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Plans (32) mit k ASsN6Thc ddi-(- Lh MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: PL16-458_UPPER Fax 916/676-1909 2892 A/E MARQUAM 2&3 CAR The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: R51740758 thru R51740766 My license renewal date for the state of Oregon is June 30,2019. 414 Q 87022PE w yp�-arc OREGON q? 44/ OBER 1 ' A. HERS .J / 1 . ,I r or 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. 4 MEM 11111 MiTek) MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: PL16-458 UPPER Fax 916/676-1909 2892 A/E MARQUAM 2&3 CAR The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: R51740758 thru R51740766 My license renewal date for the state of Washington is January 2,2019. ovONIO p, 1 ,01; 05 4wfti,(;) SM r 49639 �'x %��GIS'fjg , I- 7 st 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. t Job Truss Truss Type Qty Ply 2892 NE MARQUAM 2&3 CAR R51740758 PL16-458_UPPER F01 FLOOR 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.640 s Aug 16 2017 MiTek Industries,Inc. Mon Sep 18 08:29:37 2017 Page 1 I D:fRr?p7cJ ab_FzM3?rJ KN H 5z?m G H-jvT7xsr2rxf WOOYwLyDcpuyZRS5D Q FSMj M U oO7ycQ WS 0-1-8 H I 2-0-0 °� 13 I 1-2-0 P13112 2-6-0 Scale=1:29.7 3x5 = 3x4 = 3x4 = 4x4= 5x5= 1 2 3 4 5 6 7 8 9 10 11 m m o 0 0 ® o m - � o / o� e/ T e o 17 16 15 14 13 3x6 = 3x8 = 3x5 = 4x5 = 5x5= 3x4= I 17-6-12 17-6-12 Plate Offsets(X,Y)-- 18:0-1-8,Edgel.113:0-1-8,Edgel,[19:0-1-8,0-0-01 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 0.75 Vert(LL) -0.25 15-16 >836 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(TL) -0.39 15-16 >529 360 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.06 12 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:80 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 18=759/0-5-8,12=764/0-4-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2454/0,3-4=-2454/0,4-5=-3330/0,5-6=-3330/0,6-7=-2749/0,7-8=-2749/0,8-9=-2129/0,9-10=-2129/0 BOT CHORD 17-18=0/1442,16-17=0/3063,15-16=0/3197,14-15=0/2129,13-14=0/2129,12-13=0/1764 WEBS 8-14=-386/0,9-13=-904/0,2-18=-1589/0,2-17=0/1125,4-17=-677/0,4-16=0/296,10-12=-1894/0,10-13=0/1192, 6-15=-533/0,7-15=-426/0,8-15=0/1110 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. ����� P R press _krc, �co NGINE 'V /o2 87022PE v� zorrro jitt vVIASIAr, N >CV • r y raj OREGON (1� 4., I N �Olel f �SMBER 1\�Q ' d 49639 Ak. A. HEY` % GIOSTE*V'' , rivr EXPIRES:06/30/2019 September 18,2017 k t AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,note a truss system.Before use,the building designer must 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 Job Truss Truss Type Qty Ply 2892 NE MARQUAM 283 CAR �• R51740759 PL16-458_UPPER F02 FLOOR 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.640 s Aug 16 2017 MiTek Industries,Inc. Mon Sep 18 08:29:38 2017 Page 1 ID:fRr?p7cJab_FzM3?rJKNH5z?mGH-661 V8CsgcFnN0976vgkrL6Uugrd89mGWx0ELwZycQWR 1-7-6 I 1-9-0 I Scale=1:10.6 1 3x4 = 2 1.5x3 II 3 3x4 = 4 1.5x3 II c a— °? —m m e o 3x5= 7 6 5 1.5x3 I I 3x4= I 5-6-0 5-6-0 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) -0.00 6 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.09 Vert(TL) -0.02 5-6 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:26 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=236/0-3-12,5=236/0-1-12 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-310/0,2-3=-310/0 BOT CHORD 5-6=0/300 WEBS 3-5=-342/0,1-6=0/357 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. •<<-.C\ .0 P R OFFS � NGI NFFR s�0 2 cc 87022 PE v� zOrrro y is OREGON dA/ Qt N 1 OMBERR , r4S C •,74.A. HE .ess-fiP.'oN �SoloNALS EXPIRES: 06/30/2019 September 18,2017 t t Man a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,note a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 C Job Truss Truss Type Qty Ply 2892 A/E MARQUAM 2&3 CAR R51740760 PL16-458_UPPER 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 08:29:38 2017 Page 1 ID:fRr?p7cJab_FzM3?rJKNH5z?mGH-B61V8CsgcFnN0976vgkrL6UsyrZ_91KWx0ELwZycQVJR 2-6-0 I 10-8-11 1 I 1-2-0 I I 1-1-13 101-1 Scale=1:16.6 1.5x3 H 3x4= 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 5 3x4 = 6 m m 12 e o m m 1.5x3= ./— — o e of 11 10 9 8 3x6= 1.5x3 II 1.5x3 II 3x4= 3x6= I 89-8 I 8-9-8 Plate Offsets(X,Y)— 14:0-1-8,Edgel,15:0-1-8,Edgel,112:0-1-8,0-0-01 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.26 Vert(LL) -0.04 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.35 Vert(TL) -0.08 10-11 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:41 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=373/0-5-8,11=378/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-841/0,3-4=-841/0,4-5=-554/0 BOT CHORD 10-11=0/719,9-10=0/554,8-9=0/554,7-8=0/554 WEBS 2-11=-772/0,3-10=-251/0,4-10=0/464,5-7=-692/0 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. .<(: ,ckEO P R Ope �co ��AG,l NEFR wo 4� 87022PE r� zoNroite do .4 WASIr, '. cn >" ' 7 ), OREGON c�,) 14./ , N 'A� �MBERAN �� O`s P 49639 4,, • A. HEN- a �4GIST'1'.9 4' SSIONALti EXPIRES: 06/30/2019 September 18,2017 I I a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Nie 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 2892 NE MARQUAM 2&3 CAR T R51740761 - PL16-458_UPPER 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 08:29:39 2017 Page 1 ID:fRr?p7cJab_FzM3?rJ KN H5z?mGH-glatMYtI NYvEeJ iITN G4uJ 1 wGFn3u9ofAgzvTOycQ WQ 2-6-0 1-10-13 I I 1-2-0 I I 2-5-15 Scale=1:28.4 1.5x3 II 3x5= 1.5x3 II 3x4= 1.5x3 II 3x4= 3x4= 1.5x3 II 1 2 3 4 5 6 7 8 azi ,, •0000111101.11.1111IIIIIIIIII 111111111111141.1141111.04404t O O O O _ O NV 1-'''' 13 12 11 10 9 3x4= 3x8= 3x8 = 1.5x3 II 1.5x3 II 3x4= 13-6-13 I 12-4-13 112-11-13i I 16-3-12 12-4-13 0-7-0 0-7-0 2-8-15 Plate Offsets(X,Y)-- f6:0-1-8,Edeel.f7:0-1-8,Edgel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (Icc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.25 11-12 >785 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(TL) -0.3811-12 >510 360 BCLL 0.0 Rep Stress!nor YES WB 0.29 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:72 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=712/0-3-12,9=712/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2537/0,3-4=-2537/0,4-5=-2764/0,5-6=-2764/0,6-7=-1832/0 BOT CHORD 13-14=0/1563,12-13=0/2893,11-12=0/1832,10-11=0/1832,9-10=0/1832 WEBS 6-11=-300/0,7-10=0/286,2-14=-1678/0,2-13=0/1045,4-13=-382/0,5-12=-303/0,6-12=0/1104,7-9=-1961/0 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. -�cQ`E° P R OFFS �5 ,,GI NE�cR `SAO 2 „_44..i 87022PE 9� e TON�rrO1- • ZiNfn NN Er: . • N y 'Oj, OREGON cp Q� i7 �On�irlSER '� /V,, S A. HES;ktJP ° �,44963910 w • sjoNALE-• EXPIRES: 06/30/2019 September 18,2017 t t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not MT. 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 4' Job Truss Truss Type Qty Ply 2892 NE MARQUAM 253 CAR R51740762 PL16-458_UPPER F05 FLOOR 12 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.640 s Aug 16 2017 MiTek Industries,Inc. Mon Sep 18 08:29:40 2017 Page 1 I D:fRr?p7cJab_FzM3?rJKN H5z?mGH-8U8FZutx8s15FTHV 15nJ RXa6uf9lddyoPKjS?SycQ WP I 2-6-0 I I 1-10-13 H 1-2-0 II 1-3-15 I 1-6-0 1 1 1-1-7 1 11-2-0 Ip-10-1I Scale=1:43.4 3x5= 3x4= 3x6 FP=3x5= 4x6= 3x4 II 3x5= 3x4= 3x4 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 e a i'-‘-c? Iffil 26 25 24 23 22 21 20 19 18 17 16 3x4 = 3x6 = 3x6 FP= 3x8 = 4x5 = 3x8= 3x8 = 3x4 = 13-6-13 24-3-11 I 12-4-13 121-11-1113 1 16-6-8 18-1112 23-1-11 21-8-11 125-4-12 I 12-4-13 6-7-0 2-11-11 0-1-4 6-5-15 6-7-0 1-1-1 0-7-0 0-7-0 Plate Offsets(X,Y)— 17:0-1-8,Edoel,113:0-1-8,Edoel.114:0-1-8,Edoel.121:0-1-8,Edoel 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 0.61 Vert(LL) -0.21 22-23 >965 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.72 Vert(TL) -0.31 22-23 >635 360 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.03 20 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:114 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E(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 b--' •, -- • 10-0-0 oc bracing:25-26,23-25. �'c[} P R OFF REACTIONS. (lb/size) 16=181/Mechanical,26=623/0-3-12,20=1418/0-5-8 s Max Uplift16=52(LC 3) ... NGINEc- kV Max Gray 16=283(LC 4),26=647(LC 3),20=1418(LC 1) ��? ?/� FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 87022 P E TOP CHORD 2-3=-2205/0,3-4=-2205/0,4-5=-2105/0,5-6=-2105/0,6-7=-2105/0,7-8=-1007/110, 8-9=1007/110,9-10=0/1730,10-11=0/1728,11-12=-409/523,12-13=-409/523, 13-14=-360/127 (J) N BOT CHORD 25-26=0/1396,24-25=0/2391,23-24=0/2391,22-23=-110/1007,21-22=-110/1007, 0 >\ H 20-21=-594/0,19-20=-1079/0,18-19=-127/360,17-18=-127/360,16-17=-127/360 '- '0j, OREGON n,, ,41!> $M WEBS 7-22=-292/0,8-21=-598/0,2-26=-1499/0,2-25=0/869,4-23=-391/0,5-23=-324/0, 4\ a. 7-23=0/1327,9-20=-1437/0,9-21=0/1491,13-19=-482/52,11-19=0/1052,11-20=-834/0, On BER Q, 14-16=-520/183 S A. HEQI‘4 NOTES- 1)Unbalanced floor live loads have been considered for this design. EXPIRES: �6�30�2��9 2)All plates are 1.5x3 MT20 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 52 lb uplift at joint 16. 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. TONIO a5 004 P/ASI41. -WG. ��w. : d N e /4i"� 49639 4TH a �FcrsmR ' • sS'IONALE • September 18,2017 b 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 mit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 2892 NE MARQUAM 283 CAR R51740763 PL16-458_UPPER F06 FLOOR 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.640 s Aug 16 2017 MiTek Industries,Inc. Mon Sep 18 08:29:40 2017 Page 1 ID:fRr?p7cJab_FzM3?rJ KN H5z?mGH-8U8FZutx8s15FTHV 15nJRXa9JfEPdexoPKjS?SycQ WP I 2-6-0 I 1-5-8 II 1-2-0 1 10-10-0 I 0�&i 1 1-2-0 II 1-10-4 I Scale=1:36.1 3x4= 3x4= 4x6= 3x4= 3x6 FP= 3x4= 3x4= 1 2 3 4 5 6 7 8 9 10 11 12 13 TI ® e . m e lj::: :; I7 11 ID e N 24 23 22 21 20 19 18 17 16 15 14 3x4 = 3x4= 3x6 FP=3x6 = 3x4 II 4x6= 3x6= 3x4 = 4-9-8 19-0-12 I 4-1-0 4-?t8 81 9-1-0 I 17-10-12 -5-19 I 21-2-0 1 4-1-0 0-'1-8 -7-0 3-8-8 8-9-12 b-7-0 0-7-0 2-1-4 0-7-0 Plate Offsets(X,Y)— f4:0-1-8,Edael,111:0-1-8,Edgel,112:0-1-8,Edgel,123:0-1-8,Edeel 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 0.39 Vert(LL) -0.10 16-17 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.42 Vert(TL) -0.14 16-17 >998 360 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.01 14 n/a n/a BCDL 5.0 Code 1BC2012/TP12007 (Matrix) Weight:97 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 b •. REACTIONS. (lb/size) 14=429/0-1-12,19=1158/0-3-8,24=264/0-3-12 ,��EO PR�FFSs Max Uplift24=-2(LC 4) �Co �tJGI�1ER /D Max Gray 14=446(LC 4),19=1158(LC 1),24=340(LC 3) �� //- FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 87022 P E 9� TOP CHORD 2-3=-626/273,3-4=-626/273,4-5=0/795,5-6=0/795,6-7=0/581,7-8=0/581, 8-9=-1182/0,9-10=-1182/0,10-11=-1182/0,11-12=-878/0 BOT CHORD 23-24=-88/617,22-23=-273/626,21-22=-273/626,20-21=-273/626,19-20=-1208/0, Ln N 18-19=-1208/0,17-18=-0/652,16-17=0/878,15-16=0/878,14-15=0/878 CI\ OREGON (1,Q'Az" WEBS 6-19=-1132/0,2-24=-662/95,2-23=-254/11,4-20=-1021/0,6-20=0/698,11-17=-73/326, 10-17=-256/0,8-17=0/618,8-18=-1155/0,6-18=0/886,12-14=-983/0 'A •,,,Or) , ER �N \-..•,, NOTES- S' A HEp,` 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)14. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2 lb uplift at joint 24. EXPI 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. 01ONIO ). O0% O4 WASN„, lit-- N 1r AS,© 4, 49639 .04) .9' GISTER • 4' • ss0 IONALE September 18,2017 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 �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 iTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 4 Job Truss Truss Type Qty Ply 2892 NE MARQUAM 283 CAR • R51740764 PL16-458_UPPER F07 FLOOR 11 1 Job Reference(motional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.640 s Aug 16 2017 MiTek Industries,Inc. Mon Sep 18 08:29:41 2017 Page 1 ID:fRr?p7cJab_FzM3?rJKNH5z?mGH-chidnEuZvAAytdshaolYzk6H C3TpM3Nye_SOXuycQ WO I 2-6-0 I 1 1-8-9 I I 1-2-0 1 1 2-5-15 1 Scale=1:28.1 1.5x3 II 3x5= 1.5x3 I I 3x4 = 1.5x3 I I 3x4= 3x4= 1.5x3 II 1 2 3 4 5 6 7 8 m IIIIIIIIIIININIIIIIIIIIIIIINIIIIIIIIIIIINIIININ m e e 111 13 12 11 10 9 3x4= 3x8 = 3x8= 1.5x3 II 1.5x3 II 3x4= I 12-2-9 112-9-9113-4-9 1 16-1-8 I 12-2-9 0-7-0 0-7-0 2-8-15 Plate Offsets(X,Y)— 16:0-1-8,Edge1,F7:0-1-8,Edge) 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 0.64 Vert(LL) -0.23 11-12 >830 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.86 Vert(TL) -0.36 11-12 >539 360 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:71 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=704/0-1-8,9=704/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2495/0,3-4=-2495/0,4-5=-2675/0,5-6=-2675/0,6-7=-1798/0 BOT CHORD 13-14=0/1542,12-13=0/2830,11-12=0/1798,10-11=0/1798,9-10=0/1798 WEBS 6-11=-304/0,7-10=0/278,2-14=-1656/0,2-13=0/1023,4-13=360/0,5-12=-303/0,6-12=0/1062,7-9=-1925/0 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)14. 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,EO PRopk. 5<� N r_ G, E�. `/ �9� z kt 44. ro� 87022PE � Q •�: . Q rj Ily. 1 .- -70Aj, OREGON ty�Q<v� / ' N �OOS gBERE,., ��+ 4, 9639 w'� • H .k rs'r „,..„s,,, '31ONAL' ' EXPIRES:06/30/2019 September 18,2017 / t WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. am 14111 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 ANSVTPII Quality Criteria,13513-89 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 283 CAR R51740765 PL16-458_UPPER F08 FLOOR 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.640 s Aug 16 2017 MiTek Industries,Inc. Mon Sep 18 08:29:42 2017 Page 1 I D:fRr?p7cJab_FzM3?rJKN H5z?mGH-4tGO_avBgTIpVnRt8WpnWyfPITpO5XQ5seCZ3KycQ WN 0-1-8 H I 2-3-0 I 11-5-8 11 1-2-0 1 1 1-2-8 I 1-6-0 1 Scale=1:30.3 1.5x3 II 1.5x3 = 3x6 = 1.5x3 II 3x4= 1.5x3 I I 3x4= 1.5x3 II 1.5x3 I I 4x5 = 1.5x3 II 1 2 i\ 3 4 5 6 7 8 9 10 91 itg 8i 91 71,1",„,,..„ :: X17 �•� e p IM 9�XYj Vgli kftl 'IV "Pr 15 14 13 12 3x6 = 3x8 = 3x6= 3x4 = 4x4= 3x4= I 17-5-8 I 17-5-8 Plate Offsets(X,Y)-- 112:0-1-8,Edgel,[13:0-1-8,Edoel,[17:0-1-8,0-0-01 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) -0.31 13-14 >679 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(TL) -0.49 13-14 >426 360 BCLL 0.0 Rep Stress lncr YES WB 0.24 Horz(TL) 0.06 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:78 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 16=754/0-5-8,11=759/0-2-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2623/0,3-4=-2623/0,4-5=-3300/0,5-6=-3300/0,6-7=-2107/0,7-8=-2107/0,8-9=-2107/0 BOT CHORD 15-16=0/1576,14-15=0/3184,13-14=0/2886,12-13=0/2107,11-12=0/1099 WEBS 7-13=0/362,8-12=-587/0,2-16=-1704/0,2-15=0/1141,4-15=-612/0,6-14=0/490,6-13=-970/0,9-11=-1305/0, 9-12=0/1283 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. icy' ,aGP NR `sio c� 2 1487022PE vc e��0NrO �0j OREGON ti� ON _- N 'AF/1,/ O13ER 1N •C � Q' � 496 39 k , A. He1.3 . 9k4bis ' �s - S'IONALE EXPIRES:06/30/2019 September 18,2017 I I ww 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 mit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 2&3 CAR R51740766 PL16-458_UPPER F09 FLOOR 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.640 s Aug 16 2017 MiTek Industries,Inc. Mon Sep 18 08:29:42 2017 Page 1 I D:fRr?p7cJab_FzM3?rJKNH5z?m GH-4tGO_avBgTlpVnRt8Wpn WyfUBTtK5Y95seCZ3KycQ WN 2-6-0 1-8-0 I I 1-2-0 I I 1-10-4 I Scale=1:22.3 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 1 2 3 4 5 6 3x4 = 7 3 11o I m .-o"-- s ae 1 E 11 10 9 8 3x4= 3x6= 3x4= 1.5x3 I I 3x4= 10-1-8 I 9-5-0 9-p- 110-8-8 I 12-9-12 9-5-0 0-- 0-7-0 0-7-0 2-1-4 Plate Offsets(X,Y)— 16:0-1-8,Edgel,110:0-1-8,Edgel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL) -0.17 10-11 >890 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.58 Vert(TL) -0.27 10-11 >558 360 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:57 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12=558/0-2-8,8=558/0-1-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1764/0,3-4=-1764/0,4-5=-1165/0,5-6=-1165/0 BOT CHORD 11-12=0/1182,10-11=0/1704,9-10=0/1165,8-9=0/1165 WEBS 2-12=-1269/0,2-11=0/624,4-10=-655/0,6-8=-1306/0 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)12,8. 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. C��� ANG NEER `SAO 2 �� 87022PE 9czorrro � , C75 of WASJtr, W �-i'„ .. N yN r 1 iTs 7 "Ci ‘/I4 OREGON cy��ZC// /',, N MBER A\ k iif1 Or, A. RE�� �Pg4 s6w . 'IONALE' . EXPIRES:06/30/2019 September 18,2017 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekiE connectors.This design is based only upon parameters shown,and is for an individual building component,not MI « a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI)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 • s Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/" Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 (Drawings not to scale) offsets are indicated. Damage or Personal Injury r�� Dimensions are in ft-in-sixteenths. •‘iiiii. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. onalorX-bracin dia TOP CHORDS 9 g,is always required. See BCSI. 2. Truss bracing must be designed by an engineer.For 0'/16161\limil,A wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I Aor p bracing should be considered. 1■_ 3. Never exceed the design loading shown and never 0 a stack materials on inadequately braced trusses. p 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C7-8 C6- C5-6 I— designer,erection supervisor,property owner and plates 0- 'tiefrom 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,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that (Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. II Indicates location where bearings 16.Do not cut or alter truss member or plate without prior ik (supports)occur. Icons vary but ©2012 MiTeke All Rights Reserved approval of an engineer. =4* reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. M� 18.Use of green or treated lumber may pose unacceptable IMEnil environmental,health or performance risks.Consult with Industry Standards: ANSI/TPI1: National Design Specification for Metal project engineer before use. 19.Review all portions of this design(front,back,words and pictures)before use.Reviewing pictures alone Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, hiliT'e I020.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