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Plans (31) Ms� v r - mit Rr-,47FNED occi tr> NOV 7 2017 lvi iTe k® i iSiO iJ�i� N MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: PL16-458_MAIN_H Fax 916/676-1909 2892 A/E MARQUAM 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: R51740751 thru R51740757 My license renewal date for the state of Oregon is June 30,2019. PR eco�74GINE '4\ 9r 87022PE cn cv -y �Aj, OREGON tip 4N „r AMBER OS A. HE# '- : 1. I d- September 18,2017 Hernandez,Marcos IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. NM EMI mit 1 MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: PL16-458 MAIN H Fax 916/676-1909 2892 A/E MARQUAM 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: R51740751 thru R51740757 My license renewal date for the state of Washington is January 2,2019. 01ONIO p 0% pFWAS 4. rd. l 49639 � ��GISTE S S'S`.6000. Cs' September 18,2017 Hernandez,Marcos IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. I 1' Job Truss Truss Type Qty Ply 2892 NE MARQUAM R51740751 PL16-458_MAIN_H F01 FLOOR 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.640 s Aug 16 2017 MiTek Industries,Inc. Mon Sep 18 08:29:20 2017 Page 1 I D:DckOXxdfingu?pl KW64fdjz_Utw-jexhN2eOrj WwsOlfsuQcdJlnAbSzxb2spDtp Icyco Wj 0-6-8 H I 2-6-0 I 1 1-2-4 1 I 1-2-0 1 Scale-1:34.1 3x5= 1.5x3 II 3x8 = 1.5x3 II 3x8= 1.5x3 II 3x8= 1.5x3 II 3x5= 1 2 3 4 5 6 7 8 9 _ii-dd � �1 iithth O 16 15 14 12 11 10 1.5x3 II 3x10= 3x10= 3x4 II 3x10= 3x10 = 1.5x3 II Q-6-81 9-8-12I 18-10-12 119-6!81 -5-� -6-8 9-2-4 9-2-0 6-8 Plate Offsets(X,Y)-- f1:0-1-8,Edge1,19:0-1-8,Edge) LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.21 Vert(LL) -0.04 14-15 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.21 Vert(TL) -0.09 14-15 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) -0.01 9 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:81 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 1=309/0-6-0,9=307/0-6-0,13=987/0-5-8 Max Gray 1=342(LC 3),9=341(LC 4),13=987(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=1005/0,2-3=-1005/0,3-4=-96/468,4-5=-96/468,5-6=-86/475,6-7=-86/475, 7-8=-1001/0,8-9=-1001/0 BOT CHORD 14-15=-98/947,13-14=-1270/0,12-13=-1272/0,11-12=-103/940 WEBS 5-13=-987/0,1-15=0/1035,3-14=-1014/0,5-14=0/1069,9-11=0/1031,7-12=-1018/0, 5-12=0/1059 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)CAUTION,Do not erect truss backwards. -<(51 o PR 5F�ss ��5 �NGINEFR /� �<cf 87022PE 9r "COofwAs 4. Cr /j. , ,d , 7N ,(V 1 tzf �'6i,OREGON cy© <C// /'., �' C�nS gBEHE?.‘ 4Q, . .:1„ 4�c 5639 , AV S'`SjONALEa4B EXPIRES: 06/30/2019 September 18,2017 4 4 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 dp 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 ANSVTPII 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 2892 NE MARQUAM R51740752 ri PL16-458_MAIN_H F02 Floor 9 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7640 s Aug 16 2017 MiTek Industries,Inc. Mon Sep 18 08:29:21 2017 Page 1 ID:DckOXxdfingu?plKWo4fdjz_Utw-BgV4aOf0c1 enTYKrPbxr9WHyp?omgl W?1 scyg2ycQWi 0-6-8 I II 2-6-0 II 2-6-0 2-6-0 II 1-8-12 I I 1-0-4 II 2-3-0 Scale=1:36.2 3x5= 1.5x3 II 3x8= 1.5x3 H 3x10 = 1.5x3 II 3x8= 3x6 FP=1.5x3 II 3x8 = 1.5x3 II 12 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 1.5x3 II 3x10 = 3x6 FP= 3x10= 3x4 I I 3x8= 3x8= 3x5—9-6-81 9-8-12 10-6-4 Plate Offsets(X,Y)-- r1:0-1-8,Edoe) LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.22 Vert(LL) -0.06 13 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.24 Vert(TL) -0.10 16-18 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) -0.01 15 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:88 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 1=317/0-6-0,12=360/0-2-8,15=1092/0-5-8 Max Gray 1=361(LC 3),12=393(LC 4),15=1092(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1081/0,2-3=-1081/0,3-4=-312/557,4-5=-312/557,5-6=0/615,6-7=0/615, 7-8=-1408/0,8-9=-1408/0,9-10=1408/0 BOT CHORD 17-18=-156/1094,16-17=-156/1094,15-16=-1511/0,14-15=-1577/0,13-14=-182/973, 12-13=0/1075 WEBS 5-15=-1079/0,1-18=0/1113,3-16=-982/0,5-16=0/1384,10-12=-1116/0,10-13=-21/346, 7-13=0/569,7-14=-1275/0,5-14=0/1103 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)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. ��„so PROres mac... � GIN�F9 di o29 zoruo 87022PE r a .4 wAsr '�t U' � N �� - y GAJ, OREGON ti� `'/ "P '/I,/&ER 1\ P�� ��o ��tsr ' �� `S A. HERSSSfpNAL� � EXPIRES:06/30/2019 September 18,2017 1 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPM 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 2892 NE MARQUAM R51740753 PL16-458_MAIN_H F03 FLOOR 11 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.640 s Aug 16 2017 MiTek Industries,Inc. Mon Sep 18 08:29:21 2017 Page 1 ID:DckOXxdfingu?plKW64fdjz_Utw-BgV4a0f0clenTYKrPbxr9WHyv?oAg2E?1scyg2ycQWi 0-6-8 1--I I 2-6-0I 1 1-2-12 1 1 1-2-0 I Scale- -1:34.2 3x5= 1.553 II 3x8= 1.5x3 II 3x8= 1.553 II 358 = 1.5x3 II 3x5=- 1 1 2 3 4 5 6 7 8 9 ��— ........1""•••••••••,.. .......00 -4". p=—��_.a_ Id I d 16 15 14 13 12 11 10 1.553 II 3x10= 3x10= 3x4 II 3x10= 3x10 = 1.5x3 II "6-81 9-9-4 I18-11-4 i -5-1? 0-6-8 9-2-12 9-2-0 6-8 Plate Offsets(X,Y)— (1:0-1-8,Edge1,19:0-1-8,Edge) LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.21 Vert(LL) -0.04 14-15 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.21 Vert(TL) -0.09 14-15 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) -0.01 9 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:81 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 1=310/0-6-0,9=307/0-6-0,13=990/0-5-8 Max Gray 1=344(LC 3),9=341(LC 4),13=990(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1011/0,2-3=-1011/0,3-4=-114/460,4-5=-114/460,5-6=85/482,6-7=-85/482, 7-8=-1001/0,8-9=-1001/0 BOT CHORD 14-15=-92/960,13-14=-1273/0,12-13=-1279/0,11-12=-107/940 WEBS 5-13=-989/0,1-15=0/1042,3-14=-1007/0,5-14=0/1090,9-11=0/1031,7-12=-1020/0, 5-12=0/1060 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)CAUTION,Do not erect truss backwards. ��n�0 P R oFFss \g �NGI NE�c'4 /O �� 87022PE 291- ro .� c71, r o4 CI t- . OREGON c�© <C/' N On S \ P 7 49639 k', A. HER °iFcrsreR S`sIONALti0 • EXPIRES: 06/30/2019 September 18,2017 4 I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �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 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 r Job Truss Truss Type Qty Ply 2892 NE MARQUAM i R51740754 PL16-458_MAIN_H F04 FLOOR 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.640 s Aug 16 2017 MiTek Industries,Inc. Mon Sep 18 08:29:22 2017 Page 1 I D:Dck0Xxdfingu?pl KWS4fdjz_Utw-fl3SnkgeN Kme5ivl zJS4ikg86PBwPS49GWMVMVycQ Wh 0-6-8 I I I 2-6-0 I 1 1-1-4 1 f°=�r Scale=1:22.5 1.5x3 II 3x8= 3x8 = 3x4 I 13x8= 1.5x3 II 1 3x5= 2 3 4 5 6 7 Ar dii- 12 11 .j g °, 1.5x3 II 3x10 = 3x6= 3x10= 3x5= 10-6-8 1 5-11-0 I 9-9-4 I 12-11-4 I 0-6-8 5-4-8 3-10-4 3-2-0 Plate Offsets(X,Y)— r1:0-1-8,Edoe),r3:0-3-0,Edoe) LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 Vert(LL) -0.01 11 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.05 Vert(TL) -0.02 11-12 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.33 Horz(TL) -0.00 9 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:56 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing:11-12. REACTIONS. All bearings 0-6-0 except(jt=length)10=0-3-8,8=0-1-12,9=0-5-8. (lb)- Max Gray All reactions 250 lb or less at joint(s)1,8 except 10=465(LC 3),9=332(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-456/0,2-3=-456/0 WEBS 3-10=-306/0,1-11=0/470,3-11=0/643,4-10=-288/0,6-9=-286/51 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. 3)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. (N., PROF , 0 n ��coyGINER /�2 �� 87022 PE 9r Cs%o40NIp / c• , A 'c? 7 �.3j, OREGON q©Qi . �O AMBER 1\ . -,41.e On A HE��P 14 4,, 475639 At, EXPIRES: 06/30/2019 September 18,2017 t rem A WARNING-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 M Fie le is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 t Job Truss Truss Type Qty Ply 2892 NE MARQUAM R51740755 PL16-458_MAIN_H F05 FLOOR 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.640 s Aug 16 2017 MiTek Industries,Inc. Mon Sep 18 08:29:22 2017 Page 1 I D:DckOXxdfingu?pIKW54fdjz_Utw-f13SnkgeN Kme5ivl zJS4ikg6tP8PPVb9G WMVMVycQ Wh 0-6-8 I— 1 I 2-6-0 I P-4-41 I 1-2-0 I l0-6-8 I Scale=1:23.4 1.5x3 II 3x8 = 1.5x3 II 3x8 = 1.5x3 II 3x5= 3x5= 1 2 3 4 5 6 7 iffla -'Nll.11illIlIllIllIlIllIlIllWIP.X M. _ N 1 f— I � ��� r.- d jimiiimmimm nom= 13 12 ♦ 10 9 8 1.5x3 II 3x10=304 II 3x10= 3x10 = 1.5x3 II 106-8 1 3-9-4 12-11-4 13-5 12 1 0-6-8 3-2-12 I 9-2-0 0-6-8 Plate Offsets(XY)-- f1:0-1-8,Edgef,f7:0-1-8,Edgej 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 0.26 Vert(LL) -0.04 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.21 Vert(TL) -0.09 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) -0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:56 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 1=-35/0-6-0,7=340/0-6-0,11=774/0-5-8 Max Uplift 1=-126(LC 4) Max Gray 1=81(LC 3),7=343(LC 4),11=774(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=0/596,2-3=0/596,5-6=-1010/0,6-7=-1010/0 BOT CHORD 11-12=-855/0,10-11=-808/0,9-10=0/958 WEBS 3-11=-775/0,1-12=-613/0,2-12=-251/0,3-12=0/525,7-9=0/1040,5-10=-885/0, 3-10=0/977 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 126 lb uplift at joint 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. �� 0 P R OFFS �N ANG 1 N EFR 6/0 cc- 87022PE v� e�� i c, 44-4;„ Q , . , 7ii- 4> ',14 OREGON (yo ate ) Or MBER .\ a � �, 49639 wa' Or, A. H ERS0 �GISTE ' SSIONALE' . EXPIRES: 06/30/2019 ■II September 18,2017 1 I swum 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,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 J 1 Job Truss Truss Type Qty Ply 2892 NE MARQUAMj R51740756 PL16-458 MAIN H F06 Floor 9 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.640 s Aug 16 2017 MiTek Industries,Inc. Mon Sep 18 08:29:23 2017 Page 1 ID:DckOXxdfingu?pl KW64fdjz_Utw-8Ddq?4gG8euVjsUEXOzJExNHOoU E8yq IVA53uxycQ Wg I 2-6-0 I I 1-6-12 I I 1-2-4 j P-6-8I Scale=1:33.7 1.5x3 II 3x8= 1.5x3 II 3x8= 306= 1.5x3 II 3x8= 1.5x3 I I 3x5= 1 2 3 4 5 .„.._ 6 7 8 9 imiliemiow J _ice_ \ 1��_ i_ _ a Z j Io CSO 15 14 13 12 11 10 3x5= 3x10= 3x6= 3x10= 3x10= 1.5x3 II I 9-5-4 I 18-7-8 19-2-q 9-5-4 9-2-4 6-8 Plate Offsets(X,Y)— f9:0-1-8,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 0.30 Vert(LL) -0.04 14 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.24 Vert(TL) -0.10 14-15 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.01 13 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:81 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF No.t&Btr(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 9=306/0-6-0,13=1002/0-5-8,15=319/0-2-8 Max Gray 9=342(LC 4),13=1002(LC 1),15=352(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1077/14,3-4=-1077/14,4-5=0/1288,5-6=-90/506,6-7=-90/506,7-8=-1004/0, 8-9=-1004/0 BOT CHORD 14-15=0/992,13-14=-438/215,12-13=-1288/0,11-12=-122/944 WEBS 5-13=-549/0,2-15=-1023/0,4-14=0/1019,4-13=-1201/0,9-11=0/1034,7-12=-1027/0, 5-12=0/1051 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)15. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. c.-<k,ED PROPtc, c;' ENGINEER o cr- 87022PE yr rcONIO / pp% of CP N� SAT OREGON rI© 4/ / = N O ACOS qB ER EP`�p� �+ 4,c s6 4/ H ,..:s 6'1ONAL�V. EXPIRES: 06/30/2019 September 18,2017 I __ a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. 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 ANSIfTPI1 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 2892 NE MARQUAM '' R51740757 PL16-458_MAIN_H F08 FLOOR 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.640 s Aug 16 2017 MiTek Industries,Inc. Mon Sep 18 08:29:23 2017 Page 1 ID:DckOXxdfingu?p IKW64fdjz_Utw-8Ddq?4gG8euVjsU EXOzJ EXNJOOTn8vtl VA53uxycQ Wg 0-6-8 1- I I 1-4-0 2-6-0 1 Scale=1:18.6 1.5x3 II 3x8= 1.5x3 II 3x8= 1.5x3 II 1 2 3 4 5 rsi d / \ e o 803x4= (� 7 g 3x10= 3x5= 1 0-6-8 1 9-9-0 0-6-8 9-2-8 1 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.17 Vert(LL) -0.05 7 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.27 Vert(TL) -0.12 6-7 >935 360 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:40 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=399/0-6-0,6=399/0-2-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=0/369,2-3=-1448/0,3-4=-1448/0 BOT CHORD 7-8=0/769,6-7=0/1178 WEBS 4-6=-1214/0,4-7=0/279,2-7=0/701,2-8=-847/0 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)CAUTION,Do not erect truss backwards. �,ei PRQFFs4.0; Gd' 5 NEFy C�? '7O Zke 29 � IO 414, 87022PE rrO OFw •• . 2i NCS 'N N co 4.13.t:��'Y, i 7 'j, OREGON cy' <U ��OS AeERE��Q� ,�,�49639 ,� Hf.• GISTER ' sSI�NALti� EXPIRES: 06/30/2019 September 18,2017 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 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 13/4" Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury MEEDimensions are in ft-in-sixteenths. 11� 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 O-1/96" 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I M-SINEp bracing should be considered. IMIApp 3. Never exceed the design loading shown and never s 1L1111111.1p, astack matt erials on inadequauateely braced trusses. p 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c7-8 c6-7 cs-. F designer,erection supervisor,property owner and plates 0- ',/'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. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that / Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. 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. L10 reaction section indicates joint MI6 INIIM number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. MO_ffi 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TP11: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, MiTelcs,I\/I 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