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Plans Il�fly Gv‘i siAmMERDRaw LAI MST-2-b19 oo 2 6 mm 11111 p Y =• iTek BUILD L MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 Re: B1803766 David Weekley The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by ProBuild West-Beaverton,OR. Pages or sheets covered by this seal: K5343809 thru K5343820 My license renewal date for the state of Oregon is December 31, 2019. PR -<<•\‘‘ �� O�Fss co �NGINEF9 /('2 �� 89200PE -vr L ,t/OREGON,b, 4t/ -.4" 14P- MFRRIL\- November 1,2018 Baxter,David 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. MiTekg MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: B1803766 David Weekley The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by ProBuild West-Beaverton,OR. Pages or sheets covered by this seal: K5343809 thru K5343820 My license renewal date for the state of Washington is May 16,2019. EEMU, 8 oovAstti �. r 0 r� it) .4, 51398 .�� GISTER 110 41.4411110er November 1,2018 Baxter,David 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/I-PI-1, Chapter 2. Job Truss Truss Type Qty Ply David Weekley K5343809 B1803766 FT01 GABLE 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.210 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc.Thu Nov 1 09:26:072018 Page 1 ID:FNbKd9ZFYk_DDmtgN5RUHGz1 nB9-HDMVanpl_CglmmGmE5okUdYbn07zfCewTp?5JFyNaTU 0-11-8 Scale=1:38.8 3x6 FP= 3x6= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Ej A m 19 o YQ 1 0 41 Y XXX XX XX XXXXXXX (X XX XXX XX XX XXXXXXX XX XX XXXiCXX XX X 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 3x6 FP 4x4 = 1 1-4-0 1 2-8-0 1 4-0-0 1 5-4-0 I 8-8-0 1 8-0-0 1 9-4-0 1 10-8-0 1 12-0-0 1 13-4-0 I 14-8-0 1 18-0-0 1 17-4-0 1 18-8-0 1 20-0-0 1 21-4-0 1 22-8-0 24-0-p 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 0-4.8 Plate Offsets(X,Y)— [20:0-1-8,Edge],[21:0-1-12,Edoel,(40:0-1-8,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(CT) n/a - n/a 999 BOLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 21 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-R Weight:93 lb FT=10%F,10%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G(flat) end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing OTHERS 2x4 DF Std G(flat) REACTIONS. All bearings 23-0-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)39,21,38,37,36,35,34,32,31,30,29,28,27,26,25, 24,23,22 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 2x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)NA 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)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. tiG c 9)CAUTION,Do not erect truss backwards. `�yD PROF`- LOAD CASE(S) Standard �c ' �NGINEc9 /per �� 89200PE -9r ��p o� >, , G la"Ai 4! E ... : 9 27 OREGON , , T , FR R I LL ttZs, nL G EXPIRES: 12-31-2019 November 1,2018 t I 1111•1011 ®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 PTek' 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 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply David Weekley K5343810 Ell 803766 FT02 GABLE 1 1 Job Reference(optional) _ Builders FirstSource/Pro6uild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc. Thu Nov 1 09:26:08 2018 Page 1 ID:FNbKd9ZFYk_DDmtgN5RUHGz1 nB9-IQwun7gwlVocOvryooJzl r5mdoTGOfu3iTlesiyNaTT 0-'T8 Scale=1:40.5 3x6 FP= 34 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 YL1 e 1e 41 q '3XX1><J><X_XIXX XXXXX XX XXX XXXXXXX XXX XX XXXXXX liXX1XX I 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 4x4 = 3x6 FP= 1-4-0 1 2-8-0 1 4-0-0 1 5-4-0 1 6-8-0 1 8-0-0 1 9-4-0 1 10-8-0 1 12-0-0 1 13-4-0 1 14-8-0 1 16-0-0 1 17-4-0 1 18-8-0 1 20-0-0 1 21-4-0 1 22-8-0 1 24-0-0 1 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 Plate Offsets(X,Y)— [20:0-1-8,Edgel,[21:0-1-8,Edgej,[40:0-1-8,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 21 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-R Weight:95 lb FT=10%F,10%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G(flat) end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G(flat) REACTIONS. All bearings 24-0-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)39,21,38,37,36,35,34,33,32,31,30,29,28,27,26, 25,24,23,22 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 2x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)NA 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)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. 9)CAUTION,Do not erect truss backwards. t )`� PR QPrs LOAD CASE(S) Standard C ' MAGI NEF9 '5 tisOiRILL, s. K' 89200PE -r__,... r 4,9 o 14>, s - ,t_OREGON t,, �tv� vl � • 70 gy14, 2fl �- Frd� c5r3a98 ° 440MR RIO,6 ' _coq �SEAGSIONAL EXPIRES: 12-31-2019 November 1,2018 -- 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 iw irek. 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 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply David Weekley K5343811 81803766 FT03 FLOOR SUPPORTED GABL 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc.Thu Nov 1 09:26:08 2018 Page 1 ID:FNbKd9ZFYk_DDmtgN5RUHGz1 nB9-IQwun7gwlVocOvryooJzl rSmXoSkOXR3iTlesiyNaTT 0I8 Scale=1:18.9 5x6= 1 3x6= 2 3 4 5 6 7 8 9 5x6 — 10 e . , , o 0 I , • e '1 j e a c 220 , \ 0 vl lI • o-- 20 19 18 17 16 15 14 13 12 11 5x6 = 3x4 H 4x6 I 15x6 = 11-4-0 I 11-4-0 Plate Offsets(X,Y)— [2:0-1-8,Edae],[10:0-1-8,Edge),[11:Edae,0-1-8],[20:Edge,0-1-8],[21:0-1-8,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.11 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(CT) 0.00 15 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-RH Weight:51 lb FT=10%F,10%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G(flat) end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracin• c OTHERS 4 DF Std ) REACTIONS. 2 All earings(11-4-0. \Cj��l�NGP E./-• s/O (Ib)- Max Uplift All uplift 100 lb or less at joint(s)except 19=-1027(LC 7),12=-1250(LC 6),20=-1051(LC 6), �� v '7 /f9 11=-1278(LC 7) Max Gray All reactions 250 lb or less at joint(s)18,17,16,15,14,13 except 19=1095(LC 4),12=1299(LC 5), Q 89200P E 20=1078(LC 5),11=1293(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-842/818,3-4=-622/638,4-5=-442/438,7-8=-343/359,8-9=-563/559 ti 1:r BOT CHORD 19-20=-993/997, 2 10=-993/997,18-19=-838/845 17-18=-638/642,16-17=-438/442,13-14=-359/363, yG/ �j OREGONO�� 40 WEBS 2-19=-1081/1041,9-12=-1288/1261,2-20=-1474/1468,9-11=-1462/1452 Q Y 14, 2 el NOTES- ill R R ILS- l 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 2x4 MT20 unless otherwise indicated. EXPIRES: 12-31-2019 3)Gable requires continuous bottom chord bearing. 4)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 5)Gable studs spaced at 1-4-0 oc. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1027 lb uplift at joint 19,1250 lb uplift at joint 12,1051 lb uplift at joint 20 and 1278 lb uplift at joint 11. ,RRILL & 8)NAWAS �t 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. J o' Slit , 10)This truss has been designed for a total drag load of 150 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist dragOA, f �''loads along bottom chord from 0-0-0 to 11-4-0 for 150.0 plf. U 11)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 . ` ,r : dad be attached to walls at their outer ends or restrained by other means. / ° 12)CAUTION,Do not erect truss backwards. gr A LOAD CASE(S) Standard P� .4) 51398 �Si /C,, GISTEg -vs, EAG November 1,2018 MEM t / A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply David Weekley K5343812 81803766 FT04 Floor Supported Gable 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc. Thu Nov 1 09:26:09 2018 Page 1 ID:FNbKd9ZFYk_DDmtgN5RUHGz1nB9-DcTG?TrYVpwT?3Q8LWMCa2dxeCpX768Dw7UCO8yNaTS 1 2x4 II 2 2x4 II 3 2x4 I I Scale=1:9.6 9 6 5 4 2x4 I I 2x4 I 2x4 I I 2-6-15 2-6-15 Plate Offsets(X,Y)— [3:0-1-8,Edgel,f4:0-1-8,Edge1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress lncr YES WB 0.02 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code IBC2015/TPI2014 Matrix-R Weight:12 lb FT=10%F,10%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 2-6-15 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G(flat) end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G(flat) REACTIONS. (lb/size) 6=63/2-6-15,4=58/2-6-15,5=149/2-6-15 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard PR Ore, ���EO ,N5 oG1NEc9 /02 89200PE a )o� > • I• r." (;.44- • "u -y OREGON lCi 1,6 N ; 'I /O MFR R ILS- P� ��°• �Fis398,0 4j� SSIONAL EAG EXPIRES: 12-31-2019 November 1,2018 � 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 MiTe 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 ANSIRPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply David Weekley ' • K5343813 I 61803766 FT05 Floor 7 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 8.220 s May 29 2018 MiTek Industries,Inc.Thu Nov 1 09:29:01 2018 Page 1 ID:FNbKd9ZFYk_DDmtgN5RUHGz1nB9-BitH5HwR?fb3eVZCQevYYKICBXK3QkdXUu9IQAyNaQm I 2-6-0 2-2-0 I I 2-0-0 9 4 1 0-11A Scale=1:39.4 2x4 H 3x6= 2x4 2x4 I I 4x12 = 2x4 I I 3x8= 2x4 I I 4x4 = 3x6 FP= 2x4 I I 4x12 = 3x6 = 1 2 3 4 5 6 7 8 9 10 11 12 " 22 0 q \_, o' Y i b , o o 21 20 19 18 17 16 15 14 13 4x8= 4x12= 3x8 FP= 4x4 = 2x4 I I 4x12= 4x8= 4x12 SP= 4x6= 11-0.8 ___ 9-11-0 1010-8 112-0-8 I 23-0-8 I 9-11-0 0-128 1-0-0 11-0-0 1-0-0 Plate Offsets(X,Y)— [5:0-1-8,Edge],[6:0-1-8,Edge1,f8:0-2-8,Edge],[12:0-1-8,Edge1,[13:Edge,0-1-8],[16:0-1-8,0-0-01,[17:0-1-8,Edge],[20:Edge,0-1-81,121:0-1-8,0-1-8] LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) -0.37 16 >734 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(CT) -0.65 16 >422 360 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(CT) 0.10 13 n/a n/a ' BCDL 5.0 Code IBC2015/TP12014 Matrix-RH Weight:106 lb FT=10%F,10%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G(flat) end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=836/0-5-8,20=836/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2779/0,3-4=-2779/0,4-5=-3903/0,5-6=-3903/0,6-7=-3918/0,7-8=-3918/0,8-9=-2779/0,9-10=-2779/0, 10-11=-2779/0 BOT CHORD 19-20=0/1593,18-19=0/3532,17-18=0/3532,16-17=0/3903,15-16=0/3903,14-15=0/3537,13-14=0/1594 WEBS 6-16=-264/170,2-20=-1761/0,2-19=0/1311,4-19=-833/0,4-17=0/648,11-13=-1763/0,11-14=0/1309,8-14=-838/0, 8-15=0/514,7-15=-320/182,6-15=-543/514 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)A plate rating reduction of 20%has been applied for the green lumber members. 3)Refer to girder(s)for truss to truss connections. 4)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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. LOAD CASE(S) Standard ,�t��E� PR O�Fss rs5 OAGIN4• /i. 49 02 89200 P E 9r as oRRILL 14:A 92_ 4,,OREGON\, �4, 4, / /O 4 y 14, `L° "�- '0o ,� 51398 Hca MFR RIO- ' Q °� �GISTER� �SS'ONALvNAG EXPIRES: 12-31-2019 November 1,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. NI_ Design valid for use only with MiTekSt connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent braving IVIiWek' 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/7PII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job 1Truss Truss Type Qty Ply David Weekley K5343814 81803766 FT06 Floor 2 1 Job Reference(optional) I Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 8.220 s May 29 2018 MiTek Industries,Inc.Thu Nov 1 09:28:43 2018 Page 1 ID:FNbKd9ZFYk_DDmIgN5RUHGz1nB9-jEnUJ7i9E7KcUkBkNsbJpX?9OHAnCYtuL5oLoDyNaR2 1 1-8-15 I -8-8I 2-6-0I I 2-0-0 (j) 13 0-18 Scale=1:44.6 2x4 H 2x4 H 2x4 H 2x4 H 4x4 =4x8 = 2x4 H 4x8 = 2x4 H 4x4= 4x4= 3x8 = 3x6 FP= 4x12= 3x6= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 $ m oR .R .jI\.E •p • _i\ of ./��� / \ / g� E 25 26 Q 4 0° q 24 23 22 21 20 19 18 17 16 15 4x4= 4x4= 4x12= 4x8= 3x6 FP= 2x4 I I 4x12 = 4x8= 7x14 MT18H SP = 4x6= 2x4 I I 15-0-15 1 1-11-3 1-1115 13-0-15 14-0-15 I 1 26-0-15 I 1-11-3 0-0-12 11-1-0 1-0-0 1-0-0 11-0-0 Plate Offsets(X,Y)-- [2:0-1-8,Edge],[3:0-2-0,Edge],[7:0-1-8,Edge],[8:0-1-8,Edge],[14:0-1-8,Edge],[15:Edge,0-1-8],[17:0-2-O,Edge],[18:0-1-8,0-0-0],[19:0-1-8,Edge],[23:0-1-8 ,Edge],[24:Edge,0-1-8],[25:0-1-8,0-1-8] LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (roc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.55 Vert(LL) -0.44 19 >649 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(CT) -0.77 18-19 >373 360 MT18H 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.11 15 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-RH Weight:122 lb FT=10%F,10%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G(flat) end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc ---,;a IDx&R:Ok-k„ 6-0-0 oc bracing:23-24. REACTIONS. (lb/size) 15=873/0-5-8,23=1021/0-3-8 �Gj t�.1GiNE�cn /� Max Gray 15=877(LC 4),23=1021(LC 1) ,C/. v 'Y 4. FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. Q 89200PE 70:.... TOP CHORD 3-4=-2092/0,4-5=-2092/0,5-6=-3989/0,6-7=-3989/0,7-8=-4314/0,8-9=-4265/0, 9-10=-4265/0,10-11=-2953/0,11-12=-2953/0,12-13=-2953/0 BOT CHORD 22-23=0/542,21-22=0/3219,20-21=0/4314,19-20=0/4314,18-19=0/4314,17-18=0/4314, 16-17=0/3799,15-16=0/1682 In CC WEBS 83-18=-246/254,5 1859/0,13-16 08/1406,10-16=-935/0,10-17=0/594,9-17=-288/210,860,5-22=-1254/0, 725, 23=-1040/0, 7L 4 OREGONt ,e, 8-17=-670/445 <Q �!Y 14, (2-'°1‘ 4� NOTES- ill RILE 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. EXPIRES: 12-31-2019 3)A plate rating reduction of 20%has been applied for the green lumber members. 4)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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. c1 o_SRRILL 4 LOAD CASE(S) Standard J� O-f WASIF `Tl, op0-7 F ,� - , Vii : r0. ,p 51398 w� 9A .cCISTE - -6'SSrONAL VBG November 1,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �� a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIIIP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty !Ply David Weekley K5343815 B1803766 FT07 Floor 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 8.220 s May 29 2018 MiTek Industries,Inc. Thu Nov 1 09:28:16 2018 Page 1 ID:FNbKd9ZFYk_DDmtgN5RUHGz1nB9-?2eHeuNDbgwSkadYlhc_DgOX1PxRNLFv8OIQLHyNaRT 0-1-8 1 1-8-15 I1)-8-81 2-6-0 i 1 -0-1:: -. ) � H Scale=1:47.2 4x4= 2x4 H 2x4 H 2x4 2x4 I 1 4x4 =4x8 = 2x4 I I 4x8= 2x4 I I 4x4= 4x4= 3x8= 3x6 FP= 4x12 = 3x6= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 . o �.. IIIA,4 „ Y ��� �., 28 Y e. if ru ' CTC aata MIP-m a ., 27 kr. IM 26 25 24 23 22 21 20 19 18 17 16 4x4= 4x4= 4x12 = 3x6 FP= 2x4 H 4x12 = 4x8=4x4 = 3x6 SP= 4x6= 5x16 = 4x8= 15-0-15 27-0-15 I 1-11-3 1-1115 13-0-15 14-0-15 _ 26-0-3 _. 26-0j15 1 1-11-3 0-0-12 11-1-0 1-0-0 '1-0-0 10-11-4 0-0-12 1-0-0 Plate Offsets(X,V)— [2:0-1-8,Edge],[3:0-2-0,Edge],[7:0-1-8,Edge],[8:0-1-8,Edge],[10:0-3-12,Edge],[14:0-1-8,Edge],[15:0-1-8,Edge],[16:Edge,0-1-8],[17:0-1-8,Edge],[19:0-2-0 Edge],[20:0-1-8,0-0-0],121:0-1-8,Edge],[23:0-4-12,Edge],[25:0-1-8,Edge],[26:Edge,0-1-8],[27:0-1-8,0-1-8] LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL) -0.45 21 >648 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.96 Vert(CT) -0.76 21 >382 360 BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(CT) 0.10 17 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-RH Weight:132 lb FT=10%F,10%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G(flat) end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc.— . t3• tyxf&pp OP,t,„ 6-0-0 oc bracing:25-26,16-17. c(Y61 REACTIONS. (lb/size) 25=1016/0-3-8,17=1171/0-5-8 �Cj l�GtNE,;' /0 Max Gray 25=1017(LC 3),17=1175(LC 4) ,y v !j9 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. Q 89200P E TOP CHORD 3-4=-2083/0,4-5=-2083/0,5-6=-4286/0,6-7=-4231/0,7-8=-4281/0,8-9=-4208/0, 9-10=-4208/0,10-11=-2841/0,11-12=-2841/0,12-13=-2841/0 BOT CHORD 24-25=0/539,23-24=0/3282,22-23=0/4281,21-22=0/4281,20-21=0/4281,19-20=0/4281, 18-19=0/3714,17-18=0/1542 ti AA_ rt WEBS 0 13-17=-837%,13-18=0/1439,10-18=/967% ,10-19 03/615,8-19=-607/318,14-16 0/275 -7GJ\.$ / 4->OREGON : NOTES- O LY 4 elP 1)Unbalanced floor live loads have been considered for this design. 4`R R 1t.\- 2)A plate rating reduction of 20%has been applied for the green lumber members. 3)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. EXPIRES: 12_31-2019 4)Required 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)220 lb down at 26-10-11 on top chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). to,RRILL 8 LOAD CASE(S) Standard 40 o WAS `4>, 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 _ c 0, • � •,:;,U:•• ; Uniform Loads(plf) --41e� :,.. � Vert:16-26=-7,1-15=-67 -6 • t a Concentrated Loads(Ib) I Vert:15=-220(F) y� �0�a ,��51398 �Uq� .�6:1 C13TER 1ti ss1ONAL EAG November 1,2018 t r e.— A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job 4 Truss Truss Type Qty Ply David Weekley K5343816 §1803766 FT08 GABLE 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc.Thu Nov 1 09:26:11 2018 Page 1 I D:F N b Kd 9ZFYk_D Dmtg N5RUHGz1 nB9-A?b0P8sp1 QABFNZXTxsgfTjFaOTQb0LWORzIS 1 yNaTQ t-1-7 2-6-0 I 1 2x4 I I 2 5x6= 2x4 I 3 2x4 I I Scale=1:9.5 ® a i - 9 Y 2x4 I I • / a 5 . 2x4 II 4 3x4= 3x4= ¢1 q 1-4-02-8-03-10-7 0-1-8 1-2-8 1-4-0 1-2-7 Plate Offsets(X,Y)— 12:0-0-12,0-0-51,13:0-1-8,Edoel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.24 Vert(LL) 0.00 5 "" 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.11 Vert(CT) -0.05 4-5 >900 360 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code IBC2015/TPI2014 Matrix-P Weight:22 lb FT=10%F,10%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 3-10-7 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G(flat) end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G(flat) REACTIONS. (lb/size) 4=206/0-1-15,5=206/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-250/0 NOTES- 1)Gable studs spaced at 1-4-0 oc. 2)A plate rating reduction of 20%has been applied for the green lumber members. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 4)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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. LOAD CASE(S) Standard 4PRO (Si„) c ' 'y- fj 89200PE r a° 04 1> OtO *;, �,., coo�� �4 ..m,,, : 'i` Y MFRR ILL 6P �0����G sTsg� �' SSI°NAL EAG EXPIRES: 12-31-2019 November 1,2018 MINIMmi ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent budding 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,OSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 'David Weekley K5343817 B1803766 FT09 Floor 4 1 Job Reference_Optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 8.220 s May 29 2018 MiTek Industries,Inc. Thu Nov 1 09:27:26 2018 Page 1 ID:FNbKd9ZFYk_DDmtgN5RUHGzInB9-TQdN9omrNTdYlvoxMBiGBHJ3EF31grvYecembAyNaSF 0-1-8 H 1 0-7-0 1 1 _. 2-6-0 2-3-4 Scale=1:18.8 2x4 H 4x4= 3x6 = 3x4 H 3x4 = 2x4 1 3x6= 2 3 4 5 6 m— c o a , • 12 9 Y v o ` / 11 ®/ ® o 0 104x4= 9♦ 3x8= 3x6 = 3x4 = I 0-10-0 0-19112 11-1-4 I 0-10-0 0-9-12 10-2-8 Plate Offsets(X,Y)-- [2:0-1-8,Edge],[5:0-1-12,Edge),[6:0-1-8,Edge],[10:Edge,0-1-8],[11:0-1-8,0-1-8] LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.20 Vert(LL) -0.02 8 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.17 Vert(CT) -0.08 7-8 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(CT) 0.01 7 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-RH Weight:55 lb FT=10%F,10%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G(flat) end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracin oD PRaFF REACTIONS. (lb/size) 9=1089/0-3-8,7=327/0-2-12 GINE W _` Max Gray 9=1089(LC 1),7=328(LC 4) <3 �17 e FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. '9 TOP CHORD 10-11=-626/0,11-12=-626/0,1-12=-626/0,2-3=0/357,3-4=-630/0,4-5=-629/0 Q 89200PE r BOT CHORD 9-10=-357/0,8-9=-121/338,7-8=0/522 WEBS 2-9=-735/0,2-10=0/705,5-7=-577/0,3-9=-734/0,3-8=0/331 NOTES- Q �Q 1)Unbalanced floor live loads have been considered for this design. A- RE{a0N 2)A plate rating reduction of 20%has been applied for the green lumber members. 1G� -�1,9r ONv*1� 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7. Q 14 2 PT 4)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)Load case(s)1,2,3,4,5,6 has/have been modified.Building designer must review loads to verify that they are correct for the intended 41FR R 1k–V use of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to EXPI RES: 12-31-2019 be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)620 lb down at 0-2-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) r wA �Q�� 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 .4\9. p Uniform Loads(pIf) G'j �,� Vert:7-10=-7,1-6=-67 Concentrated Loads(Ib) ' re."-,11! O Vert:1=-620(F) — `i 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 J�,rr Uniform Loads(plf) A Vert 7-10=-7,1-6=-67 1: ,F,�51398� w Concentrated Loads(Ib) '4 GIST is Vert 1=-620(F) •SSIONALE�G 3)1st Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 November 1,2018 Continued on page 2 _ ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Mu 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 MITE** is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 -- 1 Job Truss Truss Type Qty Ply David Weekley K5343817 81803766 FT09 Floor 4 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 8.220 s May 29 2018 MiTek Industries,Inc. Thu Nov 1 09:27:26 2018 Page 2 ID:FNbKd9ZFYk_DDmtgN5RUHGz1nB9-TQdN9omrNTdYlvoxMBiGBHJ3EF31grvYecembAyNaSF LOAD CASE(S) Uniform Loads(plf) Vert:7-10=-7,1-2=-67,2-6=-13 Concentrated Loads(Ib) Vert:1=-620(F) 4)2nd Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:7-10=-7,1-2=-13,2-6=-67 Concentrated Loads(Ib) Vert:1=-620(F) 5)3rd unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:7-10=-7,1-2=-67,2-6=-13 Concentrated Loads(Ib) Vert:1=-620(F) 6)4th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:7-10=-7,1-2=-13,2-6=-67 Concentrated Loads(Ib) Vert 1=-620(F) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must 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/7PI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type 1Qty Ply David Weekley K5343818 B1803766 FT10 Floor 7 1 , Job Reference(optional) Builders FirstSourcelProBuild Beaverton Truss,Beaverton,OR 97005 8.220 s May 29 2018 MiTek Industries,Inc.Thu Nov 1 09:27:08 2018 Page 1 ID:FNbKd9ZFYk_DDmtgN5RUHGz1nB9-?yYZNeYZcxM5a7QUJP02TVatu_kzScbvVpHpyDyNaSX 0-1-8 I 2-6-0 2-0-0 0-6-0 0-9-0 i H_ Scale=1:43.2 4x4 = 2x4 H 2x4 H 3x8 = 2x4 II 2x4 H 4x12 = 2x4 H 3x8= 4x4= 4x4= 3x6 FP= 2x4 H 4x12 = 3x6 = 1 2 3 4 5 6 78 9 10 11 12 27 13 14 EI R 9A i OITIO4111111111111111 .. 4.,, 25 ‘- 2 i 24 23 22 21 20 19 18 17 16 15 4x8= 4x12= 3x6 FP= 2x4 I I 2x4 H 4x12= 4x8= 4x4= ' 4x12 SP= 4x6 = 4x6= 25-2-12 i_ -— 11-2-12 _ 112-2-12 113-2-12 _. 24-2-0 24-2x12 11-2-12 1-0-0 1-0-0 ' 10-11-4 0-0°12 1-0-0 Plate Offsets(X,V)— [6:0-1-8,Edge],[7:0-1-8,Edge],[10:0-3-8,Edge],[13:0-1-8,Edge],[14:0-1-8,Edge],[15:Edge,0-1-8],[16:0-1-8,Edge],[18:0-2-0,Edge],[19:0-1-8,0-0-0],[20:0-1-8 ,Edge],[24:Edge,0-1-8],[25:0-1-8,0-1-8] LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.64 Vert(LL) -0.45 19-20 >641 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(CT) -0.77 19-20 >376 360 BCLL 0.0 Rep Stress Incr NO WB 0.73 Horz(CT) 0.11 16 n/a n/a BCDL 5.0 Code IBC2015/TPI2014 I Matrix-RH Weight:119 lb FT=10%F,10%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G(flat) end verticals. Ta WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc�C i�xaR:O,c . 6-0-0 oc bracing:15-16. REACTIONS. (Ib/size) 16=1177/0-5-8,24=875/0-2-12 �Gj tNGINEtcL� /0 Max Gray 16=1177(LC 1),24=875(LC 3) ,,? v d? �i9 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. Q 89200P E r' TOP CHORD 2-3=-2946/0,3-4=-2946/0,4-5=-4250/0,5-6=-4250/0,6-7=-4289/0,7-8=-4226/0, 8-9=-4226/0,9-10=-4226/0,10-11=-2848/0,11-12=-2848/0 BOT CHORD 23-24=0/1678,22-23=0/3789,21-22=0/3789,20-21=0/4289,19-20=0/4289,18-19=0/4289, 17-18=0/3726,16-17=0/1543 10 CC 402, 1/0, 58, 8, WEBS 12-16=-1842/0,12-17=0/1444,10-171 972/0,10-18 0 620,7-185 582 301,13-11/5=0/271 -L/ 4OREGON IX 2.0 kk� O k14, 2 P4 NOTES- /y� L v 1)Unbalanced floor live loads have been considered for this design. R R{�.- 2)A plate rating reduction of 20%has been applied for the green lumber members. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)24. EXPIRES: 12-31-2019 4)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)Load case(s)1,2,3,4,5,6,7,8,9,10 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 6)Required 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. 7)CAUTION,Do not erect truss backwards. RRILL & 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)220 lb down at 25-0-8 on top chord. WASH. The design/selection of such connection device(s)is the responsibility of others. 4 p4 `71� 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 4' � Q LOAD CASE(S) Standard 4 h Ok. ��,�' 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 'r�.'�/ Uniform Loads(plf) Ter Vert:15-24=-7,1-14=-67 ,, ,k Concentrated Loads(Ib) '1.- '� GIS R.° ,40/ Vert:14=-220(F) 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 �sSIONALE�G Uniform Loads(plf) Vert:15-24=-7,1-14=-67 November 1,2018 Continued on page 2 t r r..... A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTeke 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,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply David Weekley K5343818 B1803766 FT10 Floor 7 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 8.220 s May 29 2018 MiTek Industries,Inc.Thu Nov 1 0927:08 2018 Page 2 ID:FNbKd9ZFYk_DDmtgN5RUHGz1 nB9-?yYZNeYZcxM5a7QUJPO2TVatu_kzScbvVpHpyDyNaSX LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:14=-220(F) 3)1st Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:15-24=-7,1-27=-67,14-27=-13 Concentrated Loads(Ib) Vert:14=-220(F) 4)2nd Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plt) Vert:15-24=-7,1-27=-13,14-27=-67 Concentrated Loads(Ib) Vert:14=-220(F) 5)3rd unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:15-24=-7,1-27=-67,14-27=-13 Concentrated Loads(Ib) Vert:14=-220(F) 6)4th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:15-24=-7,1-27=-13,14-27=-67 Concentrated Loads(Ib) Vert:14=-220(F) 7)1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:15-24=-7,1-7=-67,7-13=-13,13-14=-67 Concentrated Loads(Ib) Vert:14=-220(F) 8)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:15-24=-7,1-6=-13,6-13=-67,13-14=-13 Concentrated Loads(Ib) Vert:14=-220(F) 9)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:15-24=-7,1-7=-67,7-13=-13,13-14=-67 Concentrated Loads(Ib) Vert:14=-220(F) 10)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:15-24=-7,1-6=-13,6-13=-67,13-14=-13 Concentrated Loads(Ib) Vert:14=-220(F) a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 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 braang of trusses and truss systems,see ANSIITPII Quality Criteria,DS8-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply David Weekley K5343819 81803766 FT11 Floor 14 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc.Thu Nov 1 09:26:12 2018 Page 1 I D:FNbKd9ZFYk_DDmtgN5RUHGz1 n89-eB9OdUtRokl2sX8j1 eNvBhFRUPopKQ6fd5js?TyNaTP I 2-6-0 2-1-14 Scale=1:17.3 3x6= 3x4 H 3x6 = 2x4 12x4 2 3 4 5 • • 0 • . • 4 4 O O 8 V 7 0:' 3x8= 3x4 = 3x4= 10-1-14 I 10-1-14 Plate Offsets(X,Y)— [5:0-1-8,Edge) LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.16 Vert(LL) -0.02 7 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.16 Vert(CT) -0.08 6-7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.01 6 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-RH Weight:49 lb FT=10%F,10%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G(flat) end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=368/0-2-12,8=368/0-2-2 , FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-799/0,3-4=-797/0 BOT CHORD 7-8=0/606,6-7=0/608 WEBS 4-6=-672/0,2-8=-670/0 NOTES- 1)A plate rating reduction of 20%has been applied for the green lumber members. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6,8. 3)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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. LOAD CASE(S) Standard �� EI) PROp,e, ��5 c ,,9 GI N4' /02 89200PE �'< sL � � >, it,9/1,Of.% OREGON ki O 14, 2 �' ik SRRIL\-' ' �%4bsTa , ' NAL EXPIRES: 12-31-2019 November 1,2018 I ' a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job r�Truss Truss Type Qty Ply David Weekley K5343820 61803766 FT12 Floor 11 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 8.220 s May 29 2018 MiTek Industries,Inc.Thu Nov 1 09:26:51 2018 Page 1 g�12ID:FNb,4K.dd9ZFYk_DDmtgN5RUHGz1nB9-?h08pgLucjDV2WdDpKa2GvN0s8yOzwcObggQsiyNaSo 2-6-0 Y— 11 2-0-0 QI i 0-11-8 Scale=1:41.4 2x4 11 2x4 11 3x8 = 2x4 I I 2x4 H 4x12 = 2x4 H 3x8= 4x4 = 4x4= 3x6 FP= 2x4 I I 4x12= 3x6 = 1 2 3 4 5 6 7 8 9 10 11 12 13 V \ / R / l_s_c 23 o 22 21 20 19 18 17 16 15 14 4x8 = 4x12 = 3x6 FP= 2x4 H 2x4 H 4x12 = 4x8= 4x12 SP= 4x6= 4x6 = I 11-2-12 112-2-12113-2-12I _ 24-2-12 I 11-2-12 1-0-0 1-0-0 11-0-0 Plate Offsets(X,Y)— [2:0-5-12,Edge],[4:0-3-12,Edge],[6:0-1-8,Edge],[7:0-1-8,Edge],[12:0-5-8,Edge],[13:0-1-8,Edge],[14:Edge,0-1-8],[16:0-2-0,Edge],[17:0-1-8,0-0-0],[18:0-1-8 ,Edqe],[22:Edge,0-1-8],[23:0-1-8,0-1-81 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.53 Vert(LL) -0.45 17-18 >644 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.78 Vert(CT) -0.79 17-18 >367 360 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.12 14 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-RH Weight:113 lb FT=10%F,10%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G(flat) end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 22=882/0-2-12,14=877/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2972/0,3-4=-2972/0,4-5=-4302/0,5-6=-4302/0,6-7=-4352/0,7-6=-4309/0, 8-9=-4309/0,9-10=-4309/0,10-11=-2999/0,11-12=-2999/0 BOT CHORD 21-22=0/1691,20-21=0/3828,19-20=0/3828,18-19=0/4352,17-18=0/4352,16-17=0/4352, 15-16=0/3844,14-15=0/1726 WEBS 2-22=-1870/0,2-21=0/1416,4-21=-946/0,4-19=0/573,6-19=-477/282,12-14=-1897/0, 12-15=0/1407,10-15=-934/0,10-16=0/597,8-16=-259/186,7-16=-606/378 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)A plate rating reduction of 20%has been applied for the green lumber members. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)22. 4)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)Required 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. co PRO 6)CAUTION,Do not erect truss backwards. `�L3 P R OFen LOAD CASE(S) Standard �6N. �GNGINZ4c9 s<22.,_ A & RRIL 89200PE < 40 �ov W S '� 0 -7, ,�OREGONI �4,in 1:r -AT 7O R y 14, 2.° "i- ��24., 4 rs R�.e' �E'R R Il.�- oloNALE� EXPIRES: 12-31-2019 November 1,2018 mit ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must 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 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/q" Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property or offsets are indicated. PersonalInjury (Drawings not to scale) Damage In ry Ira= Dimensions are in ft-in-sixteenths. I4 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 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I _ p bracing should be considered. O= 3. Never exceed the design loading shown and never jr_4111110, U U stack materials on inadequately braced trusses. a O 4. Provide copies of this truss design to the building C7-8 C6-7 C5-6 1— For designer,erection supervisor,property owner and For 4 x 2 orientation,locate BOTTOM CHORDS all other interested parties. p P y plates 0- /id' 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 ANSUTPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE I 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 Trusses are designed for wind loads in the plane of the specified. �// Indicated by symbol shown and/or by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at li 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. till.10 IIndicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reservedapproval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. NMI MI 18.Use of green or treated lumber may pose unacceptable P environmental,health or performance risks.Consult with project engineer before use. Industry Standards: Mil ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, I\Iil '�� a 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