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Plans (400) Ms C 4US 000 MUM S, � Ls) lotrc �l RECENPD FEB 6 2018 MiTek® c, a, MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: PL17-417_MAIN_H Fax 916/676-1909 PLAN 2857A REDWOOD AMERICAN 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: R52258759 thru R52258765 My license renewal date for the state of Oregon is June 30,2019. eco v� GIE�9ss 87022PE yr cvy cc`Aj, OREGON ti� wH 'AC �M6ER 1 \p OS k HE?' EX' RE': 06/31 +19 November 10,2017 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. 4 MiTekg' MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: PL17-417 MAIN H Fax 916/676-1909 PLAN 2857A REDWOOD AMERICAN 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: R52258759 thru R52258765 My license renewal date for the state of Washington is January 2,2019. e ` TONIOp, OS OF WAS�r,; W rr 40 ��49639,,0,,✓ 4,, fi GisTER mss',, , �� November 10,2017 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. 10 i 4 Job Truss Truss Type Qty Ply PLAN 2857A REDWOOD AMERICAN R52258759 PL17-417_MAIN_H F01 Floor 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 9 11:57:29 2017 Page 1 I D:yMF1 htX3B2618XNJwhnfPxyKwny-IygO1 f1 rPJCnTwXMvPWK?X?af8goQajQFpiksWyKwNq 0-6-8 I I I 1-0-8 2-3-0 II—�D Scale=1:13.2 1.5x3 II 1.5x3 II 3x5= 1 2 3x8 = 3 4 - _ _ o 8 3x4 = 3x8= 7 6 5 1.5x3 I I I 0-6-8 I 6-5-88-12 0-6-8 5-11-0 �0.3-4 I Plate Offsets(X,Y)— 14:0-1-8,Edgel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ltd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.15 Vert(LL) -0.01 6 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.10 Vert(TL) -0.03 6-7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) -0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-P Weight:27 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=255/0-6-0,4=255/0-2-12 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-621/0,3-4=-621/0 BOT CHORD 6-7=0/374 WEBS 4-6=0/643,2-6=0/256,2-7=-434/0 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 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. ��cko P R oFFss r�5 oAGI NEER /� �� 87022PE 9c �yZONIp � Vii"d5 of WAU' Vii" ,.. C:., d 7y SAT OREGON cL� wN . N '"P�OS gBERE�4P ��O1;1 HIONALE�6 EXPIRES: 06/30/2019 November 10,2017 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 I. 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 f/ i Job Truss Truss Type Qty Ply PLAN 2857A REDWOOD AMERICAN A R52258760 ill PL17-417_MAIN_H F02 Floor 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 9 11:57:30 2017 Page 1 I D:yMF 1 htX3B2618XNJwhnfPxyKwny-m8EmF?2UAd Ke445YT61 ZYkYI1 Y_u9zIZUTSIOyyyKwNp 2-3-0 I 1-0-3 ll 1-6-12 I (-6-5I Scale=1:33.6 2x4 II 3x8 = 2x4 II 3x8 = 2x4 II 5x16 = 2x4 II 3x8= 2x4 II - 4x6 = 1 2 3 4 5 6 7 8 9 10 mg w.....m i_....... rz, 6 il 1 16 15 4 13 12 11 4x5 = 4x8= 4x10 = 3x4 II 4x12 = 4x10 = 2x4 II I 10-6-3 I 19-3-15 1 Q-10y 10-6-3 8-9-12 -6-8 Plate Offsets(X,Y)— F10:0-1-8,Edae1,F11:0-1-8,Edge1,117:Edge,0-1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.17 Vert(LL) -0.06 16 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.24 Vert(TL) -0.10 16-17 >999 360 BOLL 0.0 Rep Stress lncr YES WB 0.60 Horz(TL) 0.01 14 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:84 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 10=276/0-6-0,14=1044/0-6-0,17=369/0-2-12 Max Gray 10=326(LC 4),14=1044(LC 1),17=394(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1413/0,3-4=-1413/0,4-5=0/475,5-6=0/475,6-7=-250/595,7-8=-250/595, 8-9=-879/0,9-10=-879/0 BOT CHORD 16-17=0/1077,15-16=-77/983,14-15=-1426/0,13-14=-1378/0,12-13=-221/889 WEBS 6-14=-1027/0,2-17=1118/0,2-16=0/349,4-16=0/538,4-15=1240/0,6-15=0/1074, 10-12=0/911,8-12=-9/250,8-13=-845/0,6-13=0/1175 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)17. 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. ��,s0 PR OFFss f5 �NG,I Ne -,, X,„ 10NIO N, �� 87022PE 9f Cf°oFwAs y (c%-0), OREGON (f, 7 C�OSABEHE��P °�'�Fc s6 �. w� ss1ONALe EXPIRES: 06/30/2019 November 10,2017 I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10103/2016 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 ANSIRPII 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 11 1 K Job Truss Truss Type Qty Ply PLAN 2857A REDWOOD AMERICAN R52258761 PL17-417_MAIN_H F03 Floor 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 9 11:57:31 2017 Page 1 I D:yMF 1 htX3B2618XNJwhnfPxyKwny-FKoSS L36xwSViEgk1 pYo4y5uoyKyuQEii6BrxOyKwNo 0-6-8 i II 2-6-0 � 1-4-10 1 I 1-9-6 Scale=1:33.0 2x4 I I 3x8= 2x4 I I 4x10 = 3x10= 2x4 I I 3x8= 2x4 I I 4x7= 1 2 3 4 5 6 7 8 9 11.111— 111111111111111111P. ri I t■� I1� ji� / li Oai—Y: p 40. 15 14 13 12 11 2x4 II 4x12 = 4x12 = 4x6= 4x12 = 4x5= 6-81 9-11-2 10-9f1° 19-7-1 1 -8 9-4-10 0-1-8 9-6-6 Plate Offsets(X,Y)-- f1:0-1-8,Edgel,f9:0-1-8,Edge),f10:Edoe,0-1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.30 Vert(LL) -0.05 11 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.25 Vert(TL) -0.11 10-11 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.01 10 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:83 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 1=314/0-6-0,10=329/0-2-12,12=1021/0-6-0 Max Gras 1=350(LC 3),10=361(LC 4),12=1021(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1035/0,2-3=-1035/0,3-4=-186/485,4-5=-186/485,5-6=0/1304,6-7=-1149/0, 7-8=1149/0 BOT CHORD 13-14=-105/1008,12-13=-1304/0,11-12=412/326,10-11=0/1028 WEBS 5-12=-570/0,1-14=0/1066,3-13=-997/0,5-13=0/1146,8-10=-1060/0,6-11=0/980, 6-12=-1314/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. '<<- ,c1'�0 P R°Fess ,N �NGINEF�4 /� 87022PE -Ir�1' �y�ONIQ Ths- (' 4 WASlr',R . y �Aj OREGON ti� �H �%7 N �� Fi1.�8ER �� �� �e,1 49639 �� On A. HE��P �o�1t'�cts ' ss146 1ONALE EXPIRES: 06/30/2019 November 10,2017 t 1 MIN 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 ANSIITPt1 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 N Job Truss Truss Type Qty Ply PLAN 2857A REDWOOD AMERICAN a R52258762 PL17-417_MAIN_H F04 Floor 13 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 9 11:57:31 2017 Page 1 ID:yMF1 htX3B2618XNJwhnfPxyKwny-FKo8SL36xwSViEgk1 pYo4y5uHyKZuScii6BrxOyKwNo 0.6-8 I II 2-3-0 I I 1-3-12 1 1 1-11-8 1 Scale=1:30.6 2x4 I I 3x8 = 2x4 I I 4x8= 3x8 = 2x4 I I 3x8 = 2x4 I I 4 — 1 2 3 4 5 6 7 8 9 PI _`_� �___ �.'`vIlia°..1°1°1° _ __ to MEI. .1,. 1111111■4 • 15 14 13 2 11 2x4 II 4x10 = 4x10 = 4x6= 4x10= 4x5= p.6-81 9-1-4 I 18-2-4 I -6-8 8-6-12 9-1-0 Plate Offsets(X,Y)-- f1:0-1-8,Edgel.f9:0-1-8,Edge1,f10:Edae,0-1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.27 Vert(LL) -0.04 11 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.21 Vert(TL) -0.08 10-11 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.49 Horz(TL) 0.01 10 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:77 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 1=285/0-6-0,10=313/0-2-12,12=944/0-6-0 Max Gray 1=319(LC 3),10=341(LC 4),12=944(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-856/0,2-3=-856/0,3-4=-182/420,4-5=-182/420,5-6=0/1087,6-7=-1041/0, 7-8=-1041/0 BOT CHORD 13-14=-99/843,12-13=-1087/0,11-12=-281/424,10-11=0/890 WEBS 5-12=-538/0,1-14=0/887,3-13=-820/0,5-13=0/972,8-10=-924/0,6-11=0/745, 6-12=-1264/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. •<<-°°°) P R DF Fs �c'\G' �G'NEE6>, R cc" 87022 PE �� zoNro Ns o co cd' ofwAs T(% , '/,1, r,. i (% OREGON o 5N ' . Ar4 tv 7"PCIOTIMBER '�\ �•.\ , S A- HE��P C, 4,„49639.3.0c . SSIONALE EXPIRES: 06/30/2019 November 10,2017 ti A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. 1111-i 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 Mile 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 o r Job Truss Truss Type Qty Ply PLAN 2857A REDWOOD AMERICAN R52258763 PL17-417_MAIN_H F05 Floor 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 9 11:57:32 2017 Page 1 I D:yMF 1 htX3B2618XNJwhnfPxyKwny-j WM Wgh3kiEaMKOFxbX31 d9d4kMgNdtlsxmxOTryKwNn 0-3-4 H I 2-6-0 I I 1-6-2 1 1 0-11-9 Scale=1:27.4 1.5x3 II 3x8= 1.5x3 II 5x16 = 1.5x3 II 3x8= 1.5x3 II 3x8= 1 2 3 4 5 6 7 8 s e o o ® _A. e ii — 1 me a 0 ' ii e e 14 13 12 < 10 9, 1.5x3 II 3x12 = 4x12 = 3x4 II 4x10 = 3x5= 01-3-4 9-7-14 9-916 16-1-7 I 0-3 9-4-10 0-'1-8 6-4-1 Plate Offsets(X,Y)— 11:0-1-8,Edael LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.23 Vert(LL) -0.05 12-13 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.24 Vert(TL) -0.10 12-13 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) -0.01 9 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:69 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 R coos,R OF� REACTIONS. (Ib/size) 1=344/0-2-12,11=870/0-6-0,9=169/Mechanical r s Max Uplift 9=-13(LC 3) \�� �t.1G�N -,9 `r/p Max Gray 1=357(LC 3),11=870(LC 1),9=227(LC 4) ,,,:..7 2'9 87022PE r" FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=1063/0,2-3=-1063/0,3-4=-271/109,4-5=-271/109,5-6=-91/540,6-7=-91/540 BOT CHORD 12-13=0/1065,11-12=-971/0,10-11=1012/0,9-10=-176/508 WEBS 5-11=-870/0,1-13=0/1095,3-12=-871/0,5-12=0/1168,7-9=-524/182,7-10=-666/0, U) N 5-10=0/734 S COAis OREGON cP �� NOTES- Is, Cb AMBER �N �� 1)Unbalanced floor live loads have been considered for this design. `p. 2)Refer to girder(s)for truss to truss connections. sA. E�\ 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)1. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. EXPIRES:06/30/2019 Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7)CAUTION,Do not erect truss backwards. • 010NIO /09 o WASH ItC. N i �/� ,��49639 k,� • fi GISTB ssIONAL- November 10,2017 I I A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,note a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 N 1 Job Truss Truss Type Qty Ply PLAN 2857A REDWOOD AMERICAN ^ R52258764 PL17-417_MAIN_H F06 Floor 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 9 11:57:32 2017 Page 1 I D:yMF 1 htX3B2618XNJwhnfPxyKwny-j WM Wgh3ki EaMKOFxbX31 d9d3YMgBdtTsxmxOTryKwNn 0-3-8 H I 2-6-0 I1-4-10 1-9-6 Scale=1:32.5 2x4 II 3x8 = 2x4 II 4x10 = 3x10 = 2x4 II 3x8= 2x4 II 4x7= 1 2 3 4 5 6 7 8 9 i_�� �i i rdl� � � 1 �INIIIIIIIN _ _� li � -� = � � G . timisw .t . �Y Y 15 14 13 11 2x4 II 4x12 = 4x12 = 4x6 = 4x12 = 4x5= 013-8 9-8-2 9-9 0 19-4-1 I 013- 9-4-10 0--8 9-6-6 Plate Offsets(X,Y)— 11:0-1-8,Edge1,19:0-1-8,Edoel,110:Edge,0-1-81 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 11 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.25 Vert(TL) -0.11 10-11 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.01 10 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:82 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(fiat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 1=314/0-3-0,10=329/0-2-12,12=1021/0-6-0 Max Gray 1=350(LC 3),10=361(LC 4),12=1021(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1035/0,2-3=-1035/0,3-4=-187/485,4-5=-187/485,5-6=0/1304,6-7=-1149/0, 7-8=1149/0 BOT CHORD 13-14=-105/1008,12-13=-1304/0,11-12=-413/326,10-11=0/1028 WEBS 5-12=-570/0,1-14=0/1066,3-13=-997/0,5-13=0/1146,8-10=1060/0,6-11=0/980, 6-12=-1314/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. eco GI NE . `SAO c_ � 87022PE 9r, � ,I G , ")1 IP- 9 'o) OREGON tid w v O 9�,o$qB ER AN nip ��c 56 �a H ssjONALc;t46 EXPIRES: 06/30/2019 November 10,2017 II I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIl-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 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 s A Job Truss Truss Type Qty Ply PLAN 2857A REDWOOD AMERICAN II PLI7-417_MAIN_H F07 Floor 13 1 852258765 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 9 11:57:33 2017 Page 1 I D:yMF 1 htX3B2618XNJwhnfPxyKwny-Bjwvt04MTYiDxYg78EaGANAG810KML3?AQgy?HyKwNm ' 1-5-4 I 2-3-0 0-6-8 Scale=1:17.5 1.5x3 II 3x8= 1.5x3 II 3x8 = 1 3x6 2 3 4 5 ru Y _ —o s _ o o — o 9/\ 8 7 6 3x10= 3x12 = 1.5x3 I I 1.5x3 II I 8-8-4 19-2-12 I 8-8-4 0-6-8 Plate Offsets(X,Y)— f5:0-1-8,Edcie) LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (Ioc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 Vert(LL) -0.04 7-8 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.25 Vert(TL) -0.09 7-8 >999 360 BOLL 0.0 Rep Stress Incr YES WB 0.56 Horz(TL) -0.00 5 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:39 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=376/0-2-12,5=376/0-6-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-375/0,1-2=-800/0,2-3=-800/0,3-4=-1064/0,4-5=-1064/0 BOT CHORD 7-8=0/1253 WEBS 5-7=0/1103,3-8=-471/0,1-8=0/865 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)CAUTION,Do not erect truss backwards. 44/`t 87022PE v>' z ro , oo C. w - il, Q y Aj, OREGON (15;�4 ti On BER • A. HE-?` �9k �4 s6 w- SSIoNAL�14� EXPIRES: 06/30/2019 November 10,2017 t I 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,notregi a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Symbols Y Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION " Centerplate on joint unless x, 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 13/4 Y I I (Drawings not to scale) Damage or Personal Injury offsets are indicated. 9 MirDimensions are in ft-in-sixteenths. Ilinh„ Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. �� 4 2. Truss bracing must be designed by an engineer.For U' 16 wide truss spacing,individual lateral braces themselves may require bracing,or altemative Tor I Mill" Inffp bracing should be considered. I-Ay 3. Never exceed the design loading shown and never a �� O stack materials on inadequately braced trusses. OF o 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate - O6-7 c5-6 F- designer,erection supervisor,property owner and plates 0- 'hv 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. software or upon request. 8. Unless shall not eherwise exceed 19%o at time of fabed,moisture rication. on.ntent of lumber PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE 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 all respects,equal to or better than that ,j'A Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs relyon lumber values 14.Bottom chords require lateral ,bracing at h rfespacing, 9 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(11)All Rights Reserved approval of an engineer. 41=0 reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. 111111 ME .. 18.Use of green or treated lumber may pose unacceptable --4 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. DSBCSI: Design Standardfor Bracing. iTek 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 lot MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: PL17-417_UPPER Fax 916/676-1909 2857A REDWOOD AMERICAN 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: R52303123 thru R52303134 My license renewal date for the state of Oregon is June 30,2019. PR eco�AG E��"VS o 2 87022PE 9< w cc‘Aj, OREGON cL5 41 1C' AMBER 11 a4 Os A. HER�P E 11• November 15,2017 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. ler MiTek9 MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: PL17-417 UPPER Fax 916/676-1909 2857A REDWOOD AMERICAN 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: R52303123 thru R52303134 My license renewal date for the state of Washington is January 2,2019. ONI0 /14. 04° oV WAS/4V AT t, -6 ,c) N ll • „Tr 1$,„ 49639,0 49639 <y'7 1G+ GISTER ass ' Iva November 15,2017 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 ANSIJTPI-1, Chapter 2. Job Truss Truss Type Qty Ply 2857A REDWOOD AMERICAN R52303123 - PL17-417_UPPER F01 FLOOR 20 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 15:57:51 2017 Page 1 ID:yMF 1 htX3B2618XNJwhnfPxyKwny-K5_OyxJNNZMOerLJO8NGgPSr4ZhHrEzggG4QVDyJDOU 0-1-8 H I 2-0-0 10-11-0 1 1 1-2-0 11 1-6-8 1 Scale=1:34.2 4x8 = 3x5= 3x5= 3x6 FP= 4x4 = 4x4 = 4x8= 1 2 3 4 5 6 7 8 9 10 11 12 13 il .-.m MIPF - '-/I 7- m i1 a 21 20 19 18 17 16 15 4x6 = 4x10= 3x10 MT2OHS FP= 4x6= 4x6= 4x10 = 4x6 = 14-10-0 I 13-8-0 I14-3-� I 20-9-0 13-8-0 b-7-0 0-7-0 5-11-0 Plate Offsets(X,Y)— 19:0-1-8,Edae1,110:0-1-8,Edgel,113:0-1-8,Edgel,114:Edae,0-1-81,116:0-1-8,0-0-01,117:0-1-8,Edgel,123:0-1-8.0-1-01 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL) -0.26 18-19 >950 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(TL) -0.42 18-19 >593 360 MT2OHS 165/146 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.07 14 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:98 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 22=750/0-5-8,14=754/0-2-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2100/0,3-4=-2100/0,4-5=-3103/0,5-6=-3103/0,6-8=-3097/0,8-9=-3097/0,9-10=-2730/0,10-11=-2047/0, 11-12=-2047/0 BOT CHORD 21-22=0/1202,19-21=0/2720,18-19=0/3211,17-18=0/2730,16-17=0/2730,15-16=0/2730,14-15=0/1171 WEBS 9-17=-276/0,2-22=-1379/0,2-21=0/1042,4-21=-718/0,4-19=0/444,8-18=-251/0,9-18=0/667,12-14=-1357/0, 12-15=0/1016,10-15=-886/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)14. 5)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. 6)CAUTION,Do not erect truss backwards. _44 2-9 . 10N,...„IO 87022PE _ e$ vvas Irt , . +nom 7, N °' V'_. N y -$, OREGON W ° MQER � p. 49639 4, s'IONALE EXPIRES: 06/30/2019 November 15,2017 1 i 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not111 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/TPN 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 2857A REDWOOD AMERICAN R52303124 PL17-417_UPPER F02 FLOOR GIRDER 1 1 - Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 15:57:52 2017 Page 1 ID:yMF 1 htX3B2618XNJwhnfPxyKwny-olYm9HJ?8tUtG?wVaruVDc?10z2laiUz3wp_2fyJDOT 0-1-8 H { 2-0-0 I 10-9-8 1 i 1-2-0 11 1-2-4 1 Scale=1:34.1 3x4 II 2x4 II 3x5= 4x8= 2x4 H 3x5 = 2x4 II 3x5= 3x6 FP= 4x4= 4x4= 2x4 II 4x8 = 3x4 II 1 2 3 4 5 6 7 8 9 10 11 12 13 ' q N'441414444% `\\ a `,. mm ti a`\ o tea\ ®e ii III 'T ►Z 21 20 19 18 17 16 15 14 4x10 = 4x10 =3x10 MT2OHS FP = 4x6= 4x7 = 2x4 II 2x4 II 4x10= 4x6 = 14-10-0 I 13-8-04-3-01 1 20-6-4 13-8-0 b-7- 0 0-7-0 5-8-4 Plate Offsets(X,Y)-- [1:Edge,0-1-81,19:0-1-8,Edae1,110:0-1-8,Edgel,f14:Edge,0-1-81,(16:0-1-8,0-0-01,117:0-1-8,Eddel,f22:Edae,0-1-81,123:0-1-8,0-1-81 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.24 18-19 >995 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(TL) -0.39 18-19 >620 360 MT2OHS 165/146 BCLL 0.0 Rep Stress!nor YES WB 0.51 Horz(TL) 0.06 14 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:100 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 Kira p OF- REACTIONS. (lb/size) 22=737/0-5-8,14=741/Mechanical Co- GINE S' Max Horz 22=-9(LC 5) �� ��MaxF'Y 0� Uplift 22=-33(LC 6),14=-32(LC 7) Max Gray 22=738(LC 3),14=742(LC 2) 87022PE pr FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-319/318,2-3=-2078/0,3-4=-2078/0,4-5=-3020/0,5-6=-3020/0,6-8=2953/0, 8-9=-2953/0,9-10=-2597/0,10-11=-2025/0,11-12=-2025/0,12-13=-319/319 N BOT CHORD 21-22=-67/1214,19-21=0/2668,18-19=0/3099,17-18=0/2597,16-17=0/2597, `�A OREGON 4 �N 15-16=0/2597,14-15=-26/1197 J` `Q WEBS 9-17=-358/109,10-16=-93/297,2-22=-1406/106,2-21=-140/1095,4-21=-826/234, 'P %4SER `'\` 4-19=-266/605,6-19=-372/350,6-18=-448/318,8-18=-276/46,9-18=-292/868, �s P 12-14=-1383/103,12-15=-128/1060,10-15=-980/265 A. �-{E� NOTES- 1)Unbalanced floor live loads have been considered for this design. EXPIRES: 06/30/2019 2)All plates are MT20 plates unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)22,14. 5)This truss has been designed for a total drag load of 150 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 20-6-4 for 150.0 plf. ONIO 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. ,'t Strongbacks to be attached to walls at their outer ends or restrained by other means. O� 0t WAS 7)CAUTION,Do not erect truss backwards. �' v ,9, rrcr . "d4, 4,F 49639 wa ,rtGISTEg ss1ONAL November 15,2017 I I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,note a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 2857A REDWOOD AMERICAN R52303125 - PL17-417_UPPER F03 FLOOR 11 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 15:57:53 2017 Page 1 ID:yMF1 htX3B2618XNJwhnfPxyKwny-GU68NdKdvBckt8Vi7ZQkIgX8iNPpJC671a2Xa5yJDOS I 1-1-8 I I 1-2-0 I I 2-5-4 I 2-8-0 0-11/8 Scale=1:21.9 1.5x3 II 1.5x3 II 4x4= 1.5x3 I I 3x4 = 1.5x3 I I 3x6 = 1.5x3 = 1 2 3 4 5 6 7 :// ee —e0..00000000101111.1.1.111.- 13of e s e 12 11 10 9 4x5 = 1.5x3 II 3x4= 3x8 = 3x6= I 12-1112 I 12-11-12 Plate Offsets(X,Y)— f2:0-1-8,Edgel,f10:0-1-8,Edae1,f12:Edae,0-1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.64 Vert(LL) -0.19 9-10 >809 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.70 Vert(TL) -0.32 9-10 >482 360 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:60 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=557/0-5-8,12=562/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=802/0,3-4=-802/0,45=-1488/0,5-6=-1488/0 BOT CHORD 11-12=0/802,10-11=0/802,9-10=0/1450,8-9=0/1009 WEBS 2-11=0/317,2-12=-1116/0,6-8=-1107/0,6-9=0/529,4-10=-732/0 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. 4)CAUTION,Do not erect truss backwards. eco \AG'`NEq `SAO �w4 */**___-Y:.... ZONIO 87022PE �0�o4w' ` �,,�� A-- (r) - ,- d� • (C\ Vs.is OREGON O �N N OSA. HecA1/4162,��cs R S , w • SIONALS G EXPIRES: 06/30/2019 November 15,2017 f 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 - �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 IVIiTek" 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 2857A REDWOOD AMERICAN ' R52303126 PL17-417_UPPER F04 FLOOR 13 1 - Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 15:57:54 2017 Page 1 I D:yMF t htX3B2618XNJwhnfPxyKwny-kgfWazLFgUkbVl4uhGxzI14MQnk82brGWD156YyJDOR 0-1-8 H I 2-0-0 I 10-11-0 II 1-2-0 II 1-3-12 1 Scale=1:33.8 4x8= 3x5 = 3x5= 3x6 FP= 4x4 = 4x4= 4x8 = 1 2 3 4 5 6 7 8 9 10 11 12 13 --' e e x2 21 20 19 18 17 16 15 14 4x6 = 4x10 = 3x10 MT2OHS FP = 4x6= 4x6 = 4x10 = 4x6 = 14-10-0 I 13-8-0 114-3-01 1 20-6-4 13-8-0 0-7-0 0-7-0 5-8-4 Plate Offsets(X,Y)— [9:0-1-8,Edael,f10:0-1-8,Edgel,f13:0-1-8,Edoel,f14:Edoe,0-1-81,[16:0-1-8,0-0-01.f17:0-1-8,Edoel,f23:0-1-8,0-1-01 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 0.45 Vert(LL) -0.25 18-19 >979 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(TL) -0.40 18-19 >610 360 MT2OHS 165/146 BCLL 0.0 Rep Stress Ina YES WB 0.52 Horz(TL) 0.06 14 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:97 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 22=741/0-5-8,14=746/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2071/0,3-4=-2071/0,4-5=-3045/0,5-6=-3045/0,6-8=-3011/0,8-9=-3011/0,9-10=-2636/0,10-11=-2017/0, 11-12=-2017/0 BOT CHORD 21-22=0/1187,19-21=0/2677,18-19=0/3139,17-18=0/2636,16-17=0/2636,15-16=0/2636,14-15=0/1157 WEBS 9-17=-278/0,2-22=-1362/0,2-21=0/1025,4-21=-702/0,4-19=0/427,8-18=-250/0,9-18=0/671,12-14=-1341/0, 12-15=0/997,10-15=855/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Refer to girder(s)for truss to truss connections. 5)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. 6)CAUTION,Do not erect truss backwards. •\�� p P R OFF' k7� NGINEFR s/�y 87022PE �yzorrro ©$ p4 AS.44,44. /410.i. 0.i ° d N cV l �' 1 tri 7 �"0?, OREGON ti�O1C//7, N Nair 7 N b AMBER \\ . ',/. On A. HE-# ��c s6 , �c�4,, Ss1ONALE � EXPIRES: 06/30/2019 November 15,2017 t I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not Mil. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply 2857A REDWOOD AMERICAN R52303127 - PL17-417_UPPER F05 FLOOR GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 15:57:54 2017 Page 1 I D:yMF 1 htX3B2618XNJwhnfPxyKwny-kgf WazLFgUkbVl4uhGx¢I14KWnIE2fMG WDI56YyJDOR I 1-0-0I I 1-2-0 I I 2-3-12 I 2-6-0 1 048 Scale=1:21.4 3x4 I I 3x4 I I 4x4= 1.5x3 II 3x4 = 1.5x3 II 3x6 = 3x5 =- 1 1 2 3 4 5 6 7 m e m m m e m a V v e c 12q / m e e 12 11 10 g 4x6 = 1.5x3 II 3x4 = 3x8= 3x10 = I 1-4-8 11-11-8 1 2-6-8 1 12-11-12 1-4-8 0-7-0 0-7-0 10-5-4 Plate Offsets(X,Y)— (1:Edge,0-1-81,f2:0-1-8,Edgel,00:0-1-8,Edge1,(13:0-1-8,0-1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.64 Vert(LL) -0.20 9-10 >776 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.69 Vert(TL) -0.32 9-10 >480 360 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:63 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0• e. Kira• I�--• 6-0-0 oc bracing:11-12. I' REACTIONS. (lb/size) 12=557/Mechanical,8=552/0-5-8 Max Horz 12=-9(LC 7) �?\—J G1NE R Max Uplift 12=-69(LC 6),8=-70(LC 7) 2 Max Gray 12=591(LC 3),8=587(LC 2) 87022 P E 9c FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-771/0,3-4=-956/276,4-5=-1492/37,5-6=-1495/80,6-7=-395/393 BOT CHORD 11-12=-130/846,10-11=0/771,9-10=-104/1432,8-9=-201/1120 9 (f) N WEBS 2-11=69/363,2-12=-1216/197,6-8=-1230/228,6-9=-294/736,4-9=-389/465, 7 '- v•-. N 410=-951/352 y "$, OREGON cP <V NOTES- �C AMBER ''‘'\` �O 1)Unbalanced floor live loads have been considered for this design. OS , HEck P 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)12,8. 4)This truss has been designed for a total drag load of 150 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 12-11-12 for 150.0 plf. EXP)RES: 06/30/2019 5)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. 6)CAUTION,Do not erect truss backwards. Q otO IO N. e, , � C 111111W- 1.. °0 4, 49639,0 k,'k, %is GISTER s4IONALVG November 15,2017 a I 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 Mire k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 i. Job Truss Truss Type Qty Ply 2857A REDWOOD AMERICAN ' R52303128 PL17-417_UPPER F06 FLOOR 4 1 - Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 15:57:55 2017 Page 1 ID:yMF1 htX3B26I8XNJwhnfPxyKwny-DsDunlMtRosS7Sf4FzSCrFdVSA5Mn6VQIt2efyJDOQ I 1-4-4 I I 1-2-0 i i 2-5-4 I 2-6-0 I 018 Scale=1:22.3 1.5x3 11 1.5x3 I I 4x4= 1.5x3 I I 3x4= 1.5x3 I I 3x6 = 1.5x3 = 1 2 3 4 5 6 7 e e® 9 —/_ ..... 0 13 e e 1 11 10 9 4x5 = 1.5x3 II 3x4= 3x8 = 3x6 I 13-2-8 I 13-2-8 Plate Offsets(X,Y)— 12:0-1-8,Edge1,F10:0-1-8,Edge),112:Edge,0-1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL) -0.20 9-10 >793 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.70 Vert(TL) -0.33 9-10 >475 360 BCLL 0.0 Rep Stress lncr YES WB 0.30 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:61 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=568/0-5-8,12=573/0-2-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=886/0,3-4=-886/0,4-5=-1532/0,5-6=-1532/0 BOT CHORD 11-12=0/886,10-11=0/886,9-10=0/1515,8-9=0/1031 WEBS 2-11=0/289,2-12=-1143/0,6-8=1131/0,6-9=0/553,4-10=-716/0 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)12. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. ���,E() PROF.Fss �„ , bGINEl E X02 87022PE 9r Oc°of NIO44. y �A>, OREGON ti4 tN - 90 �M8ER \� �4 `41 r OS A. Hevs Safi �4brs , �c- EXPIRES: 06/30/2019 November 15,2017 1I SIM AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 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 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 2857A REDWOOD AMERICAN R52303129 - PL17-417_UPPER F07 FLOOR 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 15:57:55 2017 Page 1 ID:yMF 1 htX3B2618XNJwhnfPxyKwny-DsDun I MtRosS7Sf4FzSCrFdctAEFnAFQIt2ef_rJDOQ 0-1-8 H I 2-3-12 I 2-6-0 I Scale=1:10.8 1 1.5x3 II 2 3x4 = 3 1.5x3 I II 11111P11111 9 6 �M v II II - . 5=/ 4 3x6 = 3x4 = I 5-2-4 I 5-2-4 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in floc) 1/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.15 Vert(LL) 0.00 5 **** 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.13 Vert(TL) -0.08 4-5 >756 360 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-P Weight:25 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 5-2-4 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=179/0-5-8,4=183/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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\ PR 6FFss c. �NGI NEER /\ �w 87022PE v� zoNrQ , OF w � \ATFOREGON cy4 Opti i-6,14/ N �' BER .o 416r390 . 4i SIONAL V EXPIRES: 06/30/2019 November 15,2017 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. 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 ANSII P11 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 2857A REDWOOD AMERICAN ' R52303130 PL17-417_UPPER F08 FLOOR 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 15:57:56 2017 Page 1 ID:yMF1 htX3B2618XNJwhnfPxyKwny-h3nH?eNVC6_JkcEHphzRNS9mxaYKWa5Z_XnBBQyJDOP 1-6-0 I 1-8-15 II 1-2-0 ii 1-11-0 2-6-0 10-9-4 I I 2-3-0 0148 Scale=1:25.5 1.5x3 I I 1.5x3 II 3x4 = 1.5x3 II 1.5x3 II 3x4 = 1.5x3 II 3x4= 1.5x3 = 1 2 3 4 5 63 — 7 8 9 o — 1110171._ o _ 11 I 16 q %1411.41111111411411141111111111414141111111.111r \ t, —,:," 411111INIP.-- . . e e e 15 14 13 11 3x4 = 3x4= 3x4= 3x6= 3x6 = 3x6= I 9-3-15 9-y13 15-1-3 I 9-3-15 0-1-4 5-8-0 Plate Offsets(X,Y)— f13:0-1-8,Edael,f14:0-1-8,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 12-13 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.14 Vert(TL) -0.04 12-13 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.01 12 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:72 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 10=150/0-5-8,12=806/0-5-8,15=351/Mechanical Max Uplift 10=16(LC 3) Max Gray 10=210(LC 7),12=806(LC 1),15=357(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-601/0,3-4=-601/0,4-5=-601/0,5-6=0/454,6-7=-66/263,7-8=-66/263 BOT CHORD 14-15=0/385,13-14=0/601,12-13=0/381,11-12=454/0 WEBS 6-12=-453/0,2-15=-487/0,2-14=0/260,5-12=-809/0,5-13=0/274,8-10=-270/99, 8-11=-366/0,6-11=0/368 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 capable of withstanding 100 lb uplift at joint(s)10. 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 R OFF c:<(-(1`' -0:0 ,..1.- 04 0 C� 2 t � 1orro " 87022PE r - e oovwAs �Jw a ....41--,. .� d -41110r gl y �Aj, OREGON ti4 QV / C��s( .)c\ B E HE��4, ,��c s6 '' SSIONALS EXPIRES:06/30/2019 November 15,2017 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 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 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 2857A REDWOOD AMERICAN R52303131 - PL17-417_UPPER F09 FLOOR 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 15:57:56 2017 Page 1 ID:yMF1 htX3B2618XNJwhnfPxyKwny-h3nH?eNVC6_JkcEHphzRNS9mVaVFWYEZ_XnBBQyJDOP 2-3-0 I I 1-0-8 I I 1-2-0 I I 1-0-8 I Scale=1:25.9 1.5x3 I I 3x8= 1.5x3 I I 3x4= 1.5x3 I I 3x4 = 1.5x3 I I 3x6= 1.5x3 I I 1 2 3 4 5 6 7 8 9 • • • _ _.40.0••••••••••••00000„._.....1004444404444044044... _ _..00 _1\., o • y \ ,••••••••••••••••„— — •.. o o ��J}° 15 14 13 12 11 }� 3x5 = 3x8= 3x4 = 1.5x3 II 3x8= 3x5 = I 15-3-0 15-3-0 Plate Offsets(X,Y)— 16:0-1-8,Edgel,F13:0-1-8,Edgel LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.22 Vert(LL) -0.09 13-14 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.33 Vert(TL) -0.15 13-14 >999 360 BOLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.03 10 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:71 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 15=555/Mechanical,10=555/0-2-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1504/0,3-4=-1504/0,4-5=-1687/0,5-6=-1687/0,6-7=-1486/0,7-8=-1486/0 BOT CHORD 14-15=0/918,13-14=0/1730,12-13=0/1687,11-12=0/1687,10-11=0/919 WEBS 2-15=-1036/0,2-14=0/661,4-14=-255/0,8-10=-1037/0,8-11=0/640,6-11=-401/0 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)10. 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. �` o PR°FFss c.5 ��G I NEER /� 87022PE �r �cf ov W IO 0 ', . ,d 2� Nth ,.v •/V � r ,1 N 7P- OREGON (-15 QAC/ 11 /4 7 C,rS gBEHE?‘ �,�' ., 44,S6T39,0 Ak 'vsSI0NALENAG EXPIRES: 06/30/2019 November 15,2017 t I 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,notMi 'p a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 r Job Truss Truss Type Qty Ply 2857A REDWOOD AMERICAN r R52303132 PL17-417_UPPER F10 FLOOR GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 15:57:57 2017 Page 1 I D:yMF 1 htX3B2618XNJwhnfPxyKwny-9FLfC_N8zP6AMmpTMOUgwgixw_u3F?YCBXIjsyJDOO 1 1-4-15 I I 1-5-8 II 1-2-0 II 2-0-4 2-6-0 I I 2-8-0 I 0Ti 18 Scale=1:25.0 NO PARTITION WALLS MAY BE LOCATED ON PANELS GREATER THAN 30" 3x4 II 3x4 II 3x6 = 3x4 = 1.5x3 II 3x4 = 3x4 II 3x4 = 3x5 = 1 2 16 3 4 5 6 7 8 ® e e® 0 4 • 441410.4440440046.._ o /ff t . o® 157 14 12 11 3x6 = 3x6= 1.5x3 II 3x4= 3x8 = 3x10 = 1 1-7-15 I 9-5-3 I 15-1-3 I 1-7-15 7-9-4 5-8-0 Plate Offsets(X,Y)— 11:Edge,0-1-81,r3:0-1-8,Edoe1,111:0-1-8,Edael.F15:0-1-8.0-1-81 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 0.25 Vert(LL) -0.04 10-11 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.17 Vert(TL) -0.07 9-10 >888 360 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.00 10 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:75 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 k - -c_al r R, REACTIONS. All bearings 0-5-8 except(jt=length)14=Mechanical. \Co- AGI N4- S/O (Ib)- Max Horz 14=9(LC 4) ,i V R , Max Uplift All uplift 100 lb or less at joint(s)except 14=-416(LC 6),13=-308(LC 7),9=-217(LC 7) Gr✓ 4.-___ Max Gray All reactions 250 lb or less at joint(s)except 14=472(LC 5),13=532(LC 22),9=332(LC 14),10=776(LC87022 PE c- 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-360/323,3-4=-482/203,4-5=-454/166,5-6=-184/569,6-7=-603/883,7-8=-395/393 y CPNNBOT CHORD 13-14=-557/594,12-13=-459/674,11-12=212/489,10-11=-416/511,9-10=-457/497 y A� OREGON c�O4/ WEBS 2-13=-475/459,2-14=-753/707,3-13=-465/157,5-10=-712/79,5-11=-156/285, 7-9=-609/592,7-10=-893/517 CQ 'MB E R I' Osi P`P NOTES- A. HE 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 capable of withstanding 416 lb uplift at joint 14,308 lb uplift at EXPIRES: 06/30/2019 joint 13 and 217 lb uplift at joint 9. 4)This truss has been designed for a total drag load of 150 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 15-1-3 for 150.0 plf. 5)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. 6)CAUTION,Do not erect truss backwards. 0 0N10 :` N \1 . 49639 ;,��V,'� %4cGISTER �` November 15,2017 t •0110001 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. g Design valid for use only with MiTekSt 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 2857A REDWOOD AMERICAN R52303133 ii PL17-417_UPPER F11 FLOOR 9 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 15:57:58 2017 Page 1 I D:yMF 1 htX3B2618XNJwhnfPxyKwny-dRv1 QKOmkjEO_w0fw6?vStF7 ROEw_VmsRrGI FJyJDON I 1-4-4 1 I 1-2-0 I I 1-4-12 1-9-0 Scale=1:11.5 3x4= 1 1.5x3 II 2 3 1.5x3 I 4 3x4 = 51.5x3 J e o ai ; 9 81.5x3 II 3x4= 7 6 3x4= 3x4 = I 6-2-0 6-2-0 Plate Offsets(X,Y)— f2:0-1-8,Edge1,f7:0-1-8,Edgel LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.13 Vert(LL) -0.02 6-7 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.13 Vert(TL) -0.03 6-7 >999 360 BCLL 0.0 Rep Stress Ina- YES WB 0.08 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:30 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=222/0-2-12,6=222/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=252/0,3-4=-252/0 BOT CHORD 8-9=0/252,7-8=0/252 WEBS 2-9=-326/0,4-6=-292/0 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)9. 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 RP R DFFS c.5 ��yG,l NEER `S/:,- -v___ 87022PE 414 9r e.a ofw 5.y��Aj OREGON ti� N� F % � N "P 4.,/ BER1\ �O ,a / SA. HEY` c �wa��� 9639 SIONALE EXPIRES: 06/30/2019 November 15,2017 I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 �y 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 Pe Job Truss Truss Type Qty Ply 2857A REDWOOD AMERICAN • R52303134 PL17-417_UPPER F12 FLOOR 5 1 t Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Nov 14 15:57:58 2017 Page 1 ID:yMF1 htX382618XNJwhnfPxyKwny-dRv1 QKOmkjEO_wOfw6?vStF2e081_T8sRrGIFJyJDON 1-4-4 I I 1-2-0 I I 2-3-4 2-6-0 I Scale=1:21.9 1.5x3 I I 3x4= 1.5x3 I I 3x4= 1.5x3 I I 3x5= 1.5x3 I I 1 2 3 4 5 6 7 i Oo o 0 'T it e e —I 0 -1' 11 10 9 8 3x4= 1.5x3 II 3x4= 3x6= 3x4= I 12-11-0 I 12-11-0 Plate Offsets(X,Y)— f2:0-1-8,Edoel,110:0-1-8,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 0.50 Vert(LL) -0.15 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.55 Vert(TL) -0.25 9-10 >605 360 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012JTPI2007 Matrix-R Weight:59 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12=469/0-2-12,8=469/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-718/0,3-4=-718/0,4-5=-1236/0,5-6=-1236/0 BOT CHORD 11-12=0/718,10-11=0/718,9-10=0/1211,8-9=0/827 WEBS 2-12=-927/0,6-8=-915/0,6-9=0/452,4-10=-569/0 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)12. 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 P R OpFss �co �NG,I NE�c'V /o2 �� 87022PE 9� e�" °ON% A° , G iy. 'I ir g Nfi 1, N ,, 4 N y Aj OREGON (15) <v % '• On MBER P 49639 k,� • S A. HE. °, �4bIs � l • ssIONAL EXPIRES: 06/30/2019 November 15,2017 t _ ' A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11.7473 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 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 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 UMW Dimensions are in ft-in-sixteenths. 11� 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��1G 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 411. 7E. U bracing should be considered. 2 116\1110,Allke 1Ai�� U O 3. Never exceed the design loading shown and never 2 a U stack materials on inadequately braced trusses. p4. Provide copies of this truss design to the building For 4 x 2 orientation,locate a csa cs. 1-- designer,erection supervisor,property owner and plates 0- 1/1€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 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. 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,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 �! 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. II 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 gineer. approval of an en tom■ reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. MN 11111 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. MI ANSI/TP11: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, Ill iTe k9 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate i Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015