 rev. 1"3/1015 BEFORE USE. Design valid for u5a only with MrrakO connectors. This design Is based only upon pan3malers shown, and Is for on indlulducl building oomponent, not a truss syetem, 8olore use, the building deslgoar must vedly Iha appllcabilhty of deelgn paramoters and "Party inewpsrals this design into the ov"t building design. Ofadng Indicated Is to prevent buckling of Ir4%iduM fntss web andlor chord members Dory. AddItional lamporery and parrnenant bracing M iTe k ie &lways requirod for elnbikty and to prevoni cogapso with posalble personal Injury and property damage. For general guidance regarding the fabrication, elorage. delivery, erection and braelig of trusses and Iruss aysteme, see ANSM11 Quality Cdferla, DSO.89 and SCSI Building Component 250 Klug Circle Re&H rnrnroradnn avaiWhle frnm Tnnn Plata ImIllulo. 21a N. Lee $treat. SuRe 312, Alexandria, VA 22314. Corona, CA 92880 ,Job 48180072 15J406 JACK -OPEN 1 1 K5638833 I Jo1f R9f9rBnoe liana Integra Truss, Banning, CA 8.220 s Nov 16 2010 MITek Industries, Inc. Tue Jan 2216:56:16 2019 Page 1 ID:3 EekScHaeMCIVSoE18V4Ey"p-EJgTAelo3K4s_klmPtdq?Ju1Ft3XuNtfFlVwrzskd 1 D 0 5-11.11 1 O G 5-5-3 Scale = 1:28 1 1.5x4 II 7 3x4 = 3x4 = 1.5x4 II 5-11-11 r -OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 008 5-6 1 97 240 MT20 220/195 CDL 20.0 Lumber DOL 1.25 BC 030 Vert(CT) -0.17 5-6 >407 180 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.16 4 We n/a 3CDL 10.0 Code IBC2015lfP12014 Matrix -MS Weight: 28 lb FT = 20% '-UMBER- BRACING- rOP CHORD 2X4 DF No.1 &Btr G TOP CHORD 130T CHORD 2X4 DF No.1 &Btr G NEBS 2X4 DF No. 1&Btr G BOT CHORD tEACTIONS. (lb/size) 9=393/0-5-8, 4=192/Mechanical, 5=86/Mechanical Max Horz 9=181(LC 5) Max Uplift 9=-91(LC 4), 4=-122(LC 5), 5=-27(LC 5) Max Grav 9=393(LC 1), 4=214(LC 10). 5=117(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown -30T CHORD 7-8=-206/267 JVEBS 3-6=-288/319 Structural wood sheathing directly applied or 5-11-11 oc purllns, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. AOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 5-10-15; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 !) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf 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. i) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 5 except Qt=lb) 4=122. Q�QFEsslo/v 1 w' pMMG 2 Fy C 70068 January 23,2019 WARNING - VenT y dealgn parametens end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 10173,2015 BEFORE USE. Design vend for use only wilh MlTakV wnneclar5. This design rs Lasad only upon parameters shown, and is for an indivldudl bullding comporwnr, n&Iff a Im ss system. Before use. the building daslgner must verify the appgeability of dos lgn parameters nod property lnwrporele this design Info the overall �N� 1 building design. Bracing Indicated Is to prevent Wckllng of IW Adual Iruns web andlor chord members only. Addtflonel tempormy and permanent brecing T�� is always racru€red for etabiI4 and to provornl Collapse with possible personal Irgury and propelty demsae. for general guldunce regardin Iha 1Y1 febriw0o lk)n, storage, dellvary, ereen and bracing of Irussasand truss systems, nee ANSVTP114uN1y CrlMrle, DSF"g andBCS1 SuNding Component Circle Safoly ln7orr 8000 available IMm Tnm Plate Insglulp, 21a N. Lee Slree4 SUM 312, AWxandrla, VA 22314. 250 Klug Corona, CA 92880 Job Truss Truss Type W13180072 SJ406A JACK -OPEN Integra Truss, Banning, CA •1-t7�0 p�8.2 i 1411 Y Qty Ply Zerbst Residence K5638834 1 1 Job Reference (optional) 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:56:17 2019 Page 1 ID:3_EekScHscHCIVSoEIBV4EyckNp-iVOrN_mQq?YaU8JUK6OsMCs4gfEIGLkl uvn3SHzskri 5-5-11 4 11 g Scale = 1:26 9 3x4 = 7 3x4 = 1.5x4 II gA 2 1-10-3 5-5- 8.7.8 LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.27 Vert(LL) 0.05 5-6 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.12 5-6 >542 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.09 4 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MS Weight: 26 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc purlins, BOT CHORD 2X4 DF No.1 &Btr G except end verticals. WEBS 2X4 DF NoA&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=369/0-5-2, 4=174/Mechanical, 5=79/Mechanical Max Horz 9=164(LC 5) Max Uplift 9=-94(LC 4), 4=-112(LC 5), 5=-25(LC 5) Max Grav 9=369(LC 1). 4=193(LC 10), 5=107(LC 3) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. WEBS 3-6=-236/267 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 5-4-15; 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.Opsf 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 lb uplift at joint(s) 9, 5 except Qt=lb) 4=112. QRa��.ss�oN�� �w4 00iI G 2y Fyc 90 �fc, C 70068 EX 9-30-2020 civilL 'Ir�aF W,* January 23,2019 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10IM/2015 BEFORE USE. Qasign valid far uae only with MITekM cannectors. This doslgn la Cased only upon pwemetaM ahawri, end isfor an indivldual bultdmg oornponord. not �t a tPuss ayatem. Before use. the bullding dosigner must worry thin appticabllily of design porumniors and properly Incorporate Ihts design into the averall Additional temporary and bracing M building design. Sracing indketod is to pravenl twWing of indlvldual buss web andior chord members oMy. permanent is always mqulrad Far slabiliry end to prevent collapse wdh poa,4"a personal Injury and property damage. For general guidance regarding the i let( fabricotlon, siorege, dalivory, afacVon and bradip of uussas and Irum syslom5, sae ANSN7Ptl Quality Criteria. OS0-88 and SCSI Building Component 250 Klug Circle cn& ry larnrmanan nvallnNn tmm Truss Plata Insdtuta, 218 N. lien Svenl, Svite 312. Alexandria, VA 22314. Corona, CA 92880 laob Truss Truss Type �Qty Ply Zerbst Residence K5638B35 JVB180072 SJ408 JACK -OPEN 1 1 1 Ink 17eSaron..n tnnlinnnn Truss, Banning, CA 0.44U S MY 10 =10 *11 eK rn6l15tnes, I= t Ire JW Z4 I0;M:I I XVln rqp 1 ID:3_EekScHscHCIVSoE18V4EyckNp-iVOrN_mQq?YaU8JUK6OsMCs64fCvGKL1 uvn3SHzskri -1-0, Q�-B, 34-3-6 _ _ 7-10-3 -0- r 10 06-8 -8-13 3-6-13 1.5x4 118 2X4 = 4x6 = 3x4 = Scale = 1:33.1 06-5.1-0-0 7-1Q3 0•S-B3-5.8 3-10-3 Plate Ofsets My)-- j 115019 ,0 I& r LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.08 7-8 >999 240 MT20 220/195 -TCDL 20.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.25 7-8 >366 180 33CLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) -0.01 5 n/a n/a -BCDL 10.0 Code IBC20151rP12014 Matrix -MS Weight: 43 lb FT = 20% riUMBER- BRACING - STOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, A30T CHORD 2X4 DF No. 1&Btr G except end verticals. WEBS 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Yl REACTIONS. (lb/size) 10=483/0-5-8, 5=108/Mechanical, 7=270/Mechanical Max Horz 10=194(LC 5) Max Uplift 10=-90(LC 4), 5=-65(LC 5), 7=-86(LC 5) Max Grav 10=483(LC 1), 5=116(LC 10), 7=301(LC 10) 'ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NrOP CHORD 2-10=-302/39 II/VEBS 4-7=-310/165 �NOTES- 31) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 7-9-7; cantilever left and right exposed ; end vertical left and right exposed; Lumber 1) DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. ip) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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. S) Refer to girder(s) for truss to truss connections. 1) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 5, 7. QgpFEss10 �C O e-I G C 70068 P. 9-30-2020 January 23,2019 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE MII-7473 rev. 101103/2815 BEFORE USE. 1 Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not >_ a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Crfterla, DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 Job Truss Truss Type IWB180072 SK102A JACK -OPEN Integra Trus% Bernkfg, CA S.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 18:50:19 2019 Page 1 ID:3_EekScHscHCIVSoEl8V4EyckNp-eu W bofnhMdoljSTtRXRKSdxUwSy5kFcJMDGAX9zskrg t-11w11 1-11-11 Scale: 3/4"=l' 1.5x4 II 1 -3 1�111-15 _ tea LOADING (psf) SPACING- 2-0-0 CS1. DEFL. In (loc) I/deft Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TIC 0,04 Vert(LL) -0.00 5 >999 240 MT20 220/195 TCDL 200 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP Weight: 10 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins, BOT CHORD 2X4 DF No.1 &Btr G except end verticals. WEBS 2X4 DF No 1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=91/0-5-8, 2=73/Mechanical, 3=18/Mechanical Max Horz 5=91(LC 5) Max Uplift 2=41(LC 4), 3=-33(LC 5) Max Grav 5=91(LC 1), 2=94(LC 9), 3=54(LC 7) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2); 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.Opsf 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 lb uplift at joint(s) 2, 3. Q�pF ESSION1, �pAING Zh �yc C 70068 January 23,2019 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED NI►EK REFERENCE PAGE MII-7473 rev. 10A13/2015 BEFORE USE. Oeslgn valid for use only with MiTekO conneclars. This daslgn Is based only upon parameters shown, and is fof an Indkria ml building component, nol a trues systam. Bofore use. She hollding dnslgner mull verity the appllwbillty of design paramalom and prapedy inco+p,xale Ihls ensign into Ike "anvil buliding demon. aredng indtwtod Is to preveni buckling at individual Iruss web andlor chord members only. AddNionet fsmporary and pormenent broOng MiTek_ is always required for suability and 10 prevanl Collapse with possible personal Inprry and property damage. For genaral guWance rogarding line fa bnc lian, atorage, derrvery, erecben and bracing of Innsm and bran ayatems, see ANSIITPII QuaMy Wfarla, 058.89 and SCSI Bulldlrlg compnnanl 250 Klug Circle Salaty Infnnvarinn AMIIAhIn firm Tnlsri pIAIA IM1Rlxuln 71A N I ne fi[m rt! Srrlln i17 AlnYnndffA. VA 2234a. r:nrnne f:A O�RRn IJob Truss Truss Type Oty �Ply Zerbst Residence K563B839 .VB180072 SK104 JACK -OPEN 1 1 I Job Reference (optional) Integra Truss, Banning, CA 8.220 s Nov 16 2018 MiTsk Industries, Inc. Tue Jan 22 t6:58:19 2019 Page 1 I D:cZvB5kXoK9rjtjxTFiwxMQyAQKk-eu W bofnhMdoljSTtRXRKSdxSnSwskFRJMDGAXgzskrg 3-6-3 3x6 3x4 = Scale =1:224 1 2 2 8-8-3 1-tea 2A-1 -OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.02 3-4 >999 240 MT20 220/195 FCDL 20.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.03 3-4 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(CT) 0.03 2 n/a n/a 3CDL 10.0 Code IBC2015fTP12014 Matrix -MP Weight: 14 lb FT = 20% '-UMBER- BRACING- rOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-6-3 oc purlins, 30T CHORD 2X4 DF No.1&Btr G except end verticals. NEBS 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=207/Mechanical, 2=132/Mechanical, 3=74/Mechanical Max Horz 5=140(LC 5) Max Uplift 2=-75(LC 5), 3=-36(LC 5) Max Grav 5=207(LC 1). 2=171(LC 9), 3=112(LC 7) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=11 Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-5-7; 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.Opsf 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. i) 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 lb uplift at joint(s) 2, 3. 6) 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-80, 3-5=-45(F=-25) Q�oF�S51QNq� fiy C 70068 * E 9.0-2020 �T Vjl- ty�P OFCAO- flCi January 23,2019 WARNING - VerNy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03,2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon paromeMms shown. and Is for an indivld ual bulldi rag component, not truss system. Before use, the building designer must verify the applicability of design paramotom and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing MiTek� Is always squired for slablliry and to prawmt collapse with poeslbte personal injury and properly damage- For ganaral guidance mgarding the fabdcallon, stotage, dattvary, anKllon" bracing of busses and truss systems, see ANSIJTPII Quality Criteria, DSO.89 and SCSI Building Component 250 Mug Circle Salary lnlwmagon avaltablo from Truss Plate Inslitute, Zia N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 Job Truss Truss Type tOty Ply Zerbal Reskienoe K5638840 'WB180072 SK104A ,PACK -OPEN t 1 Jab Reference (optional) Integra Truss, Banning, CA 3x6 5 1.5x4 8.220 s Nov 16 2018 MlTeX Industries, Inc. Tue Jan 22 16:56:20 2019 Page 1 ID:3_EekScHscHCIVSoEl8V4EyckNp-644z??oJ6ww9Lc23?Ey2 _rUodsGBTimTat?j3czskrf 5-11.11 3.11.11 I n A Scale = 1:22.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 002 4 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 016 Vert(CT) -0.04 3-4 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.01 Horz(CT) 0.03 2 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MP Weight: 15 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins, BOT CHORD 2X4 DF No.1 &Btr G except end verticals. WEBS 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=235/0-5-8, 2=1 51 /Mechanical, 3=85/Mechanical Max Horz 5=141(LC 5) Max Uplift 2=-85(LC 5), 3=-22(LC 5) Max Grav 5=237(LC 9), 2=195(LC 9), 3=114(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-10-15; 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.Opsf 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 lb uplift at joint(s) 2, 3. 7) 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-2=-80, 3-5=-45(F=-25) ��RpFING ES5lQN�! C 70068 January 23,2019 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1OM312015 BEFORE USE. Design valid for use only with MITekS connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a tryss system. Before use, the building deslgnor must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web —Ww chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible pomonal injury and property damage. For general guidance regarding the falakutlon, storage, delivery, erecllon and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component Saroty Inlormatfan available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314. M!Tek' 250 loug Clrate r....,,.- ra .nave ljob Truss ITruss Type I,Qty IPly 11 Residence K5636641 1 JB180072 SK106 Integra Truss, Banning, CA 3x6 4 5 3x4 = 1,5x4 II 56-3 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:56:21 2019 Page 1 I D:3_Ee kScH scHCI VSoE IBV4Eyck N p-a GeM D LpxtE20ymd GZyToX20j I GZVC9p cpXlGb2zskre Scale = 1:29.9 1 2 2 5-6-3 t-2 2 44-1 -OADING (psf) SPACING- 2-0-0 CSI, DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.07 3-4 >944 240 MT20 220/195 rCDL 20.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.18 3-4 >362 180 BCLL 0.0 Rep Stress Incr NO WB 003 Horz(CT) 0.14 2 n/a n/a 9CDL 10.0 Code IBC2015lrP12014 Matrix -MP Weight: 20 lb FT = 20% '-UMBER- BRACING- rOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 5-6-3 oc purlins, 930T CHORD 2X4 DF No.1&Btr G except end verticals. NEBS 2X4 OF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. ZEACTIONS. (lb/size) 5=332/Mechanical, 2=212/Mechanical, 3=119/Mechanical Max Horz 5=186(LC 5) Max Uplift 2=-11 B(LC 5), 3=-22(LC 5) Max Grav 5=336(LC 9), 2=275(LC 9), 3=159(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown WEBS 1-4=-226/273 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat II; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-5-7; 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. 1) " This truss has been designed for a live load of 20.Opsf 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. 1) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 3) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=118. d) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). -OAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 pROf'ESSICIA, Uniform Loads (plf) �1G {ham Vert: 1-2=-80, 3-5=45(F=-25)=cod✓}Q� 2y�o ::AC 70068 January 23,2019 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Nil-7473 rev. 1010312015 BEFORE USE. I Design valid for use only with MITEW oonneetors. This design is based only upon parameters shown. and Is for an Ind'aldual building component, not �[ a Imm sys tom. Safon; use, the building desigper must verify the applicaNity or design panunalers and properly Incorporate this design trite the evarall �p bullding design. Bracing indicated In to prevent bualing of Individual buss web andlor chord members only. Additional! Ismporery and permonoM braciV I ng ! i7e I Is always roquirad for slabfiity and to prevent collapse vrilh Pmblo personal injury and property damage. Far gonerdl guidanco regarding Iho fatvimWn, slotss00e, delivery, eracdon and bracing of trusses and base syslems, sea ANSUTPII Ruottly Crlterla, OSS-80 and SCSI Bulldtag Component 250 Klug Circle Salary lnformsrlon avallablo from Truss Plato Instltute. 210 N. Leo SaaeL Surte 312. Alexandria, VA 22314. Corona, CA 92880 job Truss "MType JQtY Residence W6180072 SK106A JACK -OPEN jP1y 1 1 K5638842 74o-Reror._ {oP[sonal arwmig' w. 6,2:A1 a IVe1r 15 2018 MITak Industries, Inc. Tus Jan 22 16:50-212019 Page 1 ID:3_EOSckscHCIVSoEIBV4EyckNp-aGeMDLpxIE20ymdG2yToX20hnGYYC9wcpXlGb2zskre 5-11-11 5-11-11 36 3x4 = 1.5x4 11 Scale = 1:29.8 i441 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 060 Vert(LL) 007 3-4 >977 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.24 3-4 >283 180 BCLL 0,0 Rep Stress Incr NO WB 0.02 Horz(CT) 014 2 n/a n/a BCDL 10.0 Code IBC20151TP12014 Matrix -MP Weight: 21 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins, BOT CHORD 2X4 DF No.1&Btr G except end verticals. WEBS 2X4 DF No 1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=360/0-5-8, 2=231/Mechanical, 3=130/Mechanical Max Horz 5=185(LC 5) Max Uplift 2=-127(LC 5), 3=-10(LC 5) Max Grav 5=369(LC 9), 2=298(LC 9), 3=173(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-10-15; 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.Opsf 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 lb uplift at joint(s) 3 except at=lb) 2=127. 7) 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-80, 3-5=-45(F=-25) Q���ESSrpNq� 0 m C 70068 EXR 0M0-2020 * 1t CIVIL. �*P FCALIFde` January 23,2019 A WARNING - Ved#Y design p ramerers and READ NOTES ON THIS AND INCLUDED MIrEK REFERENCE PAGE MII-7473 rev. IM12015 BEFORE USE. DflrIgn valid for use only wills MIToW0D,"ectas. Thfs design Is based only upon paramelora shown, and 15 for an Indlvlduol bulkling corMpbnant, not a Irum System. aarore use, I" buHdmg daslgner moat venfy the appHca dglty or design paremdtats and property Inuxporala Ihla dsslga Into the overall building design. Bracing Indicalad fs to provonl buckling of IndkAkwi truss wob andlor chord members onty. Addidonal Iomporary and permanent bracing iaalways Mt�ek� required tot elebllity and to p+evanl collspss with pgsaible pamnal mf ury and properly damage. For perwral puldanco regarding the ] rabdcatlun, storage, dolWary, eno ftn and brecing of Iruase5 arW buss systems. aeo ANSVMI Qual* Crlteda, D6849 and BCSI Su lding Component Sated 10brmkfori avallablo from Truss Plate inegWto, 218 H• Lee Sneal, Suke 312, Alaxandrfa VA MIA 250 Klug Circle .._�__ .....,.... ,job VB180072 I Integra Truss, 3x6 Residence K5630843 Jab Reference (optional) 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:56:22 2019 Page 1 ID:cZvB5kXoK9rjtjxTFiwxMQyAQKk-3TCkQhpZeYAtawBS6f 13GZ7Qg_pxbKm2BUgBUzskrd 1-6-3 7.60 12 1 Scale = 1:16 2 4 5 3 1.5x4 11 3x4 = 1 1•5•3 1•ii•3 Plate Offsets (X Y)-- 14:Edge,0.1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Well Ud rCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) -0.00 5 >999 240 TCDL 20.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 5 >999 180 3CLL 0.0 Rep Stress Incr NO WB 0.01 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code IBC2015ITP12014 Matrix -MP LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD 30T CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF No. 1&Btr G BOT CHORD REACTIONS. (lb/size) 5=85/Mechanical, 2=54/Mechanical, 3=31/Mechanical Max Horz 5=90(LC 5) Max Uplift 2=-31(LC 4). 3=-61(LC 5) Max Grav 5=85(LC 1), 2=70(LC 9), 3=85(LC 7) 'ORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. PLATES GRIP MT20 220/195 Weight: 9 lb FT = 20% Structural wood sheathing directly applied or 1-6-3 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VuIt=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 L) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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. i) Refer to girder(s) for truss to truss connections. 6) Refer to glyder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3. 8) 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-80, 3-5=-45(F=-25) �-EESSIO y0 a�lNG?,Gz 90 2 C 70068 *\ "l /] /* January 23,2019 ,& WARNING - Verify des/gn,.remeters end READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE M11-7473 rev. 10103,2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Crtterfe, DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92080 Job russ Truss Type City Ply 1 ZerbstResldence K5638844 INB180072 ISK402A JACK -OPEN 1 1 Job Reference tonfianal InNom TrAm Borah% CA 3x6 8,220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:56:22 2019 Page 1 I D:cZvB5kXoK9rjtjxTFiwxMQyAQKk-3TCkQhpZeYAtawBS6f_13GZ?3g_axbLm2BUg8Uzskrd 1-11-II _ i-i 1-11 rr N N N Scale: 3/4"=1' 1.5X4 11 1.6.0 1-11-11 1-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 5 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.01 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MP Weight: 10 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins, BOT CHORD 2X4 DF No.18Btr G except end verticals WEBS 2X4 DF No.18Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=113/0-5-8, 2=73/Mechanical, 3=41/Mechanical Max Horz 5=91(LC 5) Max Uplift 2=-41(LC 4), 3=-36(LC 5) Max Grav 5=113(LC 1). 2=94(LC 9), 3=76(LC 7) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6 Opsf; BCDL=6 Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2); 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.Opsf 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 lb uplift at joint(s) 2, 3. 7) 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-80, 3-5=45(17=-25) �Q�p�E55lt]�y� f LNG C 70068 e F,J . 30.2020 f January 23,2019 AWARNING - Verify design peremetem and READ NOTES ON THIS AND INCLUDED MITEK REFERFNCE PAGE MII-7473 rev. 10101,2015 BEFORE USE. Design valid for use only with MITek® connectors. Thls design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate [hie design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. AdditIonal temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabdcatlon, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component Q.&w r..a......u.... .—H.W. r.,.,., T., oime i,.em,ne 91e M i se Qt. s„ee Q49 eie„s,.nde ue 99%1e MiTek' 250 Klug Circle K5638845 JB180072 I 3x6 5 1.5x4 II .OADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 rCDL 20.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO 3CDL 10.0 Code IBC2015/TPI2014 '-UMBER- rOP CHORD 2X4 DF No 1 &Btr G ROT CHORD 2X4 DF No.1 &Btr G NEBS 2X4 DF No.1 &Btr G _Job Reference (optional) S.2E0 s Nov 16 201a Mifek industries, Inc. Tue Jan 22 16:56:23 2019 Page I ID:cZvB5kXoKgdj xTFiwxMQyAQKk-Xfm6elgBPrljC3megNVGcT6BD31Cg2TvGrENgxzskrc 3-3-3 Scale = 1:21 6 3x4 = 3-33 3-3-3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.15 Vert(LL) -0.01 4 >999 240 MT20 220/195 BC 0.14 Vert(CT) -0.02 4 >999 180 WB 0.02 Horz(CT) 0.02 2 n/a n/a Matrix -MP Weight: 14 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2EACTIONS. (lb/size) 5=1 91 /Mechanical, 2= 1 22/Mechanical, 3=69/Mechanical Max Horz 5=134(LC 5) Max Uplift 2=-69(LC 4). 3=-38(LC 5) Max Grav 5=191(LC 1). 2=158(LC 9). 3=108(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2); 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.Opsf 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. I) A plate rating reduction of 20% has been applied for the green lumber members 5) Refer to girder(s) for truss to truss connections. S) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3. 3) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 1-OAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-80, 3-5=-45(F=-25) QSpFESS10 4� pN+1NG �, FyG� 90 m C 10068 -21217 �T'�y, V Il 'C!}tnxt tF January 23,2019 A WARNING - Verity deslgn parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11#11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M ry� lek is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 250 Klug Circle Sorely Information avallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandre, VA 22314. Corona, CA 92880 WB180072 Integra Truss, 3x6 5 1.5x4 LOADING (psf) SPACING- 2-0-0 CS1, TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 TCDL 20.0 Lumber DOL 1.25 BC 0.16 BCLL 0.0 Rep Stress Incr NO WB 0.01 BCDL 10.0 Code IBC20151TPI2014 Matrix -MP LUMBER - TOP CHORD 2X4 DF No.1 &Btr G BOT CHORD 2X4 DF No.1 &Btr G WEBS 2X4 DF No. 1&Btr G REACTIONS. (lb/size) 5=235/0-5-8, 2=151/Mechanical, 3=85/Mechanical Max Horz 5=141(LC 5) Max Uplift 2=-85(LC 5), 3=-22(LC 5) Max Grav 5=237(LC 9), 2=195(LC 9). 3=114(LC 10) 3-11-11 K5638846 a.zzu s Nov -iu zu-ftl Mi r ex incustrles, Inc. i ua,Ian {[ iu:=z s zvia rage -r I D:cZvB5kXoK9dtjxTFiwxMQyAQKk-Xfm6el gBPrljC3megNVGcT67t31rg2VvGrENgxzskrc Scale = 1:22.3 2-3-88 DEFL. In (loc) I/deft Ud PLATES GRIP Vert(LL) 0.02 4 >999 240 MT20 220/195 Vert(CT) -0.04 3-4 >999 180 Horz(CT) 0.03 2 n/a n/a Weight: 15 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6 Opsf; h=25ft; Cat II; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-10-15; 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.Opsf 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 lb uplift at joint(s) 2, 3. 7) 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-80, 3-5=-45(F=-25) Q Hof US/QN � �M1IN G C 70068 n * V. 9-30-2020 January 23,2019 A WARNING - VerHy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10,V=015 BEFORE USE. ' Design valid for use only with MITek® connectors This design Is based only upon parameter; shown, and is for an individual building component, notNil a truss system Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall N� building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing � V I iTek is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSHTPII Quality Crltede, DSB-119 and SCSI Building Component 250 Klug Circle R. r.w r.s....,.e.. .v.11.hl. f— T.— Pl— l..ee,m ovr u l .. etr..r s„e. q19 el--dd. ve 1911A .._____ .—..,. 'ob Truss Truss Type Qty Piy iarbet Residents K5638847 IBIB0072 SK406 JACK -OPEN 1 1 I Jab Reference (opUonBl) Integra Truss, Banning, CA 8.220 s Nov 16 2018 MITek Industries, Inc. Tue Jan 2216-.56:24 2019 Page 1 I D:cZV B6 kXoK9dtjxTF iwxMQyAQKk-? rJ U rN rpA9Qa pD LrE4OV9he EYTb FPV b3 WzwCNzskrb .OADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 'CDL 20.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO 3CDL 10.0 Code IBC2015(TP12014 '-UMBER- FOP CHORD 2X4 DF No 1 &Btr G 90T CHORD 2X4 DF No 1 &Btr G NEBS 2X4 DF No.1 &Btr G 5-6-3 3x6 4 5 3x4 1.5x4 II Scale = 1:29 9 6-6-9 54-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.50 Vert(LL) 0.07 3-4 >962 240 MT20 220/195 BC 0.34 Vert(CT) -0.18 3-4 >362 180 WB 0.02 Horz(CT) 0.14 2 n/a n/a Matrix -MP Weight: 20lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. ZEACTIONS. (lb/size) 5=332/Mechanical, 2=212/Mechanical, 3=119/Mechanical Max Horz 5=186(LC 5) Max Uplift 2=-118(LC 5), 3=-22(LC 5) Max Grav 5=336(LC 9), 2=275(LC 9), 3=159(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; VuIt=11 Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-5-7; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1 60 1) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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. S) 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 lb uplift at joint(s) 3 except (jt=lb) 2=118. 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) Standard Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-80, 3-5=-45(F=-25) ko pMING z e �90 C 70068 *k 1---1%/ 1 /* January 23,2019 ,& WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10=2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. MiTek 250 Klug Circle Corona, CA 92880 Job Truss Truss Type IDty ply Zerbst Residence K5638848 'WB180072 SK406A JACK -OPEN t 1 Job Reference optional) Integra Truss, Banning, CA 3x6 1.5x4 11 8.2W s Nov 16 2018 MiTek Industries, Inc. Tue Jan 22 16:56:24 2019 Page 1 ID:cZvB5kXoK9dgxTFiwxMQyAQKk-?rJUrNrpA9QapDLrE4OV9heC1 TaFPVf3WzwCNzskrb 5-11-11 Ia 9 Scale = 1:29,8 5-11-11 M LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 060 Vert(LL) 0.07 3-4 >977 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.24 3-4 >283 180 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(CT) 0.14 2 n/a n/a BCDL 10.0 Code IBC2015lrP12014 Matrix -MP Weight: 21 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purtins, BOT CHORD 2X4 DF No.1 &Btr G except end verticals. WEBS 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=360/0-5-8, 2=231/Mechanical, 3=130/Mechanical Max Horz 5=185(LC 5) Max Uplift 2=-127(LC 5), 3=-10(LC 5) Max Grav 5=369(LC 9), 2=298(LC 9), 3=173(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-10-15; 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.Opsf 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 lb uplift at joint(s) 3 except qt=lb) 2=127. 7) 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-80, 3-5=-45(F=-25) Iq I'VESS10 C r�0 NIS 2 Fy C 70068� *k - J !I I* January 23,2019 A WARNING - verily, design parameter+ and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7479 rev. 10,0312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall �p building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I V 11T2k ' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/7PI1 Quality Criteria, DSB-89 and BCSI Building Component 250 Klug Circle Rnrafv In/nr,nal/nn ovollnhlw fmm Tn,ne Plot. Inerm,en 91A AI I en Afro t A.M.'119 Al—n.4H. VA 9911A r......... rw 0000n I,rob rrul OB180072 ISN1 I Integra Truss, Banning, CA rype 4x6 =8 Residence K5638849 8,220 s Nov 16 2018 MITek Industries, Inc. Tue Jan 22 16:56:25 2019 Page 1 ID:cGr AkO6AM89BDbRx359OTy9QzY-T2ts3jsSxTYRRNwlooXkhuBWCtxi8yJCk9jUlpzskra r 1_-0 . �1-11-11 1 8 0-11-3 7.50 12 7 6x6 = 5 3x6 11 1.0-8 I 1-11-11_r 1-0-B 11-3 -OADING (psf) SPACING- 2-0-0 CSI. DEFL. in TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) 001 rCDL 20.0 Lumber DOL 1.25 BC 0.26 Vert(CT) 0.01 BCLL 0.0 Rep Stress Incr NO WB 0.06 Horz(CT) -0.05 3CDL 10,0 Code IBC2015/TPI2014 Matrix -MP 1-UMBER- BRACING- rOP CHORD 2X4 DF No. 1&Btr G TOP CHORD ROT CHORD 2X4 DF No.1&Btr G ✓VEBS 2X4 DF No. 1&Btr G *Except* BOT CHORD 7-8: 2X6 DF SS G REACTIONS. (lb/size) 7=95/0-5-8, 4=31/Mechanical, 5=64/Mechanical Max Horz 7=264(LC 5) Max Uplift 7=-312(LC 4), 4=-18(LC 4), 5=-322(LC 5) Max Grav 7=286(LC 5). 4=40(LC 9), 5=276(LC 4) °ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-544/536 WEBS 1-6=-517/588 Scale =1:27 5 (loc) I/deft L/d PLATES GRIP 6 >999 240 MT20 220/195 6 >999 180 4 n/a n/a Weight: 20 lb FT = 20% Structural wood sheathing directly applied or 1-11-11 oc puffins, except end verticals, and 2-0-0 oc purlins: 1-8, 1-2 Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) 0-2-12 to 1-11-9; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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. 9) Refer to girder(s) for truss to truss connections. 1) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 7=312, 5=322. J) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 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) Standard I) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-80, 3-4=-80, 5-7=-30(F=-10) RVOESSro rc� pM�PI G 2y C 70068 M • W. 9-30-2020 January 23,2019 WARNING - Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not , a truss system. Before use, the building designer must verify the applicability or design parameters and properly incorporate this design into the overall ^IY I A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i I T e k is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITP11 Quality Criteria, DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314 Corona, CA 92880 Job Truss Truss Type lnty Ply Zerbsl Residence K5638850 INB180072 SN104 JACK -OPEN :2 1 Job ReferanceltiienaD_ Integra Truss, Sarxfirig, CA 8.220 s Nov 16 2018 MlTok Industries, Inc. Tue Jen 2216:56:25 2019 Page i ID:cGr AkO6AM89BDbRx359OTy9QzY-T2ts3jsSxTYRRNwlooXkhuBVXt iBxDCk9jUlpzskra 3-11-11 1-0-8 2-11-3 7.50 12 3x6 =g Scale=1:33.5 1.5x4 11 3x4 = 1-0-8 3-11-11 1-0 8 2-7 1-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In floc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 6-7 >999 240 MT20 2201195 TCDL 20.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.01 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.06 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code IBC20151TPI2014 Matrix -MS Weight: 29 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins, BOT CHORD 2X4 DF No. 1&Btr G except end verticals, and 2-0-0 oc purlins: 1-9, 1-2, 2-7 WEBS 2X4 DF No.1 &Btr G "Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 8-9: 2X6 DF SS G REACTIONS. (lb/size) 8=203/0-5-8, 4=98/Mechanical, 5=105/Mechanical Max Horz 8=276(LC 5) Max Uplift 8=-57(LC 4), 4=-65(LC 4), 5=-202(LC 5) Max Grav 8=203(LC 1). 4=129(LC 9), 5=199(LC 7) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. WEBS 3-6=-216/288 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) 0-2-12 to 3-10-15; 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.Opsf 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 lb uplift at joint(s) 8, 4 except (jt=lb) 5=202. 9) Graphical purlin representation does not depict the size or the orientation of the purlln along the top and/or bottom chord. 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-80, 3-4=-80, 5-8=-30(F=-10) _Rof Esslo y�QFA�f�G 2,y�FryG+ _ S9 C 70066 January 23,2019 A WARNING - Verily, design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 10103MO15 BEFORE USE. Design valid for mu wily min MfTellb connWors. This design is based only upon poramelars shown, and is for an individual bullding cormortanl, not a truss system. Before Low, Ire Wilding designer mwi verify the appiimirMy of dosign pommotors and property Incorpmato Oils design Into the overall bullding design. Bracing indirwad is to prevent bucks mg of Indlvkkna buss web aridlar rhmd members only. Additional temporary and permanent bracing is always requited Iw alablJO and to prevent collapse wllh possible personal Injury and property damage. Fro general guldance regarding tiro fabrication, storage, delivery. afaCtion and bracing of Musses and truss syelems, ass ANSYMI Quanry Wlada, DSB•89 and BCSI Bulldhig Componomf Sa Ad. Infa.mailnn Avsdafda fmm'raise pinln ImAh do 9 1 A N i ran Ri mAl A. Wtr R41 A1w.nrulrin VA 7741d M11 MiTek 250 Klug Circle Type Residence K5638851 JB180072 I:SN'106 3x6 = 9 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 2216:58:28 2019 Pop 1 ID:cGr_Ak06AM89BDbRx359OTygQzY-xERFG2t4imgl3XVDLV3zE6jbSHEHtOgLzpSl HFzskrZ 5-11-11 , 1p 471- tl11Z7r67 6 2x4 II 3x4 = 5 2x4 1 1 0 8, 3 B-3 5-11-11 r1-0 8 2-7-11 E�1 0 �0 Scale = 1:43.5 -OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.11 6 >627 240 MT20 220/195 F CDL 20.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.17 6-7 >409 180 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(CT) 0.14 4 n/a n/a 3CDL 100 Code IBC2015frP12014 Matrix -MS Weight: 35 lb FT = 20% '-UMBER- BRACING - Top CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins, 130T CHORD 2X4 OF No. 1&Btr G except end verticals, and 2-0-0 oc purlins: 1-9, 1-2. 2-7. NEBS 2X4 OF No. 1&Btr G "Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 8-9: 2X6 DF SS G REACTIONS. (lb/size) 8=313/0-5-8, 4=176/Mechanical, 5=137/Mechanical Max Horz 8=322(LC 5) Max Uplift 8=-19(LC 4), 4=-102(LC 5), 5=-145(LC 5) Max Grav 8=313(LC 1), 4=230(LC 10), 5=216(LC 7) °ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-326/316, 2-3=-330/178 90T CHORD 7-8=-251/182 NEBS 3-6=-386/426 4OTES- 1) Unbalanced roof live loads have been considered for this design. �) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) 0-2-12 to 5-5-3, Interior(1) 5-5-3 to 5-10-15; 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 1) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. o) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 8 except (jt=lb) 4=102,5=145. 3) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-80, 3-4=-80, 5-8=-30(F=-10) Q�e'vsssicl4l Ewa 0 ING C 70068 dr\ F 3 0'1 /* January 23,2019 & WARNING - Verily design peremetere end READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE MII-7473 rev. 14103,2015 BEFORE USE. Design valld for use only with MITek® connectors. This design Is based only upon parameter; shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Iabticotlon, slorago, delivery, erection and bracing of busses and hues systems. aas ANSIIrPI1 Quality Criteria, DSB-89 and BCSI Building Component 250 Mug Circle SefatyIn/ormodon avalluble from Truss Plate Inslikdo. 218 N. Lee Street, Sulto 312, Alexancf,a_ VA 22314. Corona, CA 92880 Integra Truss, Type IOty Ply I;Zerbst Residence K5638852 4x6 =12 LN 8.220 s Nov 16 2018 MfTek Industries. Inc. Tue Jon 22 18;SBQ7 2019 Page 1 I D:bSUDdOa4ZSwzOXmxYbVZgcy80tD-PQ?dTOtiT4o9hh4PvDaCmJGdhhNCSCVBTCbpizskrY 6.8 11.0.8 1.11.11 7,50 12 5 i any — 2x4 11 9 8 1.5x4 113x4 = 1.5x4 1-11-11 1-53 Fiate Offsets [Xy]— L�D-0 t3 1-12], E1:0 4,D•2�3. [2:01-12 D p p], [7:Edpe,O-t-$1 DEFL. in (loc) I/deft L/d LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0,06 Vert(LL) -0.00 9 >999 240 TCDL 20.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.00 8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 003 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matnx-MS LUMBER- BRACING - TOP CHORD 2X4 DF No 1&Btr G TOP CHORD BOT CHORD 2X4 DF No 1&Btr G WEBS 2X4 DF No 1&Btr G "Except` BOT CHORD 11-12: 2X6 DF SS G REACTIONS. (lb/size) 11=87/0-5-8, 5=27/Mechanical, 6=60/Mechanical Max Horz 11=194(LC 5) Max Uplift 11=-150(LC 4), 5=-36(LC 4), 6=-228(LC 5) Max Grav 11=218(LC 5), 5=14(LC 10). 6=138(LC 4) FORCES. (lb) - Max. Comp /Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-260/133 WEBS 4-7=-148/273 Scale=1:27.5 PLATES GRIP MT20 220/195 Weight: 24 lb FT = 20% Structural wood sheathing directly applied or 1-11-11 oc purlins, except end verticals, and 2-0-0 oc purlins: 1-12, 1-3, 3-8. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Exterior(2) 0-2-12 to 1-11-9; 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.Opsf 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 lb uplift at joint(s) 5 except (jt=lb) 11=150, 6=228. 9) Graphical pudin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. �91 pOESS/pN'4C �� C 70068 January 23,2019 A WARNING - Verify design parameter and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE Mil-7473 rev. 1010312015 BEFORE USE. Design valld for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the appllcablllty of design parameters and property Incorporate this design into the overall bullding design. Bradng indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ��r@�' 1s always rerinlrad far stability and Io Ilraront collapse with possible pargonal inivry end property damage. For general guidanre regarding the fabdcatlon. Murago, delivory, erection and brace xq el Ifee205 and trim ayalams. sae ANSNTPIf quellty Crlfmla. DSB-89 and SCSI Building Component 250 Mug Circle Sa/RN lnlarrnalfon avaltairla hnm Tn,60 pietas ln5filidn 91R N I N Srrnel JR01 719_ AL —Ada VA 97.G14 rw n. — Residence K5638853 JB180072 I 4x6 =12 1.5x4 = I I IJob Reference (optional) 8.220 s Nov 16 2018 MITek Induslrias, Ina. Tue Jan 22 16:56:27 2019 Page 1 I D:bSUDdOa4ZSwzOXmxYbVZgcy80tD-PQ?dTOtiT4o9hh4PvDaCmJGgMhhKcszVBTCbpizskrY 3-10-3 2-9-11 7.50 12 9 8 2X4 11 3x4 = Scale = 1:33.1 1.5x4 B•S 3-10-3 H9 0.0 0.3.1 1 PIBte Offsets (X�Y]-- [1:QA-O.fl•i-12j, i1:Q-3-4,0-2�}, [2:0-1-12,0.0.01 �� LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP 'CLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) -0.00 7-8 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.01 7-8 >999 180 3CLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MS Weight: 30 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins, 30T CHORD 2X4 DF No.1 &Btr G except end verticals, and 2-0-0 oc purlins: 1-12. 1-3. 3-8. WEBS 2X4 OF No.1 &Btr G "Except" BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 11-12: 2X6 DF SS G 1EACTIONS. (lb/size) 11=178/0-5-8, 5=93/Mechanical, 6=85/Mechanical Max Horz 11=241(LC 5) Max Uplift 11=-47(LC 4), 5=-62(LC 4), 6=-148(LC 5) Max Grav 11=178(LC 1), 5=123(LC 9), 6=147(LC 7) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. AOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; C-C Exterior(2) 0-2-12 to 3-9-7; 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. l) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 11, 5 except (jt=lb) 6=148. 3) Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �Rp�ESSlpN�� C 70068 EXP. 9-30-2020 CIVIL ey�P FCAUFQF January 23,2019 A WARNING - V.1ffy dealpn parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE MII-7473 rev. 1"312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M I lr g k_ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 250 Mug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 Job Truss True Type Qty Ply Zerbst Residence K5638854 WBI80072 SN206 JACK -OPEN 2 1 Job Reference iorm - Integra Truss, Banning, CA 8.220 s Nov 16 2018 MITak Industries, Inc. Tue tan 22 16:68:28 2019 Page 1 I D: bSUDdOa4ZSwzOXmxYbVZgcy8OtD-tcZ?hkuKEOwOlrfcTw5RJXpyy4y2LIVeQ7x8L8zskrX 1-0-8 0$$ , 4 &11 0.6-0 7,50 12 14 5 Scale = 1:45.2 46 = 12 9 6 3x4 = 1.5x4 II 1.5x4 = 1.5x4 I 1.5x4 I 5-10-3 22 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.08 7 >854 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.13 7 >510 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.10 5 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MS Weight: 36lb FT=20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-10-3 oc purlins, BOT CHORD 2X4 DF No. 1&Btr G except end verticals, and 2-0-0 oc purlins: 1-12, 1-3. 3-8- WEBS 2X4 DF No. 1&Btr G "Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 11-12: 2X6 DF SS G 6-0-0 oc bracing: 9-10. REACTIONS. (lb/size) 11=278/0-5-8, 5=170/Mechanical, 6=108IMechanical Max Horz 11=288(LC 5) Max Uplift 11=-12(LC 4). 5=-99(LC 5). 6=-104(LC 5) Max Grav 11=278(LC 1), 5=223(LC 10). 6=165(LC 7) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-8=-212/255, 3-4=-262/132 WEBS 4-7=-323/340 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; C-C Extedor(2) 0-2-12 to 5-5-3, Interior(1) 5-5-3 to 5-9-7; 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.Opsf 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 lb uplift atjoint(s) 11, 5 except (jt=lb) 6=104. 9) Graphical pudin representation does not depict the size or the orientation of the purlln along the top and/or bottom chord. QQRfl� ESSlQN�I w Ot3,li�G z �� C 70068� EXP. 9-30-2020 1Vik rFOFCAVA� January 23,2019 ,& WARNING - V oily design parameters and READ NOTES ON THIS AND INCLUDED UREK REFERENCE PAGE NII.7479 rev. IOM312015 BEFORE USE. Design valld for use only wllh MIT06 cannoclom This design W based only upon pasamelere shown, and Is for an indlMdual building cdmpunnni, not a truss system. Mom vBe, iha bullding de56gner must Verify the appilcabisty of design paramolors and property Incorperale thla design Into the avoroli building design. B+acfng Indicated Is to prevent buckfing of Individual Ouse wab andlor chord membarsonly. Additional temporary turd permanent bracing Annent I V I iTek Is ahuays required for stability and Io prevent collimse With possible pamorial Injury and proparly damage. For general fivIdance regarding the fabrication, siaraga, delivafy, atadlon and bracing of busses and truss syslam9, sea ANSVTPI1 Ouallry Criteria. OSS-89 and SCSI Building Component Sarah dsforma goo Avallabin ffom Truss Pram Inathule. 216 N. i.nn Rtn;Al xi raw 712_ Atnrandrin VA 9711d 250 Klug Circle ,^�.-..- �+• +on�- 1=; Ni L- N. ►a a 0 X I O 1D ZZ 2= 0 u, qF w F � Er �U N 1u F O c a0: x2 N a LO [L "I mg ti F� U �a F 5 OWD OF 0UILDINO AND SAFETY COMMISSIONERS VAN AMBAIIELOS PRFsInENT E. FELICIA BRANNON VIOL PRESIDENT JOSELYN GEAGA•ROSENTHAL GEORGE NOVAGUIMIAN JAVIER NUNEZ January 11, 2017 John IIermndez Integra True, Tnc, i?50 East Harbour Street Banning, CA 92220 CITY OF Los AN ELES CALIFORNIA ERIC GARCETTI MAYOR APPROTrTD FABRICATOR NUMBER FB03120 DEPARTMENT OF BUILDING AND SAFETY 291 NORTI I FIGUEROA STREET LOS AVGELES, CA K4312 FRANK M. BUSH GENERAL MANAGER SU P E RFNTEND ENT OF 8UILDING OSAMA YOUNAN, P_E EXECUTIVE UFF IGER The Departrnent oI' RuEding and Safety has approved Integra TTuss, Inc. as a Type I Fabricator of Wood Trusses (WT). The approved shop is located at 1350 East BarbouT Street, Rannilig, C:alifomia 92220. A Certificate of Approval is enclosed for your office use, Yearly renewal is required every January I si, beginuing in 2018. This company-°s owilersl}ip, persormel. shop conditions and quality control group have demonstrated the basic knowled,-e to fabricate their product, therefore; they meet the minimum standards of the City of Los Angeles_ T recommend this company be granted a City of Los Angeles Fabricator's license, Building lnspcetor Materials Contml Attachments: Wall Certificate MiTek" F ABI LI ZER MiTek's Innovative, Trade -Friendly Truss Brace IMPORTANT: The Stabilizer shall be used for INSTALLATION lateral restraint for the chords and both INSTALLATION and PERMANENT lateral restraint for the tivebs. The Stabilizer truss brace and spacer is easily installed with a framing hammer. Just drive the top flap down into the top edge of the truss member to be braced (see Hammer Here 1 in Chord Attachment Detail shown below). The side tabs are then secured by driving the teeth into the face of the member being braced (see Hammer Here 2 below). AMMER HERI a HAMMER HERE CHORD ATTACHMENT DETAIL The Stabilizer is properly installed when the top flap and side tabs are flush with the member being braced, and the teeth are fully embedded in the truss member. WEB RESTRAINT APPLICATION Allowable Axial Load 1 I Tension w/fastener" 154 1 " Fastener shall be one (1) 8d or 10d common wire nail inserted through a slot in the top flap. W1 MiTekck Installation Guide Erection Contractor is referred to temporary and permanent bracing plan and or WTCA/TPI BCSI 1 for recommendations on truss bracing. January 1, 2009 Typical Lateral Web & Bottom Chord Bracing Layout IMPORTANT: The Stabilizer must be supplemented with diagonal bracing in the roof and ceiling planes, and cross bracing in the web plane at required intervals shown on the individual truss design drawing (TDD). If trusses are not designed with Stabilizer, see BCSI-1 / for Stabilizer spacing and diagonal/cross bracing required. The Stabilizer (shown in red) truss brace on the web member as required by TDD. (see Web Restraint Application on bottom left) Diagonal/Cross bracing (shown in blue), designed by others, as required at spacing shown on TDD. IMPORTANT: Ground bracing, not shown The Stabilizer (shown in red) on either drawing, is truss brace on the bottom chord always required. as required by TDD. Typical Top Chord Bracing Layout i wn The Stabilizer (shown in red) truss brace on the top chord as required by TDD. IMPORTANT: The erection contractor is responsible for determining and installing the temporary bracing for the structure, including the trusses. It is most important for the installer to provide adequate means for bracing the first truss installed. The performance of the entire system depends on the adequacy of the ground bracing or other means of bracing the first group of trusses installed. POWER TO PERFORM.--, d� ) Ain r § HZR ) §2�- LU §�� tk2R)2 2 22§q a7 §CL I 3 k � c k !■§ f�§ \ � 8 � k�k tu H� `C ■o k § �!§ § (0 �r C) N� 00 04 §R 3 + � 00 � C:) / o iL L & a]8 � Z V6 0 N co N G a EER * o y v 00co u CD o C7 a U a 0 U w �� Cb CORNER RAFTER 8'-0" SETBACK f MIIlSAC - 9 -8SB 20-1 MINIMUM GRADE OF LUMBER LOADING (PSF) TOP CHORD:2X4 NO.1 & BTR DF-L-GR L D BOT CHORD-2X4 NO.1 & BTR DF-L-GR TOP 20 14 t� STR, INC.: LUMB - 1,25 PLATE = 1.25 SPACING :24.0 IN. O.C. REPETITIVE STRESSES NOT USED NO. OF MEMBERS - 1 NOTE: 1. ALL CONNECTIONS TO SUPPORTS BY OTHERS 2. ALL PLATES ARE MITEK MT20 3-0-0 --j- 8'-0" SETBACK 12 2 83-5 66 3x6 (TYP_j UNIFORMLY DISTRIBUTED 6x6 R= 326 + OH. LENGTH OF HEEL PLATE (MIN, 4') - y 11-3.12 7r17/2014 1 PAGE 1 SUPPORTS SHALL BE PROVIDED ALONG EXTENSION 0 5-8' O.C. A1, 203 PLF SPLICE MAY BE LOCATED ANYWHERE IN THE EXTENSION 3x10 splice plates may be replace with 2r 2x4 DF No.2 or bir. scab Ld one lace with.131x3 min. nails 0 3" o.c. 2 rows 300 y MITek Industries, Inc. Western Division SUPPORT 17 DAP MAXIMUM BETWEEN SUPPORT AND END OF RAFTER SUPPORT R- 768 + EXT. �o S n32 EV. &oQM �>'- Ruc" �P�oFCAL,f c a��o5�201 a Q WARNING V-0& drsfPn —d READ NOTES ON THJS AND IMCixi)ED MJ7EK REFERE! CF PAGO. J/!f 74 7J BEFORE USE 7777 Groonbark Law Z:+ rl veyrrI In qv only wIM- h'Lt" CWIiI,-Jr. s I/Y., id n 1:,Ma:i cW ❑n u7gmrflaeti ;lvYw.r nn�i . Irx nn ir-divrl,: il b.A'!In 5w" 109 ,j Wr Uit t V Of.-Ir n l Gboa He.dr.. GA 3"for AaS Cnt�1v of .YRI�`• t,ar:me+tln: SrnA rsnftr Inc mprxpsnn n! [ nmpnnanl it rgr{scsnylwlrly d GrFldey dasgerirr � rr.! h„r.t Aeupntlr &armQ thaori mem[�n�y cw�y A�]*j1n.n:Y ren-iIw•:vy t,ocksy In Irtve 1!ot:+us:Jurinq r rvrLtr�r a,rn 1f:e teu•r,r'stnflny c�+ n-� tlIeC+Or A. td6lnwl per�riunenl l.nx_ry1 t,, nw o•.-rrat sru%Irre � the nl sw wlljvU desr,Dner Fri genr4y v-Jurw e'r-uy'j+rj 'atr+; ah r� qv '!y corm sl7FrD� dat crr. rnccrinn grid bx rQ. consul? A=jJNI 4rrdly C*sdd, bZ1949 atd kilt etasy Cempgrwnt • sde.ty t?rarmdlins mndmo nam Iwss Rate �n0f,-U. Al IYOrAv, M s]; ly M Tek DETAIL FOR COMMON AND END JACKS MIIICOR - 8 -20psf 719/2015 PAGE MAX LOADING (p90 SPALANU 2-0-0 MITek Industries, Inc. TCLL 20.0 Plates Increase 1,25 'BRACING TCOL 150 LLumyer Increase 1.26 TOP CHORD Sheathed. Corona Ca. BCLL 0.0 Rep 5tresa Inc( YES BOT CHORD Riigid Ceiling directly applied, BCD4_ 10.0 _ MINIMUM LUMBER SIZE AND GRADE TOP CHORD 2 x 4 DF-L NoA&BTR LENGTH OF EXTENSION BOT CHORD 2 x 4 DF-L No, I&BTR AS DESIGN REV D 20' -0" MAX SPLICE CAN EITHER BE 3X6 MT20 PLATES OR 22" LONG 2X4 SCAB CENTERED AT SPLICE - WISAME LUMBER AS TOP CHORD ATTACH TO ONE FACE WI (.131"X3.0" MINI NAILS 6 3" O.0 2 ROWS _-4-0-0— NOTE: TOP CHORD PITCH: V12--8/12 BOTTOM CHORD PITCH: 0112-4/12 PITCH DIFFERENCE BETWEEN TOP AND BOTTOM CHORD TO BE "2" MIN. SPACING= 24" O,C, r 1� M-3X3 .1 Y� j� SUPPORT AND CONNECTION BY OTHERS OR 2-16d COMMON WIRE / (0.142-D A X 3.5') LGT TOE NAILS SUPPORTS SHALL BE PROVIOED ' �W-W 0 C. ALONG THE EXTENSION OF TOP CHORD. CONN. WI3 16d COMMON WIRE (0 162'DIA X 3.5" LGT) TOE NAILS .r CONN. W12 16d COMMON WIRE 40.1e1DIA X 3.5" LOT) TOE NAILS 9-0-0 4-0-0 -r— I 2^p-p EXT. a-0-a CONN W1318d COMMON WIRE (0 16rDIA X 3 B' LGT) TOE NAILS ��~ xr•�'�' BOTTOM CHORD LENGTH MAY BE 2-0' - -�� Ww OR A BEARING BLOCK. CONK Wt2 18d COMMON WIRE(0.162-DEA X 3 5"1 LGT TOE NAILS OR SEE DETAIL MHtSAC-7 FOR 3-0-6 8-0-0 PRESSUREBLOCI(N1G INFO �I ROF ESS/C NOTE: NAILING SHALL BE SUCH THAT THE LUMBER DOES NOT SPLIT. R 4 UJI � 6332 )m I *k EXP.6/30/2018 l* sa srR�JCTv�P�. �P `—OF CAI'_ 0,06/28/2016 A WARWAV Vrriry `MFfyn n.r.r+n�srrr. nn•r READ, Tk�4 DN THIR AMO lh'CLfIUl.'D MlTlS1[ ftCl'Y.1tCM,Y. YA f�Y A}1�-747A 1FFR)IRY, lIRR. ,� [Snsggn vafa Ike use ah4• wtlh idjick uon M-L%rs. Iris dn16on b nasad ormy +,por, paeamaldrs rhnwn. and k for an rndivkfu bu" dinQ C0m0r+enl. App4cotl1lfyat d"Q" Prrarrw(men and prOPW InC0rP0r0%1A 1A e0mpanand Is rWcp n➢tlllfy ad burp designer - nai trios dagQnw. &acing Ibumn n fur fnl[vpl s,yppori of havlduelwob 9mmbnrs0niy. AdWlarml WnpVOry Worfrp 10 L W%sk0e"Iydvdnl) cor4In;Cfen a the raApersibldly GI the to i. Ice- AdO3 Dnal pelnmrkenl W<mIng dI the warall vrvalwm Is Ine te%Pgn0ifay 01 she tulldinp deripnar. kw gonaro gwldara" rogerdrsg Icbncolbm pudily c0ntrt,l. slar0pe. dellvwy, e(ackm and tracing. ca!aadl ANll/Ml QwdMy Crthado, OU-69 000 SCSI I luidng Cem OROM � �TBk � $aMyI^kw wlen omlatle trorn Truss s'101e IAs".69, 30 0-Onc446Wve, Macoka . IN 53J19. 1e � H F::t � � � � H �E Ix r-T4 � � a � . cl � � K° ■ § IN A T !U.¥ ƒ E k Ch ! $ - ! \ \ � 2 B � 0 C14 co C14 § + EER 3 � G � 00 o e CD o 7 b Zo Q L.L. g U b - % 4 m V, CL 2 J Q U t?t is f•1 '� s r-� �ni ti O r s fi 3 c cm 0 N 00 N Ict EER * 0 =P v �R M M u o to 2! 0 U L U w t� r,�.. CO SUPPORT OF B.C. OF STANDARD OPEN END MII/COR - PB JACK USING PRESSURE BLOCKS 4/19/2016 PAGE 1 CAL GIR[ Loading (PSF): BCDL 10.0 PSF MAX 2x4 bot. chord rrier tru s of jack Vim, t.131"X3.0" MIN) IJA G (typ) 2x4 block __ jack between jacks, truss nailed to carrier be (typ) w/6 W/(.131"X3.0" MIN) nails spaced at 3" o.c. PARTIAL FRAMING PLAN OF CALIFORNIA HIP SET WITH SUB GIRDER BC of carrier truss 1"X3.0" MIN) NAILS (typ) -IORD OF OPEN END JACK 2x4 block between jacks, nailed to carrier BC w/ 6-(.131 "X3.0" MIN) NAILS @ 3" o.c. CONNECTION VALUE: 192 pounds per jack at 1.15 DOL up or down. 210 pounds per jack at 1.25 DOL up or down. 266 pounds per jack at 1.60 DOL up or down. 24" TVP MiTek Industries, Inc. Western Division Corona, Ca. A WARNING - Ver((y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. 250 Klug Circle Corona, Ca 92800 March 4, 2013 BEARING BLOCK DETAIL 0= ® REFER TO INDIVIDUAL TRUSS DESIGN {�\ /��[� FOR PLATE SIZES AND LUMBER GRADES I�l ouo IMPORTANT l� This detail to be used only with one ply trusses with a D.O.L. lumber increase of 1.15 or higher. MiTek USA, Inc. Trusses not fitting these criteria should be examined individually. 0-3-8 ACTUAL BEARING SIZE BOTTOM CHORD SIZE AND NAILING PATTERN 2x4 BOTTOM CHORD 2 ROWS @ 3" O.C. (8 TOTAL NAILS) 2x6 BOTTOM CHORD 3 ROWS @ 3" O.C. (12 TOTAL NAILS) 2x8 BOTTOM CHORD 4 ROWS @ 3" O.C. (16 TOTAL NAILS) 4" MINIMUM T HEEL HEIGHT 1 ST-BLCK1 MiTek USA, Inc Page 1 of 1 LUMBER GRADE Sp DF HF ALLOWABLE (I )ACTION BEARING BLOCK ALLOWABLE LOADS 975 892 BEARING BLOCK & WOOD BEARING ALLOWABLE LOADS ALLOWABLE LOAD (Ib) TOTAL EQUIVALENT BEARING LENGTH 3941 0-4-10 4173 0-4-7 2898 0-4-12 2966 3281 2126 772 SPF 2231 754 2985 0-4-11 Sp 2966 1462 4428 0-5-3 DF 3281 1338 4619 0-4-14 HF 2126 1159 3285 0-5-6 SPF 2231 1131 3362 0-5-4 gp 2966 1950 4916 0-5-12 DF 3281 1784 5065 0-5-6 HF 2126 1545 3671 0-6-0 SPF 2231 1508 1 3739 0-5-13 CASE 1 BRG BLOCK TO BE SAME 12" BLOCK SIZE, GRADE, & SPECIES AS EXISTING BOTTOM CHORD. 12" BLOCK APPLY TO ONE FACE OF TRUSS. NOTES: 1. USE LOWER OF TOP PLATE OR TRUSS WOOD SPECIES. 2.THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. NAILS DESIGNATED ARE 10d (.131" DIAM. x 3") FOR BEARINGS NOT NEARER THAN 3" TO THE END OF A MEMBER (CASE 2), THESE VALUES MAY BE MULTIPLIED BY A BEARING FACTOR OF 1.10 LOADS BASED ON FOLLOWING Fc PERPENDICULAR VALUES: SP = 565 psi DF = 625 psi HF = 405 psi SPF = 425 psi NOTE: VALUES DO NOT INCLUDE MSR LUMBER WITH "E" VALUES GREATER THAN 1,900,000 PSI OR NON -DENSE GRADE LUMBER. March 4, 2013 BEARING BLOCK DETAIL ST-BLCK2 REFER TO INDIVIDUAL TRUSS DESIGN MiTek USA, Inc. Page 1 of 1 lul FOR PLATE SIZES AND LUMBER GRADES IMPORTANT � o0 n This detail to be used only with one ply trusses L� with a D.O.L. lumber increase of 1.15 or higher. MiTek USA, Inc. Trusses not fitting these criteria should be examined individually. 0-5-8 ACTUAL BEARING SIZE BOTTOM CHORD SIZE LUMBER ALLOWABLE BEARING BLOCK BEARING BLOCK & WOOD BEARING ALLOWABLE LOADS AND REACTION ALLOWABLE LOADS NAILING PATTERN GRADE (Ib) * I ALLOWABLE LOAD (Ib) I TOTAL EQUIVALENT BEARING LENGTH 2x4 BOTTOM CHORD 2 ROWS @ 3" O.C. (8 TOTAL NAILS) SP _ 4661 975 5156 892 3341 772 3506 754 5636 0-6-10 DF 6048 0-6-7 HF 4113 0-6-12 SPF 4260 0-6-11 SP 4661 1462 6123 0-7-3 2x6 BOTTOM CHORD DF 5156 1338 6494 0-6-15 3 ROWS @ 3" O.C. (12 TOTAL NAILS) HF 3341 1159 4500 0-7-6 SPF 3506 1131 4637 0-7-4 SP 4661 1950 6611 0-7-12 2x8 BOTTOM CHORD 4 ROWS 3" O.C. DF 5156 1784 6940 0-7-6 @ (16 TOTAL NAILS) HF 3341 1545 4886 0-8-0 SPF 3506 1508 5014 0-7-14 4" MINIMUM T HEEL HEIGHT 1 BHG BLOCK TO BE SAME 12" BLOCK SIZE, GRADE, & SPECIES AS EXISTING BOTTOM CHORD. 12" BLOCK APPLY TO ONE FACE OF TRUSS. 3► NOTES: 1. USE LOWER OF TOP PLATE OR TRUSS WOOD SPECIES. 2.THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. NAILS DESIGNATED ARE 10d (.131" DIAM. x 3") FOR BEARINGS NOT NEARER THAN 3" TO THE END OF A MEMBER (CASE 2), THESE VALUES MAY BE MULTIPLIED BY A BEARING FACTOR OF 1.03 LOADS BASED ON FOLLOWING Fc PERPENDICULAR VALUES: SP = 565 psi DF = 625 psi HF = 405 psi SPF = 425 psi NOTE: VALUES DO NOT INCLUDE MSR LUMBER WITH "E" VALUES GREATER THAN 1,900,000 PSI OR NON -DENSE GRADE LUMBER. JANUARY 20, 2011 STANDARD PIGGYBACK ST-PIGGY TRUSS CONNECTION DETAIL 0� a o0 MiTek USA, Inc. A - PIGGBACK TRUSS, REFER TO MITEK TRUSS DESIGN DRAWING. SHALL BE CONNECTED TO EACH PURLIN WITH (2) 0.131" X 3.5" TOE NAILED. B - BASE TRUSS, REFER TO MITEK TRUSS DESIGN DRAWING. C - PURLINS AT EACH BASE TRUSS JOINT AND A MAXIMUM 24" O.C. UNLESS SPECIFIED CLOSER ON MITEK TRUSS DESIGN DRAWING. CONNECT TO BASE TRUSS WITH (2) 0.131" X 3.5" NAILS EACH. D - 2 X _ X 4'-0" SCAB, SIZE AND GRADE TO MATCH TOP CHORD OF PIGGYBACK TRUSS, ATTACHED TO ONE FACE, CENTERED ON INTERSECTION, WITH (2) ROWS OF 0.131" X 3" NAILS @ 4" O.C. SCAB MAY BE OMITTED PROVIDED THE TOP CHORD SHEATHING IS CONTINUOUS OVER INTERSECTION AT LEAST 1 FT. IN BOTH DIRECTIONS AND: 1. WIND SPEED OF 90 MPH OR LESS FOR ANY PIGGYBACK SPAN, OR 2. WIND SPEED OF 91 MPH TO 140 MPH WITH A MAXIMUM PIGGYBACK SPAN OF 12 ft. E - FOR WIND SPEEDS BETWEEN 101 AND 140 MPH, ATTACH MITEK 3X8 20 GA Nail -On PLATES TO EACH FACE OF TRUSSES AT 72" O.C. W/ (4) 0.131" X 1.5" PER MEMBER. STAGGER NAILS FROM OPPOSING FACES. ENSURE 0.5" EDGE DISTANCE. (MIN. 2 PAIRS OF PLATES REQ. REGARDLESS OF SPAN) WHEN NO GAP BETWEEN PIGGYBACK AND BASE TRUSS EXISTS REPLACE TOE NAILING OF PIGGYBACK TRUSS TO PURLINS WITH Nail -On PLATES AS SHOWN, AND INSTALL PURLINS TO BOTTOM EDGE OF BASE TRUSS TOP CHORD AT SPECIFIED SPACING SHOWN ON BASE TRUSS MITEK DESIGN DRAWING. SCAB CONNECTION PER NOTE D ABOVE FOR ALL WIND SPEEDS, ATTACH MITEK 3X6 20 GA Nail -On PLATES TO EACH FACE OF TRUSSES AT 46" O.C. W/ (4) 0.131" X 1.5" PER MEMBER. STAGGER NAILS FROM OPPOSING FACES ENSURE 0.5" EDGE DISTANCE VERTICAL WEB TO EXTEND THROUGH BOTTOM CHORD OF PIGGYBACK MiTek USA, Inc. MAXIMUM WIND SPEED = REFER TO NOTES D AND OR E MAX MEAN ROOF HEIGHT = 30 FEET MAX TRUSS SPACING = 24 " O.C. CATEGORY II BUILDING EXPOSURE B or C ASCE 7-02, ASCE 7-05 DURATION OF LOAD INCREASE: 1.60 DETAIL IS NOT APPLICABLE FOR TRUSSES TRANSFERING DRAG LOADS (SHEAR TRUSSES). ADDITIONAL CONSIDERATIONS BY BUILDING ENGNEER/DESIGNER ARE REQUIRED. This sheet is provided as a Piggyback connection detail only. Building Designer is responsible for all permanent bracing per standard engineering practices or refer to BCSI for general guidance on lateral restraint and diagonal bracing requirements. FOR LARGE CONCENTRATED LOADS APPLIED TO CAP TRUSS REQUIRING A VERTICAL WEB: 1) VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS MUST MATCH IN SIZE, GRADE, AND MUST LINE UP AS SHOWN IN DETAIL. 2) ATTACH 2 x x 4'-0" SCAB TO EACH FACE OF TRUSS ASSEMBLY WITH 2 ROWS OF 10d (0.131"X 3") NAILS SPACED 4" O.C. FROM EACH FACE. (SIZE AND GRADE TO MATCH VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.) (MINIMUM 2X4) 3) THIS CONNECTION IS ONLY VALID FOR A MAXIMUM CONCENTRATED LOAD OF 4000 LBS (@1.15). REVIEW BY A QUALIFIED ENGINEER IS REQUIRED FOR LOADS GREATER THAN 4000 LBS. 4) FOR PIGGYBACK TRUSSES CARRYING GIRDER LOADS, NUMBER OF PLYS OF PIGGYBACK TRUSS TO MATCH BASE TRUSS. 5) CONCENTRATED LOAD MUST BE APPLIED TO BOTH THE PIGGYBACK AND THE BASE TRUSS DESIGN. FEBRUARY 14, 2012 1 CONVENTIONAL VALLEY FRAMING DETAIL ST-VALLEYI IOC1 �aa � ©o �aa MiTek USA, Inc. RIDGE BOARD ( SEE NOTE #6 ) MiTek USA, Inc. GABLE END, COMMON TRUSS OR GIRDER TRUSS - - -- I k ---- ----- 'I II t' ly j( 11 li II 11 I j VALLEY PLATE Ii it ( SEE NOTE #4 ) POST VALLEY RAFTERS '( ( SEE NOTE #8 ) ( SEE NOTE #2) LL PLAN DRAWING GENERAL SPECIFICATIONS 1 M V OO 1 l r!l ML POST (24" O.C.) ( SEE NOTE #B) GABLE END, COMMON TRUSS PLAN SECTION TRUSS MUST BE SHEATHED NOTE: 48" O.C. MAXIMUM POST SPACING 1. WITH BASE TRUSSES ERECTED (INSTALLED), APPLY SHEATHING TO TOP CHORD OF SUPPORTING (BASE) TRUSSES. LIVE LOAD = 30 PSF (MAX) 2. BRACE BOTTOM CHORD AND WEB MEMBERS PER TRUSS DESIGNS. DEAD LOAD = 15 PSF (MAX) D.O.L. INC = 1.15 3. DEFINE VALLEY RIDGE BY RUNNING A LEVEL STRING FROM THE INTERSECTING RIDGE OF ASCE 7-98, ASCE 7-02, ASCE 7-05 90 MPH (MW FRS) THE (a.) GABLE END, (b.) GIRDER TRUSS OR (c.) COMMON TRUSS TO THE ROOF SHEATHING. ASCE7-10 115 MPH (MW FRS) 4. INSTALL 2 x 4 VALLEY PLATES. FASTEN TO EACH SUPPORTING TRUSS WITH (2) 16d (3.5" X .131 ") NAILS 5. SET 2 x 6 #2 RIDGE BOARD. SUPPORT WITH 2 x 4 POSTS SPACED 48" O.C. BEVEL BOTTOM OF POST TO SET EVENLY ON THE SHEATHING. FASTEN POST TO RIDGE WITH (4) 10d (3" X .131")NAILS. FASTEN POST TO ROOF SHEATHING WITH (3) 10d (3" X .131 ")TOE -NAILS. 6. FRAME VALLEY RAFTERS FROM VALLEY PLATE TO RIDGE BOARD MAXIMUM RAFTER SPACING IS 24" O.C.. FASTEN VALLEY RAFTER TO RIDGE BEAM WITH (3) 16d (3.5" X .131 ") TOE -NAILS. FASTEN VALLEY RAFTER TO VALLEY PLATE WITH (3) 16d (3.5" X .131 ") TOE -NAILS. 7. SUPPORT THE VALLEY RAFTERS WITH 2 x 4 POSTS 48" O.0 (OR LESS) ALONG EACH RAFTER. INSTALL POSTS IN A STAGGERED PATTERN AS SHOWN ON PLAN DRAWING. ALLIGN POSTS WITH TRUSSES BELOW. FASTEN VALLEY RAFTER TO POST WITH (4) 10d (3" X .131 ") NAILS. FASTEN POST THROUGH SHEATHING TO SUPPORTING TRUSS WITH (2) 16d (3.5" X .131") NAILS. 8. POSTS SHALL BE 2 x 4 #2 OR BETTER SPRUCE PINE FIR, DOUG FIR LARCH OR SOUTHERN YELLOW PINE. POSTS EXCEEDING 75" SHALL BE INCREASED TO 4 x 4 OR BE PRE -ASSEMBLED (2) PLY 2 x 4's FASTENED TOGETHER WITH 2 ROWS OF 10d NAILS 6" O.C.. OCTOBER 5, 2016 a MiTek USA, Inc. o A MITak AIIIINla TRUSSED VALLEY SET DETAIL = MII-VALLEY3 MiTek USA, Inc. Page 1 of 1 LIVE LOAD = 30 PSF (MAX) GABLE END, COMMON TRUSS DEAD LOAD 15 PSF (MAX) NOTE: VALLEY STUD SPACING NOT = OR GIRDER muss D.O.L. INC = = 1 TO EXCEED 48" O.C. SPACING ASCE 7-98, ASCE 7-02, ASCE 7-05 (MWFRS) 100 MPH ASCE 7-10 (MWFRS) 125 MPH I ! I( u k v II BASE TRUSSES �i VALLEY TRUSS TYPICAL I TYPICAL ( 24" O.C. ) 1. INSTALL BASE TRUSSES. 2. APPLY SHEATHING TO TOP CHORD OF SUPPOI TRUSSES. VALLEY TRUSSES MAY PROVIDE BRACING IF SHEATHING IS NOT APPLIED. BASE TRUSSES MUST BE DESIGNED FOR PURLIN SPACING EQUIVALENT TO VALLEY TRUSS SPACING (NOT TO EXCEED 24" O.C.). 3. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL A, B, OR C BELOW. 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. TOE -NAIL VALLEY TO BASE TRUSS W/ (2 ) 16d (0.131" X 3.5") TOE -NAILS 1z ATTACH 2x6 CONTINOUS NO.2 SPF TO THE FACE OF THE ROOF W/ TWO 16d (0.131"x 3.5') NAILS INTO EACH TRUSS BELOW J% VALLEY TRUSS . RESTS ON 2x6 _ DETAIL A (GREATER THAN 3/12 PITCH) ATTACH BEVELED 2x4 CONTINOUS NO.2 SPF TO THE FACE OF THE ROOF W/ TWO 16d (0.131" X 3.5") NAILS INTO EACH TRUSS BELOW ATTACH VALLEY TO BEVELED 2x4 W/ ( 2 ) 16d (0.131" X 3.5") NAILS DETAIL C TOE -NAIL VALLEY TO (GREATER THAN 3/12 PITCH BASE TRUSS W/ LESS THAN 12/12 PITCH) (2) 16d (0.131" X 3.5") TOE -NAILS VALLEY TRUSS TYPICAL 1 —111 GABLE END, COMMON TRUSS OR GIRDER TRUSS 11 10 ATTACH 2x4 CONTINOUS NO.2 SPF BLOCK TO THE FACE OF THE ROOF W/ TWO 16d (0.131" x 3.5") NAILS INTO EACH TRUSS BELOW. EACH TRUSS BELOW MUST HAVE A BLOCK ATTACHED TO IT TOE -NAIL VALLEY TO BASE TRUSS AND BLOCK W/ �r (2) 16d (0.131" X 3.5") TOE -NAILS ONE NAIL IN EACH DETAIL B (3/12 PITCH OR LESS) MARCH 12, 2009 I WEB BRACING RECOMMENDATIONS I ST-WEBBRACE ©�a MiTek USA, Inc. MiTek USA, Inc. Page 1 of 1 MAXIMUM TRUSS WEB FORCE (Ibs.)(See note 7) BRACE BAY SIZE 24"O.C. 48"O.C. 72" O.C. BRACING MATERIAL TYPE A B C D BRACING MATERIAL TYPE A B C D BRACING MATERIAL TYPE C D 101.0' 1610 1886 1886 2829 3143 3143 4715 - 2358 2358 3536 ' r= 1 1886 1886 2829 12'-0' 1342 1572 1572 2358 4715 7074 14'•0' 1150 1347 1347 2021 _ 16'•0' 1006 1179 1179 1768 18'-0' 894 1048 1048 1572 1414 3143 4715 -- 20'•0" 805 943 943 "Bay size shall be measured in between the centers of pairs of diagonals. GENERALNOTES TYPE BRACING MATERIALS 1- DIAGONAL BRACING IS REQUIRED TO TRANSFER THE CUMULATIVE LATERAL BRACE FORCE INTO THE ROOF AND/OR CEILING DIAPHRAGM. THE DIAPHRAGM IS TO BE DESIGNED BY A QUALIFIED PROFESSIONAL. 1 X 4 IND. 45 SP 2. THESE CALCULATIONS ARE BASED ON LATERAL BRACE CARRYING 2% OF THE WEB FORCE. A -OR- 3. DIAGONAL BRACING MATERIAL MUST BE SAME SIZE AND GRADE OR BETTER, AS THE LATERAL BRACE MATERIAL, AND SHALL BE INSTALLED IN SUCH A MANNER THAT IT INTERSECTS WEB MEMBERS 1 X 4 #2 SRB (DF, HF, SPF) AT APPROX. 45 DEGREES AND SHALL BE NAILED AT EACH END AND EACH INTERMEDIATE TRUSS WITH 2-6d FOR 1X4 BRACE -10d (0. ,,., „3") FOR 2X' and 2.4 BRACES, AND 3.10d ( , 31 OR 2-6 BRACES. 4. CONNECT LATERAL BRACE TO EACH TRUSS WITH 2-8d (0.131 "X2.5") NAILS FOR 1x4 LATERAL BRACES, 2-10d (0.131 "x3") NAILS FOR 2x3 and 2x4 LATERAL BRACES, AND 3-10d (0.131"x3') FOR 2x6 LATERAL BRACES- B 2 X 3 #3, STD, CONST (SPF, DF, HF, OR SP) 5. LATERAL BRACE SHOULD BE CONTINUOUS AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY. 6. FOR ADDITIONAL GUIDANCE REGARDING DESIGN AND INSTALLATION OF BRACING, CONSULT C 2 X 4 #3, STD, CONST (SPF, DF, HF, OR SP) DSB-89 TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES AND BCSI 1 GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED ` - WOOD TRUSSES, JOINTLY PRODUCED BY WOOD TRUSS COUNCIL OF AMERICA and TRUSS PLATE INSTITUTE. w-Sbcindustry.conn and w Apins6org D 2 X 6 #3 OR BETTER (SPF, DF, HF, OR SP) 7, REFER TO SPECIFIC TRUSS DESIGN DRAWING FOR WEB MEMBER FORCE. 6, TABULATED VALUES ARE BASED ON A DOL. = 1.15 FOR STABILIZERS: FOR A SPACING OF 24" O.C. ONLY, MITEK "STABILIZER" TRUSS BRACING SYSTEMS CAN BE SUBSTITUTED FOR TYPE A, B. C AND D BRACING MATERIAL DIAGONAL BRACING FOR STABILIZERS ARE TO BE PROVIDED AT BAY SIZE INDICATED ABOVE. WHERE DIAPHRAGM BRACING IS REQUIRED AT PITCH BREAKS, STABILIZERS MAY BE REPLACED WITH WOOD BLOCKING. SEE "STABILIZER" TPI IRC RRAr.Wr. INCTAI I ATInN r:I IMP Amn PRr)r1I Ir:T CPPr1.IFIr:ATIr1N TRUSS WEB MEMBERS This information is provided as a recommendation to assist in the requirement for permanent bracing of the individual truss web members. Additional bracing may still be required for the stability of the overall roof system. The method shown here is just one method that can be used to provide stability against web buckling. CONTINUOUS LATERAL RESTRAINT 2-10d NAILS (SEE NOTE 4) AUGUST 1, 2016 1 SCAB -BRACE DETAIL MII-SCAB-BRACE l� LJ4J ® MiTek USA, Inc. C=C== Note: Scab -Bracing to be used when continuous D=F1, lateral bracing at midpoint (or T-Brace) is impractical. MiTek USA, Inc Scab must cover full length of web +/- 6". THIS DETAIL IS NOT APLICABLE WHEN BRACING IS REQUIRED AT 1/3 POINTS OR I -BRACE IS SPECIFIED. APPLY 2x— SCAB TO ONE FACE OF WEB WITH 2 ROWS OF 10d (0.131" X 3") NAILS SPACED 6" O.C. SCAB MUST BE THE SAME GRADE, SIZE AND SPECIES (OR BETTER) AS THE WEB. MAXIMUM WEB AXIAL FORCE = 2500 Ibs MAXIMUM WEB LENGTH = 12'-0" 2x4 MINIMUM WEB SIZE SCAB BRACE MINIMUM WEB GRADE OF #3 Nails � Section Detail Scab -Brace Web Scab -Brace must be same species grade (or better) as web member. S 6332' *\ EV, sr3or M 1* sj. sTRIICTIl��� tiP �Q�CA4l�r� Page 1 of 1 07/05/2018 0o O DLED � o0 a o0 a MiTek USA, Inc. DRAG LOAD UPLIFT CONNECTION REQUIRED E A DIAPHRAGM CONNECTED TO TOP OF RI 0EKING TRUSS D TYPICAL DRAG/SHEAR BLOCKING TRUSS EXPLANATION 0 �1 ilia AUGUST 22, 2014 Z�� THIS DETAIL IS MEANT FOR ILLUSTRATIVE PURPOSES ONLY. Z�j UPLIFT CONNECTION REQUIRED E THE DRAG LOAD IS APPLIED TO THE TOP OF EACH BLOCKING TRUSS FROM THE ROOF SHEATHING/DIAPHRAGM. (SEE 'A' ON DIAGRAM) THE BLOCKING TRUSSES TRANSFER THIS LOAD TO THE SHEAR WALL BELOW. (SEE 'B' ) EACH BLOCK TENDS TO ROTATE OR OVERTURN DUE TO THE LATERAL FORCE APPLIED AT THE TOP. THIS RESULTS IN AN UPLIFT ON ONE END OF EACH BLOCKING TRUSS AND A DOWNWARD FORCE ON THE OPPOSITE END. WHERE A BLOCKING TRUSS IS LOCATED ON BOTH SIDES OF A COMMON TRUSS, THE UPLIFT WILL BE CANCELED BY THE CORRESPONDING DOWNARD REACTION FROM THE NEXT BLOCKING TRUSS (SEE'C'). IN ORDER FOR THIS COUNTERACTING FORCE TO ELIMINATE THE UPLIFT, THE BLOCKING TRUSSES MUST BE ATTACHED TO THE VERTICAL OF THE COMMON TRUSS FOR THE UPLIFT/DOWNWARD REACTION OF EACH OF THE BLOCKING TRUSSES (SEE'D'). AT THE END OF THE SERIES OF BLOCKING PANELS, THERE IS NO OPPOSING FORCE APPLIED, SO THERE MUST BE A STRAP OR OTHER CONNECTION CAPABLE OF RESISTING THE UPLIFT FORCE LISTED ON THE DRAWING OF THE BLOCKING TRUSS. (SEE'E') SHEARWALL Page 1 FEBRUARY 14, 2012 0E-7 DEED O 00 � o0 a MiTek USA, Inc. DIAGONAL BRACE 4'-0" O.C. MAX Standard Gable End Detail Typicai x4 L-Brace Nailed To 2x Verticals W/10d Nails, 6" o.c. Vertical Stud SECTION B-B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. 12 Varies to Common Truss Vertical Stud (4) - 16d Common Wire Nails (2) - 10d Common Wire Nails into 2x6 SECTION A -A ST-G E 100-001 MiTek USA, Inc. Page 1 of 2 DIAGONAL rAGE 16d Common Wire Nails Spaced 6" o.c. 2x6 Stud or 2x4 No.2 of better Typical Horizontal Brace Nailed To 2x Verticals A Ll w/(4)-10d Common Nails SEE INDIVIDUAL MITEK ENGINEERING PROVIDE 2x4 BLOCKING BETWEEN THE FIRST DRAWINGS FOR DESIGN CRITERIA TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ** �. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d COMMON WIRE NAILS. B B 3x4 — (4) - 8d NAILS MINIMUM, PLYWOOD __... SHEATHING TO 2x4 STO SPF BLOCK �k • Diagonal Bracing ** - L-Bracing Refer Refer to Section A -A to Section B-B NOTE: 1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4. "L" BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES: 1x4 SRB OR 2x4 STUD OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6" O.0 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAM AT 4'-0" O.C. i 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A 2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6" O.C. HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD. ATTACH TO VERTICAL STUDS WITH (4) 10d NAILS THROUGH 2x4. (REFER TO SECTION A -A) 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS U240. 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE TRUSSES. 2a" Max Roof Sheathing 1'-3" (2) - 1� Max./ / .(2) - 10d NAILS Virus s @ 24" o.c.. f DIAGONAL Dlag. Brace / 2k6 BRACE SPACED 48" O.C. f at 1/3 point ATTACHED TO VERTICAL WITH (4) -16d COMMON WIRE NAILS AND ATTACHED It deeded TO BLOCKING WITH (5) - 10d COMMONS. End Wail HORIZONTAL BRACE _ --� (SEE SECTION A -A) Minimum Stud Size Species and Grade Stud Spacing Without Brace 1x4 L-Brace 2x4 L-Brace DIAGONAL BRACE 2 DIAGONAL BRACES AT 1/3 POINTS Maximum Stud Length 2x4 SPF Std/Stud 12" O.C. 4-9-12 5-6-7 7-10-0 9-7-7 14 5-3 2x4 SPF Std/Stud 16" O.C. 4-4-7 4-9-8 6-9-6 8-8-14 13-1-5 2x4 SPF Std/Stud 24" O.C. 1 3-9-10 3-11-0 5-6-7 7-7-4 11-4-14 Diagonal braces over 6'-3" require a 2x4 T-Brace attached to one edge. Diagonal braces over 12'-6" require 2x4 I -braces attached to both edges. Fasten T and I braces to narrow edge of web with 10d common wire nails Bin o.c., with 3in minimum end distance. Brace must cover 90% of diagonal length. MAX MEAN ROOF HEIGHT = 30 FEET CATEGORY II BUILDING EXPOSURE B or C ASCE 7.98. ASCE 7.02, ASCE 7-05 100 MPH ASCE7-10 125 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDINu DURATION OF LOAD INCREASE: 1.60 CONNECTION OF BRACING IS BASED ON MWFRS. March 4, 2013 LATERAL TOE -NAIL DETAIL �/aaa O 00 a MiTek USA, Inc. ST-TOENAIL ® MiTek USA, Inc. Page 1 of 1 NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END AS SHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE BOTTOM CHORD SPECIES FOR MEMBERS OF DIFFERENT SPECIES. TOE -NAIL SINGLE SHEAR VALUES PER NDS 2005 (lb/nail) DIAM. SP DF HF SPF SPF-S .131 88.1 80.6 69.9 68.4 59.7 p ..135 93.5 85.6 74.2 72.6 63.4 in 162 118.3 108.3 93.9 91.9 80.2 of z .128 84.1 76.9 66.7 65.3 57.0 0 .131 88.1 80.6 69.9 68.4 59.7 N .148 106.6 97.6 84.7 82.8 72.3 Cl) 0 .120 73.9 67.6 5B.7 57.4 50.1 O.128 84.1 76.9 66.7 65.3 57.0 c A 31 88.1 80.6 69.9 68.4 59.7 c'' .148 106.6 97.6 84.7 82.8 72.3 VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3) - 16d NAILS (.162" diam. x 3.5') WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: 3 (nails) X 91.9 (Ib/nail) X 1.15 (DOL) = 317.0 Ib Maximum Capacity 45 DEGREE ANGLE BEVEL CUT SIDE VIEW (2x3) 2 NAILS VNNEAR SIDE EAR SIDE SIDE VIEW (2x4) 3 NAILS NEAR SIDE NEAR SIDE NEAR SIDE VIEWS SHOVviv mnE vvn ILLUSTRATION PURPOSES ONLY SQUARE CUT SIDE VIEW SIDE VIEW (2x4) (2x3) 3 NAILS 2 NAILS NEAR SIDE NEAR SIDE i FAR SIDE NEAR SIDE - ---+ FAR SIDE SIDE VIEW (2x6) 4 NAILS E-­iFAR IDE DE IDE DE SIDE VIEW (2x6) 4 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE JANUARY 28, 2015 =LILI a o0 a MiTek USA, Inc. LATERAL TOE -NAIL DETAIL ST-TOENAIL.SP MiTek USA, Inc. Page 1 of 1 NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. IFOE-NAIL SINGLE SHEAR VALUES PER NDS 2001 (lb/nail) DIAM. SP DF HF SPF SPF-S C7 .131 88.0 80.6 69.9 68.4 59.7 p J .135 93.5 108.8 85.6 74.2 72.6 63.4 99.6 86.4 84.5 73.8 co z Z .128 74.2 67.9 58.9 57.6 50.3 .131 75.9 69.5 60.3 59.0 51.1 N .148 81.4 74.5 64.6 63.2 52.5 ri VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3) - 16d NAILS (.162" diam. x 3.5") WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: 3 (nails) X 84.5 (lb/nail) X 1.15 (DOL) = 291.5 lb Maximum Capacity ANGLE MAY VARY FROM 30 ° TO 60 ° j 45.00 ° ANGLE MAY VARY FROM 30 ° TO 60 ° THIS DETAIL APPLICABLE TO THE I THREE END DETAILS SHOWN BELOW VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY SIDE VIEW (2x4) 3 NAILS NEAR SIDE i NEAR SIDE NEAR SIDE 45.00 ° SIDE VIEW (2x3) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW (2x6) 4 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE VANGLE MAY VARY FROM 30 ° TO 60 ° M1I11i March 4, 2013 UPLIFT TOE -NAIL DETAIL ST-TOENAIL_UPLIFT MiTek USA, Inc. Page 1 of 1 THIS DETAIL SHALL BE USED FOR A CONNECTION RESISTING a oo UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE a FOR LOADS IN OTHER DIRECTIONS. MiTek USA, Inc. SIDE VIEW NEAR SIDE FAR SIDE TOI OF NEAR SIDE VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY TOE -NAIL WITHDRAWAL VALUES PER NDS 2005 (lb/nail) DIAM. SP DF HF SPF SPF-S 0 .131 59 46 32 30 20 Z O .135 60 48 33 30 20 in .162 72 58 39 37 25 J Ch A 28 54 42 2 27 19 Z w OJ '131 55 43 29 28 19 J J N 148 62 48 34 31 21 Z m 0 .120 51 39 27 28 17 O .128 49 38 26 25 17 J o .131 51 39 27 26 17 CO .148 57 44 31 28 20 VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. END VIEW )R 3" NAIL 6" FOR 3.25" NAIL 6" FOR 3.5" NAIL NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END AS SHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION. EXAMPLE: (3) - 16d NAILS (.162" diam. x 3.5") WITH SPF SPECIES TOP PLATE For Wind DOL of 1.33: 3 (nails) X 37 (lb/nail) X 1.33 (DOL for wind) = 148 lb Maximum Allowable Uplift Reaction Due To Wind For Wind DOL of 1.60: 3 (nails) X 37 (lb/nail) X 1.60 (DOL for wind) = 177 lb Maximum Allowable Uplift Reaction Due To Wind If the uplift reaction specified on the Truss Design Drawing exceeds 147 Ibs (177 Ibs) Building Designer is responsible to specifiy a different connection. """ USE (3) TOE -NAILS ON 2x4 BEARING WALL "'* USE (4) TOE -NAILS ON 2x6 BEARING WALL DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES SECTION: 0617 53—SHOP-FABRICATED WOOD TRUSSES REPORT HOLDER: MITEK USA, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 EVALUATION SUBJECT: MITEK® TRUSS CONNECTOR PLATES: M-16, MII 16, M-20, MII 20, M-20 HS, MII 20 HS AND MT20HSTM ICC ICC ICC �! SC:) C PMG LISTED Look for the trusted marks of Conformity! "2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPQ Award in Excellence" K 011 =ii�i �;��� A Subsidiary of cooECOIKC V ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not ac AW specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a t recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Cw Copyright © 2015 IMES Evaluation Report ESR-1311* www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 DIVISION: 06 00 000 WOOD, PLASTICS AND COMPOSITES Section: 06 17 5311 Shop -Fabricated Wood Trusses REPORT HOLDER: MITEK USA, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 (314) 434-1200 www.mii.com EVALUATION SUBJECT: MiTek® TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mil 20, M-20 HS, Mil 20 HS, AND MT20HS❑ 1.0 EVALUATION SCOPE Compliance with the following codes: in 2015, 2012, 2009 and 2006 International Building Code' (IBC) ■ 2015, 2012, 2009 and 2006 International Residential Codew' (IRC) in 2013 Abu Dhabi International Building Code (ADIBC)" °'rhe ADIBC is based on the 2009 IBC. 2009 IBC code sections referenced in this report are the same sections in the ADIBC. Property evaluated: Structural 2.0 USES MiTek® metal truss connector plates are used as joint connector components of light wood frame trusses. 3.0 DESCRIPTION 3.1 MiTek® M-16 and Mil 16: Model M-16 and Model Mil 16 metal truss connector plates are manufactured from minimum No. 16 gage [0.0575 inch total thickness (1.46 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating [0.0005 inch thickness on each side (0.013 mm)] and having a base - metal thickness of 0.0565 inch (1.44 mm). Slots 0.54 inch (13.7 mm) in length are punched along the perpendicular axis of the plates. The metal displaced by the slot is lanced and formed into two opposing teeth, protruding at right angles from the flat plate. Each tooth is diagonally cut, thereby forming a sharp point. The teeth are additionally shaped into a twisted concave form, facing the slot cutout Reissued June 2015 This report is subject to renewal June 2017. A Subsidiary of the International Code Council area. Teeth are 0.16 inch (4.1 mm) wide and 0.37 inch (9.4 mm) long, and there are 4.8 teeth per square inch (0.0074 teeth per square millimeter) of plate area. Plates are available in 1-inch (25.4 mm) width increments, up to 12 inches (305 mm), and lengthwise in 1 1/4-inch (31.7 mm) multiples. See Figure 1 of this report for details. 3.2 MiTek' M-20 and Mil 20: Model M-20 and Model Mill 20 metal truss connector plates are manufactured from minimum No. 20 gage [0.0356 inch total thickness (0.9 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating [0.0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0346 inch 10.88 MMI. The plates have repeating 1-inch-square (25 mm) modules of teeth stamped out and formed at right angles to the face of the parent metal. Each module has four slots, 0.45 inch (11.4 mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot and resulting in each module having eight teeth. The transverse centerlines of adjacent slots are staggered 0.15 inch (3.8 mm) in a longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch (6.4 mm). Each slot has a 0.33-inch-long (8.4 mm) tooth at each end. Each tooth is formed with a symmetrical V-shaped cross section at its base, and twists approximately 22 degrees to its point. See Figure 1 of this report for details. 3.3 MiTek®M-20 HS, MII 20 HS, and MT20HS❑ : Models M-20 HS, Mill 20 HS, and MT20HS11 metal truss connector plates are manufactured from minimum No. 20 gage [0.0356 inch total thickness (0.9 mm)], ASTM A653 Grade 60, high -strength, low -alloy steel with improved formability (HSLAS-F), with a G60 galvanization coating [0.0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0346 inch (0.88 min). Repeating 3/4-inch-by-1-inch (19 mm by 25.4 mm) modules of teeth are stamped out and formed at right angles to the face of the parent metal. Each module has three slots, 0.45 inch (11.4 mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot area, and resulting in each module having six teeth. Each module is separated by a 0.25-inch-wide (6.4 mm) strip of unpunched steel. The transverse centerlines of adjacent slots are staggered 0.15 inch (3.8 mm) in the longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch (6.4 mm). Each slot has a 0.33-inch-long (8.4 mm) tooth at each end. Each tooth is additionally shaped, twisting an approximate 22 degrees to its point. See Figure 1 of this report for details. *Revised July 2015 ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report M, ESR-1311 I Most Widely Accepted and Trusted Page 2 of 5 4.0 DESIGN AND INSTALLATION 4.1 General: All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. Trusses must be assembled within the tolerances specified in ANSI/TPI 1, Chapter 3, Quality Criteria for the Manufacture of Metal -Plate -Connected Wood Trusses. 4.2 Allowable Design Values: Allowable design values for MiTek® metal truss connector plates to be used in the design of metal plate connected wood roof and floor trusses are shown in Tables 1 and 2 of this report. Allowable design values are applicable when the connection is made with identical plates on opposite sides of the joint. This evaluation report is limited to the evaluation of connection capacity of the MiTek: metal truss connector plates listed in this report. The design, manufacture, and installation of trusses employing the truss plates have not been evaluated. Allowable values shown in Tables 1 and 2 have not been adjusted for metal connector plates embedded in fire - retardant -treated or preservative -treated lumber. Proper adjustments must be made in accordance with the requirements indicated in a current ICC-ES evaluation report issued to the chemical treatment manufacturer. If the evaluation report does not contain information on the adjustments, the chemical manufacturer must be contacted for this information. Compliance with Section 2304.10.5 of the 2015 IBC (Section 2304.9.5 of the 2012, 2009 and 2006 IBC) and Section R317.3 of the 2015, 2012 and 2009 IRC (Section R319.3 of the 2006 IRC) is also required. 5.0 CONDITIONS OF USE The MiTek® metal truss connector plates described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 This evaluation report and the manufacturer's published installation instructions, when required by the code official, must be submitted at the time of permit application. In the event of a conflict between the manufacturer's published installation instructions and this document, the instructions in this document govern. 5.2 Each application for a building permit, using these metal truss connector plates, must be accompanied by documentation showing that the design, manufacture, and proposed installation conforms with the requirements of the applicable code. 5.3 This report establishes plate design values only. For items not covered by this report, such as truss design, fabrication, quality assurance and special inspection, refer to the applicable version of ANSI/TPI 1, engineering drawings and the applicable code. 5.4 The design values (allowable lateral resistance values and effective tension and shear resistance allowable design values) used in the design of trusses, using MiTek metal truss connector plates, must not exceed those listed in Tables 1 and 2 of this report. Load combination reductions must be in accordance with the applicable code. 5.5 All lumber used in the fabrication of trusses using MiTek' metal truss connector plates must be graded in compliance with the applicable building code and must have a moisture content not exceeding 19 percent at the time of assembly. Wet service factors from ANSI/TPI 1 Section 6.4 must be applied to the table values when the lumber moisture content exceeds 19 percent. 5.6 Metal truss connector plates must be installed in pairs, on opposite faces of truss members. 5.7 Galvanized G60 metal truss plate connectors subject to corrosive environments must be protected in accordance with Section 6.5 of ANSI/TPI 1. 5.8 MiTek® metal truss connector plates are manufactured in Saint Charles, Missouri; Tolleson, Arizona; Tampa, Florida; Edenton, North Carolina; and Bradford, Ontario, Canada. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the National Design Standard for Metal Plate Connected Wood Truss Construction, ANSI/TPI 1-2002, 2007 and 2014. 6.2 Manufacturer's descriptive literature. 6.3 A quality control manual. 7.0 IDENTIFICATION The MiTek® connectors are identified by an imprint of the plate name embossed into the surface of the plate (for example, the M-16 plate is embossed IAA-16Q. Additionally, boxes containing the connector plates must be labeled with the MiTek® name, the metal connector plate model, and the evaluation report number (ESR-1311). ESR-1311 1 Most Widely Accepted and Trusted Page 3 of 5 TABLE 1 ❑ ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT' (Iblin2/PLATE) LUMBER SPECIES SG AA I EA AE EE ML16 AND Mill 16 Douglas fir❑arch 0.50 176 121 137 126 Hem -fir 0.43 119 64 102 98 Spruce -pine -fir 0.42 127 82 75 107 Southern pine 0.55 174 126 147 122 ML20 and Mill 20 Douglas firdarch 0.50 220 195 180 190 Hem -fir 0.43 185 148 129 145 Spruce -pine -fir 0.42 197 144 143 137 Southern pine 0.55 249 190 184 200 ML20 HS, Mill 20 HS and MT20HS Douglas firdarch 0.50 165 146 135 143 Hem -fir 0.43 139 ill 97 109 Spruce -pine -fir 0.42 148 108 107 103 Southern pine 0.55 187 143 138 150 For SI: 1lb/in' = 6.9 kPa. NOTES: 'Tooth holding units = psi for a single plate (double for plates on both faces when applying to area on only one face). To achieve values, plates must be installed on opposite sides of joint. 2AA = Plate parallel to load, wood grain parallel to load EA = Plate perpendicular to load, wood grain parallel to load AE = Plate parallel to load, wood grain perpendicular to load EE = Plate perpendicular to load, wood grain perpendicular to load 3AII truss plates are pressed into the wood for the full depth of tl�air teeth by hydraulic -platen embedment presses, multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. TABLE 2❑ EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES PROPERTY FORCE ML16 AND Mill 16 ME20 AND Mill 20 ME20 HS, Mill 20HS AND MT20HS DIRECTION Efficiency Pounds/inch/Pair of Connector Plates Efficiency Pounds/inch/Pair of Connector Plates Efficiency Pounds/inch/Pair of Connector Plates Tension Values in Accordance with Section 5.4.4.2 of TPI-1 (Minimum Net Section over the Joint)' Tension @ 00 0.694 1982 0.50 880 0.624 1590 Tension @ 900 0.300 857 0.47 820 0.523 1333 Tension Values in Accordance with Section 5.4.4.2.1 of TPI-1 (Maximum Net Section Over the Joint)` Tension @ 01 SG=0.42 ❑ 0.671 1712 Tension @ 00 SG=0.50 0.697 1778 Shear Values Shear @ 01 0.54 1041 0.49 574 0.43 761 Shear @ 30° 0.61 1173 0.63 738 0.61 1085 Shear @ 600 0.73 1402 0.79 936 0.67 1184 Shear @ 900 0.55 1055 0.55 645 0.45 792 Shear @ 1201 1 0.48 1 914 0.42 1 490 1 0.34 608 Shear @ 150° 1 0.35 1 672 0.46 1 544 1 0.3 537 For SI: 1 lb/inch = 0.175 N/mm, 1 inch = 25.4 mm. NOTES: 'Minimum Net Section ❑A line through the plate's tooth pattern with the minimum amount of steel for a specified orientation. For these plates, this line passes through a line of holes. 2Maximum Net Section ❑A line through the plate's tooth pattern with the maximum amount of steel for a specified orientation. For theseplates, this line passes through a section of the plate with no holes. ESR-1311 I Most Widely Accepted and Trusted Page 4 of 5 0.330" 0.160" 0.370" 8 4 nun 4.1 0rn 9.4 ma TH H E E P T L L E WIDTHI M-16, M1116 0.12E 0.250' 0.12W 0. 330' WIDTH M-20, M 11 20 FIGURE 1 ❑ APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (in inches) ESR-1311 I Most Widely Accepted and Trusted Page 5 of 5 ass° 02W GLSW asw goo ooa U, oo Ou 00o Dud —0 4 U 4 g�l000 ooa o00 Q� Dud dud o00 000 000 W99W M-20 HS, MII 20 HS, MT20HS FIGURE 1 ❑ APPROXIMATE DIMENSIONS OF MiTEK CONNECTOR PLATES (in inches) (Continued) IMES Evaluation Report ESR-1311 CBC Supplement* Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 0011 WOOD, PLASTICS AND COMPOSITES Section: 06 17 5311 Shop -Fabricated Wood Trusses REPORT HOLDER: MITEK USA, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 (314) 434-1200 www.mii.com EVALUATION SUBJECT: MiTek® TRUSS CONNECTOR PLATES: M-16, Mll 16, M-20, Mil 20, M-20 HS, MII 20 HS, AND MT20HS❑ 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that MiTek® Truss connector plates M-16, MII 16, M-20, Mil 20, M-20 HS, Mil 20 HS, and MT20HS❑ , recognized in ICC-ES master evaluation report ESR-1311, have also been evaluated for compliance with Chapter 23 of the code noted below. Applicable code edition: 2013 California Building Code (CBC) 2.0 CONCLUSIONS The MiTek® Truss connector plates M-16, MII 16, M-20, Mil 20, M-20 HS, Mil 20 HS, and MT20HS❑ , described in Sections 2.0 through 7.0 of the master evaluation report ESR-1311, comply with CBC Chapter 23, provided the design and installation are in accordance with the 2012 International Building Code'o (113C) provisions noted in the master report and the additional requirements of CBC Chapters 16, 16A, 17, 17A and 23, as applicable. This supplement expires concurrently with the master evaluation report, reissued June 2015 and revised July 2015 *Revised July 2015 /CC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by /CC Evaluation Service, LLC, express or implied, as ' to any finding or other matter in this report, or as to any product covered by the report, Copyright 0 2015 Page 1 of 1 IMES Evaluation Report ESR-1311 FBC Supplement* Reissued June 2015 This report is subject to renewal June 2017. wwwkc-es.orq 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® r - DIVISION: 06 00 000 WOOD, PLASTICS AND COMPOSITES Section: 06 17 5311 Shop -Fabricated Wood Trusses REPORT HOLDER: MITEK USA, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 (314) 434-1200 www.mii.com EVALUATION SUBJECT: MiTek®TRUSS CONNECTOR PLATES: M-16, Mill 16, M-20, Mll 20, M-20 HS, Mil 20 HS, AND MT20HS❑ 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that MiTek® Truss Connector Plates M-16, Mil 16, M-20, Mil 20, M-20 HS, MII 20 HS, and MT20HS❑ , recognized in ICC-ES master report ESR-1311, have also been evaluated for compliance with the codes noted below. Applicable code editions: ■ 2014 and 2010 Florida Building Code❑ Building W 2014 and 2010 Florida Building Code❑ Residential 2.0 CONCLUSIONS The MiTek®Truss Connector Plates M-16, Mil 16, M-20, MII 20, M-20 HS, MII 20 HS, and MT20HS❑ , described in Sections 2.0 through 7.0 of the master evaluation report ESR-1311, comply with the 2014 and 2010 Florida Building Code[] Building and the 2014 and 2010 Florida Building Code❑ Residential, provided the design and installation are in accordance with the International Building Codee (IBC) provisions noted in the master report. Use of the MiTek®Truss Connector Plates M-16, MII 16, M-20, Mil 20, M-20 HS, MII 20 HS, and MT20HS❑ has also been found to be in compliance with the High -Velocity Hurricane Zone provisions of the 2014 and 2010 Florida Building Code❑ Building and the 2014 and 2010 Florida Building Code❑ Residential. For products falling under Florida Rule 9N-3, verification that the report holder's quality -assurance program is audited by a quality -assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official, when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, reissued June 2015 and revised July 2015. *Revised July 2015 ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation far its use. There is no warranty by ]CC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. !� ^a4-