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Plans (462) RECEIVED vy\ �-1LOVOCT2 _ 7 - 4-it 42017 ® 13T276 cCi‘ BUii_®INGTY DIVISION MiTek� MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: PL17-07_MAIN_H Fax 916/676-1909 3180 A/E BAINBRIDGE 2-CAR 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: R51740704 thru R51740712 My license renewal date for the state of Oregon is June 30,2019. co<< G,NEF�`S/O c) 87022PE 9r tc‘ � OREGON g� <U 9�, AMBER 1,' P74 ms`s A. HE�� i PIR S: 06/30 21 September 18,2017 Hernandez,Marcos IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. mit MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: PL17-07 MAIN H Fax 916/676-1909 3180 A/E BAINBRIDGE 2-CAR 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: R51740704 thru R51740712 My license renewal date for the state of Washington is January 2,2019. o- ONIO Art Cf 04 WAst 44' itz ° 6 1, ts1 N 4,,,49639 'e 'GISTBR 4S • L , 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 3180 NE BAINBRIDGE 2-CAR R51740704 PL17-07_MAIN_H F01 FLOOR 9 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.640 s Aug 16 2017 MiTek Industries,Inc. Mon Sep 18 08:28:01 2017 Page 1 ID:8hN7WE25VAk9wFhFe?p5rQyswQj-XRfgn1 hgSRZ8tFCTjoV5wfzF5lTjwrPEeQEjOhycQXy 0-6-8 I—II 2-6-0 I 1 1-2-8 1 1 2-5-0 Scale=1:34.9 1.5x3 I I 3x5 = 1.5x3 I I 3x8 = 1.5x3 II 3x6= 3x8= 3x6 FP= 3x8= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 d 16 15 14 13 12 11 1.5x3 II 3x10= 3x10= 3x8 = 3x10= 3x5= 6-81 9-9-0 9-19-8 20-0-8 -6-8 9-2-8 0-1-8 10-2-0 Plate Offsets(X,Y)— 11:0-1-8,Edgel.113:0-3-0,Edael LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.34 Vert(LL) -0.06 12 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.26 Vert(TL) -0.12 11-12 >999 360 BCLL 0.0 Rep Stress Incr YES WE 0.24 Horz(TL) 0.01 11 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) 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, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 1=299/0-6-0,11=358/0-2-8,13=1047/0-5-8 Max Gray 1=342(LC 3),11=386(LC 4),13=1047(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1004/0,2-3=-1004/0,3-4=-86/618,4-5=-86/618,5-6=0/1351,6-7=-1346/0, 7-8=-1346/0,8-9=-1346/0 BOT CHORD 14-15=-189/943,13-14=-1351/0,12-13=-278/622,11-12=0/1128 WEBS 5-13=-599/0,1-15=0/1034,3-15=0/262,3-14=-1065/0,5-14=0/1019,9-11=-1164/0, 6-12=0/863,6-13=-1685/0 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)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. 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. R opt N- v-.GP EFq s0 "z- 87022PE \�1- eOvl wNA° :. . o y -t>, OREGON cy� i ) - O �� ACO `,1,1 BERE��Q . �,fe .h,9639 cry H IST s- �SIONALE EXPIRES: 06/30/2019 September 18,2017 t 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 MI. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 i Job Truss Truss Type Qty Ply 3180 NE BAINBRIDGE 2-CAR R51740705 '+ PL17-07_MAIN_H F02 Floor 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.640 s Aug 16 2017 MiTek Industries,Inc. Mon Sep 18 08:28:02 2017 Page 1 I D:ShN7 WE25VAk9wFhFe?p5rQyswQj-?eDC?NiSDIh?VPnfHVOKSsWTr9gyfKeNt4zGY7ycQXx 0-6-8 I I I 1-3-8 I I 2-6-0 Scale=1:14.0 1.5x3 II 1.5x3 II 1 3x4= 2 3 3x8= 4 r; _ d 7 6 1.5x3 II 3x10= 3x5= I 0-6-8 7-2-8 I 0-6-8 6-8-0 Plate Offsets(X,Y)— 11:0-1-8,Edge) LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.17 Vert(LL) -0.01 5-6 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.20 Vert(TL) -0.07 5-6 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) 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, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=288/0-6-0,5=288/0-2-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-563/0,2-3=-563/0 BOT CHORD 5-6=0/744 WEBS 3-5=-768/0,1-6=0/618 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. ��Q`�0 P R OFFS �� �NG'NEFR W() 87022PE 9r pp�• o0WA V.. • /1 Alai -y 'off, OREGON ti�,j 7 N 'AC SMBER �� �; 44" OS, �P 0 \A 49639 t A. HES °�\'crs ' ' 4,5,SIONALti EXPIRES:06/30/2019 September 18,2017 I ' MIMI A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and 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 BCSt 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 I Job Truss Truss Type Qty Ply 3180 NE BAINBRIDGE 2-CAR PL77-07_MAIN H F03 R51740706 Floor 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.640 s Aug 16 2017 MiTek Industries,Inc. Mon Sep 18 08:28:02 2017 Page 1 ID:8hN7WE25VAk9wFhFe?p5rQyswoj-?eDC?NiSDIh?VPnfHVOKSs WSC9gMfJwNt4zGY7ycQXx 0-6-8 I--1 I 2-6-0 I 1 1-3-0 1 1 1-2-4 1 Scale=1:28.2 1.5x3 II 3x8= 3x4 II 3x8 = 1.5x3 II 3x8= 1.5x3 II 3x5= 1 2 _e3 4 5 6 7 8 _ IIIIIIIIIIIIIIII Ith v kr 13 12 1 10 E 1.5x3 II 3x10= 3x8= 3x10= 3x5= �� 7-3-8 10 -8 7-0-8 0-?-PI 16-2-12 6-6-0 8-11-4 0-1-8 Plate Offsets(X,Y)— 11:0-1-8,Edgel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.25 Vert(LL) -0.04 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.23 Vert(TL) -0.10 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.00 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:68 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, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 1=190/0-6-0,11=855/0-5-8,9=324/0-2-8 Max Gray 1=240(LC 3),11=855(LC 1),9=340(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-592/93,2-3=-592/93,3-4=0/956,4-5=0/956,5-6=-977/0,6-7=-977/0 BOT CHORD 11-12=-477/135,9-10=0/943 WEBS 1-12=-96/609,3-12=0/671,3-11=-768/0,7-9=-972/0,5-10=0/991,5-11=-946/0 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)9. 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. P co<<'" GE9di c,e29 ro87022PE r" r-- /0 -04 Asif ,- G e.,...,-.. !o Zl . "LI.. -7-,c>, OREGON ti,0411 r% �' Of-) 1��P� 49639 4 A. HER a`���crs 1 : � kSIONALE6 • EXPIRES: 06/30/2019 Arm- September September 18,2017 t s a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. l . 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 3180 NE BAINBRIDGE 2-CAR ` R51740707 PL17-07_MAIN_H F04 Floor 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.640 s Aug 16 2017 MiTek Industries,Inc. Mon Sep 18 08:28:03 2017 Page 1 I D:8hN7 WE25VAk9wFhFe?pSrQyswQj-UgnaCji5_3ps7ZMsrDXZ?43eDZADOnvX5kjg5aycQXw 0-6-8 I I I 1-2-12 I I 26"0 I Scale=1:13.8 1.5x3 II 1.5x3 II 1 3x4= 2 33x8 = 4 __ o- v d 7 6 1.5x3 I I 3x10= 3x5= 7-1-12 I I 0-6-8 0-6-8 6-7-4 Plate Offsets(X,Y)-- F1:0-1-8,Edctel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.17 Vert(LL) -0.01 5-6 >999 480 MT20 2201195 TCDL 10.0 Lumber DOL 1.00 BC 0.19 Vert(TL) -0.07 5-6 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:29 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, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=285/0-6-0,5=285/0-2-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-541/0,2-3=-541/0 BOT CHORD 5-6=0/734 WEBS 3-5=-757/0,1-6=0/599 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. '<(' 0.0 P R Open c. �NC,INE�c'7 /e2 �� 87022PE yr of W S. TSA / Gt4 N ), OREGON q 'AOn coMeER V,� �O � r a OS • A. HEY' % �4crsT '' 4 sSIO1VAL- 6 EXPIRES:06/30/2019 September 18,2017 I 4 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. I Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7u7 Greenback 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 3180 NE BAINBRIDGE 2-CAR R51740708 PL17-07_MAIN_H F05 FLOOR 7 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.640 s Aug 16 2017 MiTek Industries,Inc. Mon Sep 18 08:28:03 2017 Page 1 ID:8hN7WE25VAk9wFhFe?p5rQyswQj-UgnaCj i5_3ps7ZMsrDXZ?43dbZAuOmvX5kjg5aycQXw 0-6-8 I I I 260 I 1 1-30 11 1-2-4 1 P X61 Scale=1:34.3 3x5= 1.5x3 II 3x8= 1.5x3 II 3x8= 1.5x3 II 3x8= 1.5x3 II 3x5= 1 2 3 4 5 6 7 8 9 OM 16 15 14 13 12 11 10 1.5x3 II 3x10= 3x10= 3x4 II 3x10= 3x10= 1.5x3 II 8 6 81 9-9-8 I 18-11-12 19-61 -6-8 9-3-0 9-2-4 0-6-8 Plate Offsets(X,Y)— f1:0-1-8,Edoel,f9:0-1-8,Edgel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.21 Vert(LL) -0.04 14-15 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.22 Vert(TL) -0.09 14-15 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) -0.01 9 n/a n/a BCDL 5.0 Code IBC2012lTP12007 (Matrix) Weight:81 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 1=311/0-6-0,9=308/0-6-0,13=992/0-5-8 Max Gray 1=344(LC 3),9=342(LC 4),13=992(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1015/0,2-3=-1015/0,3-4=-123/459,4-5=-123/459,5-6=-94/481,6-7=-94/481, 7-8=-1004/0,8-9=-1004/0 BOT CHORD 14-15=-91/966,13-14=-1278/0,12-13=-1283/0,11-12=-106/946 WEBS 5-13=-990/0,1-15=0/1045,3-14=-1005/0,5-14=0/1101,9-11=0/1034,7-12=-1018/0, 5-12=0/1071 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)CAUTION,Do not erect truss backwards. •��c O P R OFFS eid��5 �NGwEFRs/o `� 87022PE 9r ofwr444 �' tel . °; d i CJ1' ,N N .'010"- ttrl 7 -$.OREGON q �4/ / On MBER 1N „a � S A. HE-V` • 4),4963a ' w • ,s,sIONALE 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 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 3180 NE BAINBRIDGE 2-CAR ,kR51740709 PL17-07_MAIN_H F07 Floor 10 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.640 s Aug 16 2017 MiTek Industries,Inc. Mon Sep 18 08:28:04 2017 Page 1 ID:8hN7 WE25VAk9wFhFe?p5rQyswQj-y0LzQ3jjlMxikjx2Pw2oYHbpnyZ27EngKOSNdOycQXv I 1-9-12 I I 2-6-0 0-6-8 1 Scale=1:10.4 3x5= 1 3x4= 2 1.5x3 H 3 • CI I d r; d _ d e e — 1.5x3 11 3x10 6 5 4 1.5x3 II I 4-8-4 1 5-2-12 1 4-8-4 0-6-8 Plate Offsets(X,Y)— f3:0-1-8,Edgel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 Vert(LL) -0.01 5 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.03 Vert(TL) -0.01 4-5 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:22 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 5-2-12 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=201/0-2-8,3=201/0-6-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-424/0,2-3=-424/0 WEBS 3-5=0/436,1-5=0/447 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. •\(<-90 PROp c�5 �NGINE�cA1 87022PE 9r oFW IO ' • h L LP N co v, N y -<1.), OREGON ti0 t a /1"',r 9�,os AsEHE��P� �0 „, 6 4a • SSIONALV EXPIRES: 06/30/2019 September 18,2017 I / a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 MiTelc' 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 3180 NE BAINBRIDGE 2-CAR R51740710 PL17-07_MAIN_H F08 Floor 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.640 s Aug 16 2017 MiTek Industries,Inc. Mon Sep 18 08:28:05 2017 Page 1 ID:8hN7WE25VAk9wFhFe?p5rQyswQj-QDvLdPkLWg3ZMtwEyeal4V8yfMsysgVpZ2Cx9SycQXu 2-6-0 1 1-9-4 l 1 1-2-8 1 P-6-81 Scale=1:34.2 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 d p 15 14 13 12 11 10 3x5= 3x10= 3x6 = 3x10 = 3x10= 1.5x3 H I 9-6-4 91-112 18-10-4 1p-4-1F 9-6-4 0-1-8 9-2-8 9-6-8 Plate Offsets(X,Y)-- 19:0-1-8,Edgel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.30 Vert(LL) -0.05 14 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.24 Vert(TL) -0.11 14-15 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.01 13 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) 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, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 9=305/0-6-0,13=1014/0-5-8,15=328/0-2-8 Max Gray 9=342(LC 4),13=1014(LC 1),15=360(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1141/0,3-4=-1141/0,4-5=0/1310,5-6=-95/532,6-7=-95/532,7-8=-1006/0, 8-9=1006/0 BOT CHORD 14-15=0/1025,13-14=-402/311,12-13=-1310/0,11-12=-137/948 WEBS 5-13=-563/0,2-15=-1057/0,4-14=0/984,4-13=-1318/0,9-11=0/1036,7-12=-1034/0, 5-12=0/1055 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)15. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. eco GN FRs/0 87022PE 29c ¢�T y -bis OREGON cyo tom - N ,pC' AMBER .\\ �p -;417 � / OS A. HE��P 14°A ��4s639 �� • SIGNAL--• EXPIRES: 06/30/2019 September 18,2017 1 f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2019 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 ANsifipiI 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 3180 NE BAINBRIDGE 2-CAR r R51740711 PL17-07 MAIN H F09 Floor 10 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.640 s Aug 16 2017 MiTek Industries,Inc. Mon Sep 18 08:28:05 2017 Page 1 ID:8hN7WE25VAk9wFhFe7p5rQyswQj-QDvLdPkLWg3ZMtWEyea14V8yeMsusgapZ2Cx9SycQXu 2-6-0 I 1 1-9-4 1 1 1-7-8 I Scale=1:33.4 1.5x3 II 3x8= 1.5x3 II 3x8= 3x4 II 3x8= 1.5x3 II 3x8= 1.5x3 II 1 2 3 4 5 6 7 8 9 I - e 1. 13 12 11 3x5 = 3x10= 3x8= 3x10= 3x5= 9-9-4 I 9-6-4 9-7r1 19-1-12 I 9-6-4 o-K-� 9-4-8 0-1-8 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.31 Vert(LL) -0.05 13 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.25 Vert(TL) -0.11 13-14 >999 360 BCLL 0.0 Rep Stress Incl. YES WB 0.16 Horz(TL) 0.01 10 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) 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, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 14=325/0-2-8,10=318/0-2-12,12=1029/0-5-8 Max Gray 14=360(LC 3),10=354(LC 4),12=1029(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1136/13,3-4=-1136/13,4-5=0/1336,5-6=0/1334,6-7=-1094/41,7-8=-1094/41 BOT CHORD 13-14=0/1022,12-13=-438/305,11-12=-480/244,10-11=0/1001 WEBS 2-14=-1054/0,4-13=0/995,4-12=-1310/0,8-10=-1032/0,6-11=0/1024,6-12=-1231/0 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)14,10. 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)CAUTION,Do not erect truss backwards. tic, 87022 P E 9<-- / w. o d y '$, OREGON (1,Q. z , O A/ sq, SIOINALV • - 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. g 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 3 Job Truss Truss Type Qty Ply 3180 NE BAINBRIDGE 2-CAR R51740712 PL17-07_MAIN_H F10 Floor 12 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.640 s Aug 16 2017 MiTek Industries,Inc. Mon Sep 18 08:28:06 2017 Page 1 I D:ShN7 WE25VAk9wFhFe?p5rQyswQj-uPTjrllzH_BQ_15QVVL5Gdih6wm CKb7YznixUhvycQXt I 2-3-0 I 1 0-11-4 I I 1-2-4 I 2-6-0 11 2-6-0 I 2-6-0 Scale=1:34.0 1.5x3 II 3x8 = 1.5x3 II 3x8= 1.5x3 II 3x6= 3x8= 1.5x3 II 3x8= 1.5x3 I I 1 2 3 4 5 6 7 8 9 10 • mentillemilimaim 16 15 14 13 12 11 3x5 = 3x8 = 3x8= 3x6 = 3x10= 3x5 = I 10-5-4 10-5-419- 0 I 9-0.1 2 I LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.34 Vert(LL) -0.06 15 >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 0.18 Horz(TL) 0.01 13 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) 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, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing:15-16. REACTIONS. (lb/size) 16=362/0-2-12,11=288/0-2-8,13=1054/0-5-8 Max Gray 16=390(LC 3),11=335(LC 4),13=1054(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1388/0,3-4=-1388/0,4-5=0/562,5-6=0/562,6-7=0/1459,7-8=-940/195,8-9=-940/195 BOT CHORD 15-16=0/1065,14-15=-125/943,13-14=-1459/0,12-13=-703/16,11-12=-6/924 WEBS 6-13=-574/0,2-16=-1106/0,2-15=-1/335,4-15=0/563,4-14=-1261/0,9-11=-953/6,7-12=0/1139,7-13=-1032/0, 6-14=0/1034 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)16,11. 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. 4)CAUTION,Do not erect truss backwards. <(�ED PROpESo ��c ��G,I NEER /, 2 i-c87022PE 9� as• ofw hA0NIO (n d y �Aj, OREGON ti�o4N /7 N c<`44 Or, BER 1 ---7'/V/ ttS,�IONAL� EXPIRES: 06/30/2019 September 18,2017 t 1 e... 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 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 ANSIITPII quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Centerplate onjoint unless x, 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 1%. y I I (Drawings not to scale) offsets are indicated. Damage or Personal Injury Erni Dimensions are in ft-in-sixteenths. 11•14 . 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. Truss bracing must be designed by an engineer.For 0' 164 wide truss spacing,individual lateral braces themselves may require bracing,or altemative Tor I Alli "" mpFA jtio , bracing should be considered. O _ U 3. Never exceed the design loading shown and never IMAIllor Oa a stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C7-6 C6-7c5-6 ._ designer,erection supervisor,property owner and plates 0- 'h A'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint • required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. 8. Unless otherwise noted,moisture content of lumber Software or upon request. shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that , Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified.by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. II Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. 1=0 reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. MI Ell �y .. 18.Use of green or treated lumber may pose unacceptable � environmental,health or performance risks.Consult with project engineer before use. Industry Standards: 1111 ANSI/TP11: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone is not sufficient. DSS-89: Design Standard for Bracing. ��e k� BCSI: Building Component Safety Information, 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 ii lot MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: PL17-07_UPPER Fax 916/676-1909 3180 A/E BAINBRIDGE 2-CAR 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: R51740713 thru R51740726 My license renewal date for the state of Oregon is June 30,2019. <o„so PROFFs f4Gl NEF"7 d�02-9 Q 87022PE v 'y II`Aj, OREGON cp SUN 'P� ' ER1� �O OS A. HEN- . 4 I19 • 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. INN MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: PL17-07 UPPER Fax 916/676-1909 3180 A/E BAINBRIDGE 2-CAR 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: R51740713 thru R51740726 My license renewal date for the state of Washington is January 2,2019. f,oI " TONIp 49639 w� 0), '"GisTEIL SS l 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 3180 NE BAINBRIDGE 2-CAR R51740713 PL17-07_UPPER F01 FLOOR 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.640 s Aug 16 2017 MiTek Industries,Inc.Mon Sep 18 08:28:20 2017 Page 1 ID:D7?YEet67PxTKnalk8g6gGyt8XQ-U5J0nXwl_HyRfA97LH LYBfGVOPs_tQo1?tKDB5ycQXf 2-3-0 1 1-3-11 ii 1-2-0 II 2-1-5 I I 2-6-0 I 2-6-0 Scale=1:33.9 1.5x3 II 3x6= 1.5x3 II 3x4 = 1.5x3 II 3x4= 3x4= 1.5x3 I I 3x6= 1.5x3 H 1 //`2 3 4 5 6 7 8 9 10 a 0 17 16 15 14 13 12 11 3x4 = 3x8 = 3x6 = 1.5x3 II 1.5x3 II 3x8 = 3x4 = I 19-5-8 19-5-8 I Plate Offsets(X,Y)-- f6:0-1-8,Edgel,f7:0-1-8,Edgel LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.34 Vert(LL) -0.29 14-15 >800 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.66 Vert(TL) -0.45 14-15 >512 360 BOLL 0.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.07 11 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:86 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, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 17=709/Mechanical,11=709/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2521/0,3-4=-2521/0,4-5=-3444/0,5-6=-3444/0,6-7=-3296/0,7-8=-2688/0,8-9=-2688/0 BOT CHORD 16-17=0/1462,15-16=0/3161,14-15=0/3296,13-14=0/3296,12-13=0/3296,11-12=0/1599 WEBS 2-17=-1592/0,2-16=0/1154,4-16=-698/0,4-15=0/343,6-15=-206/394,9-11=-1717/0,9-12=0/1169,7-12=-781/0 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. <<cED P R OpFss �N5 0AGI NEER /0 .L87022PE 29r 010NIQ N • 411'.i d • 7 �-0j, OREGON ti� �N �;, _. N 'IPOn AMBER 1� 04.4:s. / • S A. HER�P ° �`�G s6fitr' �� • ssIONAL� EXPIRES: 06/30/2019 September 18,2017 4 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 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 3180 NE BAINBRIDGE 2-CAR R51740714 - PL17-07_UPPER F02 FLOOR 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.640 s Aug 16 2017 MiTek Industries,Inc. Mon Sep 18 08:28:20 2017 Page 1 I D:D7?YEet67PxTKnalk8g6gGyt8XQ-U5JOnXwl_HyRfA97LH LYBfGU5PrztRx1?tKDB5ycQXf I 2-6-0 I 1 1-8-0 ii 1-2-0 II 1-2-0 II 2-0-0 I 2-0-0 I Scale=1:32.9 1.5x3 I I 3x6= 1.5x3 II 3x4= 1.5x3 II 3x4= 304= 1.5x3 II 3x5= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 a • o _ e � e 17 16 15 14 13 12 11 3x4 = 3x8 = 3x6= 1.5x3 II 1.5x3 II 3x6= 3x4= 13-4-0 I 12-2-0 I12-9-0I I 18-10-8 I 12-2-0 0-7-0 0-7-0 5-6-8 Plate Offsets(X,Y)-- (6:0-1-8,Edgel,(7:0-1-8,Eddel LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) -0.27 14-15 >832 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.72 Vert(TL) -0.42 14-15 >534 360 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.06 11 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) 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, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 17=688/Mechanical,11=688/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2595/0,3-4=-2595/0,4-5=-3241/0,5-6=-3241/0,6-7=-2810/0,7-8=-2197/0,8-9=-2197/0 BOT CHORD 16-17=0/1544,15-16=0/3132,14-15=0/2810,13-14=0/2810,12-13=0/2810,11-12=0/1277 WEBS 2-17=-1658/0,2-16=0/1128,4-16=-576/0,6-15=-20/614,9-11=-1419/0,9-12=0/1023,7-12=-843/0 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. ���EO P R OFFS (., ,. G-• EL- x/02 �w 87022PE 9� ocoo4wAst , n - Tc\ y aj OREGON �c <v N 'A� AMBER 1\ \O rear On A- He .0.. .2,��GsTeRQ° w ,sSI0NAL' i EXPIRES: 06/30/2019 September 18,2017 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not « 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 3180 A/E BAINBRIDGE 2-CAR PL17-07_UPPER F03 FLOOR 1 1 R51740715 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.640 s Aug 16 2017 MiTek Industries,Inc. Mon Sep 18 08:28:21 2017 Page 1 I D:D7?YEet67PxTKnalk8g6gGyt8XQ-ylt0_twNkb4I HKkJu?snksohOpGGctzAEX4njXycQXe 0-1-8 H I 2-3-11 I I 1-2-0 I I 1-2-9 I I 2-6-0 I Scale=1:18.0 1.5x3 II 1.5x3 = 3x4 = 1.5x3 I I 3x4= 1.5x3 I I 1 2 3 3x4 = 4 5 6 0 0 _ o m i b e- e e --1 , ,/b` 1 .-- 10 g 8 7 1.5x3 II 1.5x3 I I 3x6= 3x6= 3x4= I 10-5-4 10-5-4 I Plate Offsets(X,Y)— f2:0-1-8,Edgel,13:0-1-8,Edgel,f12:0-1-8,0-0-01 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.28 Vert(LL) -0.06 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.40 Vert(TL) -0.10 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) 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, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=446/0-5-8,7=451/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-963/0,3-4=-1210/0,4-5=-1210/0 BOT CHORD 10-11=0/963,9-10=0/963,8-9=0/963,7-8=0/902 WEBS 2-11=-1033/0,5-7=-968/0,5-8=0/331,3-8=-2/381 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. ���NGI E.& `ri0 4C� 87022PE 2-7 omo • '' 7 SAT OREGON n5 ' � / , N ��' c�MBER A\ �� 47 On A. HEY' �'�49639 s6 �� S1.0 IONALE 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 1111.. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MI-Tel(' 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 3180 NE BAINBRIDGE 2-CAR R51740716 PL17-07_UPPER F04 FLOOR 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.640 s Aug 162017 MiTek Industries,Inc.Mon Sep 18 08:28:21 2017 Page 1 I D:D7?YEet67PxTKnalk8g6gGyt8XQ-ylt0_twNkb41 H KkJ u?snksoeBpBbct3AEX4njXycQXe 2-6-0 I I 1-11-12 11-2° I I 140 I I 2 0-0 I 2-0-0 4-H6 Scale=1:33.0 3x6= 3x4= 3x4= 3x4= 3x5= 1 2 3 4 5 6 7 8 9 10 • co co o -1' . 18 15 14 13 12 3x4 = 3x8= 3x6= 3x8= 3x6= 13-7-12 2-5422i0-7-0 113-0-1 I 19-s--2 I 0-7-05-10-0 Plate Offsets(X,Y)-- 16:0-1-8,Edael,17:0-1-8,Edgel,118:0-1-8,0-0-01 LOADING(paf) SPACING- 1-4-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL40.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL) -0.31 14-15 >757 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(TL) - 0.48 14-15 >486 360 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.07 11 n/a n/a BCDL 5.0 Code IBC20121TP12007 (Matrix) Weight:87 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, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=703/0-5-8,17=707/0-4-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2697/0,3-4=-2697/0,4-5=-3449/0,5-6=-3449/0,6-7=-2993/0,7-8=-2302/0,8-9=2302/0 BOT CHORD 16-17=0/1595,15-16=0/3283,14-15=0/2993,13-14=0/2993,12-13=0/2993,11-12=0/1351 WEBS 2-17=-1712/0,2-16=0/1183,4-16=-629/0,6-15=-42/644,9-11=-1489/0,9-12=0/1057,7-12=-904/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. �, D PROF k's C.7 ��yGiNE`cR /o1- 87022PE 9r of WAS tiv• SP"I� Q cr2 � til'oJ OREGON tic Qw � 90FMBER �\ �,l 39 OSA HE-� P -tf©fi �Fc s6 , w SSI� gcr NALE- EXPIRES: 06/30/2019 September 18,2017 It A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2018 BEFORE USE. I Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPI1 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 3180 NE BAINBRIDGE 2-CAR PL17-07_UPPER F05 FLOOR 9 R51740717 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.640 s Aug 16 2017 MiTek Industries,Inc. Mon Sep 18 08:28:22 2017 Page 1 ID:D7?YEet67PxTKnalk8g6gGyt8XQ-QURm BDx?Vu D9uUJVSiN0G4LuQ DgYLOhKTBpKFzycQXd I 1-11-8 2-6-0 I I Q-1- g 1 1.5x3 II 2 3x4= 3 1.5x3 I I Scale=1:9.4 Ill IIIIII6 I ni. .■ 1.5x3= ,,L at. kM5 3x4= 3x6= I 4-10-0 4-10-0 Plate Offsets(X,Y)— 16:0-1-8,0-0-01 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.17 Vert(LL) 0.00 5 **** 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.14 Vert(TL) -0.07 4-5 >786 360 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:22 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=199/0-5-8,5=204/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 4-5=0/264 WEBS 2-4=-277/0,2-5=-295/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(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. 5����AG NEF,q`ri0 w� `r 87022PE 29r ¢ z wNAIso 14, c,° °v AiA,, d CV sy 'j, OREGON cl4C/ b II/8 t� �4sR OSA. He fi � TE ` .SIONALE EXPIRES: 06/30/2019 September 18,2017 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not e a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 3180 NE BAINBRIDGE 2-CAR R51740718 PL17-07_UPPER F06 FLOOR 6 1 Job Reference footional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.640 s Aug 16 2017 MiTek Industries,Inc.Mon Sep 18 08:28:22 2017 Page 1 ID.D7?YEet67PxTKnalk8g6gGyt8XQ-QU Rm BDx?VuD9UUJ VSiNOG4LrbDY7LKE KTBpKFrycQXd 0-1-8 H I 2-3-0 I 1-5-3 I I 1-2-0 I I 2-2-13 I I 2-6-0 I 2-6-0 Scale=1:33.6 3x6= 3x4= 3x4= 3x4= 3x6= 1 2 3 4 5 6 7 8 9 10 o _ CO 16 15 14 13 12 1 3x6 = 3x8= 3x6 = 3x8= 3x4= 19-10-0 I I 19-10-0 Plate Offsets(X•Y)— 16:0-1-8,Edoel,17:0-1-8,Edge1,118:0-1-8,0-0-01 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.35 Vert(LL) -0.31 14-15 >763 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.68 Vert(TL) -0.48 14-15 >488 360 BOLL 0.0 Rep Stress incr YES WB 0.26 Horz(TL) 0.07 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:88 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, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 17=716/0-5-8,11=720/0-1-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2598/0,3-4=-2598/0,4-5=-3553/0,5-6=-3553/0,6-7=-3405/0,7-8=-2748/0,8-9=2748/0 BOT CHORD 16-17=0/1521,15-16=0/3253,14-15=0/3405,13-14=0/3405,12-13=0/3405,11-12=0/1628 WEBS 2-17=-1646/0,2-16=0/1173,4-16=-714/0,4-15=0/351,6-15=222/401,9-11=-1747/0,9-12=0/1202,7-12=-827/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. P C_o cNG�NEF9 /02 �� 87022PE v� a�of w I ,,,,4*,,..1, li cv 37_,,‘�A), OREGON ti��� � � ��BER 1'� a OS A. Hec, ©fi ��c s6�39� /w ssIOINTALE� EXPIRES: 06/30/2019 September 18,2017 I t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. '- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 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 ANSIITPIl 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 3180 NE BAINBRIDGE 2-CAR PL17-07_UPPER F07 FLOOR R51740719 7 1 Pacific Lumber&Truss Co., Beaverton,Oregon Job Reference(optional) 7.640 s Aug 16 2017 MiTek Industries,Inc. Mon Sep 18 08:28:23 2017 Page 1 ID:D7?YEet67PxTKnalk8g6gGyt8XQ-ug?BPZydGCLOWeuiOQuFpHu?AdtW4ogTirZtoQycQXc 2-6-0 I 1 1-9-4 ii 1-2-0 ii 1-2-0 ii 2-0-0 2-0.0 Scale=1:33.1 1.5x3 II 3x6= 1.5x3 II 3x4 = 1.5x3 II 3x4= 3x4 = 1.5x3 II 3x5= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 _ m e e a 1 :i 1 16 15 14 13 12 11 3x4 = 3x8= 3x6 = 1.5x3 II 1.5x3 I I 3x8= 3x4= 13-5-4 I 12-3-4 118-11-12 12-3-4 0-7-00 0-7-0 I 5-6-8 Plate Offsets(X,Y)-- 16:0-1-8,Edge1,(7:0-1-8,Edgel LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL) -0.28 14-15 >815 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.73 Vert(TL) -0.43 14-15 >523 360 BCLL 0.0 Rep Stress Ina YES WB 0.25 Horz(TL) 0.06 11 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:85 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, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 17=691/0-1-8,11=691/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=2615/0,3-4=-2615/0,4-5=-3282/0,5-6=3282/0,6-7=-2836/0,7-8=-2212/0,8-9=-2212/0 BOT CHORD 16-17=0/1554,15-16=0/3161,14-15=0/2836,13-14=0/2836,12-13=0/2836,11-12=0/1284 WEBS 2-17=-1668/0,2-16=0/1139,4-16=-586/0,6-15=-21/627,9-11=-1427/0,9-12=0/1031,7-12=-857/0 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)17. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ��c'go PROrk-n ��co �NG,INEFR /% 87022PE 9r oSONI . /to �r .iiii, A y '0j, OREGON fp <U % PO AMBER A\ ,. rifr O`S A. HERcP . 0 4, 49639 k� .AVSr,,, IVSTER ' EXPIRES: 06/30/2019 September 18,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. —.... Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply 3180 NE BAINBRIDGE 2-CAR R51740720 PL17-07_UPPER F08 FLOOR 7 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.640 s Aug 16 2017 MiTek Industries,Inc.Mon Sep 18 08:28:23 2017 Page 1 ID:DTNEet67PxTKnalk8g6gGyt8XQ-ug?BPZydGCLOWeuiOQuFpHuOpdzf4gDTirZtoQycQXc I 2-6-0 I 2-4-5 I I 1-1-0 I I 0-9-3 I Scale=1:13.7 1.5x3 II 1.5x3 II 1.5x3 II 1 2 3x4= 3 4 3x4= 5 li e 9 8 7 6 3x4= 1.5x3 II 3 3x4= x4 = 4-11-13 511-`f 5-7-13 6-2-5 1 7-2-8 I 4-11-13 0-1-8 0-6-8 0-6-8 1-0-3 Plate Offsets(X,Y)-- 14:0-1-8,Edgel.18:0-1-8,Edgel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.32 Vert(LL) -0.06 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.34 Vert(TL) -0.14 8-9 >598 360 BOLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:33 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, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=311/Mechanical,6=311/0-1-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-409/0,3-4=-409/0 BOT CHORD 8-9=0/545,7-8=0/409,6-7=0/409 WEBS 2-9=-585/0,4-6=-614/0 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)6. 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. ���p PROFFS ��Co ANG'NE�cR s/02 �� 87022PE ��' c:i 01... •�w ih G .. 1' rr N Go N cv y �-$ OREGON ti�a� "P F it On MBER \ Q- `6, • 49639 �,'� `S A. HEQ`� ���Fcrsr ' SSIONAL''r6 EXPIRES: 06/30/2019 September 18,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. ^ Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 777 7777 7 Greenback 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 '3180 NE BAINBRIDGE 2-CAR R51740721 PL17-07_UPPER F09 FLOOR 11 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.640 s Aug 16 2017 MiTek Industries,Inc. Mon Sep 18 08:28:24 2017 Page 1 ID:D7?YEet67PxTKnalk8g6gGyt8XQ-MtYWcvzG1 WTt8oTua7PULVQAmODXpFrcwVIRKsycQXb 2-6-0 I 1 1-9-8 ii 1-2-0 ii 1-40 II 2-0-0 1 2-0-0 4-K8 Scale=1:32.7 3x6= 3x4= 3x4= 3x4= 3x5 = 1 2 3 4 5 6 7 8 9 10 //s�ime /�/`mow+\mi wi mi, Y 1 16 15 14 13 12 3x4= 3x8= 3x6 = 3x8= 3x6= I 19-3-8 19-3-8 Plate Offsets(X,Y)— f6:0-1-8,Edue1,F7:0-1-8,Edge1,(18:0-1-8,0-0-01 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL) -0.29 14-15 >786 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.74 Vert(TL) -0.45 14-15 >504 360 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.06 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:86 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, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=696/0-5-8,17=700/0-1-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2662/0,3-4=-2662/0,4-5=-3375/0,5-6=-3375/0,6-7=-2944/0,7-8=-2275/0,8-9=-2275/0 BOT CHORD 16-17=0/1577,15-16=0/3231,14-15=0/2944,13-14=0/2944,12-13=0/2944,11-12=0/1336 WEBS 2-17=-1693/0,2-16=0/1164,4-16=-611/0,6-15=-39/620,9-11=-1473/0,9-12=0/1043,7-12=-878/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)17. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. r� o PR°FFs 87022PE vT- o4wAs ' . C1� N d' r w_ t�� N C� -y�Aj, OREGON 1L�Q<v On gBEHE� Q, %�4c s6 •�� • `�S'ONALE EXPIRES: 06/30/2019 • NAG September 18,2017 A 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 Mill 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 4 Job Truss Truss Type Qty Ply 3180 ME BAINBRIDGE 2-CAR R51740722 PL17-07_UPPER F10 FLOOR 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.640 s Aug 16 2017 MiTek Industries,Inc. Mon Sep 18 08:28:24 2017 Page 1 ID:D7?YEet67PxTKnalk8g6gGyt8XQ-MtYWCVZG1 WTt8oTua7PULVQDYOMQpIgcwVIRKsycQXb I 2-6-0 1-0-5 1 1 1-1-0 0-9-3 Scale=1:11.3 1 1.5x3 II 2 3x4 = 3 1.5x3 I I 4 3x4= 5 1.5x`3 II e e ® I" m - m e e e 1.5x3 II g 8 7 6 3x4= 3x4= 3x4= 1 3-7-13 -9-� 4-3-13 1 4-10-5 1 5-10-8 1 3-7-13 d-1- 0-6-8 0-6-8 1-0-3 Plate Offsets(X,Y)— (4:0-1-8,Edge),(8:0-1-8,Edgel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.20 Vert(LL) -0.02 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.18 Vert(TL) -0.05 8-9 >999 360 BCLL 0.0 Rep Stress lncr YES WB 0.06 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:28 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=253/Mechanical,6=253/0-1-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-281/0,3-4=-281/0 BOT CHORD 8-9=0/394,7-8=0/281,6-7=0/281 WEBS 2-9=-423/0,4-6=-423/0 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)6. 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. ���v PROFFS �co ANG,NELc. s/0 "z" 87022PE 9c"44, A� �wN , 7 C4)i, OREGON cy0 .C/ 1 "PO AMBER 1'� �O , OS A. HEk\ P °, td,G s ' 4 SSIDNALs EXPIRES: 06/30/2019 September 18,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ml 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 iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 • 6 Job Truss Truss Type Qty Ply 3180 NE BAINBRIDGE 2-CAR 1 R51740723 PL17-07_UPPER F11 FLOOR 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.640 s Aug 16 2017 MiTek Industries,Inc. Mon Sep 18 08:28:25 2017 Page 1 ID:D7?YEet67PxTKnalk8g6gGyt8XQ-g36vgFzuopbkmx247rxjuizMsQarYh_m992_s IycQXa 0-1-8 H I 2-3-0 I 1 1-5-3 11 1-2-0 ii 2-1-9 I I 2-6-0I 2-6-0 Scale=1:33.4 3x6= 3x4= 354= 3x4= 3x6= 1 2 3 4 5 6 7 8 9 10 15 16 15 14 13 12 11• 3x6 = 3x8 = 3x6= 3x8= 3x4= I 19-8-12 19-8-12 Plate Offsets(X,Y)— 16:0-1-8,Edgel,17:0-1-8,Edael,118:0-1-8,0-0-01 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 0.35 Vert(LL) -0.30 14-15 >773 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.68 Vert(TL) -0.47 14-15 >494 360 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.07 11 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:88 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, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 17=712/0-5-8,11=717/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2580/0,3-4=-2580/0,4-5=-3518/0,5-6=-3518/0,6-7=-3361/0,7-8=-2726/0,8-9=-2726/0 BOT CHORD 16-17=0/1512,15-16=0/3227,14-15=0/3361,13-14=0/3361,12-13=0/3361,11-12=0/1618 WEBS 2-17=-1637/0,2-16=0/1163,4-16=-705/0,4-15=0/344,6-15=-211/405,9-11=-1737/0,9-12=0/1189,7-12=-808/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. ���EOINPRQp,- CCo �\AGEF9 Wo 2 • �y cONIO `� 9r 87022PE �c ovwisr ' " tP ,cv N N y 4,j, OREGON tis "i 'pOn AMBER �� �� 49639 w `S A. HE��P ° •4, 49639,0 SIONAL� EXPIRES:06/30/2019 September 18,2017 1 ..... 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 Tights,Heights,CA 95610 • • 4 Job Truss Truss Type Qty Ply 3180 NE BAINBRIDGE 2-CAR R51740724 PL17-07_UPPER F12 FLOOR 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.640 s Aug 16 2017 MiTek Industries,Inc. Mon Sep 18 08:28:25 2017 Page 1 ID:D7?YEet67PxTKnalk8g6gGyt8XQ-g36vgFzuopbkmx247rxjuizN?QeDYhwm992_SIycQXa 0-1-8 H I 2-3-15 I I 1-2-0 I I 1-2-5 I I 2-6-0 Scale=1:18.0 1.5x3 II 1.5x3 = 3x4 = 1.5x3 II 3x4= 1.5x3 II 1 2 3 3x4= 4 5 g e • o • o 0 NNm o • o e 1 / 10 8 1.5x3 1 1.5x3 II = LL�� 3x6= 3x4= I 10-5-4 I 10-5-4 Plate Offsets(X,Y)— 12:0-1-8,Edael.13:0-1-8,Edael,112:0-1-8,0-0-01 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 0.28 Vert(LL) -0.06 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.40 Vert(TL) -0.10 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) 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, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=446/0-5-8,7=451/0-2-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-967/0,3-4=-1210/0,4-5=-1210/0 BOT CHORD 10-11=0/967,9-10=0/967,8-9=0/967,7-8=0/902 WEBS 2-11=-1036/0,5-7=-968/0,5-8=0/331,3-8=-4/379 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)7. 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. iz4t4-4 Co \AG P EFR `SAO 2 87022PE 9r el tPZi N ' 00D N y "c>, OREGON (1.5. 4/ 1 'AO AMBER '\'‘ CI ( 1� OS, �4' � 49639 , A. HEP ,�G/S ' ' • sSIONAL V, EXPIRES: 06/30/2019 September 18,2017 I -- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 4 • Job Truss Truss Type Qty Ply 3180 NE BAINBRIDGE 2-CAR PL17-07_UPPER F13 FLOOR 4 1 R51740725 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.640 s Aug 16 2017 MiTek Industries,Inc. Mon Sep 18 08:28:26 2017 Page 1 ID:D7?YEet67PxTKnalk8g6gGyt8XQ-IFgH1 a_WZ7jbN5dGhYSyRwVVYdgzFH85vopnYPkycQXZ 0-1-8 H I 2-3-15 I I 1-2-0 I I 1-3-13 I I 2-6-0 Scale=1:18.2 1.5x3 II 1.5x3 = 3x4= 1.5x3 II 3x4 = 1.5x3 1 2 3 3x4= 4 5 6 e o ® o o T 12 m m e- e m 10 8 f/ 1.5x3 1 9 1.5x3 II 3x6= 3x6= 3x4= I 10-6-12 10-6-12 Plate Offsets(X,Y)— 12:0-1-8,Edael,13:0-1-8,Edge1,112:0-1-8,0-0-01 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.29 Vert(LL) -0.07 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.41 Vert(TL) -0.10 8-9 >999 360 BCLL 0.0 Rep Stress Incl. YES WB 0.27 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:48 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, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=451/0-5-8,7=456/0-3-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-985/0,3-4=-1240/0,4-5=-1240/0 BOT CHORD 10-11=0/985,9-10=0/985,8-9=0/985,7-8=0/916 WEBS 2-11=-1056/0,5-7=-983/0,5-8=0/348,3-8=-6/383 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)CAUTION,Do not erect truss backwards. ���ED P R 0 .c, NGINEFR >\ 87022PE 9r ONIp �� of was . C!3 N N / �, N y�AjC OREGON cp a<v _i../ On BER ABEHER�P� Q1*,, '),c s6 / q,SIONALv,- EXPIRES: 06/30/2019 September 18,2017 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 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 MWTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 4 Job Truss Truss Type Qty Ply 3180 NE BAINBRIDGE 2-CAR R51740726 PL17-07_UPPER F20 FLOOR GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.640 s Aug 16 2017 MiTek Industries,Inc.Mon Sep 18 08:28:26 2017 Page 1 la D7?YEet67PxTKnalk8g6gGyt8XQ-IFgH1 a_WZ7jbN5dGhYSyRwWZVq?FHAPvOpnYPkycQXZ 0-1-8 H 2-2-7 I I 1-2-0 I I 1-0-13 1 1 2-6-0 Scale=1:17.6 3x4 II 3x5= 3x4= 1.5x3 H 3x4= 3x4 II 1 2 3 3x4= 4 5 6 o e ® o T m 12 0 0 i e 101 8 1.5x3 II 9 x3 3x6= 3x6= 3x10= I 10-5-4 I 10-5-4 Plate Offsets(X,Y)— 11:Edge,0-1-81,12:0-1-8,Edgel,r3:0-1-8,Edge1.112:0-1-8,0-1-51 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft Lid 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 0.28 Vert(TL) -0.07 8-9 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:49 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, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 7=278/0-5-8,11=275/0-5-8 Max Horz 11=-9(LC 5) Max Uplift7=-87(LC 7),11=-88(LC 6) Max Gray 7=335(LC 2),11=332(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-345/344,2-3=-586/0,3-4=-750/35,4-5=-867/191,5-6=-377/377 BOT CHORD 10-11=-282/778,9-10=0/586,8-9=-159/686,7-8=-269/738 WEBS 2-11=-860/335,5-7=-793/291,5-8=-318/446,3-8=-333/488 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 87 lb uplift at joint 7 and 88 lb uplift at joint 11. 3)This truss has been designed for a total drag load of 1500 lb.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 10-5-4 for 143.7 plf. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. ���D P R OFcs ��� �NGINEF9 s/0 29 �yrcONIO , 87022PE Craf a sf WAS wl, V /- ' N Cc C%"0 OREGON o �N '/ ��C���MBER 1� QUO eI©fi ��c s6 w� lo A3L9V7 EXPIRES: 06/30/2019 September 18,2017 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek( is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB. 7777 Greenback Lane 89 and BCSI Building Component 777(1 re Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA 95610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 3/4' Center plate on joint unless x,y I 6-4-8 I dimensions shown in ft-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property offsets are indicated. Damage or Personal Injury MEM Dimensions are in ft-in-sixteenths. hik Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal orX-bracing,is always required. See BCSI. 0 _1/16 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves �_� IlL\lipizilb „, may ng require bracing,or altemative Tor I !c) bracing should be considered.O-A 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. rl O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C7-8 c6-7 C5-6 F- designer,erection supervisor,property owner and plates 0- ',d'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MiTek 20/20 NUMBERS/LETTERS. ft soware or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362, ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,sizeorientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that it Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values BEARING or less,if no ceiling is installed,unless otherwise noted. established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member orplate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. hilMO reaction section indicates joint MINI.Cloa number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. INN MN 6 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal Mill 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. snot sufficient. BCSI: Building Component Safety Information, IVIliTek® 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 w