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Plans (247) NOV 7 2017 s IcAt MiTek. DIViSI gl 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. 87022PE r N c‘-\Aj OREGON r 4/ BER OS A. HEY' 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. A li 1.11111111. mit 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. 0-cONIO 05 oV wasr, e far.w. d p r47 a0a ��49639 .a LISTER .)' s • s`v ti ` 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. a • 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:Ar117mthBISmC3J1UUpeugyuVvD-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 o Cfno 8 3x5 = 7 f:, 3x10 = LL�� 3x5= 10-6-8 0i8-p 10-10-4 I 0-6-8 0-1-8 10-2-4 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 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 Incr 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. ��� p PROFFS �C?�5 ��GI NEF'4 s/0�9 87022PE10rrro CP(C\ ,n/ N `, F - 1, d y -0i, OREGON cy9 I i 'AOFi1ER '\''' \- '0 � / OS A A. He?' ��c s6 ' �, 11'9'46-44.37;0G4 sI�NALE EXPIRES: 06/30/2019 September 18,2017 t • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 'W 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 • 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:NI17mthBISmC3J1 UUp6ugyuVvD-kjnzTYw64optMOQy23zSMnTabiiDn4x4QfcgLcycQL7 2-6-0 I 1 1-0-4 I P-6-81 Scale:3/8"=1' 1.5x3 II 3x8 = 1.5x3 II 3x8 = 3x6= 1.5x3 II 3x8= 1.5x3 II 3x5 = 1 2 3 4 5 6 7 8 9 ' waif 1/111'.."--- 1.11 ,111111G•11 -.11114114116.111110111MGIO 'MI 7 0, . 1' 14 12 11 10 3x5= 3x10 = 3x6= 3x10 = 3x10 = 1.5x3 I I I 8-11-0 9-111i8 18-0-12 18-7-1 8-11-0 0-1-8 9-0-4 -6-8 Plate Offsets(X,Y)— 19:0-1-8,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 0.30 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. CJ����D PR OEFsFFs ��� �NGINR /o 87022PE ki �1zoNrQ wasr "Z , °. _ y7 4>,OREGON cp QJ ,tt,4-r G�� MBER �1 Q� `� 49639 �� S A- Hrc�C� � �4crs ' • .ONALti • EXPIRES: 06/30/2019 September 18,2017 1 MIMS A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. III° Design valid for use only with MiTeke connectors.This design is based only upon parameters shown,and is for an individual buildingcomponent,not a truss system.Before use,the building designer must verity 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 1 Job Truss Truss Type Qty Ply 3376 NE SELLWOOD PL17-30_MAIN_H F03 Floor 3 1 R51740851 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 • I I I 2-6-0I I 2-4-0 1 1-2-0 I Scale=1:33.8 3x5 = 1.5x3 II 3x8 = 1.5x3 II 3x8= 3x8 = 1.5x3 II 3x8 = 1.5x3 II 1 2 3 4 5 6 7 8 9 ,J 7...........;•g - in...).........---,..- ............. — ggi...................... : 000000000.0.., . _....00oungig".............. ..- — . grol."-- 'Iftliiirmill..P. ., g. .......,....2". : li15 14 13 12 11 1.5x3 II 3x10= 3x10= 3x6 = 3x10= 3x5= 8--681 10-10-8 1119-0 19-11-0 10-4-0 0-1-8 8-11-0 1 6- Plate Offsets(X,Y)-- f1:0-1-8,Edgel,f5:0-3-0,Edgel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.35 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 lncr YES WB 0.86 Horz(TL) -0.01 10 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) 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. ��,EO PR Oi C��co ANG I N EFR /o 87022 P E 9� zONIO, 9 wOV WAS to N -<>, OREGON C OWN IliPr/14, ' tliN On BER AeEHER�P� �1. 4, c s R ' �� • �. ONAL-G EXPIRES: 06/30/2019 September 18,2017 4 r 1•111.1N 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 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 r a Job Truss Truss Type Oty 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 I D:Ar117mthBISmC3J1 UUp6ugyuVvD-cU1 UJvzd7OJJrekkHvl 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 II 3x8= 3x8 = 1.5x3 H 3x8 = 1.5x3 II 1 3x5 = 2 3 4 5 6 7 MIIIIIIIIIIIMIIIIIII _ lllw__ IIIMIMW �i-Y 1_i ver- Vi 12 11 9 1.5x3 II 3x10= 3x6 = 3x10= 3x5 = 10-6-81 5-7-4 51-2 14-7-12 I 0-6-8 5-0-12 0-1-8 8-11-0 Plate Offsets(X,Y)-- 11:0-1-8,Edcie),13:0-3-0,Edgej 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 0.22 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!nor 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 OF 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 cc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)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. eco- ,\G N FR `S/O c� 2 � 4,4� 87022PE -7� e ��wA° f�. c? ,,iU' ,�'i N . o,' e N SAT OREGON tics�<v �r C'�SABEHe?, '3,�4b s6 •� w� • �SIONALs4 EXPIRES:06/30/2019 September 18,2017 t / IWORIE A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. mut 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 1 ' 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:Ar117mthBISmC3J1 UUp6ugyuVvD-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 I I 3x8 = 1,583 I I 1 2 3 4 5 e e g 3x4= 8 7 (f'' 3x10 = 3x5 = 0-6-8 018-p 0-6-8 0-1-8 10-1-899-5-8 i LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl 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/TPI2007 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. ANG I NE�c,4 /0 87022PE v� e �ON1piit (en A j, OREGON r LLJ/ N ��9ER .v'H,* a ice`-'/ vs, 140 40NAL V- EXPIRES: 06/30/2019 September 18,2017 t I -- WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 r 1 Job Truss Truss Type Qty Ply 3376 NE 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 myZycxPch4SdaEgL8GKm5OCYPVYHe9aycQL_ 0-6-8 I I I 1-4-4 I I 2-G-0 Scale=1:13.7 1.5x3 II 1.5x3 II 1 3x4 = 2 3 3x8= 4 -e- m o _. 7 6 1.5x3 II 3x10 = 3x5= 1 0-6-8 1 7-3-4 I 0-6-8 6-8-12 Plate Offsets(X,Y)-- [1:0-1-8,Eduel 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. ���EO PR QFFss C �NG,INE�cR /02 �� 87022PE 9r • oFw r 44. izi$(1) h N N ��A�FOREGON el, QAC/ OOr n gBEHr1�\-\ ,.a� 4,496 w� • soOVAL' EXPIRES: 06/30/2019 September 18,2017 1 / .-- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Mt 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-59 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 • 1 Job Truss Truss Type Qty Ply 3376 NE SELLWOOD R51740855 PL17-30_MAIN_H F07 Floor 2 1 Job Reference(optionafl 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 2-6-0 Scale=1:17.6 1.5x3 II 3x8 = 1.5x3 II 3x8 = 1.5x3 II 1 2 3 4 5 Mr. e/ u e v rn o 3x4= 8 7 3x10 = 3x5 = 1 0-6-8 1 9-5-8 0-6-8 8-11-0 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) -0.05 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. S��0NGI EF,,t s/o ff 87022 P E 2�� S cp 4t1, %s O • lir "� ' N 0,, tr;^ N OREGON cy� „IL .p AT cc 1 "/ ERrd / �S A. HET- 94,..,49639$, •c sTER ' • `sjONAL- . EXPIRES: 06/30/2019 September 18,2017 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 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 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 • r 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:Ar117mthBISmC3J1UUp6ugyuVvD-rD4tC_4GOnS1Q0wSJIiWOWWpSx8JKyA QAGsHLycQKw 0-6-8 H I 2-6-0 I 10-11-4 I I 1-5-8 -6-8 cale—1:33.3 3x5 = 1.5x3 II 3x8 = 1.5x3 II 3x10 = 1.5x3 II 3x8 = 1.5x3 II 3x5=- 1 1 2 3 4 5 6 7 8 9 fol t- : �--IIII a .�� v —= 1^l0 16 15 14 13 12 11 10 1.5x3 II 3x10 = 3x10 = 3x4 H 3x10 = 3x10 = 1.5x3 II Q-6-8 9-5-12 I18-11-4 1p-5-.q b-6-a 8-11-4 9-5-8 b-6-8 Plate Offsets(X,Y)— f1:0-1-8,Edgel,f9:0-1-8,Edgel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (Icc) 1/deft Lid 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(lb)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. PR��� -(N., s yG I NEVJ - i., s� ,_N � �wv zoNro ,‘c- 87022PE � ,.•.0 of WAS Q 0.1 tri y Nclo OREGON �� �N N . 'O '1 ER ,\ v..S.V % , 49639 �`� • A. HER ..GtsT ' V.s810NALti EXPIRES:06/30/2019 September 18,2017 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10103/2015 BEFORE USE. NI. 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 Cdrus Heights,CA 95610 1 Job Truss Truss Type Qty Ply 3376 NE SELLWOOD PL17-30_MAIN_H F09 FLOOR 2 1 R51740857 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 I D:Ar117mthBISmC3J 1 U Up6ugyuVvD-GolOg069JigcHUf1_QFD098Kg990XJZR68U WugycQKt 0-6-8 I 11 1-6-8 I 1 15-4 I I 2-6-01 1 0-6-8 Scale=1:20.7 1.5x3 I I 3x8= 1.5x3 II 3x5 = 1 3x4= 2 3x6= 3 4 5 6 IIIII-M-Y A �ii„ N v 11 / 9 8 7 1.5x3 II 3x6 = 3x10 = 3x10 = 1.5x3 II 1 0-6-8 1 2-4-0 I 11-9-4 112-3-121 0-6-8 1-9-8 9-5-4 10- 6-8 Plate Offsets(X,Y)-- 11:0-1-8,Edgel,f6:0-1-8,Edgel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.23 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 lncr YES WB 0.56 Horz(TL) -0.01 6 n/a n/a BCDL 5.0 Code IBC2012TTPI2007 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(lb)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(jt=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. eco vaGP EFR s% cc 87022PEc. 29r ¢ � '` y ��j, OREGON c �ti /: �' 9�, FMB R �.� �4 0, E O- A. Her- - �'c sTSR �� SIONAL cIACI - EXPIRES: 06/30/2019 September 18,2017 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 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 r Job Truss Truss Type Qty Ply 3376 A/E 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?CZjZSzdzZycQKr 2-6-0 i I 2-2-0 1-5-8 7 Scale=1:34.4 3x6 FP= 1.5x3 I I 3x8 = 1.5x3 I I 3x8= 3x6= 1.5x3 II 3x8 = 1.5x3 II 3x5= 1 2 3 4 5 6 7 8 9 10 14 12 11 10 3x5= 3x10 = 3x6 = 3x10 = 3x10= 1.5x3 II I 9-11-0 1019-8 19-6-0 20-01 9-11-0 0-1-8 9-5-8 0-6-8 Plate Offsets(X,Y)-- 17:0-1-8,Edoe1,19:0-1-8,Edael 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 0.33 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. -<`,ED P R Opts �� 87022PE 9r cow , cti y -$, OREGON cy <v 'SSC' ti1BER 11 O OSA He?, l'<::.::::::G7:iw79:N6:1)3:9'tte::::C:",'' w v. 1ONALE 0 EXPIRES:06/30/2019 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. lel 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 Cyrus Heights,CA 95610 e j Job Truss Truss Type Qty Ply 3376 NE SELLWOOD R51740859 PL17-30_MAIN_H 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 10:42:02 2017 Page 1 ID:Arl17mthBISmC3J1 UUp6ugyuVvD-8Z?XgO9fMxK2m5yoDGK9A?I?VmVFT6Z01 mSj1 RycQKp 1-0-0 I 2-6-0 I10-6-8 Scale=1:18.0 1.5x3 II 3x8 = 1.5x3 II 3x5 = 1 3x4= 2 3 4 5 -v (\X�/ e- 0 9 8 7 6 3x10 = 3x10= 1.5x3 H 1.5x3 II I 9-0-0 1 9-6-8 1 9-0-0 0-6-8 Plate Offsets(X,Y)-- f5:0-1-8,Edgef 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 0.24 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/TPI2007 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. eco G P EF• `Sio X444 2-7ZONIO 87022PE c-- o4w P Q -7.,,(12, Aj, OREGON cf� 4/ �/ N � FiLjBER �� �4 it r On A- HE �P �a �P�G sR ' � �SIOPIAL� EXPIRES: 06/30/2019 September 18,2017 • 1 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ^ a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/; Center plate on joint unless x,y offsets are indicated. I 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 I (Drawings not to scale) Damage or Personal Injury ra= Dimensions are in ft-in-sixteenths. vi.A.,.. 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 „ % 2. Truss bracing must be designed by an engineer.For 0'1116 IL\11111110 wide truss spacing,individual lateral braces themselves 0 may require bracing,or alternative Tor I _EllE 0 bracing should be considered. 11101A110, 0 O 3. Never exceed the design loading shown and never O d stack materials on inadequately braced trusses. O 4. Provide copies of this truss design to the building 67 C5 8 C6- - For 4 x 2 orientation,locate C7- H designer,erection supervisor,property owner and plates 0- 'h/' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint - required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSUTPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for 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 �i�� Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values 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. ■1=410 reaction section indicates joint 1.1111 number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. MI!� 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TP11: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, I\ 1 iTe k® 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015