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Plans (36) RECEIVED1 1111 NOV 21 2017 Moc.1 6 - lvi iTe k® CITY OF T IGAF D BUILDING DIVISION 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. '\(��D PROFESS 74GlNEF9 /(-•* 87022PE N cv . %,> OREGON cls <v 'A 1118 11�Q�4 A. HE# EX' RES:06/31 119 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. 111111 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. 0,vONIO Cittze tri,Of WASE,,, 1.3 0�, to , 49639w� YAC, 4GISTEW , 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. A. I 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:yMF 1 htX3B2618XNJwhnfPxyKwny-IygO1 f1 rPJCnTwXMvP WK?X?af8goQajQFpi kswyKwNq 0-6-8 1 I I 1-0-8 I 2-3-0I I0-3-4 Scale=1:13.2 1.5x3 II 1.5x3 H 3x5= 1 2 1'8 = 3 4 v r,!..o 0 3x4 = 3x8= 7 6 5 1.5x3 II 1 0-6-8 6-5-8 ¢-8-12{ 0-6-8 5-11-0 0-3-4 Plate Offsets(X,Y)-- 14:0-1-8,Edgel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.15 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/TPI2007 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. (Ib)-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. It" 87022PE olomo 1,4 _,...-. •i , d 7 NEAT OREGON ep �N co "P�OS geERE��Q . " � 4,�49639 w� H At, rsz�R vs,„`)IONAL- • EXPIRES:06/30/2019 November 10,2017 I I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ° a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 1 Job Truss Truss Type Qty Ply PLAN 2857A REDWOOD AMERICAN > R52258760 r 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 ID:yMF1htX3B2618XNJwhnfPxyKwny-m8EmF?2UAdKe445YT61ZYkYI1Y_u9zIZUTSIOyyKwNp 2-3-0 1 1-0-3 I I 1-6-12 I ?-6-8I Scale=1:33.6 2x4 II 3x8 = 2x4 II 3x8 = 2x4 I I 5x16 = 2x4 II 3x8= 2x4 II 4x6 = 1 2 3 4 5 6 7 8 9 10 1T 16 15 14 13 12 11 4x5 = 4x8= 4x10 = 3x4 II 4x12 = 4x10 = 2x4 II I 10-6-3 I 19-3-15 19-10-f 10-6-3 8-9-12 -6-8 Plate Offsets(X,Y)— [10:0-1-8,Edoel,f11:0-1-8,Eddel.El7:Edcte,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 0.17 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 BCLL 0.0 Rep Stress Incr 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. 1 5)CAUTION,Do not erect truss backwards. •<<-,q,0 P R Oi c(. � G'NE&'7 i��9 87022PE TOMO - 0% o4 WASIry4 O 4• .41L!'*- 9 `' 7 SAT OREGON tile `74 � 1 'AOn AMBER '�� �� 1 S A. HE.# .,Pg�s R w SS \4° 'ONti AL EXPIRES: 06/30/2019 November 10,2017 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. 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 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. Su109 Citrusite Heights,CA 95610 Job Truss Truss Type Qty Ply PLAN 2857A REDWOOD AMERICAN 4 PL17-417_MAIN_H F03 Floor 5 1 852258761 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 htX3B26l8XNJwhnfPxyKwny-FKo8SL36xwSViEgk1 pYo4y5uoyKyuQEii6BrxOyKwNo 0-6-8 I II 2-6-0 II 1-4-10 { I 1-9-6 Scale=1:33.0 2x4 II 3x8= 2x4 II 4x10 = 3x10= 2x4 I I 3x8= 2x4 II 4x7 = 1 2 3 o ® 4 5 6 7 8 9 gi _.,.-M —`4,.....„...._ .11Wribsw""------.\,4„.......„ . 0•0 icA 15 14 13 11 11 i 2x4 II 4x12 = 4x12 = 4x6= 4x12 = 4x5= p-6-81 9-11-2 10-1000 19-7-1 1 b-6-8 9-4-10 0-1-8 9-6-6 Plate Offsets(X,Y)— f1:0-1-8,Edge),f9:0-1-8,Edgel,f10:Edge,0-1-81 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 0.30 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 Ina 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 Gray 1=350(LC 3),10=361(LC 4),12=1021(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)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. ����� P R OFFss ,N5 NGINEFR /o o4ONIO 1.14,87022PE 9r �o40 wAs .. mil To ,?/. .` ,dam. �Aj, OREGON ti� 4ti + N SIONALE EXPIRES:06/30/2019 November 10,2017 t f r_1M WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ° a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply PLAN 2857A REDWOOD AMERICAN 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 I D:yMF 1 htX3B2618XNJwhnfPxyKwny-FKo8SL36xwSViEgk1 pYo4y5uHyKZuScii6BrxOyKwNo 0-6-8 I-- II 2-3-0 I 1 1-3-12 1 I 1-11-8 1 Scale=1:30.6 2x4 I I 3x8 = 2x4 II 4x8= 3x8 = 2x4 I I 3x8 = 2x4 II 4x6 = 12 3 4 5 6 7 8 9 14, 15 14 13 " 11 iv 2x4 I I 4x10 = 4x10 = 4x6= 4x10= 4x5= p.6-81 9-1-4 I18-2-4 I b-6-8 8-6-12 9-1-0 Plate Offsets(X,Y)-- 11:0-1-8,Edgel,19:0-1-8,Edgel,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 0.27 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 Incr YES WB 0.49 Horz(TL) 0.01 10 n/a n/a BCDL 5.0 Code IBC2012/TP12007 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. ty.`o- NAG I NE 5> 2 87022PE 9r �yZONIp . ,, Of WAN, 7. cn N ��i�, d� 7 �- OREGON cP L N On gBEH���1;,. � 4PFcrS 9 w� ssIONALV EXPIRES: 06/30/2019 November 10,2017 4 IMMO A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mut Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 PLAN 2857A REDWOOD AMERICAN R52258763 \ PL17-417_MAIN_H FOE 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:yM F 1 htX3B2618XNJwhnfPxyKwny-jWM Wgh3kiEa M KOFxbX31 d9d4kMgNdtlsxmxOTryKwNn 0-3-4 H I 2-6-0I I 1-6-2 10"11-9 Scale=1:27.4 1.5x3 II 3x8= 1.5x3 II 5x16 = 1.5x3 II 3x8= 1.5x3 I I 3x8= 1 2 3 4 5 6 7 8 , v 'V -� � inTe a .& I_1iiirii 14 13 12 10 9 1.5x3 II 3x12 = 4x12= 3x4 II 4x10 = 3x5= 01-3- 9-7-14 9-816 16-1-7 I 0-3 9-4-10 0-118 6-4-1 Plate Offsets(X,Y)— 11:0-1-8,Edgej LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.23 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 BOLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) -0.01 9 n/a n/a BCDL 5.0 Code IBC2012JTP12007 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•--c pROFFS REACTIONS. (lb/size) 1=344/0-2-12,11=870/0-6-0,9=169/Mechanical �'� GIrNE ` c•-• Max Uplift 9=-13(LC 3) ��N !N Fig X2'9 Max Gray 1=357(LC 3),11=870(LC 1),9=227(LC 4) 87022PE FORCES. (Ib)-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, N 5-10=0/734 y �-$, OREGON ti� 4N NOTES- �On ER iii 1 \'`) On 1)Unbalanced floor live loads have been considered for this design. S ,i'.k� 2)Refer to girder(s)for truss to truss connections. A. He 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. rc o`' wr�� .. 4 4 co e ! tri N ie,/ 49639 w� • 'fid 'GISTSR ' sSIONALV • November 10,2017 /, t mii A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. . Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and Miss 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 Y 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 Wgh3kiEaMKO FxbX31 d9d3YMgBdtTsxmxOTryKwNn 0-3-8 H f 2-6-0 I 1 1-4-10 I I 1-9-6 I Scale=1:32.5 2x4 I I 3x8 = 2x4 II 4x10 = 3x10= 2x4 II 3x8= 2x4 II 4x7= 1 2 3 4 5 6 7 8 9 IT _ � _ Isjo _ _ Y Y,...YY. 15 14 13 " 11 2x4 II 4x12 = 4x12 = 4x6 = 4x12 = 4x5= 013- 9-8-2 9-9110 19-4-1 0-3 9-4-10 0-1-8 9-6-6 Plate Offsets(X,Y)-- I1:0-1-8,Edgel,I9:0-1-8,Edael,I10:Edge,0-1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.30 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/TPI2007 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(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=314/0-3-0,10=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(lb)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. ?, .DP REOf-k- On �5�c�NGINc / _ 6) C2, � 187022PE 1.-- % •r Wi Illy , � N N 7 'off, OREGON d.© 1C/ 1 �O FihBER V\ �� ��'I �S A. HE %-,*„..,�a ��4s Req w • 'WiONAL EXPIRES: 06/30/2019 November 10,2017 t t 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,not1111. 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,2t8 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply PLAN 2857A REDWOOD AMERICAN R52258765 PL17-417_MAIN_H F07 Floor 13 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 9 11:57:33 2017 Page 1 I D:yMF 1 htX3B2618XNJwhnfPxyKwny-Bjwvt04MTYiDxyg78EaGANAG810KML3?AQgy?HyKwNm I 1-5-4 I I 2-3-0I 1 0-6-8 Scale=1:17.5 1.5x3 II 3x8= 1.5x3 II 3x8 = 1 3x6 2 3 4 5 hi risim—IN iiiiimrourniftimi....mr_ inwiw 1 ,,i. g ,,.., 6 PI 91116111a1-II- I Loll/ II 11 o IIIIMIIMMIIMMINII 111 911 8 7 6 3x10= 3x12 = 1.5x3 II 1.5x3 II I 8-8-4 19-2-12 1 8-8-4 0-6-8 Plate Offsets(X,Y)-- 15:0-1-8,Edgel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 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 BCLL 0.0 Rep Stress Ina YES WB 0.56 Horz(TL) -0.00 5 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 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. D 4)CAUTION,Do not erect truss backwards. c.. ��GIN��c'V /O 87022PE c.., -4.-___ e�lON1p . 0 X04 -i#° d y �Aj, OREGON fl© Jnr N F �1 or, BER a S A. HEY` C4 ��c s6 3910'�S`SjolYALtivs EXPIRES: 06/30/2019 November 10,2017 t I 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,note 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 r Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Centerplate onjoint unless x, 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 1 3/4 y I I (Drawings not to scale) offsets are indicated. Damage or Personal Injury r�� Dimensions are in ft-in-sixteenths. U%‘. 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. 2. Truss bracing must be designed by an engineer.For 0' 16 widetrussspacing,individuallateralbraces themselves mayrequirebracing,oralternativeTorI�� rs---miliAsrii-$404occ7s bracing should be considered. O U � = 3. Never exceedthe designloading shown and never �� dCJstackmaterialsoninadequatelybracedtrusses.a 4. ProvidecopiesofthistrussdesigntothebuildingFor 4 x 2 orientation,locate Oc7-a C6-7 C5-6 designer,erection supervisor,property owner and plates 0- BOTTOM CHORDS all other interested parties. i+d' 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 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 ANSIITPI 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 request.upon 8. Unless otherwise noted,moisture content of lumber Pshall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that cif Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. 11\114p Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. 1•1111111Mr reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. MIN NM .. ffi 18.Use of green or treated lumber may pose unacceptable --.1 environmental,health or performance risks.Consult with project engineer before use. Industry Standards: Mil ANSI/TP11: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone is not sufficient. DSS-89: Design Standard for Bracing. MiTek® 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