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Plans (113) 4 11 Nit 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 RECEIVED CCT 24 2011 CITY OF°11GA D The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.undaikl-aNt �c` 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. D P R°FFss �� �NGINEF9 io�� 87022PE r -y SAT OREGON cl© <1' AMBER .\ �O OS A. HON- L September 18,2017 - 1 t Hernandez,Marcos IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown r 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. �� t MINN 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. 01ONIO , df WAS 44 Co ,s4) np I �d , r ' 4, 49639 w� 4,3+� 4GIST s. ' .ss 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. h I 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:Ar117mthBISmC3J1UUp6ugyuVvD-J86grWtEntRJVZiONxP119s5FUfaamvekhN?kHycQLA 0-6-8 I I I 2-5-4 1 2-6-0 1 Scale=1:18.4 1.5x3 II 3x8 = 1.5x3 II 3x8 = 1.5x3 II yy X1 2 3 4 5 d ` ' y /X\ 6 8 3x5 = 7 3x10= 3x5= 0-6-808-p 0-6-8 0-1-'8 10-10-41 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 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 Inc" 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. •`c.o- 1N \AG, EFR d>c) 87022PE -9r. oFw tP 4' ' VI OREGON % �' -47 SOS ABEHEck0R 'NQ� �, ,P�49639 .f • vss1ONALE C1 EXPIRES:06/30/2019 September 18,2017 t t AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. �� Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web 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 A r 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:Arl17mthBISmC3J1 UUp6ugyuVvD-kjnzTYw64optM0Qy23zSMnTabiiDn4x4QfcgLcycQL7 2-6-0 I I 1-2-0 i 1 1-0-4 1 P-0-8 I Scale:3/8"=1' 1.5x3 I I 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 1��--1—�—`II``I�III ��_ 111► it I; MIMI ^ 1 Q /� O 0 OM 1i� M 14 12 11 10 3x5 = 3x10 = 3x6 = 3x10 = 3x10 = 1.5x3 II 8-11-0 9 8 18-0-12 8-7-9 8-11-0 0-1-8 9-0-4 -6-8 Plate Offsets(X,Y)— 19:0-1-8,Edoel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.30 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/TP12007 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=-964/0,414=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--chard bearing and first diagonal or vertical web shat)not exceed 0.5001n — 5)CAUTION,Do not erect truss backwards. �� Eu PRpFFss ��5 ANG INE -R /02 87022PE...- 74 000�,F WAs cONIO h4t,1, N Al>, OREGON cl, 1N 1 N On . HEC't P �ofi��FG s6 � wa 4:sIONAL� EXPIRES: 06/30/2019 • September 18,2017 II MEM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Mg 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 b. a 1 Job Truss Truss Type Qty Ply 3376 A/E 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 I—II 2-6-0I I 2-4-0 1-2° Scale=1:33.8 3x5 = 1.5x3 II 3x8 = 1.5x3 II 3x8= 3x8= 1.5x3 II 3x8= 1.5x3 I I 1 2 3 4 5 6 7 8 9 1 15 14 13 12 11 1.5x3 II 3x10 = 3x10= 3x6 = 3x10= 3x5= g-6$1 10-10-8 11-001-0 19-11-0 I 6-8 10-4-0 0-1L8 8-11-0 Plate Offsets(X,Y)— I1:0-1-8,Edgel.I5:0-3-0,Edgel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TOLL 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 BOLL 0.0 Rep Stress Incr 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. e3 •\(<-\' AGN FR si0 � cc 87022PE 9r o�w 7 �• OREGON cL© 4/ N �on��MBER 1\ �O a I 'r P 49639 S A. HE�� a���crsR ' ' SSj�NALti EXPIRES: 06/30/2019 September 18,2017 t t 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 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:Ar117mthBISmC3J1UUp6ugyuVvD-cU1UJvzd7OJJrekkHvlPXdeGmJ36jvpgLHatUNycQL3 0-6-8 I- I I 2-6-0 I I 2-2-4 I I 1-2-0 Scale=1:24.8 1.5x3 II 3x8 = 3x8 = 1.5x3 II 3x8 = 1.5x3 II 1 3x5 = 2 3 4 5 6 7 y f'� •0111110.11 12 11 9 A. 1.5x3 II 3x10= 3x6 = 3x10= 3x5 = 10-6-8 I 5-7-4 5-612 14-7-12 1 0-6-8 5-0-12 0-1-8 8-11-0 Plate Offsets(X,Y)-- 1.1:0-1-8,Edoel,i3:0-3-0,Edael LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.22 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 BOLL 0.0 Rep Stress Ina 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 s?lalrnot`exceed(5onin _ ; 6)CAUTION,Do not erect truss backwards. • G. AGI NE -E,s>0 87022PE •vt— �%e��W I G, . c ,ii w. y�'oj`OOREGON (1'55 OAC/ 11 C'�s gBEHE��Q� �io� 4, s639 TsW, whv . • s.SIONALE EXPIRES: 06/30/2019 September 18,2017 I it 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, ...Illii 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 1 o Job Truss Truss Type Qty Ply 3376 NE SELLWOOD it 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:Arl17mthBISmC3J1UUp6ugyuVvD-Zt9Ekb_tfea14xu6PK4tc2jd_7kxBrhypa3_ZFycQL1 0-6-8 I 1-8-8 2-6-0 Scale=1:17.1 1.5x3 I I 3x8= 1.5x3 II 3x8 = 1.5x3 I I 1 2 3 4 5 _ -------r----------r-- o e yyyppp 8 3x4= 7 3x10 = 3x5 = I 0-6-8 018 10-1-8 0-6-8 0-1- 9-5-8 I LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 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. '<('_v PR OFFS �Co NGINE&' s,2 4c- 87022PE 444 9r ,cooFONI '01 AS.1.141 G> ''l>,OREGON rE Q J �' On MBERAv ' / S r1Q' 14 ,gyp 49639 w, A. HER ° acts ' ' SSIOIVAL� 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 « 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 l Job Truss Truss Type Qty Ply 3376 NE SELLWOOD R51740854 f. 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 1-4-4 I I 2-6-0 Scale=1:13.7 1.5x3 II 1.5x3 II 1 3x4= 2 3 3x8= 4 o e J e- 7 6 .'*' 1.5x3 II 3x10= 3x5 = I 0-6-8 I 7-3-4 I 0-6-8 6-8-12 Plate Offsets(X,Y)— 11:0-1-8,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 0.17 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 BOLL 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. (lb)-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. �C3 �NGJNE&cR wo 414 1"., o� 87022PE rCFwAs �r -44Vp N t , y C'% OREGON cp 'N i N clr .c:6+,.. SIONALti 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 Job Truss Truss Type Qty Ply 3376 NE SELLWOOD PL17-30_MAIN H F07 R51740855 Floor 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:41:53 2017 Page 1 ID:Ar117mthBISmC3J1 UUp6ugyuVvD-vry7nJ20UACJAjm4Ctf2J5RUk8RMs6AhysmlDTycQKy 0-6-8 I 1 1 1-0-8 1 2-6-0 Scale=1:17.6 1.5x3 II 3x8= 1.5x3 I I 3x8 = 1.5x3 II 1 2 3 4 5 d 8 3x4= 7 3x10 = 3x5 = 1 00_6-6-88 1 9-5-8 8-11-0 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.17 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 Ina YES WB 0.38 Horz(TL) -0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 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. ROp lik .<(_�NGI c. EFq wo cc 87022PE 29r oNro N. dT w I, °?.. 'I -, -bj.OOREGON ti;a� / B:1 1� ,161 OS, ��G 63 94)� SSIONALE EXPIRES: 06/30/2019 September 18,2017 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 Lp 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 ANS I/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 f 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 IDAM 7mthBISmC3J1UUp6ugyuVvD-rD4tC_4GOnSIQOWSJIiWOWWpSx8JKyA QAGsHLycQKw 0-6-8 0-11-4 1 1 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= I 1 2 3 4 5 6 7 8 9 _ ____/ I ___ QIIai. 16 15 14 12 11 10 1.5x3 II 3x10 = 3x10 = 3x4 II 3x10 = 3x10 = 1.5x3 II p-6-8 9-5-12 I 18-11-4 1 p-5-1? 6-8 8-11-4 9-5-8 10-6-8 Plate Offsets(X,Y)— I1:0-1-8,Edael,f9:0-1-8,Edgel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) )/deft 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 3n6/0a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:81 Ib FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 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. (Ib/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=0/1061,7-12=-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 P R OFC �C3 NG,I NEc. `S/�2 4 . 87022PE vr-- "P ' • o,r w IO 14, G G cn y SAT OREGON ti� �N � N �O 48ER '\N � e ps, �P io �F496390 4V A. HES Gts ' sSIONALti EXPIRES: 06/30/2019 September 18,2017 MIMI M WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312016 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 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 Suite re Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply 3376 NE SELLWOOD 11 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:Ar117mthBISmC3J1 UUp6ugyuVvD-Go10g069JigcHUf1_QFD098Kg99OXJZR68UWugycQKt 0-6-8 I I I 1-6-8 I I 1-5-4 I I 2-6-0I i 0-6-8 I Scale=1:20.7 1.5x3 II 3x8= 1.5x3 II 3x5 = 1 3x4= 2 3x6= 3 4 5 6 AA 111115.111.111 imem 11.1111011111111111111111116'.. 11121111 .111111L.11111111111111111111101.1111.1.1111111.11.1111.11Eralli IIPIM IE'13' Yii =111 ril iMill Y 11 P., 9 8 7 1.5x3 II 3x6 = 3x10 = 3x10 = 1.5x3 II 0-6-8 2-4-0 11-9-41 0-6-8 I 1-9-8 9-5-4 110-6-82 I Plate Offsets(X,Y)-- I1:0-1-8,Edae1.F6:0-1-8,Edael LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.23 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 Incr 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(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. ���0 PROFFS tt,� NG�NEF9 s�o2 87022PE �� as• fwN , 7 ��j, OREGON c �vN / N � S+ �Q' to •f 49639 w� A. HES 4, -cis sSIONALS , EXPIRES: 06/30/2019 September 18,2017 4 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,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 , 4 Job Truss Truss Type Qty Ply 3376 NE SELLWOOD , R51740858 it 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:Aril 7mthBISmC3J1UUp6ugyuVvD-CBtmFi8PgJ4KWnoQ6rHh5aDdZyg3?CZjZSzdzZycp, QKr 1 2-6-0 2-2-0 1 1 1-5-8 -I P-6-81 Scale=1:34.4 3x6 FP= 1.5x3 I I 3x8 = 1.5x3 I I 3x8= 3x6= 1.5x3 I I 3x8= 1.5x3 II 3x5= 1 2 3 4 5 6 7 8 9 - A ewMAO -t'1• _ T o 1 14 12 11 10 3x5= 3x10= 3x6 = 3x10 = 3x10= 1.5x3 I I I 9-11-0 1009-8 19-6-0 20-0-q 1 9-11-0 0--8 9-5-8 0-6 -8 Plate Offsets(X,Y)-- f7:0-1-8,Edael.f9:0-1-8,Edgel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.33 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. 1 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 a-herd-bearing-and-first diagonal or vert _ _• -•, .• - --• I I r• 5)CAUTION,Do not erect truss backwards. C�\c o. ' NG'NEcR k%H _N87022PE 9r (SDofWIO c1 I I�� ° d y �'oj, OREGON ctQ Q4/ / N On geEHEQ`�� �° ��crs6 ' wa • s.c, L�.1 EXPIRES: 06/30/2019 September 18,2017 / 1 A WARNING-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 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 ` PL17-30_MAIN_H F11 Floor 1 1 R51740859 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:Arl17mth 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 II 3x5= 1 3x4= 2 g 4 5 m _ 'i o o 9 8 7 6 3x10 = 3x10= 1.5x3 II 1.5x3 II I 9-0-09-6-8 9-0-0 I 0-6-8 Plate Offsets(X,Y)-- 15:0-1-8,Edge1 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.24 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 IBC2012ITPI2007 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. '�`<��° PRO FRSs c;5 �cNGINEF9 �O 87022PE 91- 0p1 W ro '. t. -'6i,OREGON tip OWN / N O A. \\ / On A. HE��P 1* 4, s69y' 4, ssIONAL' ' EXPIRES: 06/30/2019 September 18,2017 4 1 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. Mill. 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 General Safety Notes PLATE LOCATION AND ORIENTATION " Centeron plate joint unless x, 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 1 3/4 y I I (Drawings not to scale) Damage or Personal Injury offsets are indicated. g MilDimensions are in ft-in-sixteenths. 1111;11b‘6, Apply plates to both sides of truss 1 2 3 1. Additional stability bracing fortress system,e.g. and fully embed teeth. diagonal orX-bracing,is always required. See BCSI. TOP CHORDS 2. Truss bracing must be designed by an engineer.For 0-116 4 wide truss spacing,individual lateral braces themselves 0MIIMBIENIIIMIMEMINNIIrmay require bracing,or altemative Tor I 0 gracing should be considered. 3. ever exceed the design loading shown and never 11-� U i\IIIIF21101•10", 4. tack materals on inadequately braced trusses. a •rovide copies of this truss design to the building For 4 x 2 orientation,locate O c7-8 c.- c5-6 I— resigner,erection supervisor,property owner and plates 0- 'i 'from outside BOTTOM CHORDS pother interested parties. edge of truss. 8 7 6 5 5.1 ut riembers to bear tightly against each other. 6.1 •laca plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE oint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO ocatons are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. .esign assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT he environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. 8.' niers otherwise noted,moisture content of lumber software or upon request. _halllnot exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9.'i nles expressly noted,this design is not applicable for PLATE SIZE se With fire retardant,preservative treated,or green lumber. ICC-ES Reports: � The first dimension is the plate 10. amber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 esppnsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 mberfor dead load deflection. the length parallel to slots. 11.Plata type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.,Lumber used shall be of the species and size,and in all respects,equal to or better than that / Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber valuesor 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. —0 reaction section indicates joint WIllialill number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. NEM. .. er 18.Use of green or treated lumber may pose unacceptable penis environmental,health or performance risks.Consult with project engineer before use. Industry Standards: Mil ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. mine � isnot sufficient. BCSI: Building Component Safety Information, ' e k® 2b.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 MiTeW 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. 74GlNq`r ,c3 /0 E \ 87022PE 9r cv y �Aj, OREGON ep 4/ F,ISER 1*% �O OS A. HE.# Es.: 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. 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. 0-cONIO 414 C7� WAASkte W tigij + 49639 Qia ONALtiie • 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:g9Att6XdD82dZo8mis?ircyuZ?C-BrWyECMKM9Udl ii4jL78MaWspcG7ygLWxv478yycQKY 1-0-0 I 1-6-9I 11-2-0 110-11-11 1 1-6-0 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 • o 2 o • ... . o 04 0 ,I! o a 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 15-8-1 Ile-3-11 I 19-6-12 15-8-1 0-7-0 0-7-0 2-8-11 Plate Offsets(X,Y)- (16:0-1-8,Edae1.r21:0-1-8,Edgel LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) Vdefl 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 Incr YES WB 0.46 Horz(TL) 0.04 20 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:97 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF 2400F 2.0E(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 30=535/0-3-12,20=535/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1012/0,3-4=-1012/0,45=-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=-2336/0,1415=-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=0/312,1424=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. <�� G PROFFss �5 GIN 0AEF;4 /c, 1-9 01ONIO kr Q 87022 P E 1- Gas o''w� i�; tri L!} N N A OREGON o ? ��OOSMeER 1\�P�0 �0 4,C 56 �t4,, • A. HERssIO1VALE EXPIRES: 06/30/2019 September 18,2017 I imm WARNING-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 9 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-ZQC5tDPCf4sC9AUeOThr_D7PXgHg9COzdtl nkHycQKV 11-0-0 I 1 1-0-9 I I 1-2-0 110-11-11 1 Scale=1:33.3 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 I I 1.5x3 II 1.5x3 II 1.5x3 I I 1.5x3 II 1.5x3 II 1.5x3 II 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 o 0 0 0 0 - o 0 0 -o 3'''g 29 28 27 26 25 24 23 22 21 20 3x6= 3x5= 3x5 = 3x5 = 3x5 = 1.5x3 II 3x5= 3x6 = 13-1-1 I 11-11-1 I2-6-11 I 19-6-12 I 11-11-1 0-7-0 7-0 6-5-11 Plate Offsets(X,Y)- 112:0-1-8,Edoel,123:0-1-8,Edael LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) Udefl Lid 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[nor 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)AU plates_ace_3x4 MT20.unless otherwise indicated. 3)-- - : : :- : -- ' - ss 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.- ��0 P R OFFS �� ANG I N E�t:R s/�2� lONlp 4,4 (t 87022PE r e�`' ,of WAs1-44,,W , N y (c\Aj, OREGON (f' u �OnM13ER *V\ PCO ~dis o 4,G 56 �J k� EXPIRES: 06/30/2019 September 18,2017 t a .e_ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. El 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 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 I D:g9Atl6XdD82dZo8mis?ircyuZ?C-RBSbibSjjJMeenoQdJIn8314UReh5?xYYVG?u2ycQKR 11-0-0 .1 11-0-13 11-2-0 _lI0-11-7 Scale=1:34.2 3x4= 3x5 = 3x4= 3x4= 3x4 = 3x4 = 3x4= 3x6 FP= 3x4 = 3x5 = 1 ) 2)<:/ <n8 3 6 9 10 11 12 13 14 15 16 17 18 19 20 21 • 0 • 0 0 0 - o o_ .o 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 1.5x3 SP= 3x5= I 2MA2 20-6-12 Plate Offsets(X,Y)- 125:0-1-8,Edael,126:0-1-8,Edgel 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 0.36 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• inAD,- REACTIONS. (lb/size) 22=749/Mechanical,33=749/Mechanical ��\Co NGINEF�C w,..) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. "9 TOP CHORD 2-3=-1427/0,3-4=-1427/0,4-5=-2516/0,5-6=-2516/0,6-7=-3278/0,7-8=-3278/0, 87022PE 1-- 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, .�r (12N 25-26=0/3420,24-25=0/2936,23-24=0/2003,22-23=0/758 7 +... N 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, 9 '�1 OREGON Y OBJ 6-29=0/470,8-29=-346/0,12-26=-547/45,20-22=-1041/0,20-23=0/924,18-23=-786/0, "PO FMB �'`` 18-24=0/691,15-24=-589/0,15-25=0/771 OS E R \P NOTES- HEc't 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. EXPIRES: 06/30/201 9 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. • 01ONIO , . ./ OF SJASF p ' iitc):, to -47 • �¢+© ��49639� �, • C+t, GISTER ' `�SIONALE September 18,2017 I t .... WARNING-Verity 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 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 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-OZZM7HTzEwcMt5xolknFEUNQOEI MZtRr?pl5yxycQKP 2-6-0 1-5-1 II 1-2-0 II 1-6-11 Scale=1:29.6 1.5x3 II 3x6 = 1.5x3 II 3x4= 1.5x3 II 3x4 = 1.5x3 II 3x6 = 1.5x3 II 1 2 3 4 5 6 7 8 9 o o000000000 -L a a o 1U1 1'1 14 13 12 11 1i 3x4 = 3x8 = 3x4 = 1.5x3 II 3x8 = 3x4= 9-10-9 I 9-2-1 94319 �10-5-9 I 17-4-12 I 9-2-1 0--8 0-7-0 6-11-3 0-7-0 Plate Offsets(X,Y)— 16:0-1-8,Edgel,113:0-1-8,Edctel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TOLL 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/TPI2007 Matrix-R Weight:77 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 15=759/0-1-12,10=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=4197/0,6-7=-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. .EP Op7co- �GINE� sO C\� , iIi� � + o4I � 87022PE I' oA y '6), OREGON cl, ''J %. 9O c°4,jBER 1\ ,a i4 O Q' 49639 q, S A. HE�� ©���Grs � SSIONAI, EXPIRES: 06/30/2019 September 18,2017 I / mom 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 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 mFTyldZU-o8FUIIWrXr_wkYgNQsLyr6?z9SRNmJBHhn_mZGycQKM I 0-9-0I 2-6-0 I Scale:3/4"=1' 1.5x3 II 3x4 = 1.5x3 I I 3x4= 1.5x3 I I 1 2 3 4 5 o e m l'. 8e 7 3x6 = 3x4 = 3x4 = 011-0 8-7-8 0-1- 8-6-0 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.17 Vert(LL) -0.02 7 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.19 Vert(TL) -0.08 6-7 >999 360 BCLL 0.0 Rep Stress lncr YES WB 0.28 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 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. ���Ep PR ok-e ��5 ,.N- FR s% 87022PE 29r • ¢ 1 �I�p�- • . GO tiff - 'p Ntn N N litit, 01, N-, --is OREGON cf� <v 90,-,AMBER \,� �p / P 49639 w� • `� A. HE 7,p,,,a. `�4bis sIONAL . EXPIRES: 06/30/2019 September 18,2017 t A WARNING-Verify 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 MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �P a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply 3376 SELLWOOD 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 I 2-6-0 I 1 2-0-0 i 1 1-1-13 II 1-6-0 II 1-2-0 II 1-2-7 I I 2-0-0 1 2-0-0 I Scale=1:37.1 3x4 = 3x4= 3x10= 3x6 FP=3x4 = 3x4 = 3x4= 1 2 3 4 5 6 7 8 9 10 11 12 13 co 1:/_ m 23 22 21 20 19 18 17 16 15 14 3x4 = 3x6 =3x6 FP= 3x8 = 3x4 I I 3x5= 3x5= 3x4 = 16-8-5 I 12-6-0 12 I-4 15-6-5 16-1-5I 1 22-3-4 12-6-0 031i-4 2-11-1 b-7-0'0.7-0 5-6-15 Plate Offsets(X,Y)-- (9:0-1-8,Edgel,(10:0-1-8,Edael 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 0.32 Vert(LL) -0.06 20-22 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.32 Vert(TL) -0.10 22-23 >999 360 BOLL 0.0 Rep Stress lncr 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. I 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Refer to_girder(s)for truss to truss connections. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. - — - . ! -POpt c.<0 oAGI NEe w �� 87022PE 9r a`'o�w44. N N �i� C'• 'dam -y �"C OREGON cy� 4// N '�T'MBER \1 � On A. HE��Po� kv �'�c s69w sS'ONALti4 EXPIRES: 06/30/2019 September 18,2017 I 1 rr. A WARNING-Verify 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 twos 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 PL17-30_UP_E F08 FLOOR R51740890 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 ID:g9At16XdD82dZo8mis?ircyuZ?C-gwU?bgZMb4VMDA 8fiQu0yAeo3kCi5ktcOyzilycQKl 2-6-0 I 1 1-5-13 I I 1-2-0 i t 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= 1.5x3 II 1 2 3 4 53x4= 6 7 8 e li._ y 11111.14111114111%1 — ro e e e iv 1 13 12 11 10 3x4 = 3x6 = 1.5x3 I I 1.5x3 H 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,Edgel,r5:0-1-8,Edgel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.20 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 Ina YES WB 0.37 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=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. �QEPROFF' �GIN �cR tt)/ , O2� 87022PE •171-- 01ONIO " �& Of v./A.341+ .44#,': t)Ccs' t) N<C` OREGON �iv v j % 15 C'�SMBER ���Q� 49639 A. HER Ix ,p,49639,0��crs rER� � EXPIRES: 06/30/2019 September 18,2017 t WARNING- I ,AVerify 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 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 Job Truss Truss Type Qty Ply 3376 SELLWOOD E R51740891 6_10-5 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:eSSErBCWsbnBSLwUvK_mFTyIdZU-dlcm0Mac7M4ST7Xn6SM5N F_2tRrA?VA4iR4mwycQKG 2-6-0 I I 1-5-13 I I 1-2-0 1 OI--'j I 2-3-0 I 2-3-0 Scale=1:22.7 1.5x3 II 1.5x3 II 3x4 = 1.5x3 II 3x4 = 3x4= 3x4= 1.5x3 H 1 2 3 4 5 6 7 8 } o o a 0 i NI 74 e 1 13 12 11 10 9 3x4 = 3x6= 1.5x3 II 1.5x3 II 3x6= 3x4 = I7-5-5 8-0-5 13-4-4 I 6-10-5 1 0-7- 0 1 0-7-0 I 5-3-15 Plate Offsets(X,Y)— f4:0-1-8,Edael,15:0-1-8,Edoel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TOLL 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 Ina YES WB 0.35 Horz(TL) 0.03 9 n/a n/a Weight:61 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) 14=582/0-2-8,9=582/Mechanical FORCES. (lb)-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. ����,EGPNE��6`S/-- N F,4 o,L 87022PE 14.4 9� TOMO p• Of WAs ,• A A . d VOir; 011R3EEGROI,:,1\ ti� <v �'79�+ 49639 S A. HES �.�� �crs�0 ss, 10NALO EXPIRES: 06/30/2019 September 18,2017 MIMI A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. a 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 MiTek• building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-87777 Greenback Lane 9 and BCSI Building Component 7777 e Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. CitrusuHeights,CA 95610 • Job Truss Truss Type Qty Ply 3376 SELLWOOD E • PL17-30_UP_E F10 FLOOR 9 1 R51740892 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-Zh kWR1 ctfl?oinHwuXUgAoLJPg63ew8TXOwBroycQKE 2-5-13 I I 1-2-0 I I 1-1-11 I I 2-6-0 I Scale=1:17.6 1.5x3 H 3x4 = 1.5x3 I I 3x4 = 1.5x3 II 1 2 3 3x4= 4 5 6 e u e o m —NiN �e s u o 11 10 8 1.5x3 II 1.5x3 II 3x6=- 3x4 3x4= 3x4= I 2-8-13 1 3-3-13 1 3-10-13 1 10-5-0 2-8-13 0-7-0 0-7-0 6-6-3I Plate Offsets(X,Y)— 12:0-1-8,Edge1.13:0-1-8,Edgel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ltd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.28 Vert(LL) -0.06 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.39 Vert(TL) -0.10 7-8 >999 360 BCLL 0.0 Rep Stress 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. .-s- PROFFs�, ,Nc..; .. l NEER /� �� 87022PE 2"K. �yz0xi0 yI. �'dj`OREGON 455O<U / 'V\ /T,;/ •cr,sSIONALE�6 EXPIRES: 06/30/2019 September 18,2017 8 ' A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 141111 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not „ a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M 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 • R51740893 PL17-30_UP_E Ell FLOOR 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:42:41 2017 Page 1 I D:g9Atl6XdD82dZo8mis?ircyuZ?C-V45GSjd7AwF Wx5RI0yWl FDQdwUkk6lpm?KPHvhycQKC 2-6-0 I 10-10-12 I I 1-2-0 I I 1-11-0 Scale=1:29.3 1.5x3 I I 3x6 = 1.5x3 II 3x4= 1.5x3 I I 3x4 = 1.5x3 II 3x6 = 1.5x3 II 1 2 3 4 5 6 7 8 9 i .--- i00000000000. — \ o/ off_ off _ - 1 14 13 12 11 A' 3x4 = 3x8= 1.5x3 II 3x4 = 3x8= 3x4 = 7-6-12 I 6-3-4 0-10-417-5-4 I I 17 -2-12 I 6-3-4 0-7-0 0-7-0 9-8-0 0-1-8 Plate Offsets(X,Y)— f4:0-1-8,Eddel.f12:0-1-8,Edoel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (Ioc) Udefl L/d PLATES GRIP TOLL 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 BOLL 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. (Ib/size) 15=752/0-2-12,10=752/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2712/0,3-4=-2712/0,4-5=-3081/0,5-6=-3081/0,6-7=-2749/0,7-8=-2749/0 BOT CHORD 14-15=0/1671,13-14=0/3081,12-13=0/3081,11-12=0/3195,10-11=0/1672 WEBS 2-15=-1794/0,2-14=0/1118,4-14=-686/0,8-10=-1795/0,8-11=0/1156,6-11=479/0,6-12=-322/244 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)15. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. <<- Ep PRoF4ss c... �NGINEFR ��2 87022PE -9r zONro (a9 OF wR ‘- h y �Aj OREGON ti�AO 9COs Ag E HE�Vl� ��c s6Thrit-� 4� ss/OVALE °` EXPIRES: 06/30/2019 September 18,2017 4 I a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Ml1-7473 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 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 ' PL17-30_UP_E F12 FLOOR 8 1 R51740894 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:g9AtI6XdD82dZo8mis?ircyuZ?C-weXPUlg?Trd4oYAth54?ts281hkcJ6nChldyWOycQK9 2-6-0 2-6-0 I10-10-12 I 1-2-0 I 1-4-0II 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 1Tqq o 0 16 15 14 13 12 1' 3x4 = 3x8 = 1.5x3 II 1.5x3 II 3x6= 3x8 = 3x4 = I 6-3-4 T-10-417-5-4 1 18-3-4 6-3-4 0-7-0 0-7-0 10-10-0 Plate Offsets(X,Y)— 14:0-1-8,Edael,15:0-1-8,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 0.40 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 Ina YES WB 0.64 Horz(TL) 0.07 11 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:82 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 17=798/0-2-12,11=798/0-1-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=2944/0,3-4=-2944/0,4-5=-3369/0,5-6=-3653/0,6-7=-3653/0,7-8=-2782/0,8-9=-2782/0 BOT CHORD 16-17=0/1788,15-16=0/3369,14-15=0/3369,13-14=0/3369,12-13=0/3430,11-12=0/1632 WEBS 2-17=-1919/0,2-16=0/1242,4-16=-743/0,9-11=-1778/0,9-12=0/1253,7-12=706/0,7-13=0/316,5-13=-125/518 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)17,11. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. �c,c, PRoF0-0 87022 P E 29f • ONIO ,&ofwAS , N, OREGON , 4,/y % O 'I�OAgE1 � SHER� p44.. • s • �`rIONALE� EXPIRES: 06/30/2019 September 18,2017 • f a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE. �� Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �. 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 4 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 I D:g9Atl6XdD82dZo8mis?ircyuZ?C-s1 f9vRhG?Sto1 sJGoV6TyH7UxVQ0n?DV8c62buycQK7 2-6-0 I 2-6-0 I 1-1-8 I I 1-2-0 I 1-2-8 I 2-3-0 0-K8 Scale=1:30.6 3x6= 3x4 = 3x4= 3x4= 3x6= 1 2 3 4 5 6 7 8 9 10 e o _ e 000000_ � r • 18 cl e � o 1 16 15 14 13 12 • = 3x4 = 3x8= 3x6= 3x8 = 3x6 18-6-0 I I 18-6-0 Plate Offsets(X,Y)— f4:0-1-8,Edgel,15:0-1-8,Edoel,f18:0-1-8,0-0-01 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL) 0.30 13-14 >745 480MT20 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 mat rix-R Weight:83 IbFT=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. (Ib/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. TOPCHORD 2-3=-2981/0,3-4=-2981/0,4-5=-3457/0,5-6=-378/0 6-7=-371810,7-8=-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. eck-EO1' ,s--) ��GI NEE.), 6/0 c 87022PE 9r �yZONIO c)5 of wasg 'i', cP y �`A), OREGON ty��<v' � QS, CP Q 4'4, 9 k, A. HES crs sSIONALE 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. lilt Design valid for use only with MiTekm 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 • • Job Truss Truss Type Qty Ply 3376 SELLWOOD E - PL17-30_UP_E F14 FLOOR 10 1 851740896 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 I D:g9AtI6XdD82dZo8mis?ircyuZ?C-oQnwK6j WX37 WH9Teww8x2iCrUl B 1 F?Nocwb9fnycQK5 ! 2-6-0 I 1 0-11-12 1 I 1-2-0 1 1 0-6-12 1 0-11 3 Scale=1:18.5 1.5x3 I 1.5x3 II 3x4= 1.5x3 II 3x4 = 1.5x3 II 3x4= 1.5x3 =- 1 2 3 4 5 6 7 o ®® ° o 13 m e e e ®e O �' 1'' 13x6= 1.5x3 I I g 3x4= 3x4 = 3x6 = I 10-11-8 10-11-8 I Plate Offsets(X,Y)— (4:0-1-8,Edge1,19:0-1-8,Edael.f13:0-1-8,0-0-01 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in floc) I/deft L/d 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/TPI2007 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. (lb)-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(5O P R press C?<0 0NGI NF•4 /- 87022PE 29r ONIp w,. b;d iv S A. He?' �� ise �• ��rs6 ' w� • SIDNALti EXPIRES:06/30/2019 September 18,2017 4 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI/-7473 rev.10/03/2015 BEFORE USE. NANINIM , 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 propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MIre k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 • Job Truss Truss Type Qty Ply 3376 SELLWOOD 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 ID:g9At16Xd D82dZo8mis?ircyuZ7C-C?S2y810q_W58dCDb3iefKgJ9WEPSFSEIugpG6ycQK2 1 1-1-12 1 1 1-0-7 1 2-6-0 I 1-2-0 I I 0-8-9 I Scale=1:21.1 • 3x4 II 3x6= 1.5x3 II 3x4 = 1.5x3 II 3x4= 1.5x3 II 1 4x5 2 3 4 56 7 6 o e 5 o ° e eNNN\\'—, _ - m a e e ' 14 12 11 10 9 3x4 II 4x8 = 3x8= 1.5x3 II 3x4= 3x4 = 1-4-12 1 12-6-12 I I 1- 4-12 0-1-8-1-8 11-0-8 Plate Offsets(X,Y)-- f1:Edge,0-1-81.15:0-1-8,Edoel,110:0-1-8,Edael.114:Edoe,0-1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 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. BOT CHORD Rigid ceiling directly applied or 6-0-0 -1� WEBS 2x4 DF Stud/Std(flat) 10-0-0 oc bracing:13-14. ,c� r , . es, s REACTIONS. (lb/size) 13=2371/0-5-8,9=277/Mechanical C?� FitaGINEA- /p2 Max Uplift 9=-74(LC 3) Max Gray 13=2371(LC 1),9=427(LC 4) �� 9 87022PE r FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=0/2202,2-3=0/2202,3-4=-846/1169,4-5=-846/1169,5-6=-1003/493,6-7=-1003/493 BOT CHORD 12-13=-1861/0,11-12=-493/1003,10-11-493/1003,9-10=-275/857 WEBS 1-13=-2711/0,5-12=-917/0,3-12=0/1306,3-13=-960/0,7-9=-920/296,7-10=-378/349 (P +N ^/ A OREGON q, NOTES- O 1)Unbalanced floor live loads have been considered for this design. �C��F4'llER .0 Q. 2)Refer to girder(s)for truss to truss connections. tS 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9. A, Het- 4) et 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. St nngharks to be attached to walls at their outer ends or restrained by other means. 5)a backwards. -EXPIRES: 06/30/2 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 ulbera.- - - ---------- 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) . 5)CAUT • 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 1<L. Uniform Loads(p11) ��? WAS Vert:9-14=-8,1-8=-80 Q Concentrated Loads(Ib) G iv Vert: °o (itilt v N / ` ; r na 49639 .�a .afi pots ' SSIONALti � September 18,2017 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. 1 Design valid for use only with MiTek18 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 ANSIITPtI Quality Criteria,DSB-89 and BCSI Building Component 7 re Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexantlria,VA 22314. 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 I D:eSSErBCWsbnBSLwUvK_mFTyIdZU-da8BaAn H7vug?4xoGBFLHzSoQjAQfZ2g_s2TtRycQK? 1 1-1-12 2-6-0 I 11-0-7 11-2-0 1-1-9 I 01{8 K 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 = 1 2 3 4 5 6 7 8 9 10 11 12 NNW 21 0 19 18 17 16 15 14 • 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 0 I Plate Offsets(X,Y)— 11:Edge,0-1-81,15:0-1-8,Edae1,16:0-1-8,Edael,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 0 c 10-0-0 oc bracing:20-21,14-15. ��� U-' I `ss REACTIONS. (lb/size) 20=2651/0-5-8,13=716/0-5-8 Max Horz 20=2495(LC 4),13=2495(LC 4) GINE 9 /� Max Gray 20=2651(LC 1),13=804(LC 4) �1 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, t J) N 13-14=-633/605 ' cC%-o� OREGON ti) 4[/� 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, 11-13=-1987/0,11-14=0/1282,8-14=-653/163,8-15=-344/219,7-15=297/0, • Q 6-15=-6/917 Or, MBEA 1� NOTES- S A. HE-'P 1)Unbalanced floor live loads have been considered for this design. 2)Non Standard bearing condition. Review required. 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. EXPIRES: 06/30/2019 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). l/ONIO p, LOAD CASE(S) Standard �0S OF WASIr., W 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 / I. .3 ' Uniform Loads(pit) ,dN tri Vert:13-21=-8,1-12=80 Concentrated Loads(Ib) / Vert:1=-1560(F) A/ ri7/ �I* ,,,t,, 49639 4, . s'IONALti ' • September 18,2017 4 I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 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,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 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:g9AtI6XdD82dZo8mis?ircyuZ?C-ZyGx?rpXeX8NE04BOcIpMOYC7X557YozRAXawJycQJz 2-6-0 I 1-5-5 ii 1-2-0 I I 1-0-15 I Scale=1:28.8 1.5x3 II 3x6 = 1.5x3 II 3x4 = 1.5x3 II 3x4 = 1.5x3 II 3x5 = 1.5x3 II 1 2 3 4 5 6 7 8 9 s , ee 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,113:0-1-8,Edael LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TOLL 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 BOLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.05 10 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:75 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 15=739/Mechanical,10=739/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2683/0,3-4=-2683/0,4-5=-3003/0,5-6=-3003/0,6-7=-2649/0,7-8=-2649/0 BOT CHORD 14-15=0/1637,13-14=0/3092,12-13=0/3003,11-12=0/3003,10-11=0/1638 WEBS 2-15=-1758/0,2-14=0/1122,4-14=-440/0,4-13=-292/228,8-10=-1758/0,8-11=0/1086,6-11=-627/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 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. p,0) PRapF �\Co NG,INeet, `S/0 �� 87022PE yr o4ow r0114+ N y �A), OREGON ti��44/� � A� AMBER '\\ �a `i I OS A. He• °fi -G s6 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. lee 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 ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component ite 109 re Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA 95610 • s Job Truss Truss Type Qty Ply 3376 SELLWOOD E PL17-30_UP_E F20 FLOOR 2 1 • R51740900 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:g9At16XdD82dZo8mis?ircyuZ?C-zXx4etrPxSWy5spm3krW 0AjXktbKu6P87mEXeycQJw 2-6-0 I 1 1-5-5 ii 1-2-0 II 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 ar. liwillipp, _.:.Ns,: e ee o 15 14 13 12 11 11 3x4 = 3x8 = 3x4 = 1.5x3 II 3x8 = 3x4 = 9-10-13 I 9-2-5 17-4-12 9-2-5 90-1183 �0-7-0� 610-15 0-7-0 Plate Offsets(X,Y)— 16:0-1-8,Edael,113:0-1-8,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 0.34 Vert(LL) -0.25 13-14 >843 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.59 Vert(TL) -0.39 13-14 >530 360 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.06 10 n/a n/a BCDL 5.0 Code IBC2012/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. ,ct,EP R OFF6,•<5 NGINEFs4R , 144 -17 • �wo� 87022PE � ° ° ` r y Aj, OREGON cy© W / �� FMBER 1'� �0 _ ; • Job Truss Truss Type Qty0 Ply 3376 SELLWOOD E 851740901 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. Man Sep 18 14:23:39 2017 Page 1 ID:g9Atl6XdD82dZo8mis?ircyuZ?C-JBIkuE91Hz_SoOdEmjvmG9kh1 EzTSDA?IB5gyvycLKY 1-1-12 I 1-2-8 I I 1-0-0 1-0-0 1 1 1-2-0 I Scale:3/4"=1' 6x6= 3x6 I I 506 II 5x5 II 3x6 II 4x6 II 506 II 3°06 II 1 2 16 3 17 4 18 5 6 7 19 8 e e e „.........„......7,...7..„.... 0) z - NNNN o z e ° e 2 :..'N''N':' '..''NN'NN''NN e e 0 ° ° ° .�3 404= 7 15 13 13 12 11 10 3x4 II 4x6= 1.5x3 II 1.5x3 II 468= 4010= I 1-4-12 116y4 8-9-4 I 1-4-12 0-1- 7-3-0 Plate Offsets(X,Y)-- 13:0-3-0,Edgel,f4:0-3-O,Edoe1,f6:0-3-0,Edgel.f7:0-3-0,Edgel,f9:Edae,0-1-81.113:0-1-8,Edgel.f15:Edoe,0-1-81 LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) Vdefl Lid 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 lncr NO WB 0.79 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code IBC20121TP12007 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 bracing. lat) FDF)tud/ fACTIONS. (lb/size) 9=2213/0-5-8 (min.0-1-8),14=4121/0-5-8 (min.0-1-14) ����E GPNE Fnessi Max Gray 9=2435(LC 4),14=4121(LC 1) �c� `i` FR O2"9 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, (12� >N 3-14=-3317/0 -g A), OREGON tis a� NOTES- �c�o�MeER A\ Q� 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. HeCk 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,no not erect truss backwards. __- -- - -EXPIRES.06/30/2G19----- 5) 6/30J2 _-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,-and7d5 lb down at8-7-12,and 1.56D_Ib 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 ottONIO 1) Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(Of) CO 0 Vert:9-15=-5,1-8=-50 ��w. d • Concentrated Loads(Ib) i . 4 N Vert:8=-726(F)1=-1560(F)6=-716(F)7=-716(F)16=-716(F)17=-716(F)18=-716(F) � t . it "d¢► 49639 wa .k" .gctsz ' `rSIOhTALr 4 September 18,2017 I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. rill 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. Suite09 1Heights.CA 95610 t" • Job Truss Truss Type Qty Ply 3376 SELLWOOD E R51740902 PL17-30_UP_E F30 Floor 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:43:04 2017 Page 1 I D:g9AtI6XdD82dZo8mis?ircyuZ?C-KVkzhavYm_8FCdijsH Rhh4tWmlgH?9o8H PT?CrycQJr 1 1-1-12 I I 2-6-0 I I 1-10-4 I I 1-2-14 If 1-2-0 I 1-5-6 °KS Scale=1:35.0 1.5x3 II 1.5x3 II 4x6= 3x4 I I 3x4 = 1.5x3 I I 3x6 = 3x5 = 3x6 FP= 3x4 = 1.5x3 I I 3x4 = 1.5x3 = 1 2 3 4 5 6 7 8 9 10 11 12 oa ', 1:7/ m 22 e 21 19 18 16 15 14 3x4 I I 4x8 = 3x6 FP= 3x6 = 3x6= 3x8 = 1.5x3 I I 354 = 356= 1-4-12 1$14 8-9-0 I 20-10-4 1-4-12 0-118 7-2-12 12-1-4 Plate Offsets(X,Y)— 11:Edge,0-1-81,19:0-1-8,Edgel,114:0-1-8,Edgel.121:Edge,0-1-81,122:0-1-8,0-0-01 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL) -0.06 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.31 Vert(TL) -0.09 15-16 >999 360 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- 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.. - -eip R OFF REACTIONS. (lb/size) 20=2191/0-5-8,17=737/0-5-8,13=440/0-5-8 '<� tSs Max Gray 20=2286(LC 3),17=990(LC 4),13=450(LC 5) ��� �NG�NF,9 �p 'L FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 87022 P E �c-- 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, 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 N N WEBS 5-17=414/90,1-20=-2765/0,3-20=-1298/0,3-18=-217/723,5-18=-321/659, S, C" OREGON �� 9-16=427/0,6-16=0/1082,6-17=-929/0,11-13=-986/0,11-14=0/330 7 T Q 'POn 8ER �\�P� NOTES- 1)Unbalanced floor live loads have been considered for this design. A. HES 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION,Do not erect truss backwards. EXPIRES: 06/30/2019 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 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 rcONIO Uniform Loads(plt) $ AS141,:kir P` Vert:13-21=-8,1-12=-80 0 p4 W Concentrated Loads(Ib) / 4 Vert:1=-1560(F) -.. % dC i N $8'-.,.,, 4,;449,, 639 ''" t>, GISTER :s0/ AL ° ti September 18,2017 • I WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not « a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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. SuiteH9 10 Citrus eights,CA 95610 • Job Truss Truss Type Qty Ply 3376 SELLVVOOD E 0 R51740903 PL17-30 UP E F31 FLOOR 1 1 Job Reference(optional) Pacific Lumber&Truss Co.,Beaverton,Oregon 8.130 s Sep 1 2017 MiTek Industries,Inc. Mon Sep 18 14:24:04 2017 Page 1 I D:g9Atl6Xd D82dZo8mis?ircyuZ?C-4_mB7nS_Oe8vls12jTsenQG3plgApeWg2aefKyycLK9 1-3-4 I 1 1-1-2 I I 1-2-0 I I 1-11-10 2-6-0 1-4-12 Scale=1.17.1 1.5x3 II 3x6= 354= 1.553 II 1.553 II 1 2 3 4 5 3x4= 6 3.6— 7 e o . o - o —777,7.' R R e e- e ®3x4= 13> 1 10 1.553 II 354= 356= 356= 354= I 1-4-12 11164 2-10-6 13 -5-6 14-0-6 I 8-9-0 I 10-4-12 1-4-12 0-1- 1-4-2 0-7-0 0-7-0 4-8-10 1-7-12 Plate Offsets(X,Y)— 13:0-1-8,Edgel,r10:0-1-8,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 lncr YES WB 0.27 Horz(TL) 0.00 9 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 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) t`.to PROFect 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) �'� NG'1 k (5'' Max Uplift 8=-301(LC 3) =' 04 9 2 Max Gray 9=794(LC 12),13=123(LC 12),12=275(LC 3) Cr✓ 17 't 87022PE r 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 BOT CHORD 11-12=0/354,10-11=0/354,9-10=0/258,8-9=-454/0 WEBS 6-9=-483/0,3-12=-397/0,5-9=-752/0,6-8=0/537 9 CP CC% /v NOTES- 'y '<I>, OREGON tis Q/ 1) Unbalanced floor live loads have been considered for this design. 'PO 'MBER 11Q� 2) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 301 lb uplift at joint 8. OS 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. A. HEFT 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)CAUTIONI Do not erect truss backwards. —--_— — __ EXPARES:06!30!2018 - . LOAD CASES) Standard otONIO : 05 ,- WAS 4. W ' , � 3iW. 0'''- d rtd "illr) '• N "a• 0 �„49639 4,1:4' c1sz 91 . IONALV September 18,2017 4 ' A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Y • • • Job Truss Truss Type Qty Ply 3376 SELLWOOD E R51740904 ' PL17-30_UP_E G01 FLOOR GIRDER 1 1 Job Reference(optional) Pacific Lumber R Truss Co., Beaverton,Oregon 8.130 s Sep 11 2017 MiTek Industries,Inc. Mon Sep 18 10:43:10 2017 Page 1 I D:g9At16XdD82dZo8mis?ircyuZ?C-9f6Exe_JLgvOwY9tCYY5xL7VaAczpoh 1 fLwKQVycQJI 11-0-0 I 1-2-13 1-2-0I0-10-3 I Scale=1:34.8 4x4 = 3x4 II 5x6= 3x4 = 3x4 = 3x4= 3x4= 3x4 = 3x6 FP= 3x4= 3x5 = 3x4 I I 1 2 3 4 34 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 - A•••••0 'N.2 -',\.2/..\s:/•,\=1/,',Isss.:24/No..2 32 31 30 29 28 27 26 25 24 23 22 3x6 = 4x8 = 3x6=3x6 FP= 3x5= 3x5 = 3x5= 3x4= 4x4 = 3x5 = 3x6 = 3x6 = 3x8 WB= I 20-10-8 20-10-8 Plate Offsets(X,Y)- f1:Edge,0-1-81,125:0-1-8,Edgel,126:0-1-8,Edge) LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL) -0.40 26-27 >616 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.74 Vert(TL) -0.63 26-27 >393 360 BCLL 0.0 Rep Stress lncr NO WB 0.86 Horz(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- 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 i OTHERS 2x4 DF Stud/Std(flat) �� .V�rfl Ore ScSj REACTIONS. (lb/size) 33=1280/0-5-8,22=724/Mechanical \5 �N Fd''? 02 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. �� 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, 87022PE 9>' 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 UA N BOT CHORD 32-33=0/1405,31-32=0/3925,29-31=0/4617,28-29=0/4748,27-28=0/4632,26-27=0/4255, +-..25-26=0/3687,24-25=0/3093,23-24=0/2047,22-23=0/783 y 'cj, OREGON (-P 1C/ 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, �O '/ie 11 �� 5-31=-503/0,10-27=264/27,12-27=0/365,12-26=-810/0,20-22=-1048/0,20-23=0/926, Q ER P 18-23=-810/0,18-24=0/747,15-24=-690/0,15-25=0/953 S A. H E�� NOTES- 1)Unbalanced floor live loads have been considered for this design. EXPIRES:06/30/2018 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Required 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)870 lb down at 3-10-4 on top I. chord. The design/selection of such connection device(s)is the responsibility of others. OtONIO 1.4 • 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). F , LOAD CASE(S) Standard A "Q '• A . 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:22-33=-5,1-21=50 � � Concentrated Loads(lb) 4,,,T. Vert:34=-870(F) "/1„.. 49639 <ya A �'GrsTSR �sIONALE September 18,2017 4 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 ^ 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 i • Symbols Numbering System 4A General Safety Notes II PLATE LOCATION AND ORIENTATION 3/ Y I" Center plate on joint unless x, 6-4-8 dimensions shown in ft-in-sixteenths Failur to Follow Could Cause Property 1 4 offsets are indicated. ( (Drawings not to scale) Dama�e or Personal Injury MirDimensions are in ft-in-sixteenths. 1114k. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See BCSI. TOP CHORDS 2. rust bracing must be designed by an engineer.For Q-�96" ideruss spacing,individual lateral braces themselves ❑ ay require bracing,or alternative Tor I bracing should be considered. O■_� U rtil4 3. Never exceed the design loading shown and never or $tack materials on inadequately braced trusses. O 4.' rovide copies of this truss design to the building For 4 x 2 orientation,locate C7-8 '_7 c5.6 F '... esigner,erection supervisor,property owner and plates 0- 'N/'from outside BOTTOM CHORDS j II other interested parties. edge of truss. 8 7 6 55.I ut members to bear tightly against each other. 6.', lacd plates on each face of truss at each - This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE pint and embed fully.Knots and wane at joint - required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO ocations are regulated by ANSI/TPI 1. connectorlates. THE LEFT. P 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. nless otherwise noted,moisture content of lumber hall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9.� nle s expressly noted,this design is not applicable for PLATE SIZE se With fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate1d. amber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 espbnsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 mber for dead load deflection. the length parallel to slots. 11. late type,size,orientation and location dimensions ndicated 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 section 6.3 These truss designs relyon lumber values 14.Bottom chords require lateral bracing at h rftspacing, 9 or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek8 All Rights Reserved approval of an engineer. �0 kreaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. MEM1.-1:=-4111 lot18.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.I,Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, M iTek® 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