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Plans (471) 00L117 RECEIVED I31kf V-&-L L . OCT 242017 CITY OF TIGARD MiTek® BUILDING DIVISION MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: PL17-30 MAIN H Fax 916/676-1909 3376 A/E SELLWOOD 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: R51740849 thru R51740859 My license renewal date for the state of Oregon is June 30,2019. P R Ores '�ED s IN � � ANG EF9 /o-� 87022PE y c�A� OREGON g;' OSSER ,�.��Q�O A. HER : 1. a A 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 ANSIITPI-1, Chapter 2. r _� w ' jut MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: PL17-30 MAIN H Fax 916/676-1909 3376 A/E SELLWOOD 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: R51740849 thru R51740859 My license renewal date for the state of Washington is January 2,2019. 0TONISOjitt �jT d5wpFWA `�; I t- ' t 't 6 ‘, ..: 'Tr r°i 49639 �,'� 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 NE SELLWOOD R51740849 - PL17-30_MAIN_H F01 Floor 12 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:41:39 2017 Page 1 ID:Arl17mthBISmC3J1UUp6ugyuVvD-J86grWtEntRJVZiONxP119s5FUfaamvekhN?kHycQLA 0-6-8 I I I 2-5-4 2-6-0 Scale=1:18.4 1.5x3 II 3x8 = 1.5x3 II 3x8 = 1.5x3 II 1 2 3 4 5 / \ e e e 3x5 = 87 3x10= 3x5= I 0-6-8 018-p 10-10-4 I 0-6-8 0-1 10-2-4 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 Vert(LL) -0.08 7 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.29 Vert(TL) -0.14 6-7 >867 360 BCLL 0.0 Rep Stress Ina- YES WB 0.37 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:45 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) 1=448/0-6-0,6=448/0-2-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=0/366,2-3=-1828/0,3-4=-1828/0 BOT CHORD 7-8=0/1348,6-7=0/1371 WEBS 4-6=-1414/0,4-7=0/471,2-7=0/495,2-8=-1393/0 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. 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)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. co .aGPEFq `i— cc 87022P c" zoNro 2rtr � w .��d NN� , N co 6 ~ 1 N -oj OREGON ti� <v .pO FMBER 1� �p / O P 49639 w� S A. HE?' C4 �FGrs ' ' sStcoNALE EXPIRES: 06/30/2019 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. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,note 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 ANSIrrPl1 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 P ' Job Truss Truss Type Qty Ply 3376 NE SELLWOOD R51740850 PL17-30_MAIN_H F02 FLOOR 10 1 - Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:41:42 2017 Page 1 ID:Ar117mthBISmC3J1 UUp6ugyuVvD-kjnzTYw64optMOQy23zSMnTabiiDn4x4QfcgLcycQL7 I 2-6-0 I 1 1-2-0 1 1 1-0-4 1 P-6-61 Scale:3/8"=1' 1.5x3 H 3x8 = 1.5x3 II 3x8 = 3x6= 1.5x3 II 3x8= 1.5x3 II 3x5 -=- 1 1 2 3 4 5 6 7 8 9 me __e _ - v _ � e TT o 1 14 12 11 10 3x5= 3x10 = 3x6= 3x10 = 3x10 = 1.5x3 II I 8-11-0 9-p18 18-0-12 18-7-' -8 8-11-0 0- 9-0-4 -6-8 Plate Offsets(X,Y)— 19:0-1-8,Edaej LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.30 Vert(LL) -0.04 14-15 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.23 Vert(TL) -0.10 14-15 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.01 13 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:79 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) 9=304/0-6-0,13=968/0-5-8,15=305/0-2-8 Max Gray 9=337(LC 4),13=968(LC 1),15=338(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-962/46,3-4=-962/46,4-5=0/1201,5-6=-36/470,6-7=-36/470,7-8=-981/0, 8-9=-981/0 BOT CHORD 14-15=0/935,13-14=-478/54,12-13=-1201/0,11-12=-100/903 WEBS 5-13=-510/0,2-15=-964/0,4-14=0/1064,4-13=-979/0,9-11=0/1010,7-12=-1026/0, 5-12=0/964 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. 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. C�c3 �NGI NEER /0 87022PE v� orcONIO ..4v �s FwAs N N �• • '''''0, :, , 1 �"$, OREGON cJ iJ = N Oiv,� �OOS ABERE��4, iia , 9639 cit H rs #' SSIONALc, 4 EXPIRES: 06/30/2019 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. I Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 ANSIrrPl1 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. Su109 Citrusite Heights,CA 95610 Job Truss Truss Type Qty Ply 3376 NE SELLWOOD R51740851 - PL17-30_MAIN_H F03 Floor 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:41:44 2017 Page 1 ID:Ar117mthBISmC3J1 UUp6ugyuVvD-g6vjuExNcP3bbKaLAU?xRCZuHVMuFVTNuz5mQUycQL5 0-6-8 H I 2-6-0 1 I 2-4-0 1 1 1-2-0 1 Scale=1:33.8 3x5 = 1.5x3 I I 3x8 = 1.5x3 II 3x8= 3x8 = 1.5x3 II 3x8 = 1.5x3 I I 1 2 3 4 5 6 7 8 9 Ii 0 15 14 13 11 1.5x3 II 3x10 = 3x10 = 3x6 = 3x10 = 3x5= 8-6-81 10-10-8 11-A-0 19-11-0 1 -6-8 10-4-0 0-)L8 8-11-0 Plate Offsets(X,Y)— f1:0-1-8,Edgel,f5:0-3-0,Edge1 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.35 Vert(LL) -0.07 13-14 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.28 Vert(TL) -0.14 13-14 >878 360 BCLL 0.0 Rep Stress Ina YES WB 0.86 Horz(TL) -0.01 10 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:84 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) 1=362/0-6-0,10=293/0-2-8,12=1038/0-5-8 Max Gray 1=389(LC 3),10=336(LC 4),12=1038(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1196/0,2-3=-1196/0,3-4=-650/221,4-5=-650/221,5-6=0/1309,6-7=-950/157, 7-8=-950/157 BOT CHORD 13-14=0/1316,12-13=-1309/0,11-12=-649/34,10-11=0/928 WEBS 5-12=-588/0,1-14=0/1231,3-13=-797/0,5-13=0/1691,8-10=-957/0,6-11=0/1121, 6-12=-930/0 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)10. 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)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. ��\G D PR Op�ss ��5 ��G,INEFR /�2 87022PE -9� zorrro . N N E, . 'dam 7 �4 OREGON cls iUN i N On gBEHE��Q. 0,, 4,4,S6T39 ,cp EXPIRES: 06/30/2019 r September 18,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. III'" 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 A Job Truss Truss Type Qty Ply 3376 NE SELLWOOD R51740852 PL17-30_MAIN_H F04 Floor 2 1 - Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:41:46 2017 Page 1 ID:Ar117mthBISmC3J1 UUp6ugyuVvD-cU1 UJvzd70JJrekkHvl PXdeGmJ36jvpgLHatUNycQL3 0-6-8 I I I 2-6-0 I I 2-2-4 I I 1-2-0 I Scale=1:24.8 1.5x3 I I 3x8= 3x8 = 1.5x3 II 3x8 = 1.5x3 II 1 3x5 = 2 3 4 5 6 7 li 12 11 • 9 1.5x3 II 3x10= 3x6 = 3x10= 3x5 = 10-6-8 1 5-7-4 51-02 14-7-12 0-6-8 5-0-12 0-1-8 8-11-0 Plate Offsets(X,Y)— f1:0-1-8,Edge),f3:0-3-0,Edgel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.22 Vert(LL) -0.04 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.24 Vert(TL) -0.11 8-9 >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/TP12007 Matrix-R Weight:62 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) 1=111/0-6-0,8=334/0-2-8,10=784/0-5-8 Max Uplift 1=-36(LC 4) Max Gray 1=178(LC 3),8=342(LC 4),10=784(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-328/252,2-3=-328/252,3-4=0/764,4-5=-991/0,5-6=-991/0 BOT CHORD 10-11=-764/0,8-9=0/949 WEBS 3-10=-361/0,1-11=-259/338,3-11=0/854,6-8=-978/0,4-9=0/952,4-10=-892/0 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)8. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1. 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)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6)CAUTION,Do not erect truss backwards. c. Co� AGPN '7&,, Wo cp 87022PE 29r ¢ sON1p Via, . ' `a ' /fin. �. y '<Nj, OREGON cp OS A. HE-Cit9,0 ��c s6 ' w� SIDNALV . EXPIRES: 06/30/2019 September 18,2017 1 1 MOM 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 verily the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 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 NE SELLWOOD R51740853 - PL17-30_MAIN_H F05 Floor 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:41:48 2017 Page 1 ID:Ar117mthBISmC3JlUUp6ugyuVvD-Zt9Ekb_tfea14xu6PK4tc2jd_7kxBrhypa3_ZFycQL1 0-6-8 I I I 1-8-8 2-6-0 Scale=1:17.1 1.5x3 II 3x8= 1.5x3 II 3x8 = 1.5x3 II 1 2 3 4 5 —"""IIIIIIIIIIIIIIIIIIIIIWMIIIIIIIIIPIMI."'— _........-_ 3x4= 8 7 3x10 = 355 = 1 0-6-8 018-p 10-1-8 I 0-6-8 0-1-8. 9-5-8 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Ude Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 Vert(LL) -0.06 7 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.28 Vert(TL) -0.12 6-7 >920 360 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:42 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) 1=416/0-6-0,6=416/0-2-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=0/365,2-3=1578/0,3-4=-1578/0 BOT CHORD 7-8=0/961,6-7=0/1243 WEBS 4-6=1282/0,4-7=0/345,2-7=0/636,2-8=-1023/0 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. 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)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. 4PR6F�sS mac'.; ,`'' EFR /c. 10NIO .14 87022PE 9r of was *4 fp G =10 . , ' cn , t y 'aj, OREGON cf, Qiti i ;. N 9 47 On BER '� v. On A. HE��Pa 4,49639,0 ,,4,, ss'ONALS EXPIRES:06/30/2019 September 18,2017 I t 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 114111 • 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 s Job Truss Truss Type Qty Ply 3376 A/E SELLWOOD R51740854 PL17-30_MAIN_H F06 Floor 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:41:51 2017 Page 1 ID:Ar117mthBISmC3J1 UUp6ugyuVvD-zSgNMd1 myZycxPch4SdaEgL8GKmsOCYPVYHe9aycQL_ 0-6-8 I I I 1-4-4 I I 2-6-0 I Scale=1:13.7 1.5x3 II 1.5x3 II 1 3x4= 2 3 3x8 = 4 _ 111111._ — o 7 6 .3 . 1.5x3 II 3x10 = 3x5 = 1 0-6-8 1 7-3-4 1 0-6-8 6-8-12 Plate Offsets(X,Y)— 11:0-1-8,Edge1 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 0.17 Vert(LL) -0.01 5-6 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.20 Vert(TL) -0.08 5-6 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-P Weight:30 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) 1=290/0-6-0,5=290/0-2-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-583/0,2-3=-583/0 BOT CHORD 5-6=0/753 WEBS 3-5=-777/0,1-6=0/637 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. 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)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. � So F'4 o 87022PE 9r • oFwAs ' 2i C� '� ^/ N y %j, OREGON cyz' , ) ;.. PC FMBER \1 .Q / 49639 A4 no A. Hevx °4 '4'Grgre SIGNALS- EXPIRES: 06/30/2019 September 18,2017 t t A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekiE connectors.This design is based only upon parameters shown,and is for an individual building component,not 11111. 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 A/E SELLWOOD ' PL17-30_MAIN_H F07 Floor 2 1 R51740855 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:41:53 2017 Page 1 ID:Ar117mthBISmC3J1 UUp6ugyuVvD-vry7nJ20UACJAjm4Ctf2J5RUk8RMs6AhysmIDTycQKy 0-6-8 I I I 1-0-8 I 2-6-0 Scale=1:17.6 1.5x3 II 3x8= 1.5x3 II 3x8 = 1.5x3 II 1 2 3 4 5 D3x4= 8 7 6 3x10 = 3x5 = 1 0-6-8 -6 8 1 9-5-8 8-11-0 I 0 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.17 Vert(LL) -0.05 7 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.26 Vert(TL) -0.11 6-7 >941 360 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) -0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R 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) 1=387/0-6-0,6=387/0-2-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=0/375,2-3=-1346/0,3-4=-1346/0 BOT CHORD 7-8=0/621,6-7=0/1127 WEBS 4-6=-1162/0,2-7=0/747,2-8=-720/0 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. 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)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. eco ..1GE- c , INo 87022PE 29� 5 PST ro Cr "0 OREGON tip <U , �\ Off/ On MBER Q� ,-a. ,� S A. HERS °„ .0- ,4s,„�-gcsR ' w • 1ONALE,� EXPIRES: 06/30/2019 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 ma 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 NE SELLWOOD R51740856 PL17-30_MAIN_H F08 Floor 7 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:41:55 2017 Page 1 ID:Ar117mthBISmC3J 1U Up6ugyuVvD-rD4tC_4GOnS1QOwSJIiWOW WpSx8JKyA_QAGsHLycQKw 0-6-8 I—I I 25.0 10-11-4 1 I 1-5-8 1 Scale—1:33.3 3x5 = 1.5x3 II 3x8 = 1.5x3 II 3x10 = 1.5x3 II 3x8= 1.5x3 II 3x5= TII 1 2 3 4 5 6 7 8 9 —a` _ TIIII 16 15 14 13 12 11 10 1.5x3 II 3x10 = 3x10 = 3x4 II 3x10 = 3x10 = 1.5x3 II p.6-89-5-12 I 18-11-4 19-5-1? -6-8 8-11-4 9-5-8 b-6-8 Plate Offsets(X,Y)-- f1:0-1-8,Edge),f9:0-1-8,Edge) LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.22 Vert(LL) -0.05 11-12 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.23 Vert(TL) -0.10 11-12 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) -0.01 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:81 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) 1=296/0-6-0,9=324/0-6-0,13=987/0-5-8 Max Gray 1=333(LC 3),9=354(LC 4),13=987(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-965/0,2-3=-965/0,3-4=0/549,4-5=0/549,5-6=-231/374,6-7=-231/374, 7-8=1050/0,8-9=-1050/0 BOT CHORD 14-15=-152/873,13-14=-1267/0,12-13=-1224/0,11-12=-35/1038 WEBS 5-13=-984/0,1-15=0/994,3-14=-1060/0,5-14=0/939,9-11=0/1081,7-12=-952/0, 5-12=0/1187 NOTES- 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)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. ��tip PR OFFS �co �NGI NEER w �� 87022PE yr o�ONAs ,� y �Aj, OREGON d,� <v „, On A. HE,- 'r©k,444G 5639 •el w41 ssIONALE EXPIRES:06/30/2019 September 18,2017 tt ONIIIIM A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIrTPIl 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 A/E SELLWOOD R51740857 PL17-30_MAIN_H 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 10:41:58 2017 Page 1 ID:Arl17mthBISmC3J1 UUp6ugyuVvD-GoI0g069JigcHUf1_QFD098Kg990XJZR68UWugycQKt 0-6-8 I I I 1-6-8 I I 1-5-4 I I 2-6-0 1 0-6 8 I Scale=1:20.7 1.5x3 II 3x8 = 1.5x3 II 3x5 = 1 3x4= 2 3x6= 3 4 5 6 ��oy-IT dIlk03 • r;d, 0 11 9 8 7 1.5x3 II 3x6 = 3x10 = 3x10 = 1.5x3 II 0-6-8 I 1-9-8 11-9-4 112-3-12 I 9-5-4 0-6-8 Plate Offsets(X,Y)— f1:0-1-8,Edoef,f6:0-1-8,Edge) 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 0.23 Vert(LL) -0.05 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.23 Vert(TL) -0.10 8-9 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.56 Horz(TL) -0.01 6 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:51 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, Except: 6-0-0 oc bracing:9-10. REACTIONS. (lb/size) 1=-252/0-6-0,6=352/0-6-0,10=877/0-5-8 Max Uplift 1=-304(LC 4) Max Gray 6=352(LC 4),10=877(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=0/815,4-5=-1044/0,5-6=-1044/0 BOT CHORD 9-10=-815/0,8-9=0/1026 WEBS 2-10=-555/0,1-10=-870/0,6-8=0/1075,4-9=848/0,2-9=0/1105 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 1=304. 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)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. -<°� G NEF9 `SiCo ca 87022PE 29f ',� ONTO ik Gas�,F WAS/14.**ti, N (xi i�, C. - 7 -$, OREGON cp <U rI 9�, '4,/BER N.� �O ,ifr Oka A A. HECk a ,i) 496 s6 wa • 41 SIGNALS EXPIRES:06/30/2019 September 18,2017 1 f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1111=111 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 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 TrussTruss Type Qty Ply 3376 NE SELLWOOD R51740858 PL17-30_MAIN_H F10 Floor 12 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:00 2017 Page 1 ID:Ar117mthBISmC3J1 UUp6ugyuVvD-CBtmFi8PgJ4KWnoQ6rHh5aDdZyg3?CZjZSzdzOZycQKr 2-6-0 I 2-2-0 I I 1-5-8 f 0-gI Scale=1:34.4 3x6 FP= 1.5x3 II 3x8 = 1.5x3 I I 3x8= 3x6= 1.5x3 I I 3x8= 1.5x3 I I 3x5= 1 2 3 4 5 6 7 8 9 r� /�' fir = Io 6 1 14 12 11 ,0 3x5= 3x10= 3x6 = 3x10 = 3x10= 1.5x3 II I 9-11-0 1Q 19-6-0 20-0- 9-11 0 0-1-8 9-5-8 b-6-8 Plate Offsets(X,Y)— 17:0-1-8,Eddei,19:0-1-8,Edgel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.33 Vert(LL) -0.06 14 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.26 Vert(TL) -0.12 14-15 >993 360 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.01 13 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:84 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) 9=314/0-6-0,13=1044/0-5-8,15=346/0-2-8 Max Gray 9=353(LC 4),13=1044(LC 1),15=377(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1271/0,3-4=-1271/0,4-5=0/1335,5-6=-215/519,6-7=-215/519,7-8=-1046/0, 8-9=-1046/0 BOT CHORD 14-15=0/1090,13-14=-347/510,12-13=-1335/0,11-12=-124/1028 WEBS 5-13=-594/0,2-15=-1124/0,4-14=0/913,4-13=-1531/0,9-11=0/1077,7-12=-1002/0, 5-12=0/1169 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. 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. �`o-- G'P E�cR Ror sv0 cu 2 0 14 87022PE 9>' a ofI ,i, . d .•N , -$, OREGON clOAC/ OSA HE��P ° ,p�G s6 • ' `•ce�SioNAL EXPIRES: 06/30/2019 September 18,2017 41 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 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 NE SELLWOOD PLI7-30_MAIN_H F11 Floor R51740859 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:02 2017 Page 1 I D:ArM I7mth BISmC3J 1 U Up6ugyuVvD-8Z?Xg09fMxK2m5yoDGK9A?I?VmVFT6Z01 mSj 1 RycQKp I 1-0-0 I I 2-6-0 I 10-6-8 Scale=1:18.0 1.5x3 II 3x8 = 1.5x3 I I 3x5 = 1 3x4= 2 3 q 0 5 • N v__ 9s a _ 3x10 = 7 6 1.5x3 II 3x10= 1.5x3 II I 9-0-0 I 9-6-8 I 9-0-0 0-6-8 Plate Offsets(X,Y)— f5:0-1-8,Eddel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.24 Vert(LL) -0.05 7-8 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.27 Vert(TL) -0.10 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) -0.00 5 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:40 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) 9=390/0-2-8,5=390/0-6-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=398/0,1-2=-669/0,2-3=-669/0,3-4=-1195/0,4-5=-1195/0 BOT CHORD 7-8=0/1328 WEBS 5-7=0/1231,3-8=-679/0,1-8=0/772 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. 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)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. ��� EO PR Opeo ��g �NER GINE- �C 87022PE 9r TONIO 7 4),OREGON ct�QMH ./ ,.. N 11 / ��S Ae�HER�Pr� /© 4,4,s 2 ,0 w� •• • SstONALE EXPIRES: 06/30/2019 • September 18,2017 • I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. NM- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,note a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek• 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 Failure to Follow Could Cause Property 314' Center plate on joint unless x,y I 6 4-8 dimensions shown int ft-in-sixteenths g offsets are indicated. (Drawings not to scale) Damage or Personal Injury MEIDimensions are in ft-in-sixteenths. 1,41,,, 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 SCSI. TOP CHORDS IIIIIEMIIIIIMMMIMZEIMIM 2. Truss bracing must be designed by an engineer.For 0'-164 wide truss spacing,individual lateral braces themselves may require bracing,or altemative Tor I pMirliin bracing should be considered. O 3. Never exceed the design loading shown and never INMAN, Pi_ Ustack materials on inadequately braced trusses. O O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c7_8 6-7 C5-6 H designer,erection supervisor,property owner and BOTTOM CHORDS all other interested parties. plates 0- 'IA'from outside 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.d b Knots and anPIe at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO g y connector plates. THE LEFT. 9 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSUTPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. 8. Unless otherwise noted,moisture content of lumber software or upon request. shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: 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,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 spacing indicated on design. output. Use T or I bracing 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 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. 4 MIO reaction section indicates jointMimilnill El 17.Install and load vertically unless indicated otherwise. number where bearings occur. Min size shown is for crushing only. NM Ell 6 18 environmental,Use of gor health or performanctreated lumber may e risks.sksse nuunacceptable with project engineer before use. Industry Standards: Mil ANSI/TP11: National Design Specification for Metal 19.andReview iallrportions of this designengopi back,sl wordse g p and pictures)before use.Reviewing pictures alone Plate Connected Wood Truss Construction. is not sufficient. DSS-89: Design Standard entBracing. i1'e � BCSI: Building Component Safety Information, hill20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSUTPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015 MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: PL17-30 UP E Fax 916/676-1909 3376 SELLWOOD E 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: R51740884 thru R51740904 My license renewal date for the state of Oregon is June 30,2019. PR ore ss � 0 NGINEF9 /o29c/ 87022PE N cv yc<‘ OREGON tiP 'Ab ' ISEROs A. HES : •. f d; 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. ....., mit MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: PL17-30 UP E Fax 916/676-1909 3376 SELLWOOD E 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: R51740884 thru R51740904 My license renewal date for the state of Washington is January 2,2019. 0ZONIo dSi,pFW � 1 50. 1,. � d N it �04, 49639,01 4/ crs �,, O OVAL I • 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 E R51740884 - PL17-30_UP_E 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 10:42:19 2017 Page 1 I D:g9Atl6XdD82dZo8mis?ircyuZ?C-8rWyECMKM9Ud I iI4jL78MaWspcG7ygLWxv478yycQKY 1 1-0-0 1 P-6-91 11-2-0 110-11-11 I 1-6-0 1 Scale=1:32.5 3x4 = 3x4= 3x4= 3x4= 3x4= 3x4 = 3x4= 4x4 = 3x4= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 e / Et 0 • .•-• 0.--A e o -.. ' 29 28 27 26 25 24 23 22 21 20 3x4 = 3x5= 3x5 = 3x5= 3x5 = 3x5= 3x5 = 4x5= 3x4 = 3x4 = 16-10-1 I 15-8-16-3-11 I 19-6-12 15-8-1 0-7-0 0-7-0 2-8-11 Plate Offsets(X,Y)- 116:0-1-8,Edael,121:0-1-8,Edael LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) l/defl Lid 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!nor 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. ,`,Q' a pROFF6, �C?�� ��G N EFR /�2 • 4 TONIo p 87022PE 9� a`' oFw '• % tom N -57 CI‘'�j, OREGON ti� . / ���SMBER 1r'�4�4 0 44. kFG 56 r, A. HER `�SIONALV • EXPIRES: 06/30/2019 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. 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 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 E R51740885 PL17-30_UP_E 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 10:42:22 2017 Page 1 I D:g9Atl6XdD82dZo8mis?ircyuZ?C-ZQC5tDPCf4sC9AUe0ThrD7PXgHg9COzdtI nkHycQKV 1 1-0-0 1 1 1-0-9 11-2-0 110-11-11 Scale=1:33.3 1.5x3 I I 1.5x3 I I 1.5x3 I I 1.5x3 I I 1.5x3 I I 1.5x3 II 1.5x3 I I 1.5x3 I I 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 -A/N.-4/Nillill•2/N.0 o e -® a o - e oqX/ o 3i 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 10-7-0 12 6 1'0-7-o I 19-6-12 11-11-1 6-5-11 Plate Offsets(X,Y)-- 112:0-1-8,Edgei,(23:0-1-8,Edgei LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl 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 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=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. �`3���NG NEF,q `r�0 ,,,,_`-4 ->":„. 7.'__,.., 010NION,,�p, 87022PE r G�5 OVWAStt . • div. Y' ,d . • 1 ._` 1 tii gN� rye _ N 7 -$, OREGON (t) 1L _vrr ���SMBER 1r��Q�O ��© •pFG 5 �q �i� A HE?' "0"' EXPIRES: 06/30/2019 September 18,2017 4 1 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,note 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 E R51740886 - PL17-30_UP_E 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 10:42:26 2017 Page 1 ID:g9Atl6Xd D82dZo 8mis?i rcyuZ?C-R BSb i bSjjJ Meen oQdJ In8314 U Reh5?xYY VG?u2ycQKR 1 1-0-0 11-0-131-2-0 I I 0-11-7 I I 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 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= I 20-6-12 20-6-12 Plate Offsets(X,Y)-- (25:0-1-8,Edae(,(26:0-1-8,Edge( LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 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 Incr YES WB 0.47 Horz(TL) -0.07 33 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:101 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 Kirp fi oFFs REACTIONS. (lb/size) 22=749/Mechanical,33=749/Mechanical \����\AGINEE ,s- c,1. d'9(Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. R qp w 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, 4Z- 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, 9 U2N 25-26=0/3420,24-25=0/2936,23-24=0/2003,22-23=0/758 S. 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, y '�j, OREGON (f3Q<C/ 6-29=0/470,8-29=-346/0,12-26=-547/45,20-22=-1041/0,20-23=0/924,18-23=-786/0, "POn AMBER ` 18-24=0/691,15-24=-589/0,15-25=0/771 S .\\`P NOTES- A. HE¢ 1)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. 010NIO ke., CC° OF WAS.lNG�,. I- GISTY 4,4 49639 c Ss1ONALS 0 September 18,2017 it it 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,notIp 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 E R51740887 PL17-30_UP_E 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 10:42:28 2017 Page 1 I D:g9Atl6XdD82dZo8mis?ircyuZ?C-OZZM7 HTzEwcMt5xolknFEUNQOEI MZtRr?pl5yxycQ KP I 2-6-0 I 1 1-5-1 II 1-2-0 I I 1-6-11 I 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 I —i m oe e o U a `, 1'1 14 13 12 11 1+ 3x4 = 3x8 = 3x4 = 1.5x3 II 3x8 = 3x4= 9-10-9 I 9-2-1 0-V8 ro-i 0 I 6-11-3 1 0-7-0 Plate Offsets(X,Y)— f6:0-1-8,Edge),f13:0-1-8,Edge) LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud 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 Incr 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. S<<0AGI NEF,q `s% au 2'9 TONIO 87022PE f es$OV WAS 4. C, , CP cV r 1 tzf -y �-0j, OREGON r Q�N / -. N 'A� AMBER �\ -7I On A. HE��PG ��G s6i• ' <v sSIONALti EXPIRES: 06/30/2019 September 18,2017 4 r r.� 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,note 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 E R51740888 - PL17-30_UP_E F06 FLOOR 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:31 2017 Page 1 ID:eS5ErBCWsbn8SLwUvK mFTyIdZU-o8FUIIWrXr wkYgNQsLyr6?z9SRNmJBHhn_mZGycQKM I 0-9-0 I 2-6-0 I Scale:3/4"=1' 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 ll 1 2 3 4 5 u m i o` e 8 7 6� 3x6 = 3x4 = 3x4 = 011-58-7-8 I 0-1- 8-6-0 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.17 Vert(LL) -0.02 7 >999 480 MT20 220/195 I 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 IBC2012/TPI2007 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. N c_ 2 87022PE 9rzoruo Oc' O4� c'f y "cj, OREGON tic 4 liv_ .) o A Or, ABEREka ��Q� do 4, 49639,4, k� • H s1 .e' sSIONALti • EXPIRES: 06/30/2019 September 18,2017 ®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 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 E R51740889 PL17-30_UP_E 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 10:42:33 2017 Page 1 ID:eS5ErBCWsbn8SLwUvK_mFTyIdZU-kXNFA_X63SEe_sgmYHNQxX5HRF4oE71a95Tsd8ycQKK 2-6-0 I 2-0-0 I I 1-1-13 I I 1-6-0 I I 1-2-0 II 1-2-7 I I 2-0-0 I 2-0-0 I Scale=1:37.1 3x4 = 3x4= 3x10= 3x6 FP=3x4 = 3x4 = 3x4=- 1 1 2 3 4 5 6 7 8 9 10 11 12 13 17 23 22 21 20 119 18 17 16 15 14 3x4= 3x6 =3x6 FP= 3x8 = 3x4 II 3x5= 3x5= 3x4 = 16-8-5 I 12-6-0 12171-4 15-6-516-1-5 22-3-4 12-6-0 01 I 4 2-11-1 b-7-ob-7-ol 5-6-15 Plate Offsets(X,Y)— f9:0-1-8,Edgel,f10:0-1-8,Edoef LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.32 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 BCLL 0.0 Rep Stress Ina- 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. ����d P R VFk-o J r�5 \yGINEtcc� /o ct- 87022PE 9f 010NI° a 0f was ' 1. CP w °Di!i" °. d y• Aj, OREGON ti�Ol 'ACS EMBER �� / r O 49639 c{� S A. HERS °,6",s,,,,��Gts ' ' I0NALS EXPIRES:06/30/2019 September 18,2017 t 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 MiTekiS 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 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 E R51740890 • PL17-30_UP_E 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 10:42:35 2017 Page 1 I D:g9Atl6XdD82dZo8mis?ircyuZ?C-gwU?bgZMb4VMDA_8fiQuoyAeo3kCi5ktcOyzi l ycQ KI 2-6-0 I I 1-5-13 1 1 1-2-0 I I 1-2-7 I I 2-0-0 I 2-0-0 Scale=1:23.1 1.5x3 II 3x4 = 1.5x3 II 3x4= 1.5x3 II 3x4 P. 1.5x3 II 1 2 3 4 53x4 = 6 7 8 e e V e e 1 t 13 12 11 10 J 3x4 = 3x6 = 1.5x3 II 1.5x3 II 3x5= 3x4 = I 6-10-5 17-5-5 18-0-5 I 13-7-4 6-10-5 0-7-0 0-7-0 5-6-15 Plate Offsets(X,Y)— f4:0-1-8,Edael.f5:0-1-8,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 0.20 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 Incr 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. G. 4 FEF, wo cf -4, 2v 87022PE j oFwN 2i NCC '` N v ,7 N -y Aj, OREGON c; <v 'AO AMBER 1� . On A. HEk�P � �tk �G s6 , w� SSIOI ALS ° EXPIRES:06/30/2019 September 18,2017 1 4 IMMO A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev.10/03/2015 BEFORE USE. Mil 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 ivi i1ek" 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 ANSIfTP11 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 E R51740891 PL17-30_UP_E 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 10:42:37 2017 Page 1 I D:eS5ErBCWsbn8SLwUvK_mFTyIdZU-dl cm0Mac7h14ST7Xn6SM5N F_2tRrA?VA4iR4mwycQKG 1 2-6-0 I I 1-5-13 i t 1-2-0 10,i 1 2-3-0 f 2-3-0 Scale=1:22.7 1.5x3 II 1.5x3 II 3x4 = 1.5x3 II 3x4 = 3x4= 3x4= 1.5x3 11 1 2 3 4 5 6 7 8 I — — , ' T\— 0 0 0 0 ' _ • 1! 13 12 11 10 9 3x4 = 3x6= 1.5x3 I I 1.5x3 I 13x6= 3x4 = I 6-10-5 17-5-5 1 8-0-5 I 13-4-4 I 6-10-5 0-7-0 0-7-0 5-3-15 Plate Offsets(X,Y)— 14:0-1-8,Edge1,15:0-1-8,Edge) 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. -<� � PRoFFs �C?�5 �NG1NEERwo 87022PE 9r co ovwAs G . y ��j, OREGON q, ��N i iii 4%.1 a On A- HE "14 4, 49639.,k, e SSIONALE EXPIRES: 06/30/2019 September 18,2017 • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 E R51740892 - PL17-30_UP_E 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 10:42:39 2017 Page 1 I D:g9Atl6XdD82dZo8mis?ircyuZ?C-ZhkWR1 ctfl?oinHwuXUgAoLJPg63ew8TXOwBroycQKE 2-5-13 I I 1-2-0 I I 1-1-11 I I 2-6-0 Scale=1:17.6 I 1.5x3 I 3x4 I 1.5x3 3x4 = 1.5x3 II 1 2 3 3x4= 4 5 6 s :.WIIIIIIIIIP"— ---- e ® o q o —N' s eo- 11 10 9 8 1.5x3 II 1.5x3 I I 3x6= 3x4= 3x4= 1 2-8-13 1 3-3-13 13- 10-13 I 10- 5-0 I 2-8-13 0-7-0 0-7-0 6-6-3 Plate Offsets(X,Y)— f2:0-1-8,Edae1.f3:0-1-8,Edgel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TOLL 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 BOLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 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. ��— PR 6FFts �C?\5 ��yG l NE�cR s/o�9 87022PE • e �oNr et of was t ii,' .e' d tri y —is OREGON (yam 'A� AMBER 1\ �� / �S, �Q' ,t, 49639 <y� A. HEP .� -'GrsT 1 "sto 06 EXPIRES: 06/30/2019 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. 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 E R51740893 PL17-30_UP_E F11 FLOOR 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:41 2017 Page 1 I D:g9AtI6XdD82dZo8mis?ircyuZ?C-V4sGsjd7AwFWx5R10yWl FDQdwUkk6lpm?KPHvhycQKC 1 2-6-0 I 10-10-12 1 1 1-2-0 1 I 1-11-0 1 Scale=1:29.3 1.5x3 II 3x6 = 1.5x3 II 3x4= 1.5x3 II 3x4 = 1.5x3 II 3x6 = 1.5x3 I I 1 2 3 4 5 6 7 8 9 Imo/ 1111111111114111111111111111111411111r /o o m a e c 1� 14 13 12 11 `•; 3x4 = 3x8= 1.5x3 II 3x4 = 3x8= 3x4 = 7-6-12 I 6-3-4 Is 10 4l 7-s a 1 I 17-2-12 I 6-3-4 0-7-0 0-7-0 9-8-0 0-1-8 Plate Offsets(X,Y)-- 14:0-1-8,Edgel,f12:0-1-8,Edgel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.41 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 Incr 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. '<c9k° P R OFFS �co �NAGINEF,4 Wo 2 �� 87022PE �r oFwAs G , �x Q , N `' + N y pis OREGON tip <C/ O �� �S+ 4Q' 44 k 49639 47 • A. HECS ©,� •G/s ' ,e s.1-0NALE ' EXPIRES: 06/30/2019 • September 18,2017 1 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,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 MiTe k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 E R51740894 - PL17-30_UP_E 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 10:42:44 2017 Page 1 I D:g9Atl6XdD82dZo8mis?ircyuZ?C-weXPUlg?Trd4oYAth54?ts281hkcJ6nChldyWOycQK9 I 2-6-0 I 2-6-0 110-10-12 I I 1-2-0 11 1-4-0 I I 2-3-0 Scale=1:31.1 1.5x3 II 3x6= 1.5x3 II 3x4 = 3x4 = 1.5x3 II 3x4 = 1.5x3 II 3x6= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 e / .e � o'/ 11441441414144414- -00............. -1114144141411140141 • m 1' 16 15 14 13 12 if 3x4 = 3x8 = 1.5x3 II 1.5x3 II 3x6= 3x8 = 3x4 = I 6-3-4 6-10-417-5-4 I 18-3-4 I 6-3-4 0-7-0 0-7-0 10-10-0 Plate Offsets(X,Y)— f4:0-1-8,Edael,f5:0-1-8,Edae1 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl L/d 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(fiat) 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. _co pROreo �S�cG N Fq `S,O 4-C 87022PE 29r P�/wNAs Go °FQ �CV 7 SAT OREGON cy�O0 ...Itilr , N lb,—,AMBER \A ,�• '4 f P 49639 , S A. HE�� ° ��Gis ' ' `rSjOhTALti6 EXPIRES: 06/30/2019 September 18,2017 r.� AWARNING-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 MiTeke 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 E R51740895 PL17-30_UP_E 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 10:42:46 2017 Page 1 ID:g9Atl6XdD82dZo8mis?ircyuZ?C-s 1 f9vRhG?Sto 1 sJGoV6TyH7UxVQ0n?D VSc62buycQK7 2-6-0 I 2-6-0 I I 1-1-8 i 1 1-2-0 II 1-2-8 II 2-3-0 0-1i8 Scale=1:30.6 3x6= 3x4 = 3x4= 3x4= 3x6= 1 2 3 4 5 6 7 8 9 10 e e 44.1411144111104%i * 10000.1..... 444144141411114%w i- 18 1- 16 15 14 13 12 1 3x4= 3x8 = 3x6= 3x8 = 3x6 = I 18-6-0 I 18-6-0 Plate Offsets(X,Y)-- 14:0-1-8,Edael,15:0-1-8,Edgel,118:0-1-8,0-0-01 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (Ioc) Vdefl L/d PLATES GRIP TCLL 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/TP12007 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. ���EO P R OFFS mac.. ��G'NEER s/02 87022PE 9r" zoNro N �N �0-$,OREGON cP,,,,t./ `41P')1',. N On MBER \� . d 49639�,��,, 44' S A- HE�� �'° ��crs sSIONALEv. � EXPIRES: 06/30/2019 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. 1111° 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 E R51740896 PL17-30_UP_E 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 10:42:48 2017 Page 1 ID:g9AtI6XdD82dZo8mis?ircyuZ?C-oQnwK6jWX37WH9Teww8x2iCrUlB1 F?Nocwb9fnycQK5 I 2-6-0I I 0-11-12 I 1-2-0I 0-6-12 o 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- _ q o • 0 0 LL m 13 V — ee A o o a 1 11 10 9e3x4= 3x6= 1.5x3 H 3x4 = 3x6 = I 10-11-8 I 10-11-8 Plate Offsets(X,Y)— 14:0-1-8,Edqel,f9:0-1-8,Edgel,(13:0-1-8,0-0-01 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.26 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. �S, N F,q 6) kr 29 • ZONIO 87022PE r bac• ofwAs ".,4— cv 7&�- OREGON lc?Q�N k,,' N CLOS A,gEHE��Q� . mo•n, 4,,s6 , s,4, • Isrik- ,e sSIONALti-0 EXPIRES: 06/30/2019 September 18,2017 I t e.... 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,anti is for an individual building component,not IIII « 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 E R51740897 PL17-30_UP_E 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 10:42:51 2017 Page 1 I D:g9Atl6XdD82dZo8mis?ircyuZ?C-C?S2y810q_W58dCDb3iefKgJ9WEPSF5El ugpG6ycQK2 1-1-12 I 1"0"7 i 2-6-0 I I 1-2-00-8-9 Scale=1:21.1 3x4 II 3x6= 1.5x3 II 304 = 1.5x3 II 3x4= 1.5x3 II 1 4x6 2 3 4 5 6 7 8 e e e o_NN e ,---------------------- . o5, e e o 0 e _. o e 14 12 11 10 9 3x4 II 4x8 = 3x8= 1.5x3 II 3x4= 3x4 = 1 1-4-12 l--14 12 12 I 1-4-12 0-1-8 11-0-8 Plate Offsets(X,Y)-- f1:Edae,0-1-81,f5:0-1-8,Edoel,f10:0-1-8,Edae1,f14:Edge,0-1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 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/TP12007 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. -f+(tgP„ �-. 10-0-0 oc bracing:13-14. Vkso REACTIONS. (lb/size) 13=2371/0-5-8,9=277/Mechanical c,..'<C\3% Max Uplift 9=-74(LC 3) �NGINEF,4 /2 Max Gray 13=2371(LC 1),9=427(LC 4) 9 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 87022PE r 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 N 7, NOTEs- y �"Cj, OREGON (1, ,...14./ 1)Unbalanced floor live loads have been considered for this design. •P 'Me ER \\ 2)Refer to girder(s)for truss to truss connections. O P 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9. s 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)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 O'tONIO itt Uniform Loads(plf) 44- Vert:9-14=-8,1-8=-80 Cly • WAS��� Concentrated Loads(Ib) i ?. 'J Vert:1=-1560(F) ,` 6 V .-: N 49639' w`� -'4,4, 49639,4, °'ONALE_ September 18,2017 I t 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 MIx a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �t building design. Bracing indicated is to prevent buckling of 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 E - PL17-30_UP_E F17 FLOOR 7 1 R51740898 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:54 2017 Page 1 ID:eSSErBCWsbn8SLwUvK mFTyIdZU-da8BaAnH7vug?4xoGBFLHzSoQjAQ122g_s2TtRycQK? 1-1-12 I 2-6-0 1 1-0-7 I I 1-2-0 I I 1-1-9I 0-18 H- Scale=1:35.0 1.5x3 II 1.5x3 II 4x6 = 3x4 II 3x8 = 1.5x3 II 3x4 = 3x4 = 1.5x3 II 3x4= 3x6 FP= 3x6 = 1.5x3 = 2 ® 3 4 5® 6 7 8 9 10 11 12 ° ® e m EnIlat e/0 0 0 -e- / `'i, 22 I 21 0 19 18 17 16 15 14M. 3x4 II 4x10= 3x6 FP= 3x10 = 1.5x3 II 1.5x3 II 3x6= 3x8= 3x6= 1-4-12 1 20-10-4 1-4-12 0-1-8 19 -4-0 I Plate Offsets(X,Y)-- (1:Edge,0-1-81,15:0-1-8,Edge1,16:0-1-8,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 6-0-0 t(1c� 10-0-0 oc bracing:20-21,14-15. ��� U T QCs REACTIONS. (lb/size) 20=2651/0-5-8,13=716/0-5-8 Max Holz 20=2495(LC 4),13=-2495(LC 4) 5 GINE 9 �4., Max Gray 20=2651(LC 1),13=804(LC 4) �� N F 2 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 87022 P E '9t" 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, (JS rV 13-1 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, ) OREGON V �N 11-13=-9187/0,11-14=0/1282,8-14=-653/163,8-15=-344/219,7-15=-297/0, IN ' ' ER \\6 �� 7 NOTES- 1) �s A. H E; 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. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). orcONIO p. 4. LOAD CASE(S) Standard • GO°J Of VJASIN ". 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 ' ° ' Uniform Loads(plf) • <op Vert:13-21=-8,1-12=-80 dN Concentrated Loads(lb) � Vert:1=-1560(F) 4,49639 wa • ,0GISTER :,e' • �SIONALV' September 18,2017 • • AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 mg 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 i Job Truss Truss Type Qty Ply 3376 SELLWOOD E R51740899 PL17-30_UP_E 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 10:42:56 2017 Page 1 I D:g9At16Xd D82dZo Bmis?i rcyuZ?C-ZyGx?rpXeXBN E04BOcl pM OYC7Xs57YozRAXaw4cQJz 2-6-0 I I 1-5-5 I I 1-2-0 11-0 15 Scale=1:28.8 1.5x3 II 3x6 = 1.5x3 II 3x4 = 1.5x3 U 3x4 = 1.5x3 II 3x5 = 1.5x3 II 1 2 3 4 5 6 7 8 9 ! 000000000000011 -.L fikiiiiiiiiiiiiiiiiiiit SI 4.0000._I_No e ee e e 15 14 13 12 11 10 3x4= 3x8 = 3x4 = 1.5x3 II 3x8 = 3x4= 16-11-4 I I 16-11-4 Plate Offsets(X,Y)— 16:0-1-8,Edael,1.13:0-1-8,Edgel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.35 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 Weight:75 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TP12007 Matrix-R 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 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. ���ti0 P R°Fes° r�5 �NGINE�-• /C) 87022PE 9< $ 0 4waOI ig C\ p N / N -yAj, OREGON ti C' MBER \ \ e6 On A. HE?` P II, 4,�G s6 3 w • ssIONAL� EXPIRES: 06/30/2019 September 18,2017 4 4 ®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 MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 777 7777 7e 109 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA 95610 a. Job Truss Truss Type Qty Ply 3376 SELLWOOD E R51740900 - PL17-30_UP_E 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 10:42:59 2017 Page 1 ID:g9Atl6XdD82dZo8mis?ircyuZ?C-zXx4etrPxSWy5spm3krW ONXktbKu6P87mEXeycQJw 2-6-0 I I 1-5-5I 1-2-0 I 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 I. o e o e e 15 14 13 12 11 1. 3x4 = 3x8 = 3x4 = 1.5x3 II 3x8 = 3x4= 9-10-13 I 9-2-5 9-1-13 10-5-131 17-4-12 9-2-5 0--8 0-7-0 6-10-15 0-7-0 Plate Offsets(X,Y)— f6:0-1-8,Edge1.F13:0-1-8,Edge1 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud 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 lncr 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/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. 5���NAG PN 4,,, w0 �c, R 2 87022PE 9r �yTONIp gip, �a OF71744: W a -y Aj, OREGON q5) 14/ F 1 ,r C'OS gBEHE��Q� .a �� s6 ' • k' a • `.S,,,.. --46 EXPIRES:06/30/2019 September 18,2017 I —.. 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 e 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 4 J Job Truss Truss Type Qty Ply 3376 SELLWOOD E R51740901 PL17-30_UP_E 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 14:23:39 2017 Page 1 ID:g9AtI6XdD82dZo8mis?ircyuZ?C-JBIkuE91Hz_SoOdEmjvmG9kh1 EzTSDA?IB5gyvycLKY I 1-1-12 I I 1-2-8 1 1 1-0-0I I 1-0-0 I I 1-2-0 I Scale.3/4'=1' 6x6= 3x6 II 5x6 II 5x5 II 3x6 I I 4x6 II 556 II 3x6 I I 1 2 16 3 17 4 18 5 6 7 15 8 e e e e :NN'N'N..... .'NN>'N'. , /......... ....".."7:2 Z NN Z7— : --- e e e o 0 o o e e e < 4x4=- 15 15 14 13 12 11 10 354 II 4x6= 1.5x3 II 1.5x3 II 4510= 4x8= I 1-4-12 11.614 8-9-4 I 1-4-12 OL1-8 7-3-0 Plate Offsets(X,Y)— r3:0-3-0,Eddel,14:0-3-0,Eddel,F6:0-3-0,Edael,r7:0-3-0,Edoel,f9:Edde,0-1-81,F13:0-1-8,Edgel.115:Edae,0-1-81 LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) 1/defl 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 Incr NO WB 0.79 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:57 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bract WEBS 2x4 DF Stud/Std(flat) ��Eo PR Ores REACTIONS. (lb/size) 9=2213/0-5-8 (min.0-1-8),14=4121/0-5-8 (min.0-1-14) c ' !\c3 NB Sj Max Gray 9=2435(LC 4),14=4121(LC 1) �� `i`v FR 029 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 87022 P E r 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, (a $ N3-14=-3317/0 y '�J, OREGON ti� NOTES- "POn BER 11 yr 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:06/30/2019 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 0TONIO '4 '° 1) Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Jam,' Uniform Loads(plf) �d Of w W Vert:9-15=-5,1-8=-50 ,c ��«:, d Concentrated Loads(Ib) . N Veil:8=-726(F)1=-1560(F)6=-716(F)7=-716(F)16=-716(F)17=-716(F)18=-716(F) - _ 4p 49639,A q, .', FCIST • sSIONALe September 18,2017 I t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 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 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 4 • 6. Job Truss Truss Type Qty Ply 3376 SELLWOOD E " PL17-30_UP_E F30 Floor 851740902 2 1 Pacific Lumber&Truss Co., Beaverton,Oregon Job Reference(optional) 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:43:04 2017 Page 1 I D:g9Atl6XdD82dZo8mis?ircyuZ7C-IMczhavYm_8FCdijsHRhh4tWmIgH?9o8HPT?CrycQJr 1 1-1-12 1 1 2-6-0 I 1-10-4 11 1-2-14 1 1 1-2-0 II 1-5-6 0-1118 Scale=1:35.0 4x6 = 3x4 I 1.5x3 II 1.5x3 II 3x4 = 1.5x3 II 3x6 = 3x5 = 3x6 FP= 3x4 = 1.5x3 II 3x4 = •1 2 3 4 5 6 1 = • ®a 7 6 9 10 11 1 x3 12 22 e 21 19 3x4 II 4x8 = 18 16 15 14 3x6 FP= 3x6 = 3x6= 3x8 = 1.5x3 II 3x4 = 3x6= 1-4-12 1 1-4-12 0 8 8-9 -0 20-10-4 I7-2-12 12-1-4 I Plate Offsets(X,Y)— (1:Edge,0-1-81,19:0-1-8,Edgel,114:0-1-8,Edgel,f21:Edae,0-1-81,122:0-1-8,0-0-01 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL) -0.06 15-16 >999 480 TCDL 10.0 Lumber DOL 1.00 BC 0.31 Vert(TL) -0.09 15-16 >999 360 MT20 220/195 BCLL 0.0 Rep Stress Incr NO WB 0.63 Horz(TL) -0.01 17 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight 97 lb FT=0%F,0%E LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BRACING- BOT CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, WEBS 2x4 DF Stud/Std(flat) except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0���-P+ IRO FS REACTIONS. (lb/size) 20=2191/0-5-8,17=737/0-5-8,13=440/0-5-8 1JJ °P en Gray 20=2286(LC 3),17=990(LC 4),13=450(LC 5) ,NJ .q.., .09 cS'j0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 2 TOP CHORD 1-2=0/2271,2-3=0/2275,3-4=-59/1132,4-5=-59/1132,5-6=0/1023,6-8=871/0, 87022 P E 9r 8-9=-871/0,9-10=-1167/0,10-11=-1167/0 BOT CHORD 18-20=-1659/16,17-18=-1023/0,16-17=-291/0,15-16=0/1167,14-15=0/1167, 13-14=0/927 WEBS 5-17=-414/90,1-20=2765/0,3-20=-1298/0,3-18=-217/723,5-18=-321/659, 5 N N 9-16=-427/0,6-16=0/1082,6-17=-929/0,11-13=-986/0,11-14=0/330 �A), OREGON ti� ZO I NOTES- �O�1/49 AN\P�� 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. A H�� Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION,Do not erect truss backwards. 4)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 EXPIRES: 06/30/2019 chord. 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). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) 1...14,10N-10 Vert:13-21=-8,1-12=-80 Concentrated Loads(Ib) ASI e©f Of w Vert:1=-1560(F) W- e " � .1$ 4, 49639 k 4GISTER ,c' �SIONAL' I September 18,2017 AWARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. OMEN 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 �A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek" 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 a' Job Truss Truss Type Qty Ply3376 SELLWOOD E R51740903 PL17-30_UP_E F31 1. FLooR 1 1 Job Reference(optional) 8.130 s Sep 1 2017 MiTek Industries,Inc. Mon Sep 18 14:24:04 2017 Page 1 Pacific Lumber&Truss Co.,Beaverton,Oregon ID:g9Atl6XdD82dZO8mis?ircyuZ?C-4_mB7nS_Oe8y1s12jTsenQG3plgApeWg2aefKyycLK9 1-11-10 2-6-0 I I 1-4-12 I I 1-3-4 I I 1-1-2 I I 1-2-0 I I I Scale=1:17.1 1.5x3 II 1.5x3 II 3x6= 3x4= 1.5x3 II 1 2 3 4 5 3x4= 6 3x6— 7 o ® z e o '— Z — o e 3x4= 3� 1 0 1.553 II3x6= 3x4= 3x4= 3x6= 8-9-01 I 10-4-12 I 0 I 1-4-12 - -8 2-10-6 1 0-7-0 1 4-0-6 I 4 -8-10 1-7-12 1-4-12 -1-gg 1-4-20-7-0 0-7-0 Plate Offsets(X,Y)- f3:0-1-8,Edgel.f10:0-1-8,Edgel 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 0.22 Vert(LL) -0.03 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.16 Vert(TL) -0.06 9-10 >999 360 BCLL 0.0 Rep Stress[nor YES WB 0.27 Horz(TL) 0.00 9 n/a n/a Weight:50 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TP12007 Matrix-R LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing._ WEBS 2x4 DF Stud/Std(flat) ���0 F R OFFS REACTIONS. (lb/size) 9=787/0-5-8 (min.0-1-8),13=96/0-5-8 (min.0-1-8),12=273/0-5-8 (min.0-1-8),8=-253/0-4-0 (min.0-1-8) �c...-•-, � �NGINEFR S/O217_,.. Max Uplift 8=-301(LC 3) Max Gray 9=794(LC 12),13=123(LC 12),12=275(LC 3) Q 87022PE FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-354/0,4-5=-354/0,5-6=0/454 eV BOT CHORD 11-12=0/354,10-11=0/354,9-10=0/258,8-9=-454/0 (n WEBS 6-9=-483/0,3-12=-397/0,5-9=-752/0,6-8=0/537 7 SAT OREGON fly OZN NOTES- 'P 1) AN i‘ Q� 1) Unbalanced floor live loads have been considered for this design. s 2) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 301 lb uplift at joint 8. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. A A. {'fie ck 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. LOAD CASE(S) Standard orcONIO O O4 WAS "1549639 AI A,�FGISTER-v'' • sSIONALS September 18,2017 AWARNING-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 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 ANSIITPII 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 Heights,CA 95610 l C kr Job Truss Truss Type Qty Ply 3376 SELLWOOD E ` PL17-30_UP_E G01 FLOOR GIRDER 851740904 1 1 Pacific Lumber&Truss Co., Beaverton,Oregon Job Reference(optional) 8.130 s Sep 11 017 18 10:43:10 2017 Page 1 ID:g9Atl6XdD82dZo8ms?i? Z?CMon -9f6Exe_JLgvOwY9tCYY5xL7VaAczPohlfLwKQVycOJI I 1-0-0 1 1 1-2-13 11 1-2-0 110-10-31 Scale=1:34.8 4x4 = 3x4 II 5x6= 3x4 = 3x4 = 3x4= 354= 3x4 = 1 2 3 3x6 FP= 3x4= 3x5 = 3x4 I I ( 32 4 34 5 6 7 8 9 10 11 12 13 14 15 1617 18 19 20 21 oit : er 31 30 29 28 27 26 25 24 23 22 3x6 = 4x8 = 356=356 FP= 3x5= 355 = 3x5 = 3x4= 4x4 = 355 = 3 _ 3x8 WB= 3x6 = 1 20-10-8 Plate Offsets(X,Y)- (1:Edge.0-1-81,(25:0 1-S,Edgel.(26:0-1-8,Edge) 20-10-8 I LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in Ioc 1/deft Ud 4 TCLL 40.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL) -0.40 26-27 >616 480 PLATES GRIP TCDL 10.0 Lumber DOL 1.00 BC 0.74 Vert(TL) -0.63 26-27 >393 360 MT20 220/195 BCLL 0.0 Rep Stress Incr NO WB 0.86 Holz(TL) 0.09 22 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:106 lb FT=0%F,0%E LUMBER- TOP CHORD 2x4 DF 2400F 2.0E(flat) LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, WEBS 2x4 DF Stud/Std(flat) except end verticals. OTHERS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 i ��R ��ROFFs REACTIONS. (lb/size) 33=1280/0-5-8,22=724/Mechanical ���Gj N(j INEFn :n FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 7 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, 87022 P E Q1"' 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 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, N((% N 25-26=0/3687,24-25=0/3093,23-24=0/2047,22-23=0/783 . '$, OREGON tis Q4/ WEBS 13-26=0/301,14-25=-482/0,2-33=-1880/0,2-32=0/1698,4-32=-1762/0,4-31=0/845, 5-31=-503/0,10-27=-264/27,12-27=0/365,12-26=-810/0,20-22=1048/0,20-23=0/926, MBER �� 18-23=-810/0,18-24=0/747,15-24=-690/0,15-25=0/953 NOTES- S A. HE¢ P 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. EXPIRES: �6�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. 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 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). a OZ I- LOAD CASE(S) Standard F AS 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 /p Uniform Loads(plf) `,S' A -' 4 �y 't-.) Vert:22-33=-5,1-21=-50 + Concentrated Loads(Ib) Vert:34=870(F) or 7 4) 4963Qt 9 vor 4/ NAL September 18,2017 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 is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MiTek• 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 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 1 314' Center plate on joint unless x,y I I (Drawings not to scale) Damage or Personal Injury . r_�� Dimensions offsetsare areindicatedin ft in-sixteenths. 1140 . Apply pylatesembed to bothteeth.sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. diagonal or X-bracing,is always required. See BCSI. TOP CHORDS C1-2 C2_3 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves 0'�7fi 4 may require bracing,or alternative Tor I bracing should be considered. 0= 3. Never exceed the design loading shown and never 0_111111. O=a stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building I.I.gdri wag I- designer,erection supervisor,property owner and For 4 x 2 orientation,locate BOTTOM CHORDS all other interested parties. plates 0- from outside 6 5 5. Cut members to bear tightly against each other. edge of truss. 8 7 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE locations a et and be ed fully d by and ane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. 7. Design assumes trusses will be suitably protected from Connector plates. the environment in accord with ANSIITPI 1. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. 8. Unless otherwise noted,moisture content of lumber software or upon request. shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for use with fire retardant,preservative treated,or green lumber. PLATE SIZE ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the responsibility of truss fabricator.General practice is to 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 camonrfoldead lues deflection. to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 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 it 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 spacing indicated on design. output. Use T or I bracing Lumber design values are in accordance with ANSI/TPI 1 if indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values 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 (supports)occur. Icons vary but Rights16.Do not cut or alter truss member or plate without prior ©2012 MiTek®All Reserved approval of an engineer. tIIIMI reaction section indicates joint 17.Install and load vertically unless indicated otherwise. number where bearings occur. �� 18.Use of green or treated lumber may pose unacceptable Min size shown is for crushing only. environmental,health or performance risks.Consult with Industry Standards: project engineer before use. 19.Review all portions of this design(front,back,words ANSI/TPI1: National Design Specification for Metal and pictures)before use.Reviewing pictures alone Plate Connected Wood Truss Construction. is not sufficient. DSB-89: Design Standard for Bracing. i�e�� 20.Design assumes manufacture in accordance with BCSI: Building Component Safety Information, ANSIlTPI 1 Quality Criteria. Guide to Good Practice for Handling, Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015