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Plans (245) mitk Huls` , '(`C\cks.S \ • MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: PL17-30 UP_A Fax 916/676-1909 3376 SELLWOOD A 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: R51740860 thru R51740883 My license renewal date for the state of Oregon is June 30,2019. eco v\GI Ec. �c izt 87022PE 9� N N . %,). OREGON (f) . O )M6ER 1� OS A. HE?' E : 1: S September 18,2017 Hernandez,Marcos IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. MiTeke MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: PL17-30 UP A Fax 916/676-1909 3376 SELLWOOD A 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: R51740860 thru R51740883 My license renewal date for the state of Washington is January 2,2019. 0SONIIOO,, ciV -T A co 6 rr ",6 4, 49639 a� �GISTBR ' ss ‘442s September 18,2017 Hernandez,Marcos IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. Job Truss Truss Type Qty Ply 3376 SELLWOOD A R51740860 PL17-30_UP_A F01 FLOOR 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:11 2017 Page 1 I D:g9AtI6XdD82dZo8mis?i rcyuZ?C-UBo_HaxzEn94gv_IPoIbXOAVgOXF4DML5f8isQycQKg 1 1-0-0 1 p-6-911 1-2-0 110-11-11 1 1-6-0 1 Scale=1:32.5 3x4 = 3x4= 3x4= 3x4= 3x4= 3x4 = 3x4= 4x4= 3x4= 1 2 3 4 6 7911- O - •- c„ ..._ /\: e <ff' 29 28 27 26 25 24 23 22 21 20 3x4 = 3x5= 3x5 = 3x5= 3x5 = 3x5= 3x5 = 4x5 = 3x4= 3x4 = 16-10-1 1 15-8-1 116-3-11 19-6-12 1 15-8-1 0-7-0 0-7-0 2-8-11 Plate Offsets(X,Y)-- f16:0-1-8,Edge),f21:0-1-8,Edge1 LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL) -0.21 25 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.47 Vert(TL) -0.33 25 >718 360 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.04 20 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:97 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF 2400F 2.0E(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 30=535/0-3-12,20=535/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1012/0,3-4=-1012/0,4-5=-1771/0,5-6=-1771/0,6-7=-2284/0,7-8=-2284/0, 8-9=-2548/0,9-10=-2548/0,10-11=-2568/0,11-12=-2568/0,12-13=-2336/0, 13-14=-2336/0,14-15=-1895/0,15-16=-1895/0,16-17=-1399/0,17-18=-1399/0 BOT CHORD 29-30=0/538,28-29=0/1421,27-28=0/2057,26-27=0/2445,25-26=0/2587,24-25=0/2480, 23-24=0/2129,22-23=0/1399,21-22=0/1399,20-21=0/789 WEBS 16-22=-350/0,17-21=-404/0,2-30=-739/0,2-29=0/651,4-29=-562/0,4-28=0/481, 6-28=-392/0,6-27=0/312,14-24=0/294,14-23=-330/0,15-23=-309/0,16-23=0/907, 18-20=-937/0,18-21=0/848 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 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. �� 2"7 �y cONIO ,. 87022PE r �a' Of w/ ,. .' aO d _ F � N A OREGON � k� o� N� A. HR fiSSIO1HALf� EXPIRES: 06/30/2019 September 18,2017 4 I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. MN` Design valid for use only with MiTekiS 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 IVIWTek° 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 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 3376 SELLWOOD A R51740861 PL17-30_UP_A F02 FLOOR 7 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:14 2017 Page 1 I D:g9AtI6XdD82dZo8mis?i rcyuZ?C-vmT7vbzsWiXfhMjK4w118I o2YbZoHaPnnd MMSIycQKd 1 1-0-0 I 1 1-0-9 II 1-2-0 110-11-11 I Scale=1:33.3 1.5x3 I I 1.5x3 I I 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 I I 1.5x3 II 1.5x3 II 1.5x3 I I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 17 W. 29 28 27 26 25 24 23 22 21 20 3x6= 3x5= 3x5 = 3x5 = 3x5 = 1.5x3 II 3x5= 3x6 = 13-1-1 I 11-11-1 i2-6-1 I 19-6-12 11-11-1 0-7-0 b-7-0 6-5-11 Plate Offsets(X,Y)-- f12:0-1-8,Edgel,f23:0-1-8,Edgel LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (Ioc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.30 Vert(LL) -0.25 25 >915 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.48 Vert(TL) -0.40 25 >586 360 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(TL) 0.06 20 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:97 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400E 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF 2400F 2.0E(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 30=713/0-3-12,20=713/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1349/0,3-4=-1349/0,4-5=-2361/0,5-6=-2361/0,6-7=-3045/0,7-8=-3045/0, 8-9=-3397/0,9-10=-3397/0,10-11=-3451/0,11-12=-3451/0,12-13=-3163/0, 13-14=-3163/0,14-15=-2353/0,15-16=-2353/0,16-17=-1353/0,17-18=-1353/0 BOT CHORD 29-30=0/718,28-29=0/1894,27-28=0/2742,26-27=0/3259,25-26=0/3449,24-25=0/3163, 23-24=0/3163,22-23=0/2743,21-22=0/1889,20-21=0/719 WEBS 13-23=-307/0,2-30=-985/0,2-29=0/868,4-29=-749/0,4-28=0/641,6-28=-523/0, 6-27=0/416,8-27=-294/0,12-25=-76/522,18-20=987/0,18-21=0/870,16-21=-736/0, 16-22=0/638,14-22=-535/0,14-23=0/678 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 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. � a PR°gess ENGINEER �� 2 TONIp ' " 87022PE 9r �a5 0v WAs ta y Aj, OREGON tis 41./ �On�M13ER '`� PCO �� ��G s g �a S A. He vssIONALE-1 EXPIRES: 06/30/2019 September 18,2017 4 4 A WARNING-Verify 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 parameters shown,and is for an individual building component,not 1111 ^ 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/TPI1 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 3376 SELLWOOD A R51740862 PL17-30_UP_A F04 FLOOR 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:17 2017 Page 1 I D:g9Atl6XdD82dZo8mis?ircyuZ?C-JL9GXd0kpdvEYgSvm3s?mfQXIpZaUwiETbb034ycQKa 1-0-0 1 11-0-13 1-2-0 I I0-11-7 Scale=1:34.2 3x4= 3x5 = 3x4= 3x4= 3x4 = 3x4= 3x4 = 3x6 FP= 3x4 = 3x5 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 0 e e 33 32 31 30 29 28 27 26 25 24 23 22 3x4= 3x6 = 3x6 FP= 3x5 = 3x5 = 3x5= 3x4= 3x4= 3x5 = 3x6 = 3x4 = 1.5x3 SP= 3x5= 20-6-12 20-6-12 Plate Offsets(X,Y)-- 125:0-1-8,Edge1,(26:0-1-8,Edgel LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 40.0 Plate Grip DOL. 1.00 TC 0.36 Vert(LL) -0.32 26-27 >777 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.54 Vert(TL) -0.49 26-27 >496 360 BCLL 0.0 Rep Stress lncr YES WB 0.47 Horz(TL) -0.07 33 n/a n/a BCDL 5.0 Code IBC2012fTP12007 Matrix-R Weight:101 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.OE(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF 2400F 2.OE(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 �EtirpR o s REACTIONS. (Ib/size) 22=749/Mechanical,33=749/Mechanical (.9 ���C. NGINEF FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 4� 2 -9 TOP CHORD 2-3=-1427/0,3-4=-1427/0,4-5=-2516/0,5-6=-2516/0,6-7=-3278/0,7-8=-3278/0, 4t. 87022PE r 8-9=-3704/0,9-10=-3704/0,10-11=-3820/0,11-12=-3820/0,12-13=-3420/0, 13-14=-3420/0,14-15=-3420/0,15-17=-2507/0,17-18=-2507/0,18-19=-1431/0, 19-20=-1431/0 BOT CHORD 32-33=0/756,31-32=0/2011,29-31=0/2936,28-29=0/3530,27-28=0/3806,26-27=0/3737, .fir N N 25-26=0/3420,24-25=0/2936,23-24=0/2003,22-23=0/758 n '� Nt 7 C" WEBS 14-25=-370/0,2-33=-1039/0,2-32=0/921,4-32=-802/0,4-31=0/694,6-31=-577/0, 7 4s, OREGON rP 6-29=0/470,8-29=-346/0,12-26=-547/45,20-22=-1041/0,20-23=0/924,18-23=-786/0, "PC� AMBER �\ �� 18-24=0/691,15-24=-589/0,15-25=0/771 NOTES- 1) Osi A. HE. Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. EXPIRES:06/30/2019 3)Refer to girder(s)for truss to truss connections. 4)Required 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. 0IONIO as . WAS 80 e N . ivN.a©\ .,p 49 s6 �� • • s`SIONALE • September 18,2017 t I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 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 �p 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 properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII 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 3376 SELLWOOD A R51740863 PL17-30_UP_A F05 FLOOR 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:19 2017 Page 1 I D:g9Atl6XdD82dZo8mis?i rcyuZ?C-FkGOyJ 1?LEAxn7bItUuTr4WtfcEFyoCWxv478yycQKY 2-6-0 I 1-5-1 II 1-2-0 II 1-6-11 Scale=1:29.6 1.5x3 II 3x6 = 1.5x3 II 3x4 = 1.5x3 II 3x4 = 1.5x3 II 3x6 = 1.5x3 II 1 2 3 4 5 6 7 8 9 aa [.00000000000 ...— iimitiiiiiiiiiiiiiiiir _ 1'1 14 13 12 11 lb 3x4 = 3x8 = 3x4 = 1.5x3 II 3x8 = 3x4= 9-10-9p I 9-2-1 9-319 0-5-9 I 17-4-12 I 9-2-1 O--8 0-7-0 6-11-3 0-7-0 Plate Offsets(X,Y)— 16:0-1-8,Edgel.f13:0-1-8,Edael LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.34 Vert(LL) -0.25 13-14 >845 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.59 Vert(TL) -0.39 13-14 >532 360 BCLL 0.0 Rep Stress Ina YES WB 0.60 Horz(TL) 0.06 10 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:77 lb 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, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 15=759/0-1-12,10=759/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2785/0,3-4=-2785/0,4-5=-3197/0,5-6=3197/0,6-7=-2756/0,7-8=-2756/0 BOT CHORD 14-15=0/1688,13-14=0/3247,12-13=0/3197,11-12=0/3197,10-11=0/1688 WEBS 2-15=-1812/0,2-14=0/1177,4-14=-496/0,4-13=-273/270,8-10=-1812/0,8-11=0/1146,6-11=-681/0 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)15. 3)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. ;�� o PR OFtss �c �-. ''cR /°2 ff 87022PE �r AgoQ4 was 9 4j, OREGON c 'A� AMBER 1,� �'� � � OS A. He— �,4496390), w . ONALV EXPIRES: 06/30/2019 September 18,2017 4 MUM ®WARNING-Verify 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 parameters shown,and is for an individual building component,not Nur 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 ANSIITPI1 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 3376 SELLWOOD A R51740864 ` PL17-30_UP_A FO6 FLOOR 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:21 2017 Page 1 ID:eS5ErBCWsbn8SLwUvK_mFTyldZU-C6GmN_3FtrQfORlg?uwxwVbGhQ01 QnjpODZECrycQKW I 0-9-0I 2-6-0 I Scale:3/4"=1' 1.5x3 II 3x4 = 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 5 i . / m u 8 7 3x6 = 3x4 = 3x4 = 011-8 1-p 8-7-8 I 8-6-0 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.17 Vert(LL) -0.02 7 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.19 Vert(TL) -0.08 6-7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code IBC2012fTP12007 Matrix-P Weight:39 lb 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, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=374/0-2-8,8=374/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=815/0,3-4=-815/0 BOT CHORD 7-8=0/307,6-7=0/702 WEBS 4-6=-754/0,2-7=0/545,2-8=-487/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. . 3)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. oNro N. 'z' 87022PE 29<- WAS ,0 °v ' OREGO Ntid4 �i _ `' - 41 POMBER \A ‘O _fir nS+ r1Q' 14 4, 49639 w� A. HE5s °� 4bisms. SSI�NALc EXPIRES: 06/30/2019 September 18,2017 I MIMI WARNING-Verify 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 parameters shown,and is for an individual building component,not MI' 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 ANSIITPI1 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. Citrus Suite 109 Heights,CA 95610 Job Truss Truss Type Qty Ply 3376 SELLWOOD A R51740865 PL17-30_UP_A F07 FLOOR 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:23 2017 Page 1 ID:eS5ErBCWsbn8SLwUvK mFTyldZU-8VWXog4VPTgNGIv36JzP0wgazEfSucY6sX2KHkycQKU 2-6-0 1 2-0-0 1 1 1-1-13 II 1-6-0 II 1-2-0 II 1-2-7 11 2-0-0 1 2-0-0 I Scale=1:37.1 3x4 = 3x4= 3x10= 3x6 FP=3x4 = 3x4 = 3x4= 1 2 3 4 5 6 7 8 9 10 11 12 13 -1 — •_ 23 22 211 20 119 18 17 16 15 14 3x4= 3x6 =3x6 FP= 3x8 = 3x4 II 3x5= 3x5= 3x4 = 16-8-5 I 12-6-0 12-171-4 15-6-516-1-51 22-3-4 12-6-0 0-1-4 2-11-1 t1-7-sb-7-0 5-6-15 Plate Offsets(X,Y)-- f9:0-1-8,Edae1,f10:0-1-8,Edge) LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.32 Vert(LL) -0.06 20-22 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.32 Vert(TL) -0.10 22-23 >999 360 BOLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.01 14 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:102 lb 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, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 14=322/0-3-4,19=1160/0-5-8,23=465/Mechanical Max Gray 14=380(LC 4),19=1160(LC 1),23=480(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1356/0,3-4=-1356/0,4-5=-343/93,5-6=-343/93,6-7=-89/603,7-9=-89/603, 9-10=-667/263,10-11=-859/50,11-12=-859/50 BOT CHORD 22-23=0/975,20-22=0/1118,19-20=-945/0,18-19=-974/0,17-18=-263/667, 16-17=-263/667,15-16=-263/667,14-15=0/619 WEBS 6-19=-1118/0,2-23=-1046/0,2-22=0/410,4-22=0/295,4-20=-874/0,6-20=0/1256, 9-18=-848/0,12-14=-688/0,12-15=-65/267,6-18=0/708,10-15=0/439 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 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. 5)CAUTION,Do not erect truss backwards. ��4D P R OFFS �� 87022PE 9r e4 O • G ,• ,a ", - ��is OREGON r 1 C� J Fl O 7r SSIONALO EXPIRES: 06/30/2019 September 18,2017 I MINIM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 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 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 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,216 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply 3376 SELLWOOD A R51740866 - PL17-30_UP_A F08 FLOOR 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:25 2017 Page 1 ID:g9AtI6XdD82dZo8mis?ircyuZ?C-4ueHDM6mx4w5V23REk?tSLIxJ1 KtMaFPJrXRLcycQKS 2-6-0 1-5-13 11-2-0 1 I 1-2-7 12-0-0 2-0-0 1 Scale=1:23.1 1.5x3 II 3x4 = 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 53x4= 6 7 8 rk : _... IN 00111.111.11111.11.11.1.11111111—11111111111141111111111111111.1111111111.111- e _ 1 13 12 11 10 3x4 = 3x6 = 1.5x3 II 1.5x3 II 3x5= 3x4 = I 6-10-5 17-5-5 18-0-5 1 13-7-4 I 6-10-5 0-7-0 0-7-0 5-6-15 Plate Offsets(X,Y)-- 14:0-1-8,Edctel,15:0-1-8,Edgel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.20 Vert(LL) -0.10 12-13 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.39 Vert(TL) -0.15 12 >999 360 BCLL 0.0 Rep Stress lncr YES WB 0.37 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:61 lb 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, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=593/0-2-8,9=593/0-3-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1924/0,3-4=-1924/0,4-5=-1960/0,5-6=-1710/0,6-7=-1710/0 BOT CHORD 13-14=0/1264,12-13=0/1960,11-12=0/1960,10-11=0/1960,9-10=0/1056 WEBS 2-14=-1356/0,2-13=0/709,4-13=-263/152,7-9=-1173/0,7-10=0/727,5-10=-445/0 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)14. 3)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. ���E p P R Op4c, Co GINE / N E O R _M./ "3'87022PE 29� 01ONro 4. r�° 'v • •im. Nfi N N y Aj, OREGON (yams 4 � S� BER � Q� OgHE � . 10� �. , 9639 w � �Gtsz ,e' S - SIONAL EXPIRES: 06/30/2019 September 18,2017 i t WARNING-Verify 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 parameters shown,and is for an individual building component,notMil. 11* a truss system.Before use,the building designer must verify the applicability of design parameters and propedy 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 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 3376 SELLWOOD A R51740867 PL17-30_UP_A F09 FLOOR 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:27 2017 Page 1 I D:eS5ErBC Wsbn8SLwUvK_mFTyl dZU-OGI2e280ShApIMCgL91 LAmrHarO WqU 1 in90YQVycQKQ 2-6-0 1-5-13 I I 1-2-0 i .( 5-7_1 } 2-3-0 1 2-3-0 Scale=1:22.7 1.5x3 II 1.5x3 II 3x4 = 1.5x3 H 3x4 = 3x4= 3x4= 1.5x3 II 1 2 3 4 5 6 7 8 0 0 0® •® o I m �I - 1. 1 13 12 11 10 9 3x4 = 3x6 = 1.5x3 II 1.5x3 II 3x6= 3x4 = I 6-10-5 17-5-5 18-0-5 1 13-4-4 I 6-10-5 0-7-0 0-7-0 5-3-15 Plate Offsets(X,Y)-- 14:0-1-8,Edge1,(5:0-1-8,Edgel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.21 Vert(LL) -0.09 12-13 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.38 Vert(TL) -0.14 12-13 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:61 lb 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, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=582/0-2-8,9=582/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1868/0,3-4=-1868/0,4-5=-1884/0,5-6=-1773/0,6-7=-1773/0 BOT CHORD 13-14=0/1236,12-13=0/1884,11-12=0/1884,10-11=0/1884,9-10=0/1138 WEBS 2-14=-1326/0,2-13=0/679,7-9=-1240/0,7-10=0/692,5-10=-413/86 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)14. 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. `�c'R\V P R OFFS mac., �NGINE�c'Y s/o�v 0M0 )4 87022PE �' oFwAs . G • i,°. vi 2iNfn '� N e , N -7 '$, OREGON ti� <v ) 'pO AMBER 1\ �� i ,/ On A. HEvs °fi 4.c4s6 w 'SSIONALti�6 EXPIRES:06/30/2019 September 18,2017 t f A WARNING-Verify 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 parameters shown,and is for an individual building component,not Mil" 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 ANSIITPI1 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 3376 SELLWOOD A R51740868 ' PL17-30_UP_A F10 FLOOR 9 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:29 2017 Page 1 I D:g9Atl6XdD82dZo8mis?ircyuZ?C-zfto3j9G_JQX_gMDTa4pFBwcxehkl Pg?ETVfUNycQ KO 2-5-13 I I 1-2-0 I I 1-1-11 I I 2-6-0 Scale=1:17.6 1.5x3 II 3x4 = 1.5x3 II 3x4 = 1.5x3 II 1 2 3 3x4= 4 5 6 e 0 e o o NNN\' m �i o e� \ 11 10 9 8 "'\/ 1.5x3 I I 1.5x3 I I 3x6= L� 3x4= 3x4= I 2-8-13 1 3-3-13 13-10-13 1 10-5-0 I 2-8-13 0-7-0 0-7-0 6-6-3 Plate Offsets(X,Y)— 12:0-1-8,Edoel,13:0-1-8,Edae1 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.28 Vert(LL) -0.06 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.39 Vert(TL) -0.10 7-8 >999 360 BCLL 0.0 Rep Stress lncr YES WB 0.28 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:47 lb 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, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=453/Mechanical,7=453/0-2-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-990/0,3-4=-1218/0,4-5=-1218/0 BOT CHORD 10-11=0/990,9-10=0/990,8-9=0/990,7-8=0/907 WEBS 2-11=-1061/0,5-7=-973/0,5-8=0/334,3-8=-16/372 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)7. 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. Ø PRDFFs �C?�5 0AG 1 NER we cc 87022PE c' ae pf WNAS , ,� d N 0v jT'' 1 :Z tv N'6,, OREGON c1� �N � N •P ' ,1,/FMBER �� �� iv,r Q' 49639 , • S A. HE�� °.4�'Grs ' sSIONALe,40 EXPIRES:06/30/2019 September 18,2017 4 I MOM AWARNING-Verify 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 parameters shown,and is for an individual building component,not �p 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 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 3376 SELLWOOD A R51740869 PL17-30_UP_A Ell FLOOR 1 1 - Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8,130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:31 2017 Page 1 I D:g 9AtI6XdD82dZo8mis?ircyuZ?C-v1?YTPB W Wwg EDzwba?6HKc?vRSKPmEKHhn_mZGycQKM I 2-6-0 0-10-12 1-2-0 I I 1-11-0 Scale=1:29.3 1.5x3 II 3x6 = 1.5x3 II 3x4= 1.5x3 II 3x4 = 1.5x3 I I 3x6 = 1.5x3 II 1 2 3 4 5 6 7 8 9 co _01011111.111.°111.111 ® Nor . ydu, 1Y 14 13 12 11 `4; 3x4 = 3x8= 1.5x3 H 3x4 = 3x8= 3x4=- 7-6-12 7-6-12 I 6-3-4 0-10-4I 7-5-4 I I 17- 2-12 6-3-4 0-7-0 0-7-0 9-8-0 0-1-8 Plate Offsets(X,Y)-- 14:0-1-8,Edoel,f12:0-1-8,Edoel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) -0.25 11-12 >805 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.64 Vert(TL) -0.41 11-12 >499 360 BCLL 0.0 Rep Stress Ina YES WB 0.59 Horz(TL) 0.06 10 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:76 lb 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, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 15=752/0-2-12,10=752/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2712/0,3-4=-2712/0,4-5=-3081/0,5-6=-3081/0,6-7=-2749/0,7-8=-2749/0 BOT CHORD 14-15=0/1671,13-14=0/3081,12-13=0/3081,11-12=0/3195,10-11=0/1672 WEBS 2-15=-1794/0,2-14=0/1118,4-14=-686/0,8-10=-1795/0,8-11=0/1156,6-11=-479/0,6-12=-322/244 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)15. 3)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. "<<-?‘Ep PR OFFS ��D �GINE .R la. 87022PE 9rTONIO i05 ov wAsrrrfy;•,• cv .C.57(13-5... 'bj OREGON q <v �� �O AMBER 1� ,41./ '.ar O �' 49639 wa S A- HE -A,..,a��-Grs R ' - SSIONALE � EXPIRES:06/30/2019 September 18,2017 i I A WARNING-Verily 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 parameters shown,and is for an individual building component,not Mil' 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 ANSIITPI1 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 3376 SELLWOOD A R51740870 - PL17-30_UP_A F12 FLOOR 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:33 2017 Page 1 ID:g9Atl6XdD82dZo8mis?ircyuZ?C-rQ7Ju5Cn2XwyTHg_iQ81Q15F4F-2E73a95Tsd8ycQKK 2-6-0 I 2-6-0 110-10-12 I1 1-2-0 II 1-4-0 II 2-3-0 Scale=1:31.1 1.5x3 II 3x6= 1.5x3 II 3x4 = 3x4 = 1.5x3 I I 3x4 = 1.5x3 I I 3x6= 1.5x3 II 1 2 3 4 5 6 7 8 9 1444114414144141% \\ 10 1Y 16 15 14 13 12 17 3x4 = 3x8 = 1.5x3 II 1.5x3 I I 3x6 = 3x8 = 3x4 = I 6-3-4 8-10-417-5-4 1 18-3-4 I 6-3-4 0-7-0 0-7-0 10-10-0 Plate Offsets(X,Y)— f4:0-1-8,Edge1,f5:0-1-8,Edgel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL) -0.29 13-14 >758 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(TL) -0.45 13-14 >486 360 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.07 11 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:82 lb 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, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 17=798/0-2-12,11=798/0-1-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=2944/0,3-4=-2944/0,4-5=-3369/0,5-6=3653/0,6-7=-3653/0,7-8=-2782/0,8-9=-2782/0 BOT CHORD 16-17=0/1788,15-16=0/3369,14-15=0/3369,13-14=0/3369,12-13=0/3430,11-12=0/1632 WEBS 2-17=-1919/0,2-16=0/1242,4-16=-743/0,9-11=-1778/0,9-12=0/1253,7-12=-706/0,7-13=0/316,5-13=-125/518 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)17,11. 3)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. �g�cvNG PE ,4 `V c� 7i • �� 87022PE �r � 4 C' Q'- N 7N y Tc.‘ OREGON ti� �ti .) ; N EFON \- On A HE��P 14' 4, s6 . k� `�S�OIVALl EXPIRES: 06/30/2019 September 18,2017 k I A WARNING-Verify 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 parameters shown,and is for an individual building component,notla 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 ke 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 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 3376 SELLWOOD A R51740871 PL17-30_UP_A F13 FLOOR 1 1 - Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 S Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:35 2017 Page 1 I D:g9At16XdD82dZo8mis?ircyuZ?C-npE3Jn E 1 a9BgibgMprBDVSAbj3fRi0VtcOyzi l ycQKl 2-6-0 I 2-6-0 I I t 1 8 I I 1-2-0 I I 1-2-6 II 2-3-0 I 0-1 8 Scale=1:30.6 3x6= 3x4 = 3x4= 3x4= 3x6= 1 2 3 4 5 6 7 8 9 10 e +\\ a`\\ 18 o 11. 1 16 15 14 13 12 3x4= 3x8 = 3x6= 3x8 = 3x6 = I 18-6-0 18-6-0 Plate Offsets(X,Y)-- f4:0-1-8,Edoel,15:0-1-8,Edgel,118:0-1-8,0-0-01 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL) -0.30 13-14 >745 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(TL) -0.46 13-14 >477 360 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.07 11 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:83 lb 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, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=800/0-5-8,17=805/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2981/0,3-4=-2981/0,4-5=-3457/0,5-6=-3718/0,6-7=-3718/0,7-8=-2841/0,8-9=-2841/0 BOT CHORD 16-17=0/1806,15-16=0/3457,14-15=0/3457,13-14=0/3457,12-13=0/3493,11-12=0/1685 WEBS 2-17=-1938/0,2-16=0/1262,4-16=-751/0,9-11=-1823/0,9-12=0/1259,7-12=-711/0,7-13=0/329,5-13=-138/510 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)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. 4)CAUTION,Do not erect truss backwards. ���� � D P R OFF6, GINEFR 444 /�2 87022PE �r �y�ONIp Oc OFW C/ , ti � Q ‘ -y 4 OREGON cy� <C/ i 7 'AC� ccMBER �� � , , O Q' 49639 �� `2 A. HEP` a���cts ' 'vs ..,3%., EXPIRES: 06/30/2019 September 18,2017 MIMI A WARNING-Verify 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 parameters shown,and is for an individual building component,not �p 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/TM 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 3376 SELLWOOD A R51740872 - PL17-30_UP_A F14 FLOOR 10 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:37 2017 Page 1 I D:g9AtI6XdD82dZo8mis?ircyuZ?C-kBMgkTFH6mROxuzlxFDhatFzFtRSADeA4i R4mwycQ KG 2-6-0 I 0-11-12 1 1 1-2-0 0-6-121 I 013 Scale=1:18.5 1.5x3 II 1.5x3 II 3x4= 1.5x3 II 3x4 = 1.5x3 II 3x4 = 1.5x3 = 1 2 3 4 5 6 7 e L 0 0 0 m _ 13 0 o- a a 1 11 10 9®3x4= 3x6= 1.5x3 I I 3x4 = 3x6 = I 10-11-8 I 10-11-8 Plate Offsets(X,Y)-- f4:0-1-8,Edgef,f9:0-1-8,Edgel,f13:0-1-8,0-0-01 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.26 Vert(LL) -0.06 10-11 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.34 Vert(TL) -0.10 11-12 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:50 lb 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, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=469/0-5-8,12=474/0-1-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1321/0,3-4=-1321/0,4-5=-1154/0,5-6=-1154/0 BOT CHORD 11-12=0/961,10-11=0/1154,9-10=0/1154,8-9=0/994 WEBS 5-9=-269/0,2-12=-1031/0,2-11=0/387,4-11=-40/300,6-8=-1058/0,6-9=0/427 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)12. 3)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. 4)CAUTION,Do not erect truss backwards. �5C<v,GI NE s% �c 87022PE 29r 10NIO 1.4, AS V 1 N N e >v. ' -TP. 4'c OREGON cP O<L~ .1 N Oivy � MBER \\ Q . 49639 w� . S A. HE�� ° ��Gts ' s`SIONALE EXPIRES:06/30/2019 September 18,2017 Il l A WARNING-Verify 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 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 ANSIITPI1 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 3376 SELLWOOD A R51740873 PL17-30_UP_A F15 FLOOR GIRDER 1 1 - Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:41 2017 Page 1 I D:g9Atl6Xd D82dZo8mis?ircyuZ?C-czcKagl o9?xqO WH WA5HdkjQfsUs161dm?KPHvhycQKC 0-1-8 H I 1-0-0 I10-9-13 I I 1-0-0 11-9-7 Stale=1:24.7 3x4 = 3x4= 3x4 = 3x4 = 3x4= 4x4 = 3x4= 3x4 H 1 2 3 4 5 6 7 8 9 10 25 11 12 13 14 e e e f ----- ----- \ /- 2♦ 22 21 20 19 18 17♦ ♦♦����♦®-•• 3x6 = 3x5 = 3x5= 3x5 = 3x5 = 4x6= 3x6= I 14-11-12 I 14-11-12 Plate Offsets(X,Y)-- 112:0-1-8,Edgel,113:0-1-8,Edgel,124:0-1-8,0-0-01 LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.29 Vert(LL) -0.03 20 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.10 Vert(TL) -0.04 20 >999 360 BOLL 0.0 Rep Stress Incr NO WB 0.60 Horz(TL) 0.01 17 n/a n/a BCDL 5.0 Code 1BC2012/TP12007 Matrix-R Weight:75 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, BOT CHORD 2x4 DF 2400F 2.0E(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0•.- a-,r,u MT Frs REACTIONS. (lb/size) 23=317/0-5-8,15=-302/3-2-0,17=940/3-2-0,16=422/3-2-0 �� GENE Oren Max Uplift 15=-336(LC 3),17=-70(LC 14) ��\ (LN Fig �2 Max Gray 23=317(LC 1),17=942(LC 3),16=422(LC 1) .9 4.c.....44, r 87022PE � FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-572/0,3-4=-572/0,4-5=-871/0,5-6=-871/0,6-7=-922/0,7-8=-922/0,8-9=-721/0, 9-10=-721/0,12-13=0/692 BOT CHORD 22-23=0/327,21-22=0/750,20-21=0/926,19-20=0/857,18-19=0/568,17-18=-692/0, Cn +N 16-17=-692/0,15-16=-692/0 ' CC\ OREGON <U WEBS 12-17=-879/84,13-16=-440/0,2-23=-436/0,2-22=0/335,13-15=0/776,10-19=-23/298, J` �f- \Q 10-18=-614/0,11-18=-469/0,12-18=0/1180 �� �,V/BEF 1� Noyes- �`.) A. HE�‘ P 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)17 except(jt=lb) EXPIRES: 06/30/2019 15=336. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 cc 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. 5)CAUTION,Do not erect truss backwards. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)582 lb down at 10-5-8,and 24 lb down and 313 lb up at 11-7-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. • 0'tONIO 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 0 Of W44 •LOAD CASE(S) Standard �' C 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 • d� Uniform Loads(plf) lit j N Vert:15-23=-5,1-14=-50 \ Concentrated Loads(Ib) Vert:12=-8(B)25=-562(B) k• 49639 <y� • Ck., AGISTER °SIGNALS September 18,2017 I t a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 14111. 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 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 ANSIITPII 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 3376 SELLWOOD A R51740874 - PL17-30_UP_A F16 FLOOR 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:43 2017 Page 1 I D:g9AtI6XdD82dZo8mis?ircyuZ?C-YLj5?WK2hcBXfpRvH WK5g8VyBH VXae62SeuO_ZycQKA 1 1-1-12 1 1 1-0-7 1 2-6-0I I 1-2-0 I I °-B-9 Scale=1:21.1 3x4 I I 3x6= 1.5x3 I I 3x4 = 1.5x3 I I 3x4= 1.5x3 I I 1 4x6 2 3 4 5 6 7 8 o ® ® a o 0 / / m eiNNN a a �/ ba o 14 12 11 10 9 3x4 II 4x8 = 3x8= 1.5x3 II 3x4 = 3x4 = 1 1-4-12 1-p14 12-6-12 1-4-12 0-1-8 11-0-8 Plate Offsets(X,Y)-- f1:Edge,0-1-81,f5:0-1-8,Edgel,110:0-1-8,Edgel,f14:Edae,0-1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL) -0.08 11-12 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.29 Vert(TL) -0.08 11-12 >999 360 BCLL 0.0 Rep Stress Ina* NO WB 0.66 Horz(TL) -0.01 9 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:60 lb 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, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 10-0-0 oc bracing:13-14. V r n eCs s REACTIONS. (lb/size) 13=2371/0-5-8,9=277/Mechanical Max Uplift 9=-74(LC 3) �5 �NG�NEF9 �p Max Gray 13=2371(LC 1),9=427(LC 4) ,,•••.7 2"9 87022PE r FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=0/2202,2-3=0/2202,3-4=-846/1169,4-5=-846/1169,5-6=-1003/493,6-7=-1003/493 BOT CHORD 12-13=-1861/0,11-12=-493/1003,10-11=493/1003,9-10=-275/857 WEBS 1-13=-2711/0,5-12=-917/0,3-12=0/1306,3-13=-960/0,7-9=-920/296,7-10=-378/349 (P Q NOTES- �,(�� ` -'6 OREGON 9') ,44/ 1)Unbalanced floor live loads have been considered for this design. rs/� `^Q SER 1'` 2)Refer to girder(s)for truss to truss connections. �J 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9. A HEPi 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. 5)CAUTION,Do not erect truss backwards. EXPIRES:06/30/2019 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1560 lb down at 0-1-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. 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+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 'tONIO Uniform Loads(plf) rn Vert:9-14=-8,1-8=-80 ••% %' WA$4 • Concentrated Loads(Ib) CJ �i WCP Vert:1=-1560(F) A �1" ' �� �. N or � . �'49639 k,d�, GISTB1 ssloNAL September 18,2017 4 rrw WARNING-Verify 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 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 MiTeke 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 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 3376 SELLWOOD A R51740875 PL17-30_UP_A F17 FLOOR 7 1 - Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:45 2017 Page 1 ID:eS5ErBCWsbn8SLwUvK_mFTyIdZU-VkrrPCLIDDRFv7bHPxMZvZaGh56J2VpLwyNV3SycQK8 1 1-1-12 I I 2-6-0 I 1-0-7 1 1-2-0 11 1-1-9 1 0-KS Scale=1:35.0 1.5x3 II 1.5x3 II 4x6 = 3x4 II 3x8= 1.5x3 I I 3x4 = 3x4 = 1.5x3 II 3x4= 3x6 FP= 3x6 = 1.5x3 = 1 2 3 4 5 6 7 8 9 10 11 12 o e ® o •- m e�� e / 4444444.4.4444.440 e Z' Nr------------- � � 22 21 19 18 17 16 15 14 13 3x4 II 4x10= 3x6 FP= 3x10 = 1.5x3 II 1.5x3 II 3x6= 3x8= 3x6= I 1-4-12 1-1.4 20-10-4 I 1-4-12 0-1-8 19-4-0 Plate Offsets(X,Y)-- f1:Edoe,0-1-81,15:0-1-8,Edge1,f6:0-1-8,Edge1,f21:Edge,0-1-81,122:0-1-8,0-0-01 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL) -0.23 15-16 >996 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.59 Vert(TL) -0.34 14-15 >678 360 BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:96 lb 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, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0C - - tigpo 1i 5f• C cr5,-• s 10-0-0 oc bracing:20-21,14-15. U REACTIONS. (lb/size) 20=2651/0-5-8,13=716/0-5-8 CjNGINEF d/0 Max Hors 20=2495(LC 4),13=-2495(LC 4) ,� 2 Max Gray 20=2651(LC 1),13=804(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. �� 87022 P E �� TOP CHORD 1-2=0/2268,2-3=0/2273,3-4=-2700/839,4-5=-2700/839,5-6=-3312/473,6-7=-3714/126, 7-8=-3714/126,8-10=-3057/0,10-11=-3057/0 BOT CHORD 18-20=-1902/0,17-18=-60/817,16-17=-60/817,15-16=-60/817,14-15=0/1347, N N /\./13-14=-633/605 5• �A OREGON WEBS 5-17=0/336,6-16=-319/0,1-20=-2762/0,3-20=-2306/0,3-18=0/1660,5-18=-1158/0, 7 44/Q 611153=- 98�/0,11-14=0/1282,8-14=-653/163,8-15=-344/219,7-15=-297/0, • C ''4i ER 1\=-6/91 ' S A. HECK NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Non Standard bearing condition. Review required. EXPIRES:06/30/2019 3)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. 4)CAUTION,Do not erect truss backwards. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1560 lb down at 0-1-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. QNIO 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). _11-1 A��j LOAD CASE(S) Standard X05 iF WA '`4' 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 • •.4 A, 6•A Uniform Loads(plf) e , - 4 Vert:13-21=-8,1-12=-80 ) N Concentrated Loads(Ib) \ Vert:1=-1560(F) (4 7 ,� 49639 4' p dk is r g sS110 foNALE September 18,2017 4 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-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 let 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 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 ANSIITPII 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 3376 SELLWOOD A R51740876 - PL17-30_UP_A F18 FLOOR 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:47 2017 Page 1 I D:eS5ErBC Wsbn8SLwUvK_mFTyIdZU-R6zbgtNZlrhz8Rkg WM01_gi 1 vtrWZYeNGsc7KycQK6 I 2-6-0 I 1-11-0 I I 1-0-0 I I 1-9-4 1 °1—I Scale=1:17.3 1.5x3 II 1.5x3 II 3x4 = 1.5x3 I I 1.5x3 II 3x4 = 1.5x3 = 1 2 3 4 5 6 ob 0 0 0 ao 11 e m e e e 10 9 8 3x4 = 3x4= 3x4= 3x6= I 10-3-12 I 10-3-12 Plate Offsets(X,Y)-- f8:0-1-8,Edgel,19:0-1-8,Edgel,111:0-1-8,0-0-01 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.18 Vert(LL) -0.04 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.21 Vert(TL) -0.09 9-10 >999 360 BCLL 0.0 Rep Stress!nor YES WB 0.25 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:46 lb 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, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=440/0-5-8,10=445/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1129/0,3-4=-1129/0,4-5=-1129/0 BOT CHORD 9-10=0/884,8-9=0/1129,7-8=0/897 WEBS 2-10=-949/0,2-9=0/359,5-7=-954/0,5-8=0/354 NOTES- 1)Unbalanced floor live loads have been considered for this design. 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 3-10d(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. ,<0,,(kED PR0FFss 4_... �NGINEAR /02_� 87022PE er'ofwr 7 3' a d C!S N �� '1 Cn 7 0A�• OREGON ep Q�N w) N 9�, FMe A \\ --,....Tr 'r On E ii . ,.....x, 4, 49639 w, A. HES �GrsTE-' • -NON ALS. EXPIRES:06/30/2019 September 18,2017 t • AWARNING-Verify 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 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 ANSIITPI1 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. SuiteHei 109 Citrus ghts,CA 95610 • Job Truss Truss Type Qty Ply 3376 SELLWOOD A R51740877 PL17-30_UP_A F19 FLOOR 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:50 2017 Page 1 I D:g9At16XdD82dZo8mis?ircyuZ?C-rhekTvPR2m3Y?uTFBUykcdlAd6phjrJ43E4GkfycQK3 2-6-0 1-5-5 II 1-2-0 I I 1-0-15 I Scale=1:28.8 1.5x3 II 3x6 = 1.5x3 II 3x4 = 1.5x3 II 3x4 = 1.5x3 II 3x5 = 1.5x3 II 1 2 3 4 56 7 8 9 • -.,...000000001410°.... 111111111111411111111111404444. fig e ® e 15 14 13 12 11 10 3x4= 3x8 = 3x4 = 1.5x3 II 3x8 = 3x4= I 16-11-4 —I 16-11-4 Plate Offsets(X,Y)— 16:0-1-8,Edge1.F13:0-1-8,Edael LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.35 Vert(LL) -0.23 13-14 >880 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.58 Vert(TL) -0.36 13-14 >553 360 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.05 10 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:75 lb 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, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 15=739/Mechanical,10=739/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2683/0,3-4=-2683/0,4-5=-3003/0,5-6=-3003/0,6-7=-2649/0,7-8=-2649/0 BOT CHORD 14-15=0/1637,13-14=0/3092,12-13=0/3003,11-12=0/3003,10-11=0/1638 WEBS 2-15=-1758/0,2-14=0/1122,4-14=-440/0,4-13=-292/228,8-10=-1758/0,8-11=0/1086,6-11=-627/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 cc 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. ��Q` .0 PROFFS 87022PE 9f Fciro fwIO cn >" • -� y raj, OREGON ctJ 4/ = N �O AMBER �\ �� �e / O P 49639 �`'� S A. HE� a��-Crs -' . • SIOIHAL V EXPIRES: 06/30/2019 September 18,2017 4 4 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. 1V111" 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 ANSI/TP11 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 3376 SELLWOOD A R51740878 - PL17-30_UP_A F20 FLOOR 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:52 2017 Page 1 I D:g9AtI6XdD82dZo8mis?ircyuZ?C-o4mUtbRhaN KGECddJv_Ch2N WIwVyBj NNXYZNoYycQK1 1 2-6-0 1-5-5 1 1-2-0 1 1-6-7 Scale=1:29.6 1.5x3 II 3x6 = 1.5x3 II 3x4 = 1.5x3 II 3x4= 1.5x3 II 3x6 = 1.5x3 II 1 2 3 4 5 6 7 8 9 • e IT rs'' o 0 0 oe 15 14 13 12 11 • 3x4 = 3x8 = 3x4 = 1.5x3 11 3x8 = 3x4= 9-10-13p I 9-2-5 9-2 5 0 -I8 10-7-03 1 17-4-12 6-10-15 0-7-0 Plate Offsets(X,Y)— 16:0-1-8,Edgel,113:0-1-8,Edge1 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.34 Vert(LL) -0.25 13-14 >843 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.59 Vert(TL) -0.39 13-14 >530 360 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.06 10 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:77 lb 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, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 15=759/Mechanical,10=759/0-5-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=2785/0,3-4=-2785/0,4-5=-3196/0,5-6=-3196/0,6-7=-2755/0,7-8=-2755/0 BOT CHORD 14-15=0/1688,13-14=0/3247,12-13=0/3196,11-12=0/3196,10-11=0/1688 WEBS 2-15=-1812/0,2-14=0/1177,4-14=-496/0,4-13=-274/270,8-10=-1812/0,8-11=0/1145,6-11=-681/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 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 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. �co� AGNEFR s% w� ,p 87022PE 9� SONO co Cr ti y ...al. '�j OREGON ti0 �ti /7 N 'A�, AMBER \,� O / , 49639 �, On A. HE 'VA.,, Obis SIONALti� EXPIRES:06/30/2019 September 18,2017 I I .. WARNING-Verily 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 parameters shown,and is for an individual building component,not �p 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 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 3376 SELLWOOD A R51740879 PL17-30 UP A F21 FLOOR GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co.,Beaverton,Oregon 8.130 s Sep 1 2017 MiTek Industries,Inc. Mon Sep 18 14:21:47 2017 Page 1 I D:g9Atl6XdD82dZo8mis?ircyuZ?C-be_ONxo2fZtLNo3jCCvWjX5Y14kGCZS WYmyv0OycLM I I t-1-12I I 1-2-8 I I 1-0-0I I 1-0-0 I I 1-2-0 I Scale:3/4"=1' 6116= 3x6 II 506 II 5x5 II 3x6 II 456 II 506 II 306 I I 1 2 163 17 4 16 5 6 7 19 8 a 7 e 77 a • R W ,__2"i'IN e e e o 0 o e o a e 4x4= 7- 15 l< 13 e 12 11 10 3x4 II 4x6= 1.503 II 1.503 II 4010= 408= I 1-4-12 1j.6y4 8-9-4 I 1-4-12 0-1-$b 7-3-0 Plate Offsets(X,Y)— 13:0-3-0,Edgel,f4:0-3-0,Edcel,f6:0-3-0,Edcel,f7:0-3-O,Edeel,f9:Edge,0-1-81,113:0-1-8,Edgel,f15:Edge,0-1-81 LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.08 11-12 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.86 Vert(TL) -0.11 11-12 >746 360 BCLL 0.0 Rep Stress!nor NO WB 0.79 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:57 lb 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, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0— - .R OFes REACTIONS. (lb/size) 9=2213/0-5-8 (min.0-1-8),14=4121/0-5-8 (min.0-1-14) ` .9 Max Gray 9=2435(LC 4),14=4121(LC 1) ��� t, N EFR /o2�r FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 87022 P E TOP CHORD 8-9=-586/0,1-2=0/2119,2-16=0/2121,3-16=0/2121,3-17=-2025/0,4-17=-2025/0,4-18=-3748/0,5-18=-3748/0, 5-6=-3748/0,6-7=-2861/0 BOT CHORD 13-14=0/2025,12-13=0/3146,11-12=0/2861,10-11=0/2861,9-10=0/2861 WEBS 2-14=-782/0,1-14=-2551/0,6-12=0/1162,5-12=-1153/0,4-12=0/1093,7-9=-3480/0,4-13=-1863/0,3-13=0/1191, (J) N 3-14=-3317/0 -7 3-14=-3317/0 OREGON Rp``1C/ NOTES- 'P F4,/ FMB ER 11 \- 1) Unbalanced floor live loads have been considered for this design. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. S A. HE ¢" 3) 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. 4) CAUTION,Do not erect truss backwards. EXPIRES: O6/3O/20�9 5) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)742 lb down at 2-0-8,743 lb down at 3-4-8,743 lb down at 4-8-8,743 lb down at 6-0-8,743 lb down at 7-4-8,and 745 lb down at 8-7-12,and 1560 lb down at 0-1-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. 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 01ONIO 1) Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) ,„• Of WAS Q Vert:9-15=-5,1-8=-50 Concentrated Loads(Ib) ,. • d Vert:8=-726(B)1=-1560(F)6=-716(B)7=-716(B)16=-716(B)17=-716(B)18=-716(B) 4 ,± N \J ...es49639 w� °p. FGrsTss- • ; ' • sSIONALO September 18,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 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 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 Miele 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,D5B-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 3376 SELLWOOD A R51740880 ' PL17-30_UP_A F22 FLOOR GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co.,Beaverton,Oregon 8.130 s Sep 1 2017 MiTek Industries,Inc. Mon Sep 18 14:22:05 2017 Page 1 ID:g9AtI6XdD82dZo8mis?ircyuZ?C-354C950LP48oXZRAF_DkSKgdJK26Qr19hZKsfMycLMO I 1-1-6 I I 1-4-13 I 1-0-0 I 0-6-3 3x4= 3x4= Scale=1:9.5 13= 2 3x4 II 3 4 11 5 3x4 II • • o ,40: 1,4 II 1.503 II 1.50 II 10 9 8 7 6 3x6= 3x6= I 1-4-6 I 5-0-6 1-4-6 3-8-0 Plate Offsets(X,Y)— f3:0-1-8,Edge),f4:0-1-8,Edgel,f10:Edge,0-1-81 LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.70 Vert(LL) -0.01 8 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.18 Vert(TL) 0.01 8-9 >999 360 BCLL 0.0 Rep Stress!nor NO WB 0.21 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:29 lb FT=0%F,0%E LUMBER- BRACING- I TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 5-0-6 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 0 - QED 4ROFF °;,c: REACTIONS. (lb/size) 6=430/Mechanical,9=1699/0-5-8 (min.0-1-8) s Max Gray 6=587(LC 4),9=1699(LC 1) 4(: �5 C.NG�NEE9 2 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. �� $7022 P E �l TOP CHORD 1-2=0/666,2-3=0/672,3-4=-327/0 BOT CHORD 8-9=0/327,7-8=0/327,6-7=0/327 WEBS 2-9=-738/0,1-9=-824/0,3-9=-903/0,4-6=-569/0 N 1N NOTES- � Cn O 1) Unbalanced floor live loads have been considered for this design. 7 'o OREGON 4✓ 9 F 2) Refer to girder(s)for truss to truss connections. \ si O C� M 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSIlTPI 1. O BER `Q. s 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. A HE� Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)437 lb down at 2-11-9,and 439 EXPIRES:06/30/2019 lb down at 4-6-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 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+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) ` rtONIO Vert:6-10=-5,1-2=-815(F=-765),2-5=-50 Concentrated Loads(lb) J'if -�p'F wAS i Vert:3=-405(F)11=-417(F) i.41V •� do 40, N .A+ ,, 49639 k/� • OGIST s -43 "%NALti September 18,2017 aWARNING-Verify 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 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 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 3376 SELLWOOD A J R51740881 PL17-30_UP_A F23 FLOOR 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:59 2017 Page 1 ID:eS5ErBCWsbn8SLwUvK_mFTyldZU-4Qh8M_W4wXCGaHf DtcrTWAhskxuKy4P87mEXeycQJw 1-2-14 I 1-4-13 I I 1-0-0 I 0-7-11 I 3x4 = Scale=1:9.9 1 3x4 = 2 3x4 I I 3 4 3x4 = 5 1.5x3 II m m 0 0 0 0 1.5x3 II .1111' 1.5x3 1.5x3 10 9 8 7 6 3x6 = 3x4= I 1-4-6 1i 5-14 3-1-11 1 3- 7-11 I 4-1- 11 5-0-6 I 1-4-6 d-1-8 1-7-13 0-6-0 0-6-0 0-10-11 Plate Offsets(X,Y)— 13:0-1-8,Edgel,F4:0-1-8,Edoel LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) 1/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.51 Vert(LL) 0.02 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.38 Vert(TL) 0.03 8-9 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(TL) -0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:27 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 5-0-6 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0. - -�'�A I-6.61S 10-0-0 oc bracing:9-10. V REACTIONS. (lb/size) 9=1258/0-5-8,6=-187/Mechanical �� GI NE /2 Max Uplift 6=-280(LC 3) N N Q Max Gray 9=1258(LC 1),6=42(LC 4) 87022PE c FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=0/1097,2-3=0/1097,3-4=0/411 BOT CHORD 8-9=-411/0,7-8=-411/0,6-7=-411/0 WEBS 4-7=-272/0,1-9=-1338/0,3-9=-888/0,4-6=0/677 (P N St N NOTES- y ATOREGON rte OW 1)Unbalanced floor live loads have been considered for this design. �� F/1,1 1' 2)Refer to girder(s)for truss to truss connections. ....c% ER P 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) A. HEs` 6=280. 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. EXPIRES:06/30/2019 5)CAUTION,Do not erect truss backwards. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)711 lb down at 0-0-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 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 010N.10 jam. 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) SOS OF WASI4r . -. Vert:6-10=-7,1-5=-67 Concentrated Loads(Ib) �� �� Vert:1=-711(F) Alr, N ii r X144 , 49639 . '94, 4bisIsivci-c " . ONALE' September 18,2017 4 1 MINIM a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI.7473 rev.10/03/2015 BEFORE USE. tilt 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 Criteria,DSB-s9 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 w Ilk Job Truss Truss Type Qty Ply 3376 SELLWOOD A R51740882 • PL17-30_UP_A F24 FLOOR GIRDER 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:43:01 2017 Page 1 I D:g9Atl6XdD82dZo8mis?ircyuZ?C-1 ppumgYLS8S_gapMLleJYxFwXYX7oniibRFLcXycQJu 1-1-6 I 1-4-13 I 1-0-0 I I 0-7-11 3x4 = Scale=1:9.9 1 4x6 = 2 3x4 II 3 4 4x4= 5 1.5x3 II m m 3x4 I I 1.5x3 II 1.5x3 II 10 •40' 8 7 6 4x8 = 4x4= I 1-4-6 I 5-0-6 I 1-4-6 3-8-0 Plate Offsets(X,Y)-- f1:Edge,0-1-81,f3:0-1-8,Edgel,f4:0-1-8,Edael,f6:Edge,0-1-81,f10:Edge,0-1-81 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.95 Vert(LL) 0.04 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.72 Vert(TL) 0.06 8-9 >701 360 BOLL 0.0 Rep Stress Incr NO WB 0.66 Horz(TL) -0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:28 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 5-0-6 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 �p REACTIONS. (lb/size) 9=2232/0-5-8,6=-455/0-2-0 10-0 0 oc bracing:9-10. ��� I Fon Max Uplift 6=-548(LC 3) ��� �C.NGiNEF9 �p2 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 87022 PE "9t' TOP CHORD 5-6=-255/0,1-2=0/2041,2-3=0/2041,3-4=0/783 BOT CHORD 8-9=-783/0,7-8=-783/0,6-7=-783/0 WEBS 3-8=0/393,4-7=-513/0,1-9-2525/0,3-9=-1564/0,4-6=0/1290 (P N NOTES- S. C‘I'0 OREGON o O<C/N 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)6. ' ''/1i8 ER 11` 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) OS \P 6=548. A. HE' 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. 5)CAUTION,Do not erect truss backwards. EXPIRES. 06/30/2019 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1422 lb down at 0-1-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. 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+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 � •�tONIQ Uniform Loads(plf) P' lir Vert:6-10=-7,1-5=-67 C1 Concentrated Loads(Ib) !. ° 'I Vert:1=-1422(F) • � VIP' hv ,,e,t� .,),49639 .ft, r�, GISISS SsloNAL- September 18,2017 4 1 A WARNING-Verify 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 parameters shown,and is for an individual building component,not • MI• 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 ANSIITPI1 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 to Job Truss Truss Type Qty Ply 3376 SELLWOOD A • R51740883 PL17-30_UP_A Gal FLOOR GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:43:04 2017 Page 1 I D:g9Atl6XdD82dZo8mis?i rcyuZ?C-ROU 1 PhaDl3gZh2Yx0QCOAatT5IZZ?5C8HPT?CrycQJr 1 1-0-0 1 1 1-2-13 I I 1-2-0 HO-10-31 Scale=1:34.8 4x4 = 3x4 11 5x6= 3x4 = 3x4 = 3x4= 3x4= 3x4 = 3x6 FP= 3x4= 3x5 = 3x4 11 1 2 3 4 34 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 0 0 .0 \\I: \- / \- /..\9/ \-2,N- 32 31 30 29 28 27 26 25 24 23 22 3x6 = 4x8 = 3x6=3x6 FP= 3x5= 3x5 = 3x5 = 3x4= 4x4 = 3x5 = 3x6 = 3x6 = 3x8 WB= 1 20-10-8 1 20-10-8 Plate Offsets(X,Y)-- ft:Edge,0-1-81,f25:0-1-8,Edge1,f26:0-1-8,Edgel LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL) -0.40 26-27 >616 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.74 Vert(TL) -0.63 26-27 >393 360 BCLL 0.0 Rep Stress Ina- NO WB 0.86 Horz(TL) 0.09 22 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:106 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF 2400F 2.0E(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0�� ir�R OF�stS' OTHERS 2x4 DF Stud/Std(flat) r REACTIONS. (lb/size) 33=1280/0-5-8,22=724/Mechanical �,\\ ANG�NEE.9 �0�� FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 87022 P E 1.--- TOP TOP CHORD 2-3=-2642/0,3-4=-2642/0,4-5=-4541/0,5-6=-4541/0,6-7=-4730/0,7-8=-4730/0, 8-9=-4712/0,9-10=-4712/0,10-11=-4480/0,11-12=-4480/0,12-13=-3687/0, 13-14=-3687/0,14-15=-3687/0,15-17=-2590/0,17-18=-2590/0,18-19=-1457/0, 19-20=-1457/0 CD N BOT CHORD 32-33=0/1405,31-32=0/3925,29-31=0/4617,28-29=0/4748,27-28=0/4632,26-27=0/4255, y �-oT OREGON ��Off✓ 25-26=0/3687,24-25=0/3093,23-24=0/2047,22-23=0/7832/0,4-31=0/845, •P WEBS 13-25 316-50300,10-27=-264/27,1,14-25=-482/0,2-33=-1880/0, 12-27=0/365,1 2 26==/86 0 0 20-22=-1048/0,98, 20-23=0 926, CQ17,7BER 11 18-23=-810/0,18-24=0/747,15-24=-690/0,15-25=0/953 S' A. HE' NOTES- 1)Unbalanced floor live loads have been considered for this design. EXPIRES: 06/30/2019 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Required 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. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)870 lb down at 3-10-4 on top QNIO p� • 't" chord. The design/selection of such connection device(s)is the responsibility of others. -.c1't 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �4, ' ,SAS + LOAD CASES) Standard ' /,r v. 'r 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 44E- i Uniform Loads(plf) N Vert:22-33=-5,1-21=-50 Concentrated Loads(lb) 747 Vert:34=-870(F) . ' ,� 49639 <y� �, 'GISTIP -' S40NALti G September 18,2017 I __ I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Mr 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 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 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 13/4' Center plate on joint unless x,y p y offsets are indicated. (Drawings not to scale) Damage or Personal Injury MillDimensions are in ft-in-sixteenths. I• Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. 0_�1fi 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves D hi may require bracing,or alternative Tor I _ O .. abracing should be considered. ip 01:1-5C2 d 3. Nevkr exceed the design loading shown and never d U stack materials on inadequately braced trusses. O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C7-8 cs-� C5-6 F-- designer,erection supervisor,property owner and plates 0- 'h/'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 4 x 4 width measured perpendicular ESR-1311,ESR-1352, ESR1988 responsibility of truss fabricator.General practice is to 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,sizeorientation 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 �i�� 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 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values BEARING or less,if no ceiling is installed,unless otherwise noted. established by others. 15.Connections not shown are the responsibility of others. I Indicates location where bearings (supports)occur. Icons vary but O c 16.Do not cut or alter truss member or plate without prior *1=10reaction section indicates joint 2012 MiTek®All Rights Reserved pproval of an engineer. number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. green or treated lumber may il 6 18.Use of pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. M ANSI/TP11: 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, MiTeke 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:MII-7473 rev. 10/03/2015 A