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Plans (381) 4 mit EP, „t3 MITeIC - 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. ,\ ) PROFFss NNEER >O 2 / 4GI 4 87022PE 9r N OREGON (15 �N C0 tl ER \`�Q�4 A. HES PV S: 0. 02. 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 ANSUTPI-1, Chapter 2. mg , MiTekl) 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. 01ONIO ,p, 05 OF w� "fir G ti G> fi, IF '. 4,-;,, ci dtt "t,\ 1:_v" # \ 49639 k,� a �.crsTER 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_N 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?p5royswQj-XRfgn1 hgSRZBtFCTjOV5wfzF5ITjwrPEeQEjOhyCQXy 0-6-8 H I 2-6"0I 1 1-2-8 I I 2-5-0 Scale=1:34.9 1.5x3 II 3x5 = 1.5x3 II 3x8 = 1.5x3 II 3x6 = 3x8 = 3x6 FP= 3x8 = 1.5x3 II 1 2 3 4 5 6 7 8 9 10 oS 16 15 14 13 12 11 1.5x3 II 3x10= 3x10 = 3x8 = 3x10= 3x5= 6-61 9-9-0 9-19-8 20-0-8 "6-8 9-2-8 0-1-8 10-2-0 1 Plate Offsets(X,Y)— f1:0-1-8,Edgel,f13:0-3-0,Edael LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TOLL 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 BOLL 0.0 Rep Stress Ina- YES WB 0.24 Horz(TL) 0.01 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (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. Co ‘AGINI .E. ZONIp 87022PE 9r e w r. N / Qd CI\ 7N It • . NyOREGON �� i 'pFr O4 /SER \ � ,a / , S` A. Hr��. 4k, 4963910 ,,4, kG SSjONAL-- EXPIRES: 06/30/2019 September 18,2017 t t MINIM WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MY-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 ' 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:8hN7 WE25VAk9wFh Fe?p5rQyswQj-?eDC?N iSDlh?VPlfHVOKSsWTT9gyfKeNt4zGY7ycQXx 0-6-8 I I I 1-3-8 I I 26-0 Scale=1:14.0 1.5x3 II 1.5x3 II 1 3x4= 2 3 3x8= 4 :1' M"1.11°— V m o ri 0 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)-- f1:0-1-8,Edoe) 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 0.17 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. (lb/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. �� ,R0 P R OFFS Il lNE87022PE 9r- 1orrro 1.144. oc 04 v as/4v , • 40-i , 04,, , y111 N 4> OREGON cf� ILlurI O4,1 ABEHE ��P 1© 4, 5639 ty TeW sS'IONALC:46 " EXPIRES:06/30/2019 September 18,2017 I I NM= A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. pill 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 Cfrus Heights,CA 95610 • Job Truss Truss Type Qty Ply 3180 NE BAINBRIDGE 2-CAR PL17-07_MAIN_H F03 Floor 4 1 R51740706 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:8h N7 WE25VAk9wFh Fe?p5rQyswQj-?eDC?NiSD Ih?V PnfHVOKSs WSC9gMfJwNt4zGY7ycQXx 0-6-8 I I 2-6-0 I 1 1-3-0 1 1 1-2-4 I Scale=1:28.2 1.5x3 II 3x8= 3x4 I I 3x8 = 1.5x3 II 3x8 = 1.5x3 II 13x5= 2 3 4 5 6 7 8 t. ....-----..... ---- „...p. P.------w _ ----- ---5 li • 13 12 • 10 1.5x3 II 3x10 = 3x8= 3x10= 3x5= 7-3-8g 10-6-8 6-6-0 7-0-8 0-h-bl 1611-4 1 a-114 0-1-8 Plate Offsets(X,Y)— f1:0-1-8,Edge) 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 0.25 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/TPI2007 (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. (Ib/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. (lb)-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. ,<(.5,,, O P R°Fess C��co ANG I N E�., >p w ct 87022PE 9r cf'oFw d -y -$. OREGON (1 w a A .pOn AMBER "c\ 0 `4 � OS A. HEY` '4P ° 4c sit �� S!ONALE 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. MOM 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 _r • Job Truss Truss Type Qty Ply 3180 A/E BAINBRIDGE 2-CAR 4, 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-UgnaCj i5_3ps7ZMsrDXZ?43eDZADOnvX5kjg5aycQXw 0-6-8 I I I 1-2-12 I I 26-0 Scale=1:13.8 1.5x3 II 1.5x3 1 3x4= 2 33x8 = 4 _ v (.., .4111111111.... - qiill."- . th a — 7 6 1.5x3 II 3x10= 3x5 = i 0-6-8 1 7-1-12 I 0-6-8 6-7-4 Plate Offsets(X,Y)-- i1:0-1-8,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 0.17 Vert(LL) -0.01 5-6 >999 480 MT20 220/195 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. ..,„c- cJ ,NGI NEER /02 „4 87022PE 91 oFwN .' ! C;* try y 4:), OREGON cZQ aw 'A �� c�S AeEHER�P fi��.c s6 ' , ' ssIONALE EXPIRES: 06/30/2019 September 18,2017 I1 tee. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Nut 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/TPD 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_MAIN_H F05 FLOOR 7 1 R51740708 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:8hN7 WE25VAk9wFhFe?p5rQyswQj-UgnaCj i5_3ps7ZMsrDXZ?43dbZAuomvX5kjg5aycQXw 0-6-8 H I 2"fr0 I 1 1-3-0 1 1 1-2-4 1 pL66 Scale 1:343 3x5= 1.5x3 II 3x8= 1.5x3 I I 3x8= 1.5x3 II 3x8= 1.5x3 I I 3x5= 1 2 3 4 5 6 7 8 9 MINIKIIIMIIMNiIMENiMIN �� Id I� 16 15 14 12 11 10 1.5x3 I I 3x10= 3x10= 3x4 II 3x10= 3x10= 1.5x3 II 10-6-81 9-9-8 18-11-12 g-4 --8 9-3-0 9-2-4 19-6-81 Plate Offsets(X,Y)-- f1:0-1-8,Edgel,19:0-1-8,Edge1 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 BOLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) -0.01 9 n/a n/a BCDL 5.0 Code IBC20121TPI2007 (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. 0,0 PROFFss CoA N�,INEER �� w 87022PE 9rzOrrro IitK °; dam � �Aj, OREGON tiN%f °' ' % 'Ao Fi�j8 E R '\'` �4 4 • /e/ OS A. HER°P �c s6 'Teik- w� SIoNALS EXPIRES: 06/30/2019 September 18,2017 I t ..� 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 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 ANSIITPtl 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 / R51740709 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 1 1-9-12 1 I 2-6-0 1 1 0-6-8 1 Scale=1:10.4 3x5= 1 3x4= 2 1.5x3 11 3 \ _ v ` m o r d 3x10= 1.5x3 I I 6 5 4 1.5x3 II I 4-8-4 I 5-2-12 I 4-8-4 0-6-8 Plate Offsets(X,Y)-- r3:0-1-8,Edge) 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 0.18 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 BOLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC20121TP12007 (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. (Ib)-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. c� 2 4� 87022PE v� e zONro ofP of WAsI . c, %r. x_ ods, 9N,, OREGON tih �N i1 x N °P TIMBER �\ �0 � ,� • O Q' 174, 49639 S A. .HEp�� k ; 49639 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. 1 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 I 1 Job Truss Truss Type Qty Ply 3180 A/E 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 I D:8h N7WE25VAk9wFh Fe?p5rQyswQj-QDvLdPkLWg3ZMtWEyea 14V8yfMsysgVpZ2Cx9SycQXu 2-6-0 1 1-9-4 1 1 1-2-8 1 I g_E-8I Scale=1:34.2 1.5x3 II 3x8= 1.5x3 I I 3x8= 3x6= 1.5x3 I I 3x8= 1.5x3 3x5 = 1 2 3 4 5 6 7 8 9 1 _ _i - _ 6itIlY is MA 15 14 13 12 11 10 3x5= 3x10 = 3x6 = 3x10 = 3x10= 1.5x3 II I 9-6-4 911112 18-10-4 1p-4-1F 9-6-4 0-1-8 9-2-8 0-6-8 Plate Offsets(X,Y)-- 19:0-1-8,Edoel 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 0.30 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 Ina' YES WB 0.17 Horz(TL) 0.01 13 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (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) 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. -��EO PROFen c5 �NGINE�cR wo `� 87022 PE l'_,.. r ,coof wNAS , Cr Ai" NA d I$ I H- ` ��crsTe / S7ONAL EXPIRES: 06/30/2019 September 18,2017 I t WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. NI Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply 3180 NE BAINBRIDGE 2-CAR /r R51740711 I PL17-07_MAIN_H F09 Floor 10 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.640 s Aug 16 2017 MiTek Industries,Inc. Mon Sep 18 08:28:05 2017 Page 1 I D:8hN7 WE25VAk9wFhFe?p5r0yswQj-QDvLdPkLWg3ZMtWEyea 14V8yeMsusgapZ2Cx9SycQXu I 2-6-0 I 1-9-4 I I 1-7-8 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 li .. _. 1. 13 11 3x5 = 3x10= 3x8= 3x10= 3x5 = 9-9-4 I 9-6-4 07 1-5 19.4-82 I 9-6-4 0-1-8 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 0.31 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 Ina 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(Ib)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. co c.;, 2 ,,,,_44/ 87022PE �I oFw C N ,p) N y Aj, OREGON (f-' W lig'I 9�, AMBER h �0 ,4 er OS A. HE��Pa ��crsza ' � `r`S'1ONALE EXPIRES: 06/30/2019 September 18,2017 4 f Mr_ 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 verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 I ,iii Job Truss Truss Type Qty Ply 3180 A/E BAINBRIDGE 2-CAR PL17-07_MAIN_H F10 Floor 12 851740712 Pacific Lumber&Truss Co., Beaverton,Oregon Job Reference(optional) 7.640 s Aug 16 2017 MiTek Industries,Inc. Mon Sep 18 08:28:06 2017 Page 1 I D:8hN7 WE25VAk9wFhFe?p5rQyswQj-uPTjrllzH_BQ_15Q WL5Gdih6wm CKb7YznixUhvycQXt 2-3-0 I 10-11-4 I I 1-2-4 I 2-6-0 II 2-6-0 I 2-6-0 I Scale=1:34.0 1.5x3 H 3x8 = 1.5x3 II 3x8= 1.5x3 II 3x6= 3x8= 1.5x3 II 3x8= 1.5x3 1 2 3 4 5 6 7 8 9 10 di —I ` I � - -- lir' �Y i 16 15 14 13 12 11 3x5 = 3x8 = 3x8= 3x6 = 3x10= 3x5=- I I 10-5-4 10-5-4 II 19-6-0 9-0-12 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TOLL 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/TP12007 (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. V' no P R OPFsfs 87022PE prZONIp .14 X0 woF wnsrt • CP c N ':i •"1 d� 7 'ojc OREGON ti,4IL • N o OBER 1.\ v4 g � 4S A. FiE. 44) �,p�4s639�� g,`� SIDNALS EXPIRES:06/30/2019 September 18,2017 4 I AWARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. =MN Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not mit 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 r� � Symbos Numbering System A General Safety Notes PLATE L01:1:;,T11::ION AND ORIENTATION Itirrilicilifiii to Follow Could Cause Property Center plate on joint unless x,y I 6-4-8 I dimensions shown in ft-in-sixteenths (Drawings not to scale) e or Personal Injury offsets are indicated. r�� Dimensions are in ft-in-sixteenths. I� Apply plates to both sides of truss 1 2 3 nal stability bracing fortrusssystem,e.g.andfullyembedteeth. nal or X-bracing,is alwaysrequired. SeeBCSI.TOPCHORDSc zcza bracing must be designedbyanengineer.For' 1 fi4russ spacing,individuallateral bracesthemselves:cl_ Qequire bracing,or alternativeTorIg should be considered.O= Or exceed the design loadingshownandneverUU materials on inadequately braced trusses. d O O 4. Provide copies of this truss design to the building ~ I- designer,erection supervisor,property owner and For 4 x 2 orientation,locate c'-e ce-� cs-s BOTTOM CHORDS all other interested parties. plates 0- ',�'from outside edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This syMEMEMMIOD mbol indicates the JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE joint an s mbee ulalt d b is and ani at joint ININ required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO g y connector plates. THE LEFT. 7. Design assumes trusses will be su tably 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. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZEuse 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 Trusses are designed for wind loads in the plane of the specified. �i�� by Indicated the symbol shown and/or truss unless otherwise shown. by text in bracing section of the 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. 1kMI reaction section indicates joint 17.Install and load vertically unless indicated otherwise. number where bearings occur. Min size shown is for crushing only. MIN_0 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer re ore use. 19.Review all portions of this design(front,back,words Industry Standards: MI ANSI/TPI1: National Design Specification for Metal and pictures)before use.Reviewing pictures alone Plate Connected Wood Truss Construction. is not sufficient. BCSI: Design Standard foent Bracing. irara � � 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 ME MN mit 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. ��Q ,ED PROs �NGINEF� /0 87022PE -7� N y cc\Aj, OREGON ? ./ -*PC' A' SER 'N\ �4 OS A. HO; '0 119 • 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. ..... , 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 Washington is January 2,2019. 1,0--- O 0$ 0v , WAsK 44, 1 EZ O l» N \) I. AS ytio49639 <y fi-4, �GIsT1" SSi , 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. • • e. 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 I D:D7?YEet67PxTKnalk8g6gGyt8XQ-U5JOnXwi_HyRfA97LHLYBfGVOPs_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 II 1 2 3 4 5 6 7 8 9 10 wii ..... .... ...iii - w i 0..ill ....."'"I I I I I I I I I I I I I I I I I I I I I I I I Mil I III I I I I I I I I III I I I I I."' 1....'1°IIIIIIIIIIIIIIIIIIIIIIIII - 111 .. / IbillIliel,...1111 ,111111111111111111111111 1110 1 9 Y aL 17 16 15 14 13 12 11 3x4 = 3x8 = 3x6= 1.5x3 II 1.5x3 11 3x8 = 3x4= I 19-5-8 19-5-8 Plate Offsets(X,Y)— 16:0-1-8,Edgel,r7:0-1-8,Edgel LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) l/defl Lid PLATES GRIP TCLL 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 BCLL 0.0 Rep Stress Ina YES WB 0.26 Horz(TL) 0.07 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) 17=709/Mechanical,11=709/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)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. ��E� P R 6FF`Sn ��5 �NGINEFR /� 87022PE �'rzorrro 1.4 o° ov was • Al>, OREGON c1�OWN .,' . �' 1 (v, �� 'AeEHE��Q� �I°• `,449639 ,0 s it,' �a S`r!ONAL� •C3 EXPIRES: 06/30/2019 September 18,2017 c f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 1111' a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 R51740714 - PL17-07UPPER 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_HyRfA97LHLYBfGUSPrztRx1?tKD BSycQXf I 2-6-0 I 1 1-8-0 11 1-2-0 II 1-2-0 I I 2-0-0 I 2-0-0 I Scale=1:32.9 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 e e_ o o 17 16 15 14 13 12 11 3x4 = 3x8 = 3x6= 1.5x3 I I 1.5x3 II 3x8= 3x4= 13-4-0 I 12-2-0 112-9-01 1 18-10-8 I 12-2-0 0-7-0 0-7-0 5-6-8 Plate Offsets(X,Y)-- f6:0-1-8,Edgel,f7:0-1-8,Edael LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TOLL 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/TP12007 (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. ��ED PR Open 0-0 ��5 �NG,INEcR /02 �� 87022PE yr of wasp ---e-•^ r /►'•aid 2' NC(� "v A/ I4+/ N y 'oj OREGON ti� . 9 1\ 44 i , v. ssI0NAL- EXPIRES: 06/30/2019 September 18,2017 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. 'P Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 k Job Truss Truss Type Qty Ply 3180 A/E BAINBRIDGE 2-CAR R51740715 PL17-07_UPPER F03 FLOOR 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.640 s Aug 16 2017 MiTek Industries,Inc. Mon Sep 18 08:28:21 2017 Page 1 ID:D7?YEet67PxTKnalk8g6gGyt8XQ-ylt0_twNkb4IHKkJu?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 II 3x4= 1.5x3 I I 1 2 3 3x4 = 4 5 6 o e o e o 0 m NN'NNNjN 7 a e e- 1.. ..-- 1J 10 8 7 1.5x3 I I 1.5x3 .5x3 I 3x6= 3x6= 3x4= I 10-5-4 10-5-4 Plate Offsets(X,Y)-- 12:0-1-8,Edgel,f3:0-1-8,Edgel,f12:0-1-8,0-0-01 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.28 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 Ina- YES WB 0.26 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/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. S��NGNER `SAO 87022PE 29�' --�,�z0Ni° ,coP�,f WAS -�-'• • b � t 7 •<Ni, OREGON tip OWN / N On MBER k � ' s A. HER�P t 4,c s6 ;,; w� SIONALti EXPIRES: 06/30/2019 September 18,2017 I 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. NI Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 ANSITrPl1 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 R51740716 PL17-07_UPPER F04 FLOOR 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.640 s Aug 16 2017 MiTek Industries,Inc.Mon Sep 18 08:28:21 2017 Page 1 ID:D7?YEet67PxTKnalk8g6ciGyt8XQ-yltO_twNkb41 H KkJu?snksoeBpBbct3AEX4njXycQXe 1 2-6-0 1-11-12 11 1-2-0 I j 1-4-0 II 2-0-0 2-0-0 9-H8 Scale=1:33.0 3x6= 3x4= 3x4= 3x4= 3x5= 1 2 3 4 5 6 7 8 9 10 m s iiiii m \ 001 2 re' e a 18 16 15 14 13 12 3x4 = 3x8= 3x6= 3x8= 3x6 = 13-7-12 12-5-12 10-7-02D 7-0 I 15-10 -0 12-5-12 Plate Offsets(X,Y)— f6:0-1-8,Edgel,f7:0-1-8,Edoel,f18:0-1-8,0-0-01 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 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 lncr YES WB 0.26 Horz(TL) 0.07 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (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. PRQFFs �� NGi NEFR wo* 2.-4-4.1 87022PE 9r a5 tONIO o�wr T,o OREGON cyc) 4 ABEHEV�P 7- �� s6 '39, wa swONALE EXPIRES: 06/30/2019 September 18,2017 t f 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 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 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 PL17-07_UPPER F05 FLOOR 9 1 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 I D:D7?YEet67PxTKnalk8g6gGyt8XQ-Q U Rm BDx?VuD9uUJVS iN0G4LuQDgYLOhKTBpKFzycQXd I 1-11-8 2-6-0 I 1 9-1-81 1 1.5x3 II 2 3x4 = 3 1.5x3 I I Scale=1:9.4 111 Illplippillilli w II I ■ g '-„ .■, 1.5x3= ak 5 MA: 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/defl L/d 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 BOLL 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. DOT 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. C�5 '<('�tsJGNFV0 �� 1:1 ,s,.., 010M0 ii, 87022PE r o of , �0A� OREGON ti� �N r j r tnN �� AMBER �\ � /r1 On A. HE��P �+Q ,plc s 9 / sSfoNALE G EXPIRES:06/30/2019 September 18,2017 I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply 3180 A/E BAINBRIDGE 2-CAR R51740718 _ PL17-07_UPPER F06 FLOOR 6 1 Job Reference(notional) 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?YEet67 PxTKnalk8g6gGyt8XQ-QURm BDx?VuD9uUJVS iN0G4LrbDY7LKE KTBpKFzycQXd 0-1-8 H I 2-3-0I 1-5-3 I I 1-2-0 II 2-2-13 II 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 0 ro e e 16 15 14 13 12 1 3x6 = 3x8= 3x6 = 3x8= 3x4= I 19-10-0 I 19-10-0 Plate Offsets(X,Y)— 16:0-1-8,Edgel,17:0-1-8,Edgel,118:0-1-8,0-0-01 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl Lid 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 IBC2012ITPI2007 (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. �` O PR°FFss ��5 �NGJ NR:4 /02 ¢� 87022PE v� a5 oFoxio G 3AS •t • d N N �1 y � 9(,..) ti"0), OREGON d9(,..)4� � N 'In C'�S AeEHE?AN�P °��G s g '' �a s 44,,,,..,,,,s, Gr EXPIRES: 06/30/2019 September 18,2017 I 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. pot Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek~ is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply 3180 NE BAINBRIDGE 2-CAR PL17-07_UPPER F07 FLOOR 7 1 R51740719 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:D7?YEet67PxTKnalksg6gGyt8XQ-ug?BPZydGCLOWeuioQuFpHu?AdtW4ogTirZtoQycQXc 2-6-0 I I 1-9-4 I I 1-2-0 I I 1-2-0 I I 2-0-0 I 2-0.0 1 Scale=1:33.1 1.5x3 I I 3x6= 1.5x3 I I 3x4 = 1.5x3 I I 3x4= 3x4= 1.5x3 I I 3x5= 1.5x3 I I 1 2 3 4 5 6 7 8 9 10 e_ e e 1 16 15 14 13 12 11 3x4 = 3x8= 3x6 = 1.5x3 I I 1.5x3 I I 3x8= 3x4 = 13-5-4 I 12-3-4 112-10-4i 1 18-11-12 12-3-4 0-7-0 0-7-0 5-6-8 Plate Offsets(X,Y)— f6:0-1-8,Edoel,f7:0-1-8,Edgel 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 0.43 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 Incr YES WB 0.25 Horz(TL) 0.06 11 n/a n/a BCDL 5.0 Code IBC2012fTP12007 (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. P S<��NG EER tS> \- \ 87022PE of WAS44, 3w. °,)' d stn >" N r N 7 '$, OREGON tip <v F On geEHE��P4 rr sp 4, 5639 4, ,s,sIONALc-0 EXPIRES: 06/30/2019 September 18,2017 4 8 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This'design is based only upon parameters shown,and is for an individual building component,note a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Niek' 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 ' 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 I D:D7?YEet67PxTKnalk8g6gGyt8XQ-ug?8PZydGCLOWeuiOQuFpHuOpdzf4gDTirZtoQycQXc I 2-6-0 I 2-4-5 I I 1-1-0 I I 0-9-3 Scale=1:13.7 1.5x3 I I 1.5x3 I I 1.5x3 I 1 2 3x4= 3 4 3x4 = 5 „, \or \ .7 9 8 7 8 3x4= 1.5x3 I I 3x4= 3x4= I 4-11-13 5r1-: 5-7-13 1 8-2-5 1 7-2-8 4-11-13 0-1- 0-6-8 0-6-8 1-0-3 Plate Offsets(X,Y)-- f4:0-1-8,Edgel,f8:0-1-8,Edoel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.32 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 BCLL 0.0 Rep Stress lncr 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. PROFto c.. 2 �� 87022PE 9r as�.�willsiin tr C, o mow. 2- yUN ,N N , `S C N �Aj, OREGON tis i 'PO AMBER \\ �O OSA HE��P ��c s6 , ��c��,, • sSIONALti � EXPIRES: 06/30/2019 September 18,2017 t 1 tu— A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. riA 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 3180 A/E 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?YEet67PxTKnalkag6gGyt8XQ-MtYWcvzG1 WI-t8oTua7PULVQAmODXpFrcwVIRKsycQXb 2-6-0 I 1 1-9-8 1 I 1-2-0 II t-40 ii 2-0-0 1 2-0-0 9-11{8 Scale=1:32.7 3x6= 3x4= 3x4= 3x4= 3x5= 1 2 3 4 5 6 7 8 9 10 ‘1 1-1. .....1 . - 1"16W- - . ...... - r1 1 16 15 14 13 12 3x4= 3x8= 3x6 = 3x8= 3x6= I 19-3-8 19-3-8 Plate Offsets(X,Y)— 16:0-1-8,Edgel,17:0-1-8,Edgel,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 0.44 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. •\ ) PROFESS �Co � GINER /o � cr 87022PE 444 9r 10NIQ 474, c°%°fW rL-i*'_ o d y �Aj, OREGON �� H ,1N ��S AeER 5 �-,k,„4,,49639.4., '� s R.' w� sSjoNALti G EXPIRES: 06/30/2019 September 18,2017 1 f A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mom Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . �m 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 Carus Heights,CA 95610 Job Truss Truss Type Qty Ply 3180 A/E 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 I 1-0-5 1-1-0 I I 0-9-3 Scale=1:11.3 1 1.5x3 II 2 304= 3 1.5x3 II 4 3x4= 5 1.5x3\\11.,, II 0 0 ® ® m T e e 1.5x3 II 9 8 7 6 3x4= 3x4= 3x4= 3-7-13 9- 4-3-13 I 4-10-5 I 5-10-8 I I 3-7-13 0-1-8 0-6-8 0-6-8 1-0-3 Plate Offsets(X,Y)— 14:0-1-8,Edge1,18:0-1-8,Edael LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.20 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 Incr YES WB 0.06 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (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. �� “) PROFFS c.3-v- ANG'N EFR s/o2 4r 87022PE v� c ��mo ,i, C✓', i R j c(%Aj, OREGON til 4,/ , � tA CL (417 OS AB ER O;�P Qk 4,c 56399•, w� • s°'ONALti G EXPIRES: 06/30/2019 September 18,2017 I1 mer_ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Nut 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 PL17-07_UPPER F11 FLOOR 1 1 851740723 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_slycQXe 0-1-8 H I 2-3-0 I 1 1-5-3 11 1-2-0 II 2-1-9 I I 2-6-0 2-6-0 Scale=1:33.4 3x6= 3x4= 3x4= 3x4= 3x6= 1 2 3 4 5 6 7 8 9 10 e _ o _ m T � 16 15 14 13 12 11 3x6 = 3x8= 3x6= 3x8= 3x4= I 19-8-12 19-8-12 I Plate Offsets(X,Y)— (6:0-1-8,Edgel,(7:0-1-8,Edgel,(18:0-1-8,0-0-01 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/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=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. PRopen Co GIN4-2, 0/0 �C� 87022PE 29r- ONIp c OF WASP, i N N f3w. CJ ., -- OREGON ti'OWN j N '/ 0 MBER 11 a s On A. HER�P �Fc s6 ' A� ssj0NALE EXPIRES: 06/30/2019 September 18,2017 4 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 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 i 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 I D:D7?YEet67PxTKnalk8g6gGyt8XQ-g36VgFzuopbkmx247rxjuizN?QeDYhwm992_slycQXa 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 I I 1 2 3 3x4 = 4 5 6 e ao o q ® o 'N' ---. T m `r o b o 0 0 1 4W.. 10 9 8 1.5x3 I I 1.5x3 I I 3x6= 3 3x6= x4= I 10-5-4 I 10-5-4 Plate Offsets(X,Y)— 12:0-1-8,Edge1.13:0-1-8,Edge1,112:0-1-8,0-0-01 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.28 Vert(LL) -0.06 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.40 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. (lb)-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. ��EO PR O�Fss c• �NGINEFR /q2 4� 87022PE v� � e�� r N cv • • lir N '^ N y SAT OREGON ti� On A. Heck ��c s 9 w ss1ONALV 41 EXPIRES: 06/30/2019 September 18,2017 41 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-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 Job Truss Truss Type Qty Ply 3180 A/E BAINBRIDGE 2-CAR PL17-07_UPPER F13 FLOOR 4 1 R51740725 Job Reference(ootional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.640 s Aug 16 2017 MiTek Industries,Inc. Mon Sep 18 08:28:26 2017 Page 1 I D:D7?YEet67PxTKnalk8gogGyt8XQ-IFgH 1 a_WZ7jbN5dGhYSyRwWYdgzFH85vopnYPkycQXZ 0-1-8 H I 2-3-15 I I 1-2-0 I I 1-3-13 1 1 2-6-0 Scale=1:18.2 1.5x3 II 1.5x3 = 3x4 = 1.5x3 II 3x4 = 1.5x3 I I 1 2 3 3x4= 4 5 6 e e om T ti2 _ e 0 ° � 10 8 e f 1.5x3 I 9 1.5x3 3x6= 3 '' 3x6= 3x4= I 10-6-12 10-6-12 I Plate Offsets(X,Y)— f2:0-1-8,Edael,f3:0-1-8,Edctef,F12:0-1-8,0-0-01 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (Ioc) Udefl Lid 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 Incr 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. � 9% To PR ork-x, C�<0 �NGI NE€ >� 87022PE v� I._ ,n„,4 ©` ov wAsity G. ��"ois OREGON tis QOM � %-4 triN 11 , r ��S' ABEHE�CIP� . �'p 4,,49639 c{,'� • * {, • ISTEg sSI0NALE EXPIRES: 06/30/2019 September 18,2017 t i ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/1-7473 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 ANSITfPI1 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 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 ID:D7?YEet67PxTKnalk8g6gGyt8XQ-IFgH1 a_WZ7jbN5dGhYSyRwVVZVq?FHAPVOpnYPkycQXZ 0-1-8 H I 2-2-7 I I 1-2-0 I { 1-0-13 1 1 2-e-0 Scale=1:17.6 3x4 I I 3x5= 3x4= 1.5x3 II 3x4= 3x4 I I 2 3 3x4— 4 5 • • O 0\Ns__ T m m 121 o e a o a 10 9 8 1.5x3 II 1.5x3 3x6= 3x6= 3x10= 10-5-4 I 10-5-4 Plate Offsets(X,Y)-- [1:Edge,0-1-81.(2:0-1-8,Edgel,13:0-1-8,Edae1,[12:0-1-8,0-1-51 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.23 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/TPI2007 (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. �ED 11)::::9619,51/0*P OFFS �� NGIN�FR s/O2 �y,ONIO Q 87022PE v° s'4• , -7,,\�,a OREGON o �N ; ;r C/Q�MBER 1\ PCO .aa �Fc S R kI� `S A. HE0 .6.,sloistAt.v7 EXPIRES: 06/30/2019 September 18,2017 It A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1x 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 it7 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 13/4" Center plate on joint unless x,y I 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property offsets are indicated. Damage or Personal Injury r�� Dimensions are in ft-in-sixteenths. I.ik, 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 4 may require bracing,or alternative Tor I O bracing should be considered. 1�� () 3. Neverstackmaterials exceed the design loading shown braced and never AMNIEIE MiliMaill d U trusses. O LI II i 1 1 i ii d O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c7_e ce"7 -s H designer,erection supervisor,property owner and plates 0- 1/1/'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSUTPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from * CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for 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,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/� Trusses are designed specified.respects,equal to or better than that �i Indicated by symbol shown and/or g ed for wind loads in the plane of the pecified. 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. 1 Indicates location where bearings (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved 16.Do not cut or alter truss member or plate without prior =■ reaction section indicates joint approval of an engineer. - number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. MIN MIIIII 18.Use ofreen or treated lumber mayse environmental,health or performance sks.Consult ble � - with Industry Standards: project engineer before use. ANSI/TPII: National Design Specification for Metal Mil 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, f �� 20.Design assumes manufacture in accordance with [' Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate lk Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015 4