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Plans (54) /IAS U 3S— 7 71. f DLEC 2 a 20 5 MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 9161676-1900 Re: PL13-296 MAIN H Fax 916/676-1909 The truss drawing(s)referenced below have been prepared by MiTek USA, Inc.under my direct supervision based on the parameters provided by Pacific Lumber& Truss Co.. Pages or sheets covered by this seal: R46143138 thru R46143146 My license renewal date for the state of Oregon is June 30,2017. Lumber design values are in accordance with ANSI/TPI I section 6.3 These truss designs rely on lumber values established by others. D PROF G N 2 87022PE 9r' yN N � 9�Aj OREGON AMBER '\1 �O December 16,2015 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. x MiTek"' MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 9161676-1900 Re: PL13-296 MAIN H Fax 916/676-1909 The truss drawing(s)referenced below have been prepared by MiTek USA, Inc.under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: 846 1 43 1 3 8 thru R46143146 My license renewal date for the state of Washington is January 2,2017. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 "These truss designs rely on lumber values established by others. 0,,VON�ISO�j, G0$ttiOR 49639 ti December 16,2015 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. c Job Truss Truss Type QtyPly 846143138 PL13-29B_MAIN_H F01 Floor 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:54:12 2015 Page 1 ID:n7P8VHwEOHn NrCKSg Iy8HFyBhT5-tU?COWg4c?AgdXRZ_rorm VYQObrY3?—kdrybiAy8Osv 0.6-8 2-0-0 2-1-0 I 0-1_11 �� Scale=126.1 1.5x3 13x6= 3x5= 1.5x3 I 3x4= 1.5x3 3x5 = 1 3x4 = 2 3 4 5 6 7 8 14 13 11 10 9 1.50 34= 3x5 = 3x8 = 3x8= 1.5x3 10.6-8 5-0.0 571,8 14-5-8 F 0.fi-9 4-5-8 0.1-8 9-4-0 OG8 Plate Offsets(X,Y)— [1:0-1-8,Edge[,[3:0-2-0,Edge),[4:0-1-3,Edgel,[8:0-1-8,Edge),[12:0-1-12,Edge],[13:0-2-0_Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.29 Vert(LL) -0.06 10-11 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.29 Vert(TL) -0.11 10-11 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) -0.01 8 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:62 Ib FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 1=85/0-6-0,8=445/G-6-0,12=1041/0-4-0 Max Uplift 1=88(1-C 4) Max Grav 1=195(LC 3),8=452(LC 4),12=1041(LC 1) �yT;pNIO FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-322/429,2-3=322/429,3-4=0/1143,4-5=1020/0,5-6=1020/0,6-7=-1266/0, GOS�O�W 7-8=-1266/0 BOT CHORD 12-13=1115/0,11-12=279/0,10-11=0/1451 WEBS 3-12=-469/0,1-13=448/328,2-13=-265/0,3-13=0/1074,8-10=0/1307,7-10=-252/0, y t N 6-11=-473/0,4-11=0/1291,4-12=-1049/0 NOTES- 1.e 49639 wa 1)Unbalanced floor live loads have been considered for this design. 5 9 �T 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131 X 3")nails. Strongbacks to �1 be attached to walls at their outer ends or restrained by other means. ss'I()NALG 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)CAUTION,Do not erect truss backwards. , G N EF9 s/p 2 870 2PE 9r N y �Aj OREGO EF( A. HEp' EXPIRES:06/30/2017 December 16,2015 AWARNING-Verffy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design k based on upon parameters shown,and is for an individual building component,not e a truss system.Before use,the building designer must verify the applicabi ity 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 stabilityand to prevent collapse wth possible personal injury Nand property Ndamn e. For general guidance regarding the fabrication, storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI]Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Hei hts CA 95610 1 t � Job Truss Truss Type Qty Ply R46143139 _ PL13-296MAIN_H F02 Floor 2 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:54:13 2015 Page 1 ID:n7P8VHwEOHnNrCKSg Iy8HFyBhT5-LgZaEshjNJ IXFgOmYYY4J i5ca?FwoajtsVh8Fdy8Osu 1-1-4 2-0-0 i A Scale=1:8.1 1 3x4 = 2 1.5x3 3x4 = 3 ><v v d 7>< d r d 3x5= 1.5x3 6 5 4 1.5x3 3-5-12 3-5-12 0-6-8 Plate Offsets(X,Y)— [3:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.20 Vert(LL) -0.00 5 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.03 Vert(TL) -0.01 4-5 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:17 Ib FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr(flat) TOP CHORD Structural wood sheathing directly applied or 4-0-4 oc purlins, except BOT CHORD 2x4 DF No.18Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 6=199/Mechanical,3=197/0-6-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. QNIQ TOP CHORD 1-2=-321/0,2-3=-325/0T WEBS 3-5=0/331,1-5=0/363 OS OF Wap,, NOTES- 1)Refer to girder(s)for truss to truss connections. C[1 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to — N be attached to walls at their outer ends or restrained by other means. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)CAUTION,Do not erect truss backwards. 4Q639 SSIQNALE�� -1D PROr GIN F9 s�0 2 CC 87 2PE 9r N V OREG N rye OAU~ AMBER HE��P EXPIRES:06/30/2017 December 16,2015 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 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 ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute.218 N.Lee Streel.Suite 312.Alexandria.VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply R46143140 PL13-295_MAIN_H F03 Floor 7 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:54:13 2015 Page 1 ID:n7P8VHwEOH nNrCKSg Iy8H FyBhT5-LgZaEshj NJIXFgOmYYY4Ji5bE?BnoSEtsVh8Fdy8Osu 0-6-8 2-0-0ai 7-0 �0-11-8 �g� Scale=1:27.0 1.5x3 I 3.4= 3.4 3x5= 1.5x3 3x4= 1.5x3 I 3x5= 1 3x4= 2 3 4 5 6 7 8 9 �� Idlb 15 14 12 11 10 1.5x3 13x6= 3x8= 3x8 = 3x8 = 1.5x3 11 5-7$ Plate Offsets(X,Y)= [1:0-1-8,Edge],[3:0-1-14,Edgel,[5:0.1-3,Edgel,[9:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.29 Vert(LL) -0.06 11-12 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.29 Vert(TL) -0.11 11-12 >999 360 BCLL 0.0 Rep Stress Incr YES W3 0.66 Horz(TL) -0.01 9 n/a n/a BCDL 5.0 Code IBC2012fTPI2007 (Matrix) Weight:64 Ib FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 1=114/0-6-0,13=1071/0-4-0,9=441/0-6-0 Max Uplift 1=73(LC 4) Max Grav 1=216(LC 3),13=1071(LC 1),9=451(LC 4) �NIO FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-399/367,2-3=399/367,3-4=0/1277,4-5=0/1276,5-6=-1017/0,6-7=1017/0, G0 7-8=-1265/0,8-9=1265/0 yet Ox YQ BOT CHORD 13-14=926/0,12-13=-323/0,11-12=0/1449 tsf WEBS 1-14=383/409,2-14=-258/0,3-14=0/909,3-13=604/0,9-11=0/1306,8-11=-252/0, N 7-12=-487/0,5-12=0/1297,5-13=-1107/0 NOTES- 49639 tq 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strong backs,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to �} be attached to walls at their outer ends or restrained by other means. ANAL G 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)CAUTION,Do not erect truss backwards. FIR R GINo 9 870 2PE r yN �N DREG -per �cM$ER HE��P EXPIRES:06/30/2017 December 16,2015 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with M7ekMJ connectors.This design is based onN upon parameters shown,and is for an individual building componentnot a truss system.Before use,the building designer must verify the applicabili ty 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 ANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Hei hts CA 95610 1 Job Truss Truss Type Qty Ply 846143141 PL13-296_MAIN_H F04 Floor 2 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:54:13 2015 Page 1 ID:n7P8VHwEOHnNrCKSg Iy8HFyBhT5-LgZaEshj NJ IXFgOmYYY4Ji5bf?AtoRetsVh8Fdy8Osu 0-6-8 0-7-0 2-0.0 0-6-8 Sca e=1:17.6 1.50 11 1.5x3 11 3x4= 1.50 11 1 24x4 = 3 4 5 3x6=6 r d d 10 3x4= 9 8 3x8= 7 3x6= 1.50 11 9-7-8 10.2-0 0.6-a 0.1-9 a-11-8 0-&8 Plate Offsets(X Y)— [2:0-0-12 Edge],[6:0-1-8,Edge],[8:0-2-12,Edge],[9:0-2-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.26 Vert(LL) -0.07 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.35 Vert(TL) -0.12 8-9 >904 360 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(TL) -0.02 6 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:41 Ib FT=0%F,O%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.18Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=508/0-6-0,6=505/0-6-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=0/529,2-3=-1553/0,3-4=-1553/0,4-5=-1460/0,5-6=-1460/0 �yTONI0 BOT CHORD 9-10=0/501,8-9=0/181551 �Y WEBS 6-8=0/1507,5-8=-25110,4-8=-372/0,4-9=274/0,2-9=0/1102,2-10=720/0 G0 ��Of q, to NOTES- ��� ,Z d 1)Recommend 2x6 strong backs,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to i be attached to walls at their outer ends or restrained by other means. 2)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 49639ti0 SIOIVAL� G NEFq `rho 2 870 2PE 9r N y �Aj OREGO ti�OCH 'AC' FMeEa '\.\ OS A. HEP'�P EXPIRES:06/30/2017 December 16,2015 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE k® USE. Design valid for use only with MiTeconnectors.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,seeANSI/rPll Quality Criteria,DS8-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Hei hts CA 95610 W Flob Truss Truss Type Qty Ply 846143142 96_MAIN_H F05 Floor 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:54:14 2015 Page 1 ID:n7 P8VHwEOH nNrCKSg Iy8H FyBhT5-ps6yRBhL8dQOtgby5G3JswemS PYQXyK159Rin3y8Ost 0-6-8 2-0-0 i 0-11-8 i 1-7-4 Scale=1:27.8 1.5x3 II 3x4= 1.5x3 11 3x6= 3x4 = 1.5x3 II 3x4= 1.5x3 1 3x4= 2 3 4 5 6 7 8 9 15 14 13 11 1 1.5x3 II 3x6= 3x6= 3x5 = 3x5 = 3x4 = 10-- 8-0-0 8-1 8 15-11-12 0-6.8 7-5-8 Q1-8 7-10-4 Plate Offsets(X,Y)— [1:0-1-8 Edge] [5:0-2-0 Edge] [12:0-1-12 Edge] [13:0-2-0Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.26 Vert(LL) -0.03 11 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.20 Vert(TL) -0.06 10-11 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.00 10 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:67 Ib FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 1=321/0-6-0,10=338/0-1-12,12=1053/0-4-0 Max Gray 1=357(LC 3),10=373(LC 4),12=1053(LC 1) FORCES. (lb)-Max.Camp./Max.Ten.-All forces 250(lb)or less except when shown. >;ffNIo p TOP CHORD 1-2=-919/0,2-3=-919/0,3-4=-68/438,4-0=64/438,5-6=0/1111,6-7=987/0, �C 7-8=-987/0 0 O� BOT CHORD 13-14=108/806,12-13=1072/0,11-12=335/351,10-11=0/859 ) WEBS 512=-597/0,1-14=0/948,2-14=253/0,3-13=-898/0,513=0/892,8-10=901/0, C-2/0, 6-11=0/780,6-12=1209/0 �1 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. rpm �b49639 �V 3)Recommend 2x6 strong backs,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. SSIONAL G 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. ROF GI EFq 19 2 87 2PE yN ^N �Aj OREGO 'p0 FtiI$ �1 �p EF P O `s A. HES EXPIRES:06/30/2017 December 16,2015 Z WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGEMII-7473 rev.10/07/2015 BEFORE USE. Design valid for use only v`�ith MTek®connectors.This design is basedon uponparameters shown,and is for an individual building component,not a truss system.Before use,}he building designer must verify the applicabi i♦y of designparameters and properly incorporate this design into the overallbuilding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• s always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the abrication,storage,delivery.erection and bracing of trusses and truss systems,see ANSI/TPll Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite M.Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 w Job Truss Truss Type T"'y FPYjl R46143143 PL13-296_MAIN_H F06 Floor ob Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:54:14 2015 Page 1 ID:n7 P8VHwEOHnNrC KSg Iy8H FyBhT5-ps6yRBhL8dQOtgby5G3JswenwPYOX2W159Rin3y8Ost 2-0-0 [ 1-7-4 ] 1 1-3-12 Scale:112"=1' 1.5x3 11 3x4= 1.5x3 11 3x4= 3x5= 1.5x3 3x4 = 1.5x3 1 2 3 4 5 6 7 8 15 Ich 1 12 10 9 3x4= 3x5= 3x5= 3x6= 3x4 = 7-10-4 7-1112 13-8-0 7-10� 0-1-A Plate Offsets(X Y)— [5:0-1-8 Edge] [11:0-1-12 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.23 Vert(LL) -0.03 12 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.20 Vert(TL) -0.06 12-13 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.01 11 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:59 Ib FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 OF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing:12-13. REACTIONS. (Ib/size) 13=359/0-1-12,11=925/0-4-0,9=205/Mechanical Max Grav 13=375(LC 3),11=925(LC 1),9=260(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. -TOMO TOP CHORD 2-3=-1000/0,3-4=1000/0,4-5=0/846,5-6=261/360,6-7=-262/360 P' e BOT CHORD 12-13=0/870,11-12=-100/367,10-11=819/0,9-10=100/505 WEBS 5-11=492/0,2-13=911/0,4-12=0/715,4-11=-1139/0,7-9=529/105,7-10=441/0, 510=0/798 y N NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. �� 49639 w 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ss1C►1VALE�G 5)CAUTION,Do not erect truss backwards. G Nile s�o 2 87022PE 9r N ,C OREG ER OSA EXPIRES:06/30/2017 December 16,2015 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only`Mth MiTek®connectors.This design is based on upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must venfy the applicabi iN of design parameters and properly incorporate this design into the overall is' 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 ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,210 N.Lee Street,Suite 312,Alexandria,VA 22314, Suite 109 Citrus Heights,CA 95610 rJob Truss Truss Type F" T 846143144 13-296 MAIN H F07 Floor 1 FJ.IR.1erence o tional Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:54:15 2015 Page 1 I D:n7P8VHwEOHnNrC KSgly8HFyBhTS13gLfXizvwYFU_A8fzaYO7AxDpsGGLKAJpAFJVyBOss r-2-0-0 1-7-4 F-(1-11=8-� PSI Scale=1:31.6 1.5x3 1.5x3 i 3x4= 1.5x3 3x4= 3x4 3x6 = 3x6 FP= 3x4= 1.5x3 3x5= 1 2 3 4 5 6 7 8 9 10 11 dI IaId 1 17 16 14 13 12 3x4= 3x6= 3x6 FP= 3x8= 3x8= 3x8= 1.5x3 8-1-4 7-10� 0.A 94-0 0-6-8 Plate Offsets(X Y)— [6:0-1-15,Edgej [11:0-1-8 Edgej LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.32 Vert(LL) -0.06 13-14 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.29 Vert(TL) -0.11 13-14 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(TL) -0.01 11 n/a n/a BCDL 5.0 Code IBC2012rrP12007 (Matrix) Weight:76 Ib FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 18=309/0-1-12,15=1199/0-4-0,11=424/0-6-0 Max Grav 18=369(LC 3),15=1199(LC 1),11=451(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TO IQ TOP CHORD 2-3=-961/206,3-4=-961/206,4-5=0/1474,5-6=0/1476,6-7=1011/54,7-8=-1011/54, re +Q� 8-9=-1011/54,9-10=1263/0,10-11=1263/0 BOT CHORD 17-18=29/850,16-17=647/309,1516=647/309,14-15=551/0,13-14=0/1445 WEBS 2-18=-890/30,4-17=0/879,4-15=-1297/0,11-13=0/1304,10-13=-252/0,9-14=-543/0, +7 x i 6-14=0/1357,6-15=1082/0 — NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)18. p� ,�,pp��49639 3)Recommend 2x6 strong backs,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. s`'A XALE�G 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. tiD PROF � F GENE ssi 5 F,9 X29 87 2PE r N rN ORE G N ti�Off~ AMBER �1 EXPIRES:06/30/2017 December 16,2015 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 MiTek• is always required for stability and to prevent collapse Wth possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Suite 109 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Citrus Heights,CA 95610 Job Truss Truss Type QtyPly R46143145 PL13-296_MAIN_H F08 Floor 2 TJob rence(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:54:15 2015 Page 1 ID:n7P8VHwEOHnNrCKSg Iy8H FyBhT5-13gLfXizvwYFU_A8fzaYO7AyLptbGQMAJpAFJVy8Oss 0-6-8 2-0-0 1-7-0 4 1-7- �� Scale=1:25.2 1.5x3 3x4 = 3x4 I 3x4= 1.5x3 3x4= 1.5x3 1 3x4= 2 3 4 5 6 7 8 13 12 10 9 1.5x3 3x5= 3x8= 3x5= 3x4= 6-7-8 64-8 OS8 5-10-0 0- 7-10-4 Plate Offsets(X Y)— [1:0-1-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.25 Vert(LL) -0.03 10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.21 Vert(TL) -0.06 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WE 0.37 Horz(TL) 0.00 9 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:61 Ib FT=O%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 1=235/0-6-0,11=956/0-4-0,9=356/0-1-12 Max Grav 1=283(LC 3),11=956(LC 1),9=376(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. JO IO TOP CHORD 1-2=-647/44,2-3=-646/44,3-4=0/881,4-5=0/881,5-6=1006/0,6-7=1005/0 BOT CHORD 11-12=352/300,10-11=151/383,9-10=0/869 WEBS 1-12=-49/665,2-12=258/0,3-12=0/526,3-11=908/0,7-9=910/0,5-10=0/723, 5-11=-1142/0 y _ � A NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. 1. 49639 Q7� 3)Recommend 2x6 strong backs,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 1C' 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. ssjQNALE�� 5)CAUTION,Do not erect truss backwards. VD PRO GINEF,9 `r�0 2 87 2PE 9 yN ,N 7, �Aj, OREGO OS A. HE ��P EXPIRES:06/30/2017 December 16,2015 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. �� Design valid for use only with MiTek®connectors.This design is based only upon parametersshown,and is for an individual building component,not E 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 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1PII Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus l'- hts CA 95610 Job Truss Truss Type Qty Ply R46143146 PI-13-29(5-MAIN H F09 Floor 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:54:16 2015 Page 1 ID:n7PSVHwEOHnNrCKSg Iy8H FyBhTS-m FEjstjbgEg668kLDh5nxLj5gOBG?mpKYTworxy80sr i 611-4 2-0.0 i 0.^ Scale=1:19.3 1.5x3 1.5x3 3x4= 1.5x3 1 23x4 — 3 4 5 3x6=6 N d d d 1 g 83x8 = 7 3x6= 1.5x3 3x4 = 0,1-a 9-5-4 0-1-8 9-3.12 0.E-8 Plate Offsets(X,Y)— [2:0-0-15,Edge),[6:0-1-8,Edge],[8:0-2-8,Edge[,[9:0-2-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.26 Vert(LL) -0.08 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.37 Vert(TL) -0.13 8-9 >858 360 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) -0.00 6 n/a n/a BCDL 5.0 Code IBC2012/71312007 (Matrix) Weight:41 Ib FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. (Ib/size) 6=524/0-6-0,10=527/0-1-12 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1750/0,3-4=1750/0,4-5=-1531/0,5-6=-1530/0 410NIO BOT CHORD 9-10=0/759,8-9=0/1948 WEBS 6-8=0/1580,5-8=-251/0,4-8=-438/0,2-9=0/1038,2-10=905/0 G0 NOTES- ro _ 0 �y 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. [�1 2)Recommend 2x6 strong backs,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. Ids 451639 wa 4)CAUTION,Do not erect truss backwards. O.� FIs rER� �SSIONALG ,,D PRO R OFFSS c� GINEF I/ N O � � 9 2 87 2PE 9 N ,N y �Aj OREGO ty�Off~ ccyBER �1 0`s A. HE��P EXPIRES:06/30/2017 December 16,2015 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MFekd 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 ANSI/111`11 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property a offsets are indicated. (Drawings not to scale) Damage or Personal Injury IF 1 Dimensions are in ft-in-sixteenths. Li�� Apply plates to both sides of truss j 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See BCSI. TOP CHORDS 01 ci-2 c2-3 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves WEBSc34 4 may require bracing,or alternative Tor I OF T p bracing should be considered. O b 0 3. Never exceed the design loading shown and never U U stack materials on inadequately braced trusses. O0 0 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c e ff 5-b designer,erection supervisor,property owner and plates 0-'Ag' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. "Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or Upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the width measured perpendicular ESR-131 1,ESR-1352,ESR 1988 responsibility of truss fabricator.General practice is to 4 x 4 to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14.Bottom chords require lateral bracing 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. __ 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. ® 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards' project engineer before use. ANSI/TPII: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction, and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. s not sufficient. BCSI: Building Component Safety Information, MiTek® 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing &Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev. 10/03/2015 MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL13-296 UPPER Fax 916/676-1909 The truss drawing(s)referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: R46143147 thru R46143155 My license renewal date for the state of Oregon is June 30,2017. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. C� G N F9 `r�O 2 87022PE 9� N ,CV OREGON AMBER '\\ �O OS 4. HEP`�P EX December 16,2015 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. 4 MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 9161676-1900 Re: PL13-296 UPPER Fax 9161676-1909 The truss drawing(s)referenced below have been prepared by MiTek USA, Inc.under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: R46143147 thru R46143155 My license renewal date for the state of Washington is January 2,2017. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. �y,VONIO ,p PO N 49639 SS �1yCs December 16,2015 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. Job Truss Truss Type Qty Ply R46143147 PL13-296 UPPER F01 FLOOR 5 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:54:29 2015 Page 1 ID:sxP?cUgmz47Fo2VY91 rvgHyCOC2-tlWdbKtIcEJGA8EgUvggy4mHoSZBYfOEX?Z_phy8Ose 2-6-0 2-0-1 m_1--2-0 1-11-1 2-b0 2-0-0 0-P48 Scale=1:30.4 1.5x3 II 1.5x3 13x8= 1.5x3 3x4= 1.5x3 3x4= 1.5x3 3xB= 1.5x3= 1 2 17 3 4 5 6 7 8 9 m 16 m 1 14 13 12 11 3x5= 3x10= 3x4= 1.5x3 I 3x8= 3x6 = 11-0-11 9-10-11 10-511 1 17-512 9-10.11 0.7-0 0.7-0 6-51 Plate Offsets(X Y)— [6:0-1-8 Edge) [13:0-1-8 Edge[ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.50 Vert(LL) -0.32 13-14 >644 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.63 Vert(TL) -0.52 13-14 >398 360 BCLL 0.0 Rep Stress Incr NO WB 0.79 Horz(TL) 0.07 10 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:78 Ib FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 240OF 2.OE(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 240OF 2.OE(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid Ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 10=967/0-5-12,15=1025/0-5-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-17=-3775/0,3-17=-3775/0,3-4=-3775/0,4-5=4085/0,5-6=4085/0,6-7=-3108/0,7-8=-3108/0 �yITONIO BOT CHORD 14-15=0/2324,13-14=0/4280,12-13=0/4085,11-12=0/4085,10-11=0/1837 , j,,. WEBS 2-15=2495/0,2-14=0/1557,3-14=299/0,4-14=542/0,4-13=-486/317,8-10=2024/0,8-11=0/1413,6-11=-1215/0 G�5 4r0� "'G+�7 NOTES- hO dvi 1)Unbalanced floor live loads have been considered for this design. y N 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION,Do not erect truss backwards. 49639 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)96 Ib down at 4-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. ' �g� 11 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). SSIONALG LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf)Vert:10-15=10,1-9=100 �� P R OFFSIS Concentrated Loads(Ib) \� (GNG)NEFR /0 Vert:17=96(1`) 87 2 �r N ,C\j �'y SAT GREG N F,yBER \'\OS A. HS.- EXPIRES:06/30/2017 December 16,2015 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev.10/03/2015 BEFORE USE. Design valid for use only with M7ekt9)connectors.This design is based on upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicabi i♦y of design parameters and properly incorporate this design into the overall No' 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 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPlr Quality Criteria,DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Suite 109 m Citrus Heights,CA 95610 i Job Truss Truss Type City Ply R46143148 P1-13-296 UPPER F02 FLOOR 7 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:54:29 2015 Page 1 ID:sxP?cU9mz47Fo2W91 rvgHyCOC2-tlWdbKtIcEJGA8EgUvggy4mFxSV6YgNEX?Z,_phy8Ose i 9-M t 2-0�0� 1-2-11 i 1�i 2-5-1 2-6-0 0-P48 Scale=1:29.8 1.5x3 1.5x3 3x6= 1.5x3 3x4 = 1.5x3 3x4= 1.5x3 3x8= 1.5x3= 1 2 3 4 5 6 7 8 9 61 11 m 16 -14 15 14 13 12 11 3x4= 3x8 = 1.5x3 3x4= 3x8= 3x6 = 5-7-362=3 6-9-3 17-2-4 5-7-3 10-11 Plate Offsets(X Y)— [4:0-1-8 Edge] [12:0-1-8 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.62 Vert(LL) -0.34 11-12 >594 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.89 Vert(TL) -0.57 11-12 >361 360 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(TL) 0.07 10 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:76 Ib FT=O%F,O%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 10=929/0-5-12,15=935/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2904/0,3-4=2904/0,4-5=-3688/0,5-6=-3688/0,6-7=-3434/0,7-8=3434/0 •toNIO BOT CHORD 14-15=0/1717,1314=0/3688,12-13=0/3688,11-12=0/3969,10-11=0/2120 WEBS 4-13=0/258,2-15=1908/0,2-14=0/1319,8-10=2262/0,8-11=0/1410,6-11=575/0,6-12=-531/258,4-14=1105/0 GOS NOTES- 1)Unbalanced floor live loads have been considered for this design. — N 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strong backs,on edge,spaced at 10-0-0 oc and fastened to each truss with 310d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. �+p 4Q639 4)CAUTION,Do not erect truss backwards. Q� � iST 9 �SSIONAL � GIN `r�o 2 CC 8 2PE 9� N CV y �`0 OREGO FABER '\� OS A. HIs EXPIRES:06/30/2017 December 16,2015 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only With MiTe1<0 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 ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 z at Job Truss Truss Type QtyPly 846143149 PL13-296 UPPER F03 FLOOR 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:54:29 2015 Page 1 ID:sxP?cU9mz47Fo2VY91rvgHyCOC2-tlWdbKtIcEJGA8EgUvggy4mJ9SbTYn?EX?Z phy8Ose 0-1-8 H 2-6-0 1-2-71 1-2-0 1-7-5 Scale=1:18.2 1.5x3 11 3x4= 1.5x3 3x4= 1.5x3 11 1 2 3 4 5 3x4= 6 12 m 1.5x3 10 9 8 3x6= 1.5x3 11 1.5x3 3x6= 3x4= 6-8-77-10.7 r 6-8-7 0_7-0 0.7-0 1-10_5 Plate Offsets(X Y)— [4:0-1-8 Edge] [5:0-1-8 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def! L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.35 Vert(LL) -0.07 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.49 Vert(TL) -0.12 10-11 >979 360 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:45 Ib FT=0%F,O%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 11=519/0-5-12,7=525/0-5-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1318/0,3-4=1318/0,4-5=914/0 �yWNTO BOT CHORD 10-11=0/1044,9-10=0/914,8-9=0/914,7-8=0/914 r' WEBS 2-11=1110/0,2-10=0/294,3-10=-290/0,4-10=01549,5-7=1054/0 GD W �� NOTES- 1)Unbalanced floor live loads have been considered for this design. y O� 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION,Do not erect truss backwards. 49639 IVa �sstIDNAL G RO F FF9 19 2 87022PE 9r yN �N �Aj OREG N AMBER \1 A. HE��P EXPIRES:06/30/2017 December 16,2015 AWARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGEMil-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 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 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component Suite 109 Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA 95610 r Job Truss Truss Type Qty Ply R46143150 PI-13-296--UPPER F04 FLOOR 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:54:30 2015 Page 1 ID:sxP?cU9mz47Fo2VY91 rvgHyCOC2-Lx4?oguN NXR7olp11 dL3Vl I WYsxtH CZNmfJYL7y8Osd 0-1-8 H 2-6-01, 1i-7 l 1-2-0 1-9-5 Scale=1:21.4 1.5x3 I 1.5x3 = 3x4= 1.5x3 11 3x4= 1.5x3 11 3x4= 1.5x3 II 1 2 3 4 5 6 7 m 3 m 11 10 9 3x4= 8 3x6= 3x6= 1.5x3 3x4= 7-11-15 6�8-7 7-3-7 7-10-7 12-4-12 r7 a7-0 a7_o a1 4-13 Plate Offsets(X,Y)— [4:0-1-8,Edgel,[9:0-1-8,Edg4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.25 Vert(LL) -0.10 10-11 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.48 Vert(TL) -0.16 11-12 >938 360 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.03 8 n/a n/a BCDL 5.0 Code IBC2012lrP12007 (Matrix) Weight:56 Ib FT=O%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 12=665/0-5-12,8=671/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2060/0,3-4=2060/0,4-5=1959/0,5-6=-1959/0 ,yJONIO BOT CHORD 11-12=0/1426,10-11=0/1959,9-10=0/1959,8-9=0/1401 WEBS 2-12=1519/0,2-11=0/680,3-11=-259/0,4-11=199/302,6-8=-1504/0,6-9=0/703 G0 NOTES- 1)Unbalanced floor live loads have been considered for this design. — N 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. �� 49639 w� 4)CAUTION,Do not erect truss backwards. 011, 13SIONAL G -D PRO GIN `rho 2 87 2PE 9 yN �N SAT OREGO �0, ��BER OS A HE��P EXPIRES:06/30/2017 December 16,2015 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7477 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based on upon parameters shown,and is for an individual building component,not a truss NK system.Before use,the building designer must verify the applicabi ity 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 ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 M l Job Truss Truss Type Qty Ply R46143151 P1-13-296_UPPER F05 FLOOR 11 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:54:30 2015 Page 1 ID:sxP?cUgmz47Fo2W91 rvgHyCOC2-Lx4?oguN NXR7olp11 dL3V I IWmsO_H HrNmfJYL7y8Osd 2-6-0 1_1 Q0 i 2-4-4 Scale=1:18.2 1.5x3 11 3x4= 3x4 II 3x4= 1.5x3 11 1 2 3 4 5 m m 8 6 3x4= 3x8= 3x4= 4-7-0 9-8-4 4-7-0 5-1-4 LOADING(psf) SPACING- 2-0.0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.23 Vert(LL) 0.00 7 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.15 Vert(TL) -0.06 6-7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC20121TP12007 (Matrix) Weight:44 Ib FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 9-8-4 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 7=626/0-6-0,8=197/Mechanical,6=229/Mechanical Max Grav 7=626(LC 1),8=216(LC 3),6=245(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 6-7=0/319 GOS 11 W IQ p, WEBS 2-8=264/16,2-7=408/0,4-6=342/0,4-7=-487/0 F`' ��`C� NOTES- o 1)Unbalanced floor live loads have been considered for this design. y 2)Refer to girder(s)for truss to truss connections. [�1 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Old(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. +� 49639 cya �SSI�NALG RO GP, 2 87 2PE 9 N 1N OREGO AMBER OS A. He EXPIRES:06/30/2017 December 16,2015 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based onN upon parameters shovm,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 ANSI/TPI I Quality Criteria,DSB-89 and BCS]Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Hei hts CA 95610 f JobTruss Truss Type Qty Ply R46143152 PL13-296_UPPER F06 FLOOR 8 1 Jab Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:54:31 2015 Page 1 ID:sxP?cU9mz47Fo2VY91 rvgHyCOC2-g8eO??v?8rZzPRODbKsl2Vrd9GA60ZPX?J25tay8Osc 0-1-8 H i 2-8-0 2-6-0 11i 7 1-2 0 1-7-5 1-9-0 Scale:3/8"=1' 3x8 = 3x4 = 3x4= 3x4= 3x8= 1 2 3 4 5 6 7 8 9 10 11 m �co 17 16 15 14 13 3x6= 3x10 = 3x4= 3x5 = 3x10 = 3x4= 6-8-7 7-37 7-10.7 18-8-12 6-8-7 0.7-0 0.7-0 10.10.5 Plate Offsets(X Y)— [4:0-1-8,Edge] [15:0-1-8 Edoel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.45 Vert(LL) -0.38 14-15 >580 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.92 Vert(TL) -0.61 14-15 >365 360 BCLL 0.0 Rep Stress Ina YES WB 0.81 Horz(TL) 0.09 12 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:85 Ib FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 240OF 2.OE(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing, Except: 2-2-0 cc bracing:14-15. REACTIONS. (Ib/size) 18=1014/0-5-12,12=1020/0-5-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. IpNIO TOP CHORD 2-3=-3819/0,3-4=3819/0,4-5=-4468/0,5-6=-4468/0,6-7=4522/0,7-8=-4522/0,8-9=2992/0,9-10=2992/0 ,11� BOT CHORD 17-18=012335,16-17=0/4468,15-16=0/4468,14-15=0/4720,13-14=0/3926,12-13=0/1680 r� WEBS 2-18=2492/0,2-17=0/1593,4-17=1001/0,10-12=1919/0,10-13=0/1498,8-13=1066/0,8-14=0/682,6-14=318/0, 6-15=535/246 02� NOTES- N 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Recommend 2x6 strong backs,on edge,spaced at 10-0-0 cc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to 4� 49639 Qr� be attached to walls at their outer ends or restrained by other means. Q� P I 4 CAUTION,Do not erect truss backwards. �SSI�IVAL�G PROF G EF9 s% CC 87 2 9r N CIV y �`0 OREG N ti�OWN c°M$ER \'\� � `SA. HE \_ EXPIRES:06/30/2017 December 16,2015 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,111.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekd 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 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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. Suite 109 Citrus Hei hts CA 95610 w Job Truss Truss Type Qty FyTJob R46143153 PL13-29fiUPPER F07 FLOOR 8 eference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:54:31 2015 Page 1 ID:sxP?cUgmz47Fo2VY91 rvgHyCOC2-gBeO??v?8rZzP RODbKsl2Vrf2GGgOd5X?J125tay8Osc 2-60 1� 1-2-D 1-�-13 --, _n 1'8 Scale=1:26.4 1.5x3 I 1.5x3 13x5 = 1.5x3 I 3x4= 1.5x3 3x4= 1.5x3 3x5= 1.5x3= 1 2 3 4 5 6 7 8 9 m 16 m 1 14 13 12 11 3x4 = 3x8= 3x4= 1.5x3 3x8= 3x6= 7-10-158-51519-[}15 15-2-12 7_10-1s IM -Q 6-1_13 Plate Offsets(X,Y� [6:0-1-8,Edge] [13:0-1-8 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.33 Vert(LL) -0.18 13-14 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.56 Vert(TL) -0.29 13-14 >632 360 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.05 10 n/a n/a BCDL 5.0 Code IBC2012rTP12007 (Matrix) Weight:69 Ib FT=0%F,O%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 10=821/0-5-12,15=827/0-5-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2514/0,3-4=2514/0,4-5=-3048/0,5-6=-3048/0,6-7=2515/0,7-8=-2515/0 kJO I0 BOT CHORD 14-15=0/1498,1314=0/3020,12-13=0/3048,11-12=0/3048,10-11=0/1531 WEBS 2-15=1665/0,2-14=0/1129,4-14=562/0,8-10=1687/0,8-11=0/1094,6-11=769/0,4-13=-214/353 NOTES- h 0 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION,Do not erect truss backwards. 49639 443 �SSI�NAL�G� G N Fq 19/ 870 2 r N yp�Aj, OREGO 'CF� -\1� e O ER P S A. HIS EXPIRES:06/30/2017 December 16,2015 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only Wth MTe1<8 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 muses and truss systems,see ANSI/TPII quality Criteria.DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 A Job Truss Truss Type Qty Ply R46143154 PL13-296 UPPER F08 FLOOR 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:54:31 2015 Page 1 ID:sxP?cU9mz47Fo2W91 rvgHyCOC2y8eO??v?8rZzPRODbKsl2VrhfGMaOkRX?J25tay8Osc 2-3-0 2-6-n i 1 1.5x3 1 2 3x4= 3 1.5x3 11 Scale=1:9.7 m m 5 4 3x4= 3x4= 5-0-0 SII s-aD LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.22 Vert(LL) 0.00 5 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.19 Vert(TL) -0.11 4-5 >544 360 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:23 Ib FT=0%F,O%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=268/Mechanical,5=268/Mechanical FORCES. (Ib)-Max.Comp./Max,Ten.-All forces 250(lb)or less except when shown. BOT CHORD 4-5=0/367 WEBS 2-4=-394/0,2-5=-400/0 G�5 O'�w r 'vY NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to rd be attached to walls at their outer ends or restrained by other means. N slaM�,� cso GI NEF 0- :0- 87022 2 87022PE �r ( ,CV OREG N ti�OWN ER �1 0 EXPIRES:06/30/2017 December 16,2015 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only With MiTek®connectors.This design is based on upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicabi ity 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 ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Suite 109 Citrus Heights.CA 95610 Job Truss Truss Type Qty Ply R46143155 PL13-296 UPPER F09 FLOOR 4 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:54:32 2015 Page 1 ID:sxP?cU9mz47Fo2VY91rvgHyCOC2-IKCmDLvdv9hg1bzP92NXajNmRfaMIOSgEzoeQOy8Osb 2-6-0 , 2-0-3 ---- l�i 1-11-1 9-0-0 i 2-0-0 aP8 Scale=1:30.4 1.5x3 II 1.5x3 3x8= 1.5x3 3x4= 1.5x3 11 3x4= 1.5x3 3x8= 1.5x3= 1 2 3 4 5 6 7 8 9 m m 16 1 14 13 12 11 3x5= 3x10= 3x4= 1.5x3 3x10 = 3x6 = 11-0-11 9-10-11 10-571 i 17-5-12 9-10-11 0-7-0 0-7-0 6-11 Plate Offsets(X,Y)— [6:0-1-8,Edge),[13:0-1-8,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.54 Vert(LL) -0.33 13-14 >621 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.67 Vert(TL) -0.54 13-14 >384 360 BCLL 0.0 Rep Stress Incr NO WB 0.82 Horz(TL) 0.07 10 n/a n/a BCDL 5.0 Code IBC2012/ 1312007 (Matrix) Weight:78 Ib FT=O%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 240OF 2.10E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 240OF 2.0E(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=987/0-5-12,15=1004/0-5-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3763/0,3-4=3763/0,4-5=-4228/0,5-6=-4228/0,6-7=3192/0,7-8=-3192/0 �1TON1O jr� BOT CHORD 14-15=0/2255,13-14=0/4483,12-13=0/4228,11-12=0/4228,10-11=0/1881 WEBS 2-15=2421/0,2-14=0/1619,4-14=773/0,4-13=553/299,8-10=2073/0,8-11=0/1457,6-11=1280/0 GAS SOF W �(l�� y, NOTES- OD 1)Unbalanced floor live loads have been considered for this design. N 2)Recommend 2x6 strong backs,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION,Do not erect truss backwards. 49639 y0- 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)96 Ib down at 7-9-0 on top chord. fir{ �FGISTER'�P' The design/selection of such connection device(s)is the responsibility of others. 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). SS+jON�,,1G LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 P ROF`css Uniform Loads(plf)Vert.10-15=10,1-9=100 EO Concentrated Loads(lb) \� �NGINEF9 /02 Vert:4=-96(F) 870 2PE 9r N OREGO - OWN FMBER '\ OS A. HEP`�P EXPIRES:06/30/2017 December 16,2015 AWARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev.10/0312015 BEFORE USE. Design valid for use only Wth M7ekt5 connectors.This design is based only upon parameters shown,and is for an individual building component,not a frau 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 ANSI/TPl1 quality Criteria,DSB-89 and SCSI Buiding Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. suite 109 Citrus Heights,CA 95610 f Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property ° offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or x-bracing,is always required. See BCSI. TOP CHORDS 1 �� c1-2 c2-3 2. Truss bracing must be designed by an engineer.For Q'/16 AC16 wide truss spacing,individual lateral braces themselves o WEBS may require bracing,or alternative Tor I T O sL p bracing should be considered. O 3. Never exceed the design loading shown and never Ustack materials on inadequately braced trusses. oll CL4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C7-8 c�2 designer,erection supervisor,property owner and plates 0-'Ag' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from "Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. NUMBERS/LETTERS. Software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the width measured perpendicular ESR-131 1,ESR-1352,ESR 1988 responsibility of truss fabricator.General practice is to 4 x 4 to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14.Bottom chords require lateral bracing 10 spacing, or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2012 MiTek@ All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. _�® 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, MiTek® 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev. 10/03/2015