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Plans (4) E367-2S b Truss Truss Type Qty Ply 21367-2S K5961310 A01 MONO TRUSS 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s N6v 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:08 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-Cu8S3PE7N6dJoV5nyPpVjif9D6_?KzztGPQocFzS4Kz 5-5-8 10-5-8 15-5-8 20-5-8 25-5-8 29-0-0 5-5-8 5-0-0 5-0-0 5-0-0 5-0-0 3-6-8 Scale=1:51.1 I 4x6 = 0.25 12 4x6 = 8x12 = 4x8 = II 1 5x8 = 5x8 = 4x8 = 3x4 = 3x4 = 16 1 19 20 2 21 3 22 23 244 25 5 26 6 27 7 _ _ h -- N �a • r O N G ® ^ � _ N I 1 = �� � 0 �� � _ o .. -- 18 I' 14 28 13 29 12 30 11 31 10 32 9 33 8 3x6 ( 5x8 = 3x6 = 8x10 M18SHS = 3x4 = 4x6 = 8x8 = I 2-11-8 7-11-8 12-11-8 17-11-8 22-11-8 29-0-0 2-11-8 5-0-0 5-0-0 5-0-0 5-0-0 6-0-8 late Offsets(X,V)-- [1:0-7-4,Edge],[5:0-3-12,0-3-0],[8:Edge,0-3-8],[17:0-3-0,0-1-0] lip ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 1.00 Vert(LL) -0.41 10-11 >820 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.97 Vert(CT) -0.74 10-11 >453 240 M18SHS 220/195 ICDL 11.0 Rep Stress Incr NO WB 0.93 Horz(CT) 0.03 18 n/a n/a CLL 0.0 * Code 1BC2015/TP12014 Matrix-MS Wind(LL) 0.30 10-11 >999 240 Weight:138 lb FT=20% CDL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-5:2x4 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 7-3-14 oc bracing. OT CHORD 2x4 DF 2400F 2.0E JEBS 2x4 DF Stud/Std*Except* 15-17,16-18:2x6 DF 1800F 2.1E,1-13:2x4 DF No.1&Btr OTHERS 2x4 DF No.i&Btr 1EACTIONS. (lb/size) 17=2232/0-5-8,18=2068/0-5-8 Max Horz 17=189(LC 9) Max Uplift 17=-435(LC 8),18=-468(LC 12) IRCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 14-17=-103/521,1-17=-2194/442,1-2=-2464/512,2-3=-5860/1133,3-4=-6951/1331, 4-5=-6305/1212,5-6=-4082/796,8-18=-351/1965,7-18=-491/145 BOT CHORD 12-13=-916/4717,11-12=-1288/6811,10-11=-1309/6962,9-10=-1044/5566, 8-9=-486/2554 I EBS 1-13=-515/2881,2-13=-2798/587,2-12=-209/1404,3-12=-1211/295,3-11=-219/522, 4-11=-305/435,4-10=-855/215,5-10=-129/993,5-9=-1960/423,6-9=-317/2040, 6-8=-3150/618 OTES- ti f� Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; ��T`V PRVFr t� MWFRS(envelope)gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-74 to 28-4-12 zone;cantilever left and right C exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate �C- kkGI NEs. /'o grip DOL=1.60 7 rr TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 �f �' Provide adequate drainage to prevent water ponding. 89200PE t' Allh plates are plates esig unless or otherwise indicated. 0 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 41111,` '� 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide or will fit between the bottom chord and any other members. • Cr , Bearing at joint(s)17,18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify OREGONcapacity of bearing surface. 1. .I "/ ''... Provide18.mechanical connection(by others)of truss to bearing plate capable of withstanding 435 lb uplift at joint 17 and 468 lb uplift <0 J111'' 14, `,4 4Load ca e(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32,33,34, `r R r. 35,36,37,38,39,40,41,42,43,44,45,46,47,48,49,50,51 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. EXPIRES: G1- {1 9 This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. April 11,2019 1)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ntinued on page 2 �� IL WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 5111-7473II-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 �a building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IYI 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 ANSI/TPIf Qulity Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314.aCorona,CA 92880 I b Truss Truss Type Qty Ply 21367-2S 0K5961310 367-2S A01 MONO TRUSS 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:08 2019 Page 2 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-Cu8S3PE7N6dJoV5nyPpVjif9D6_?KzztGPQocFzS4Kz OTES- 2) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 0-2-12,and 82 lb up at 28-9-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard I)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:23-24=-112,8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-82 ITrapezoidal Loads(plf) Vert:1=-163-to-23=-112,24=-112-to-7=-163 Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:23-24=-94,8-14=-18 IConcentrated Loads(Ib) Vert:7=82 1=-71 Trapezoidal Loads(plf) Vert:1=-138-to-23=-94,24=-94-to-7=-138 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 lUniform Loads(plf) Vert:23-24=-49,8-14=-38 Concentrated Loads(Ib) Vert:7=82 1=-55 Trapezoidal Loads(plf) IVert:1=-83-to-23=-49,24=-49-to-7=-83 Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-53,23-24=30,7-16=-46,8-14=-11 Horz:1-14=16,1-15=53,1-20=-37,7-20=-31,7-8=29,7-16=46 Concentrated Loads(Ib) Vert:7=82 1=16 Trapezoidal Loads(plf) Vert:1=46-to-20=44,20=38-to-23=30,24=30-to-7=40 tDead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=46,23-24=28,7-16=48,8-14=-11 Horz:1-14=-29,1-15=-46,1-7=-31,7-8=-16,7-16=-48 Concentrated Loads(Ib) Vert:7=82 1=11 111 Trapezoidal Loads(plf) Vert:1=35-to-23=28,24=28-to-7=35 Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-30,23-24=-64,7-16=-46,8-14=-18 Horz:1-14=-19,1-15=30,1-7=11,7-8=-26,7-16=46 Concentrated Loads(Ib) Vert:7=82 1=-63 Trapezoidal Loads(plf) Vert:1=-103-to-23=-64,24=-64-to-7=-103 Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=46,23-24=-64,7-16=30,8-14=-18 Horz:1-14=26,1-15=46,1-7=11,7-8=19,7-16=-30 IConcentrated Loads(Ib) Vert:7=82 1=-63 Trapezoidal Loads(plf) Vert:1=-103-to-23=-64,24=-64-to-7=-103 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads( ) Vert:1-15=-43,23-24=35,7-16=-29,8-14=-11 Horz:1-14=15,1-15=43,1-7=-36,7-8=19,7-16=29 Concentrated Loads(Ib) Vert:7=82 1=15 ITrapezoidal Loads(plf) Vert:1=44-to-23=35,24=35-to-7=44 Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,23-24=25,7-16=43,8-14=-11 Horz:1-14=-19,1-15=-29,1-7=-20,7-8=-15,7-16=43 I Concentrated Loads(Ib) Vert:7=82 1=27 Trapezoidal Loads(plf) Vert:1=42-to-23=25,24=25-to-7=42 Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 10 ntimlerl on nanR 3 AI WARNING • -Verrfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.70/0312015 BEFORE USE. mils 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 NM=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 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 b Truss Truss Type Qty Ply 21367-2S K5961310 367-25 A01 MONO TRUSS 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 5 Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:08 2019 Page 3 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-Cu8S3PE7N6dJoV5nyPpVjif9D6_?KzztGPQocFzS4Kz IAD CASE(S) Standard Uniform Loads(plf) Vert:1-15=-43,23-24=-36,7-16=-29,8-14=-18 Horz:1-14=25,1-15=43,1-7=-25,7-8=9,7-16=29 IConcentrated Loads(Ib) Vert:7=82 1=-81 Trapezoidal Loads(plf) Vert:1=-86-to-23=-36,24=-36-to-7=-86 11) Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,23-24=-32,7-16=43,8-14=-18 Horz:1-14=-9,1-15=-29,1-7=-10,7-8=-25,7-16=-43 Concentrated Loads(lb) Vert:7=82 1=-41 111 Trapezoidal Loads(plf) Vert:1=-58-to-23=-32,24=-32-to-7=-58 Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,23-24=35,7-16=-29,8-14=-11 Horz:1-14=12,1-15=-29,1-7=-36,7-8=17,7-16=29 Concentrated Loads(Ib) Vert:7=82 1=15 Trapezoidal Loads(plf) Vert:1=44-to-23=35,24=35-to-7=44 Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,23-24=19,7-16=-29,8-14=11 Horz:1-14=-17,1-15=-29,1-7=-20,7-8=-12,7-16=29 si Concentrated Loads(lb) Vert:7=82 1=14 Trapezoidal Loads(plf) Vert:1=27-to-23=19,24=19-to-7=27 14) Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,23-24=35,7-16=-29,8-14=-11 Horz:1-14=12,1-15=-29,1-7=-36,7-8=17,7-16=29 Concentrated Loads(lb) Vert:7=82 1=15 Trapezoidal Loads(plf) IVert:1=44-to-23=35,24=35-to-7=44 Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,23-24=19,7-16=-29,8-14=-11 Horz:1-14=-17,1-15=-29,1-7=-20,7-8=-12,7-16=29 Concentrated Loads(Ib) Vert:7=82 1=14 Trapezoidal Loads(plf) Vert:1=27-to-23=19,24=19-to-7=27 I) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,23-24=-29,7-16=-29,8-14=-18 Horz:1-14=23,1-15=-29,1-7.25,7-8=7,7-16=29 Concentrated Loads(Ib) Vert:7=82 1=-68 Trapezoidal11 Load:1=-7 -to) - Vert:1=-72-to-23=-29,24=-29-to-7=-72 Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,23-24=-45,7-16=-29,8-14=-18 Horz:1-14=-7,1-15=-29,1-7=-10,7-8=-23,7-16=29 Concentrated Loads(lb) Vert:7=82 1=-68 Trapezoidal Loads(plf) Vert:1=-87-to-23=45,24=-45-to-7=-87 Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(lb) Vert:7=82 1=-36 Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 9) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-33,23-24=-91,7-16=-22,8-14=-18 Horz:1-14=19,1-15=33,1-7=-19,7-8=6,7-16=22 Concentrated Loads(Ib) Vert:7=82 1=-104 ntinitmd an acne 4 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mit-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 ma,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'always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the ra fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS!?PI7 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 b Truss Truss Type Qty Ply 21367-2S K5961310 367-2S A01 MONO TRUSS 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:08 2019 Page 4 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-Cu8S3PE7N6dJoV5nyPpVjif9D6_?KzztGPQocFzS4Kz OAD CASE(S) Standard Trapezoidal Loads(plf) Vert:1=-156-to-23=-91,24=-91-to-7=-156 20) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 111 Uniform Loads(plf) Vert:1-15=22,23-24=-88,7-16=33,8-14=-18 Horz:1-14=-6,1-15=-22,1-7=-8,7-8=-19,7-16=-33 Concentrated Loads(Ib) Vert:7=82 1=-74 Trapezoidal Loads(plf) Vert:1=-135-to-23=-88,24=-88-to-7=-135 1) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=22,23-24=-86,7-16=-22,8-14=-18 Horz:1-14=17,1-15=-22,1-7=-19,7-8=5,7-16=22 Concentrated Loads(Ib) Vert:7=82 1=-94 Trapezoidal Loads(plf) Vert:1=-145-to-23=-86,24=-86-to-7=-145 12) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=22,23-24=-98,7-16=-22,8-14=-18 Horz:1-14=-5,1-15=-22,1-7=-8,7-8=-17,7-16=22 Concentrated Loads(Ib) Vert:7=82 1=-94 I Trapezoidal Loads(plf) Vert:1=-157-to-23=-98,24=-98-to-7=-157 23) Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 UniformLoads Vert:23-24=-98,) Vert: 8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-73 Trapezoidal Loads(plf) Vert:1=-143-to-23=-98,24=-98-to-7=-143 I4) 1st Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-536 Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 15)2nd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 19=-500 Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 6)3rd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 21=-500 ITrapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 7)4th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(Ib) IVert:7=82 1=-36 22=-500 Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 28)5th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 25=-500 Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 19)6th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 26=-500 Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 ntinuarf on nano 5 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall smog building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek mit 250 Klug Circle 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 TP/1 Quality Criteria,OSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-2S K5961310 367-2S it A01 MONO TRUSS 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:08 2019 Page 5 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-Cu8S3PE7N6dJoV5nyPpVjif9D6_?KzztGPQocFzS4Kz AD CASE(S) Standard 7th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 �O Uniform Loads(plf) Vert:23-24=-40,8-14=-18 I Concentrated Loads(Ib) Vert:7=82 1=-36 27=-500 Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 31)8th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 I Uniform Loads(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(Ib) Vert:7=-418 1=-36 Trapezoidal Loads(plf) Vert:1=63-to-23=-40,24=-40-to-7=-63 9th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(Ib) Vert:7=-4181=-36 Trapezoidal Loads(plf) Vert:1=-63-to-23=40,24=-40-to-7=-63 33) 10th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) I Vert:23-24=-40,8-14=-18 ' Concentrated Loads(Ib) Vert:7=82 1=-36 2=-500 Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 14 11th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 3=-500 I Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 5) 12th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 4=-500 Trapezoidal Loads(plf) Vert:1=-63-to-23=40,24=-40-to-7=-63 16) 13th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(Ib) Vert:5=-500 7=82 1=-36 Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 14th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=40,8-14=-18 1 Concentrated Loads(Ib) Vert:7=82 1=-36 6=-500 Trapezoidal Loads(plf) Vert:1=-63-to-23=40,24=-40-to-7=-63 38) 15th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 IUniform Loads(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(Ib) Vert:7=-418 1=-36 Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 19) 16th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=40,8-14=-18 Concentrated Loads(Ib) 4 Vert:7=82 1=-36 28=-500 Trapezoidal Loads(plf) Vert:1=-63-to-23=40,24=-40-to-7=-63 0) 17th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 29=-500 ntinued on oaae 6 / A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. le�p 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,Tekg 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 TP/f Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-2S K5961310 367-2S A01 MONO TRUSS 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:08 2019 Page 6 I D:B RY3axW kgv6k2 RkzwEh B9dzj VxF-Cu8S3 P E7N6dJoV 5ny PpVj if9D6_?KzztG PQoc FzS4Kz TOAD CASE(S) Standard Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 41) 18th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 30=-500 Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 I2) 19th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 31=-500 Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 43)20th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) I Vert:23-24=-40,8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 32=-500 Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 14)21st Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 33=-500 Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 5)22nd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(Ib) Vert:7=82 14=-500 1=-36 Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 16)23rd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 13=-500 Trapezoidal Loads(plf) 17 Vert:1=-63-to-23=-40,24=-40-to-7=-63 24th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 in Concentrated Loads(Ib) Vert:7=82 1=-36 12=-500 Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 48)25th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) IVert:23-24=-40,8-14=-18 Concentrated Loads(Ib) Vert:7=82 11=-500 1=-36 Trapezoidal Loads(plf) Vert:1=-63-to-23=40,24=-40-to-7=-63 19 26th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 10=-500 IITrapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 0)27th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 9=-500 Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 1'1)28th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 iiiiiiiiiiiiv M. ir A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' 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 ANSI?PI1 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 b Truss Truss Type Qty Ply 21367-2S K5961310 367-2S A01 MONO TRUSS 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:08 2019 Page 7 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-Cu8S3PE7N6dJoV5nyPpVjif9D6_?KzztGPQocFzS4Kz IOAD CASE(S) Standard Concentrated Loads(Ib) Vert:7=82 1=-36 8=-500 Trapezoidal Loads(pif) IVert:1=-63-to-23=-40,24=-40-to-7=-63 I I I I I I 1 I I j I I I 1A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M!1-7473 rev.10/0312015 BEFORE USE. w Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 111 1 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Ibuilding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M'Tek 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 ANSUTPII 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 21367-2S 367-2S A01-G MONO TRUSS 2 n K5961311 L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:09 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-g4igGIFIBQIAPegzW7KkFvCGNWN23Ry1 U39L8hzS4Ky 5-5-6 10-5-8 15-5-8 20-5-8 25-5-8 I 29-0-0 5-5-8 5-0-0 5-0-0 5-0-0 5-0-0 3-6-8 Scale=1:51.1 I 4x6 = 0.25 12 4x6 = 5x12 = _ 4x8 = 1 5x6 = 4x6 = 3x8 = 3x4 = 3x4 = 16 ,Ni‘ir,A1 /01 1 19 2 20 3 21 22 234 24 5 25 6 26 7 ....N C O �����• c cti N .., -- � _ 18 Io 4 27 13 28 12 29 11 30 10 31 9 32 8 33 I 3x4 II 4x6 = 3x4 = 5x6 M18SHS = 3x4 = 3x6 = 4x8 = I 2-11-8 7-11-8 12-11-8 17-11-8 22-11-8 29-0-0 2-11-8 5-0-0 5-0-0 5-0-0 5-0-0 6-0-8 late Offsets(Xy)-- [1:0-7-4,0-3-0],[5:0-3-0,0-3-0],[11:0-4-0,0-3-4] 11/0 DING (psf) CLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.31 10-11 >999 360 MT20 220/195 CDL 11.0 Lumber DOL 1.15 BC 0.79 Vert(CT) -0.56 10-11 >597 240 M18SHS 220/195 LL 0.0 Rep Stress Incr NO WB 0.88 Horz(CT) 0.02 18 n/a n/a DL 9,0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.24 10-11 >999 240 Weight:275 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 4-1-14 oc purlins, T CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 15-17,16-18:2x6 DF 1800F 2.1 E OTHERS 2x4 DF No.1&Btr l EACTIONS. (lb/size) 17=2992/0-5-8,18=2817/0-5-8 Max Horz 17=189(LC 5) Max Uplift 17=520(LC 4),18=-647(LC 8) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. P CHORD 14-17=-87/536,1-17=-2921/519,1-2=-3394/738,2-3=-8066/1665,3-4=-9594/1969, 4-5=-8691/1788,5-6=-5622/1168,8-18=-525/2685,7-18=-504/154 OT CHORD 12-13-1311/6369,11-12=-1886/9304,10-11=-1926/9532,9-10=-1527/7578, 8-9=-694/3425 tEBS 1-13=-786/3996,2-13=-3693/798,2-12=-378/2087,3-12=-1575/378,3-11=-136/605, 4-11=-263/476,4-10=-1095/269,5-10=-251/1453,5-9=-2581/568,6-9=-537/2936, 6-8=-4212/871 NOTES- 2-ply truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-7-0 oc. 5f nC F{a�� Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. �S,\ Webs connected as follows:2x4-1 row at 0-9-0 oc. ` G1 N (S'` 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ~ ®- Iply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. LCI -Yi+ Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; :92 a Y„. MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate `// grip DL:ASC 0 / `• � 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 /• Provide adequate drainage to prevent water ponding.0 a All plates are MT20 plates unless otherwise indicated. Ct- 9 OREGON 1L/ This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I. ,�DtA. *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide '' 4} 7 110 4- will fit between the bottom chord and any other members. J I?,Bearing at joint(s)17,18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify + R`L' capacity of bearing surface. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 520 lb uplift at joint 17 and 647 lb uplift EXPIRES: 2- 1 at joint 18. April 11,2019 ntinued on oaae 2 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 T building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing �'IPkg milit 250 Klug Circle 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 ANS4TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 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 21367-2S 367-2S A01-G MONO TRUSS K5961311 2 n L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:09 2019 Page 2 OTES- ID:BRY3axWkgv6k2RkzwEhB9dzjvxF-g4igGIFI8QIAPegzW7KkFvCQNWN23Ry1 U39L8hzS4Ky 1) Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32,33,34,35,36,37,38,39,40,41,42,43,44, I 45,46,47 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 12)This truss has been designed for a moving concentrated load of 250.01b live and 250.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. I3)Girder carries tie-in span(s):4-0-0 from 0-0-0 to 28-1-0 4)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 5) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)82 lb up at 28-9-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. IOAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:22-23=-132,14-33-53(F=-35),8-33=-18 Concentrated Loads(Ib) IVert:7=82 1.82 Trapezoidal Loads(plf) Vert:1.183-to-22=-132,23=-132-to-7=-183 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) IVert:22-23=-111,14-33=-48(F=-30),8-33=-18 Concentrated Loads(Ib) Vert:7=82 1=-82 Trapezoidal Loads(plf) Vert:1=-155-to-22=-111,23=-111-to-7=-155 IDead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-62,14-33=-53(F=-15),8-33=-38 Concentrated Loads(lb) Vert:7=82 1=-82 Trapezoidal Loads(plf) Vert:1=-96-to-22=-62,23=-62-to-7=-96 Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-43,22-23=38,7-16=-29,14-33=-1(F=9),8-33=-11 Horz:1-14=15,1-15=43,1-7=-36,7-8=19,7-16=29 I Concentrated Loads(lb) Vert:7=82 1=-82 Trapezoidal Loads(plf) Vert:1=48-to-22=38,23=38-to-7=48 IDead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,22-23=31,7-16=43,14-33=-1(F=9),8-33=-11 Horz:1-14=-19,1-15=-29,1-7=-20,7-8=-15,7-16=-43 Concentrated Loads(Ib) IVert:7=82 1=-82 Trapezoidal Loads(plf) Vert:1=48-to-22=31,23=32-to-7=48 6)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 is Uniform Loads(plf) II Vert:1-15=-43,22-23=-56,7-16=-29,14-33=-48(F=-30),8-33=-18 Horz:1-14=25,1-15=43,1-7=-25,7-8=9,7-16=29 Concentrated Loads(Ib) Vert:7=82 1=-82 ITrapezoidal Loads(plf) Vert:1=-106-to-22=-56,23=-56-to-7=-106 Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(p8) Vert:1-15=29,22-23=-42,7-16=43,14-33=-48(F=-30),8-33=-18 Horz:1-14.9,1-15=-29,1-7.10,7-8=-25,7-16=-43 Concentrated Loads(Ib) Vert:7=82 1=-82 Trapezoidal Loads(plf) Vert:1=-68-to-22=-42,23=-42-to-7=-68 IDead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,22-23=38,7-16=-29,14-33=-1(F=9),8-33=-11 Horz:1-14=12,1-15=-29,1-7=-36,7-8=17,7-16=29 Concentrated Loads(Ib) Vert:7=82 1=-82 Trapezoidal Loads(plf) Vert:1=48-to-22=38,23=38-to-7=48 Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,22-23=22,7-16=-29,14-33=-1(F=9),8-33=-11 Horz:1-14=-17,1-15=-29,1-7=-20,7-8=-12,7-16=29 Concentrated Loads(Ib) Vert:7=82 1=-82 ntinued on oaae 3 __ t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. MI 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 hi R A'T k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII 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 Truss Truss Type Qty Ply 21367-2S K5961311 367-2S A01-G MONO TRUSS 2 A G Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:09 2019 Page 3 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-g4igGIFI8QIAPegzW7KkFvCQNWN23Ry1 U39L8hzS4Ky 'OAD CASE(S) Standard Trapezoidal Loads(plf) Vert:1=30-to-22=22,23=22-to-7=30 10) Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 IUniform Loads(plf) Vert:1-15=29,22-23=38,7-16=-29,14-33=-1(F=9),8-33=-11 Horz:1-14=12,1-15=-29,1-7=-36,7-8=17,7-16=29 Concentrated Loads(Ib) Vert:7=82 1=-82 ITrapezoidal Loads(plf) Vert:1=48-to-22=38,23=38-to-7=48 1) Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,22-23=22,7-16=-29,14-33=-1(F=9),8-33=-11 Horz:1-14=-17,1-15=-29,1-7=-20,7-8=-12,7-16=29 Concentrated Loads(Ib) Vert:7=82 1=-82 Trapezoidal Loads(plf) Vert:1=30-to-22=22,23=22-to-7=30 1112)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,22-23=-46,7-16=-29,14-33=-48(F=-30),8-33=-18 Horz:1-14=23,1-15=29,1-7=-25,7-8=7,7-16=29 Concentrated Loads(Ib) Vert:7=82 1=-82 Trapezoidal Loads(plf) Vert:1=-88-to-22=-46,23=-46-to-7=-88 13) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,22-23-61,7-16=-29,14-33=-48(F=-30),8-33=-18 Horz:1-14=-7,1-15=29,1-7=-10,7-8=-23,7-16=29 Concentrated Loads(Ib) Vert:7=82 1=-82 Trapezoidal Loads(plf) Vert:1=-104-to-22=-61,23=-61-to-7=-104 I4) Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:22-23=-49,14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) IVert:7=82 1=-82 Trapezoidal Loads(plf) Vert:1=-71-to-22=-49,23=-49-to-7=-71 15) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 1 Uniform Loads(plf) Vert:1-15=-33,22-23=-116,7-16=-22,14-33=-59(F=-41),8-33=-18 Horz:1-14=19,1-15=33,1-7=-19,7-8=6,7-16=22 Concentrated Loads(Ib) Vert:7=82 1=-82 Trapezoidal Loads(plf) IVert:1=-181-to-22=-116,23=-116-to-7=-181 Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=22,22-23=-106,7-16=33,14-33=-59(F=-41),8-33=-18 Horz:1-14=-6,1-15=-22,1-7=-8,7-8=-19,7-16=-33 Concentrated Loads(Ib) Vert:7=82 1=-82 Trapezoidal Loads(plf) Vert:1=-153-to-22=-106,23=-106-to-7=-153 7) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=22,22-23=-109,7-16=-22,14-33=-59(F=-41),8-33=-18 Horz:1-14=17,1-15=-22,1-7=-19,7-8=5,7-16=22 Concentrated Loads(Ib) Vert:7=82 1=-82 Trapezoidal Loads(plf) Vert:1=-168-to-22=-109,23=-109-to-7=-168 8) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=22,22-23=-121,7-16=-22,14-33=-59(F=-41),8-33=-18 I Horz:1-14=-5,1-15=-22,1-7=-8,7-8=-17,7-16=22 Concentrated Loads(Ib) Vert:7=82 1=-82 Trapezoidal Loads(plf) Vert:1=-179-to-22=-121,23=-121-to-7=-179 19 Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:22-23=-115,14-33=-53(F-35),8-33=-18 ntimtpd on nane 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 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 1� Q a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 1a� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IYI IT@k4 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/r'PI7 ua250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 2231Q4lity Criteria,OSB-89 and BCS/Building Component amen. Corona,CA 92880 lb Truss Truss Type Qty Ply 21367-2S K5961311 367-2S A01-G MONO TRUSS 2 e� L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:09 2019 Page 4 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-g4igGIFI8QIAPeg;;rW7KkFvCQNWN23Ry1 U39L8hzS4Ky TOAD CASE(S) Standard Concentrated Loads(Ib) Vert:7=82 1=-82 Trapezoidal Loads(plf) Vert:1=-161-to-22=-115,23=-115-to-7=-161 0) 1st Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=49,14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) IVert:7=82 1=-582 Trapezoidal Loads(plf) Vert:1=-71-to-22=-49,23=-49-to-7=-71 21)2nd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) I Vert:22-23=-49,14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:7=82 1=-82 19=-500 Trapezoidal Loads(plf) Vert:1=-71-to-22=-49,23=-49-to-7=-71 12)3rd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49,14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:7=82 1=-82 20=-500 I Trapezoidal Loads(plf) Vert:1=-71-to-22=-49,23=-49-to-7=-71 4th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49,14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:7=82 1=-82 21=-500 Trapezoidal Loads(plf) Vert:1=-71-to-22=-49,23=-49-to-7=-71 114) 5th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49,14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:7=82 1=-82 24=-500 Trapezoidal Loads(plf) Vert:1=-71-to-22=-49,23=-49-to-7=71 5)6th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49,14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:7=82 1=-82 25=-500 Trapezoidal Loads(plf) Vert:1=-71-to-22=-49,23=-49-to-7=-71 26)7th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49,14-33=33(F=15),8-33=18 Concentrated Loads(Ib) Vert:7=82 1=-82 26=-500 Trapezoidal Loads(plf) Vert:1=-71-to-22=49,23=-49-to-7=-71 I7)8th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49,14-33=-33(F=-15),8-33=-18 Concentrated Loads(lb) IIIVert:7=418 1=-82 Trapezoidal Loads(plf) Vert:1=-71-to-22=-49,23=-49-to-7=-71 8)9th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) I Vert:22-23=-49,14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:7=-418 1=-82 Trapezoidal Loads(plf) Vert:1=-71-to-22=-49,23=-49-to-7=-71 19) 10th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49,14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:7=821=-822_500 10 Trapezoidal Loads(plf) Vert:1=-71-to-22=49,23=-49-to-7=-71 11th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 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 �R 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 ANSIITPl1 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 b Truss Truss Type Qty Ply 21367-2S K5961311 367-2S A01-G MONO TRUSS 2 n G Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:09 2019 Page 5 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-g4igGIFI8QIAPegzW7KkFvCQNWN23Ry1 U39L8hzS4Ky LOAD CASE(S) Standard Uniform Loads(plf) Vert:22-23=-49,14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) I Vert:7=82 1=-82 3=-500 Trapezoidal Loads(plf) Vert:1=-71-to-22=-49,23=-49-to-7=-71 31) 12th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) I Vert:22-23=49,14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:7=82 1=-82 4=-500 Trapezoidal Loads(plf) Vert:1=-71-to-22=-49,23=-49-to-7=-71 !2) 13th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49,14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:5=-500 7=82 1=-82 I Trapezoidal Loads(plf) Vert:1=-71-to-22=-49,23=-49-to-7=-71 14th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) I Vert:22-23=-49,14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:7=82 1=-82 6=-500 Trapezoidal Loads(plf) Vert:1=-71-to-22=-49,23=-49-to-7=-71 i4) 15th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49,14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:7=418 1=-82 Trapezoidal Loads(plf) Vert:1=-71-to-22=-49,23=-49-to-7=-71 5) 16th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49,14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) IVert: 7=82 1=-82 27=-500 Trapezoidal Loads(plf) Vert:1=-71-to-22=-49,23=-49-to-7=-71 36) 17th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 I Uniform Loads(plf) Vert:22-23=-49,14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:7=82 1=-82 28=-500 Trapezoidal Loads(plf) Vert:1=-71-to-22=-49,23=-49-to-7=-71 17) 18th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49,14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:7=82 1=-82 29=-500 Trapezoidal Loads(plf) Vert:1=-71-to-22=-49,23=-49-to-7=-71 8) 19th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49,14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:7=82 1=-82 30=-500 Trapezoidal Loads(plf) Vert:1=-71-to-22=49,23=-49-to-7=-71 I9)20th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49,14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:7=82 1=-82 31=-500 13 Trapezoidal Loads(plf) Vert:1=-71-to-22=-49,23=-49-to-7=-71 21st Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49,14-33=-33(F=-15),8-33=-18 I Concentrated Loads(Ib) Vert:7=82 1=-82 32=-500 Trapezoidal Loads(plf) Vert:1=-71-to-22=-49,23=-49-to-7=-71 ntinuArl on naae 6 • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ° a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the n fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII 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 b illTruss Truss Type Qty Ply 21367-2S K5961311 367-2S A01-G MONO TRUSS 2 e� G Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:09 2019 Page 6 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-g4iciGIFI8QIAPegzW7KkFvCQNWN23Ry1 U39L8hzS4Ky ,OAD CASE(S) Standard 1)22nd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49,14-33=-33(F=-15),8-33=-18 I Concentrated Loads(Ib) Vert:7=82 14=-500 1=-82 Trapezoidal Loads(plf) Vert:1=-71-to-22=-49,23=-49-to-7=-71 42)23rd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 I Uniform Loads(plf) Vert:22-23=-49,14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:7=82 1=-82 13=-500 Trapezoidal Loads(plf) Vert:1=71-to-22=49,23=-49-to-7=-71 24th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49,14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:7=82 1=-82 12=-500 Trapezoidal Loads(plf) Vert:1=-71-to-22=49,23=-49-to-7=-71 44)25th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) I Vert:22-23=-49,14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:7=82 11=-500 1=-82 Trapezoidal Loads(plf) Vert:1=-71-to-22=-49,23=-49-to-7=-71 15)26th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49,14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:7=82 1—82 10=-500 Trapezoidal Loads(plf) Vert:1=-71-to-22=-49,23=-49-to-7=-71 27th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49,14-33=-33(F=-15),8-33=-18 I Concentrated Loads(Ib) Vert:7=82 1=-82 9=-500 Trapezoidal Loads(plf) Vert:1=-71-to-22=-49,23=-49-to-7=-71 17)28th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49,14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:7=82 1=-82 8=-500 • Trapezoidal Loads(plf) IlVert:1=-71-to-22=-49,23=-49-to-7=-71 I I I I I t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. it 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 MBSq� ** 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 ANSI7TP/1 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 b Truss Truss Type Qty Ply 21367-2S K5961312 367-2S A02 MONO TRUSS 17 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:11 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-cTgbhQHOg 1 OufypMeYMCKKHiaK16XKAJyNeSDazS4Kw 5-5-8 10-5-8 15-5-8 20-5-8 25-5-8 28-9-0 5-5-8 5-0-0 5-0-0 5-0-0 5-0-0 33-8 Scale=1:49.1 I 4x6 = 0.25 12 5x12 = _ 5x6 = 3x8 = 3x4 II 1 3x8 = 3x4 = 22 23 344 24 5 25 6 26 7 8 19 20 2 21 3 N Al. ' �� C I o M c?ctJN 1 Y M!. r� 16 27 15 28 14 29 13 30 12 31 11 32 10 9 I 3x6 I I 4x6 = 3x4 = 5x8 M18SHS = 3x4 = 3x6 = 4x8 = I 2-11-8 7-11-8 12-11-8 17-11-8 22-11-8 28-9-0 2-11-8 5-0-0 5-0-0 5-0-0 5-0-0 5-9-8 LADING te Offsets(X,Y)-- [1:0-7-4,0-3-0],[5:0-3-0,0-3-0],[13:0-4-0,0-3-4] (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL) -0.28 12-13 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.88 Vert(CT) -0.50 12-13 >667 240 M18SHS 220/195 CDL 11.0 Rep Stress Incr NO WB 0.90 Horz(CT) 0.06 10 n/a n/a CLL 0.0 * Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.20 12-13 >999 240 Weight:132 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied or 2-10-13 oc purlins, 1-5:2x4 DF 2400E 2.0E except end verticals. OT CHORD 2x4 DF 2400E 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: EBS 2x4 DF Stud/Std*Except* 8-9-10 oc bracing:13-14 17-18:2x6 DF 1800F 2.1E,7-10:2x4 DF No.1&Btr 8-10-10 oc bracing:12-13. ITHERS 2x4 DF No.1&Btr EACTIONS. (lb/size) 10=1334/0-2-8,18=1625/0-5-8 Max Horz 18=160(LC 9) Max Uplift 10=-244(LC 12),18=-320(LC 8) IORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. OP CHORD 16-18=-102/519,1-18=-1590/327,1-2=-1750/358,2-3=-4090/779,3-4=-4738/891, 4-5=-4181/783,5-6=-2641/488,7-10=-534/55 BOT CHORD 14-15=-672/3320,13-14=-905/4689,12-13=-888/4667,11-12=-680/3607, 10-11=-303/1610 IEBS 1-15=-354/2036,2-15=-1950/428,2-14=-121/1053,3-14=-794/209,3-13=-268/473, 4-13=-258/482,4-12=-706/178,5-12=-92/897,5-11=-1275/300,6-11=-200/1378, 6-10=-1962/405 OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; � � �} PRQF � MWFRS(envelope)gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 28-9-0 zone;cantilever left and right +fit N� / exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate ,a grip DOL=1.60 �?� t s:/ TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.100 4-c O GV V I ->" Provide adequate drainage to prevent water ponding. V All plates are MT20 plates unless otherwise indicated. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide .4411, •Or will fit between the bottom chord and any other members. 0 Cr 4 Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verifyOREGON40 capacity of bearing surface. *�©` k Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. "D ' j r 2a� '� 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 244 lb uplift at joint 10 and 320 lb uplift joint 18.pat 0)This truss has been designed for a moving concentrated load of 250.0Ib live and 250.01b dead located at all mid panels and at all — panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. }(ftl�{Eil: 1 - 1�` 019 1)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at April 11,2019 Intl &l2fArt11awc2lord. The design/selection of such connection device(s)is the responsibility of others. t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. memo mi Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not t 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 Marek` Iis 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 ANSUTP/1 Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-2S K5961312 367-2S A02 MONO TRUSS 17 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:11 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-cTgbhQHOg 1 OufypMeYMCKKHiaK16XKAJyNeSDazS4Kw IOAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:7-23=-72,7-8=-72,9-16=-18 I Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-123-to-23=-72 I I I I I I I I I I I I I I I 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 MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �R 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 MFie k' I 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 ANSUTPII 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 b Truss Truss Type Qty Ply 21367-2S K5961313 367-2S 11 A02-HG MONO TRUSS 2 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:14 2019 Page 1 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-12WjJSJuyyOTWQYxJgwvyyvl FX9Ckl WmeLt6pvzS4Kt 5-5-8 10-5-8 15-5-8 20-1-0 25-5-8 28-9-0 5-5-8 5-0-0 5-0-0 4-7-8 5 4-8 3-3-8 Scale=1:49.4 I 4x6 = 5x12 = 0.25 12 ' 1 5x6 = 3x4 = 4x8 = 3x8 = 1.5x4 3x6 = VI 22 23 4 24 5 25 6 26 7 8 20 2 21 3 I O���� ��,_ =-1-.. 26 n 1' 411111111%11114N 17 27 16 28 15 29 14' 30 13 31 12 32 11 33 f9 _ 10 3x4 3x6 = 3x4 = 7x6 = 3x4 = 3x6 II 3x8 4x6 I 2-11-8 7-11-8 12-11-8 17-11-8 20-1-0I 22-11-8 28-9-0 2-11-8 5-0-0 5-0-0 5-0-0 2-1-8 2-10-8 5-9-8 late Offsets poi-- [1:0-7-8,0-3-0],[3:0-3-0,0-3-0],[14:0-3-0,0-4-8] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL) -0.21 13-14 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.47 Vert(CT) -0.39 13-14 >862 240 CDL 11.0 Rep Stress Incr NO WB 0.67 Horz(CT) 0.02 10 n/a n/a CLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.16 13-14 >999 240 Weight:309 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins, OT CHORD 2x6 DF 1800E 2.1E except end verticals. EBS 2x4 DF Stud/Std`Except BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 18-19:2x6 DF 1800E 2.1 E OTHERS 2x4 DF No.1&Btr I EACTIONS. (lb/size) 10=2382/0-2-8,19=2077/0-5-8 Max Horz 19=157(LC 5) Max Uplift 10_436(LC 8),19=-403(LC 4) 4 ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 17-19=-46/543,1-19=-1987/406,1-2=-2421/481,2-3=-6045/1138,3-4=-7786/1449, 4-5=-8192/1525,5-6=-5426/998,7-10=-533/64 OT CHORD 15-16=-923/4670,14-15=-1373/7219,13-14=-1541/8208,12-13=-1529/8016, 11-12=-1529/8016,10-11=-588/3125 I EBS 1-16=-500/2770,2-16=-2746/576,2-15=-251/1667,3-15=-1467/341,3-14=-122/808, 4-14=-651/215,4-13=-461/452,6-11=-541/3086,6-10=-3784/741,5-12=-429/1732, 5-11=-3206/678,5-13=-176/741 NOTES- )2-ply truss to be connected together with 10d(0.131"x3")nails as follows: R Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-7-0 oc. D Bottom chords connected as follows:2x6-2 rows staggered at 0-6-0 oc. �K( t N s� Webs connected as follows:2x4-1 row at 0-9-0 oc. 1;, 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to (. f'' ®/� ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.I tt/ p "x'' Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; �? 2Q{}PE 1" MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 c . 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 ---.; )Provide adequate drainage to prevent water ponding. I )This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. OREGONto *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide y � '\."'` d � will fit between the bottom chord and any other members. 1k 14+ 2 P} 8)Bearing at joint(s)19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify fllP '�j capacity of bearing surface.I ( } [ Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. 0) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 436 lb uplift at joint 10 and 403 lb uplift EXf iI RE - 1-201 at joint 19. 11)This truss has been designed for a moving concentrated load of 250.OIb live and 250.0Ib dead located at all mid panels and at all April 11,2019 ntIMAMI olgiolibalQnQ the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 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 aT$k° mit 250 Klug Circle 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 ANSUTPl1 Quality Criteria,DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-2S illK5961313 367-2S A02-HG MONO TRUSS 2 n G Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:14 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-12WjJSJuyyOTWQYxJgwvyyvl FX9CklWmeLt6pvzS4Kt OTES- 2)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 3) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 0-2-12 on top chord,and 1899 lb down and 490 lb up at 20-1-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:7-23=-72,7-8=-72,9-17=-18 Concentrated Loads(Ib) Vert:1=-82 12=-1500(F) Trapezoidal Loads(plf) Vert:1=-123-to-23=-72 I I 1 1 I I I I I I I I I �� WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mff-7473 rev.10/0312015 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 �R 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/MI 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 b Truss Truss Type Qty Ply 21367-2S K5961314 367-2S 0 AO2A MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:12 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-4fOzvmleRL81G6OYBFuRtXgsOkPOGs5TA1 O?IOzS4Kv 5-5-8 10-5-8 15-5-8 19-11-8 5-5-8 5-0-0 5-0-0 4-6-0 Scale=1:33.9 I 4x6 = 5x12 = 0.25 12 1 3x4 = 3x4 = 3x8 = 3x6 = 3 19 20 4 21 22 5 1 16 17 2 18 s • weew c c ' 1411pPP°V- '7$ 1� � A N N /Al Il. Kil LI re 13 23 12 24 11 25 10 26 9 27 8 3x6 = 3x4 = 3x4 = 3x6 = 7 3x6 I I 3x4 = I 2-11-8 7-11-8 12-11-8 17-11-8 19-11-8 2-11-8 5-0-0 5-0-0 5-0-0 2-0-0 late Offsets(XX)-- [1:0-7-8,0-3-0] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.92 Vert(LL) -0.08 10-11 >999 360 MT20 220/195 Roof Snow=25.0) Lumber DOL 1.15 BC 0.75 Vert(CT) -0.24 10-11 >961 240 CDL 11.0 Rep Stress Incr NO WB 0.60 Horz(CT) 0.02 8 n/a n/a CLL 0.0 Code IBC2015/TPI2014 9.0 Matrix-MS Wind(LL) 0.06 10-11 >999 240 Weight:94 lb FT=20% CDL LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-5-14 oc purlins, OT CHORD 2x4 DF 2400F 2.0E except end verticals. ✓EBS 2x4 DF Stud/Std`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 14-15:2x6 DF 1800F 2.1E 6-0-0 oc bracing:8-9. OTHERS 2x4 DF No.1&Btr I EACTIONS. (lb/size) 8=964/Mechanical,15=1204/0-5-8 Max Horz 15=153(LC 9) Max Uplift 8=-i77(LC 12),15=-148(LC 8) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 13-15=-105/517,1-15=-1175/156,1-2=-1195/256,2-3=-2451/474,3-4=-2128/401, 4-5=-773/132,5-8=-978/176 OT CHORD 11-12=-461/2210,10-11=-502/2552,9-10=-311/1603 WEBS 1-12=-234/1445,2-12=-1263/306,2-11=-65/650,3-11=-380/332,3-10=-648/167, 4-10=-74/885,4-9=-1180/277,5-9=-163/1220 IOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 19-11-8 zone;cantilever left and right Iexposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �} F R( F fi TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);CategoryII;Exp B;Partially Exp.;Ct=1.10 �G t N��ris`� 3)Provide adequate drainage to prevent water ponding. T 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. >� *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide0 „._'*4.! � ZQV E 4, will fit between the bottom chord and any other members. V Refer to girder(s)for truss to truss connections. Bearing at joint(s)15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ° ,,,,,-2.,:),,, capacity of bearing surface. ::.7 :, - -- IProvide mechanical connection(by others)of truss to bearing plate capable of withstanding 177 lb uplift at joint 8 and 148 lb uplift at joint 15. if_OREGON �({ Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32,33,34, �L� ""TQ . 35,36,37,38,39,40,41,42,43,44,45 has/have been modified.Building designer must review loads to verify that they are correct Y Y 4 �`r for the intended use of this truss. A4 )This truss has been designed for a moving concentrated load of 250.01b live and 250.OIb dead located at all mid panels and at all £R}�t 1 1. panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 1)IEXPERES: 12-31-2019 LOAD CASE(S) Standard April 11,2019 riiiiiiiie NM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. & Design valid for use only with MiTek5r 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. Iis 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 ANSUTPII Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-2S 0K5961314 367-2S A02A MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:12 2019 Page 2 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-4fOzvmleRL81G6OYBFuRtXgsOkPOGs5TA1 O?I0zS4Kv OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:5-20=-72,5-6=-72,7-13=-18 IConcentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-123-to-20=-72 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 I Uniform Loads(plf) Vert:5-20=-59,5-6=-59,7-13=-18 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) IVert:1=-104-to-20=-59 Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:5-20=-22,5-6=-22,7-13=-38 Concentrated Loads(lb) IVert:1=-82 Trapezoidal Loads(plf) Vert:1=-56-to-20=-22 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-14=-55,5-20=22,5-6=17,7-13=-11 IIHorz:1-13=18,1-14=55,1-17=-37,5-17=-31,5-6=-26,5-8=31 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) IVert:1=38-to-17=36,17=30-to-20=22 Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase-1.60 Uniform Loads(plf) Vert:1-14=49,20-21=22,5-21=28,5-6=-8,7-13=-11 Horz:1-13=-31,1-14=-49,1-21=-31,5-21=-37,5-8=-18 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=32-to-20=22 I)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase-1.60,Plate Increase-1.60 Uniform Loads(plf) Vert:1-14=-32,5-20=-33,5-6=-28,7-13=-18 Horz:1-13=-21,1-14=32,1-5=11,5-6=6,5-8=-28 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-73-to-20=-33 Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase-1.60 Uniform Loads(plf) Vert:1-14=49,5-20=-33,5-6=-22,7-13=-18 Horz:1-13=28,1-14=-49,1-5=11,5-8=21 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-73-to-20=-33 Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-14=43,5-20=27,5-6=7,7-13=-11 Horz:1-13=15,1-14=43,1-5=-36,5-6=-15,5-8=19 IConcentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=37-to-20=27 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 I Uniform Loads(plf) Vert:1-14=43,5-20=12,5-6=22,7-13=-11 Horz:1-13=-19,1-14=-43,1-5=-20,5-6=-31,5-8=-15 Concentrated Loads(Ib) Vett:1=-82 ITrapezoidal Loads(plf) Vert:1=29-to-20=12 0) Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-14=-43,5-20=3,5-6=-7,7-13=-18 Horz:1-13=25,1-14=43,1-5=-25,5-6=-15,5-8=9 Concentrated Loads(Ib) Vert:1=-82 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 Mil-ek®connectors.This design is based only upon parameters shown,and is for an individual building component,notMill 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;Tek` 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/TRH 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 b Truss Truss Type Qty Ply 21367-2S K5961314 367-2S AO2A MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:12 2019 Page 3 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-4fOzvmleRL81G6OYBFuRtXgsOkPOGs5TA1 O?10zS4Kv LOAD CASE(S) Standard Trapezoidal Loads(plf) Vert:1=-47-to-20=3 11) Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 I Uniform Loads(plf) Vert:1-14=43,5-20=-12,5-6=9,7-13=-18 Horz:1-13=-9,1-14=-43,1-5=-10,5-6=-31,5-8=-25 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-38-to-20=-12 2) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-14=29,5-20=27,5-6=7,7-13=-11 Horz:1-13=12,1-14=-29,1-5=-36,5-6=-15,5-8=17 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=37-to-20=27 113) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-14=29,5-20=12,5-6=22,7-13=-11 Horz:1-13=-17,1-14=-29,1-5=-20,5-6=-31,5-8=-12 Concentrated Loads(ib) I Vert:1=-82 Trapezoidal Loads(plf) Vert:1=20-to-20=12 14) Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) IIIVert:1-14=29,5-20=27,5-6=7,7-13=-11 Horz:1-13=12,1-14=-29,1-5=-36,5-6=-15,5-8=17 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=37-to-20=27 5) Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-14=29,5-20=12,5-6=22,7-13=-11 Horz:1-13-17,1-14=-29,1-5=-20,5-6=-31,5-8=12 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=20-to-20=12 16) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-14=29,5-20=3,5-6=-7,7-13=-18 Horz:1-13=23,1-14=-29,1-5=-25,5-6=-15,5-8=7 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-32-to-20=3 Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) I Vert:1-14=29,5-20=-12,5-6=9,7-13=-18 Horz:1-13=-7,1-14=-29,1-5=-10,5-6=-31,5-8=-23 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-38-to-20=-12 Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:5-20=-22,5-6=-22,7-13=-18 Concentrated Loads(Ib) Vert:1-82 Trapezoidal Loads(plf) Vert:1=-45-to-20=-22 9)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-14=-33,5-20=-40,5-6=-48,7-13=18 Horz:1-13=19,1-14=33,1-5=-19,5-6=-11,5-8=6 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) 113 Vert:1=-105-to-20=-40 ) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 ntinued on oaae 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ow Design valid for use only with MiTekrE connectors.This design is based only upon parameters shown,and is for an individual building component,not iii t 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/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 b Truss Truss Type Qty Ply 21367-2S K5961314 367-2S AO2A MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:12 2019 Page 4 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-4fOzvm IeRL81G6OYBFuRtXgsokPOGs5TA1 O?I0zS4Kv IOAD CASE(S) Standard Uniform Loads(plf) Vert:1-14=33,5-20=-52,5-6=-37,7-13=-18 Horz:1-13=-6,1-14=-33,1-5=-8,5-6=-23,5-8=-19 I Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-98-to-20=-52 21) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 I Uniform Loads(plf) Vert:1-14=22,5-20=-40,5-6=-48,7-13=-18 Horz:1-13=17,1-14=-22,1-5=-19,5-6=-11,5-8=5 Concentrated Loads(lb) Vert:1=-82 1 Trapezoidal Loads(plf) Vert:1=-94-to-20=-40 Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-14=22,5-20=-52,5-6=-37,7-13=-18 I Horz:1-13=-5,1-14=-22,1-5=-8,5-6=-23,5-8=-17 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-98-to-20=-52 I) Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:5-20=-62,5-6=-62,7-13=-18 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-108-to-20=-62 1st Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:5-20=-22,5-6=-22,7-13=-18 I Concentrated Loads(Ib) Vert:1=582 Trapezoidal Loads(plf) Vert:1=-45-to-20=-22 5)2nd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:5-20=-22,5-6=-22,7-13=-18 Concentrated Loads(Ib) Vert:1=-82 16=-500 Trapezoidal Loads(plf) IVert:1=-45-to-20=-22 3rd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:5-20=-22,5-6=-22,7-13=-18 I Concentrated Loads(Ib) Vert:1=-82 18=-500 Trapezoidal Loads(plf) Vert:1=-45-to-20=-22 27)4th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) I Vert:5-20=-22,5-6=-22,7-13=18 Concentrated Loads(Ib) Vert:1=-82 19=-500 Trapezoidal Loads(plf) Vert:1=-45-to-20=-22 13) 5th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:5-20=-22,5-6=-22,7-13=-18 Concentrated Loads(Ib) Vert:1=-82 22=-500 I Trapezoidal Loads(plf) Vert:1=-45-to-20=-22 6th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:5-20=-22,5-6=-22,7-13=-18 Concentrated Loads(Ib) Vert:5=-500 1=-82 Trapezoidal Loads(plf) Vert:1=-45-to-20=-22 ir) 7th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:5-20=-22,5-6=-22,7-13=-18 ntinued on oaae 5 1 ANo WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev,10/03(2015 BEFORE USE. le* 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 property 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/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 Truss Truss Type Qty Ply 21367-2S it K5961314 67-2S A02A MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:12 2019 Page 5 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-4fOzvm leRL81G6OYBFuRtXgsOkPOGs5TA1 O?I0zS4Kv lirAD CASE(S) Standard Concentrated Loads(Ib) Vert:1=-82 2=-500 Trapezoidal Loads(plf) Vert:1=-45-to-20=-22 I)8th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:5-20=-22,5-6=-22,7-13=-18 Concentrated Loads(Ib) Vert:1=-82 3=-500 Trapezoidal Loads(plf) Vert:1=-45-to-20=-22 32)9th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads ) Vert: -2 Vert:5-20=-22,5-6=-22,7-13=-18 Concentrated Loads(Ib) Vert:1=-82 4=-500 Trapezoidal Loads(plf) Vert:1=-45-to-20=-22 A3) 10th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:5-20=-22,5-6=-22,7-13=-18 Concentrated Loads(Ib) Vert:1=-82 23=-500 t Trapezoidal Loads(plf) Vert:1=-45-to-20=-22 11th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:5-20=-22,5-6=-22,7-13=-18 IConcentrated Loads(Ib) Vert:1=-82 24=-500 Trapezoidal Loads(plf) Vert:1=-45-to-20=-22 5) 12th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:5-20=-22,5-6=-22,7-13=-18 Concentrated Loads(Ib) Vert:1=-82 25=-500 Trapezoidal Loads(plf) Vert:1=-45-to-20=-22 ) 13th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 I Uniform Loads(plf) Vert:5-20=-22,5-6=-22,7-13=-18 I Concentrated Loads(lb) Vert:1=-82 26=-500 Trapezoidal Loads(pit) I Vert:1=-45-to-20=-22 37) 14th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:5-20=-22,5-6=-22,7-13=-18 Concentrated Loads(lb) Vert:1=-82 27=-500 Trapezoidal Loads(plf) Vert:1=-45-to-20=-22 15th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:5-20=-22,5-6=-22,7-13=-18 Concentrated Loads(Ib) Vert:8=-500 1=-82 I Trapezoidal Loads(plf) Vert:1=45-to-20=-22 16th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:5-20=-22,5-6=-22,7-13=-18 Concentrated Loads(Ib) Vert:13=-500 1=-82 Trapezoidal Loads(plf) Vert:1=-45-to-20=-22 I) 17th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:5-20=-22,5-6=-22,7-13=-18 Concentrated Loads(Ib) Vert:1=-82 12=-500 ITrapezoidal Loads(plf) Vert:1=-45-to-20=-22 18th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 'Hued on Daae 6 I .. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mt1-7473 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/TPII 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 ilb Truss Truss Type Qty Ply 21367-2S K5961314 367-2S AO2A MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:12 2019 Page 6 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-4fOzvmleRL81G6OYBFuRtXgsokPOGs5TA1 O?I0zS4Kv IOAD CASE(S) Standard Uniform Loads(plf) Vert:5-20=-22,5-6=-22,7-13=-18 Concentrated Loads(Ib) IVert:1=-82 11=-500 Trapezoidal Loads(plf) Vert:1=-45-to-20=-22 42) 19th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:5-20=-22,5-6=-22,7-13=-18 I Concentrated Loads(Ib) Vert:1=-82 10=-500 Trapezoidal Loads(plf) f Vert:1=-45-to-20=-22 20th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:5-20=-22,5-6=-22,7-13=-18 Concentrated Loads(Ib) Vert:1=-82 9=-500 Trapezoidal Loads(plf) Vert:1=-45-to-20=-22 21st Moving Load:Lumber Increase-1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:5-20=-22,5-6=-22,7-13=-18 Concentrated Loads(Ib) Vert:8=-500 1=-82 I Trapezoidal Loads(plf) Vert:1=-45-to-20=-22 5)22nd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:5-20=-22,5-6=-22,7-13=-18 Concentrated Loads(Ib) Vert:8=-500 1=-82 I Trapezoidal Loads(plf) Vert:1=-45-to-20=-22 i I I I I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MY-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 l a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall k building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Milek` 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?P/f Qu250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314ality Criteria,DSB-89 and BCSI Building Component �� . Corona,CA 92880 b Truss Truss Type Qty Ply 21367-2S K5961315 67-2S A03 MONO TRUSS 26 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:15 2019 Page 1 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-VE36XoKWjG WK7Z77tN R8VASNaxP2T8Avt?cgMLzS4Ks II 5-5-8 10-5-8 15-5-8 20-5-8 25-5-8 28-9-0 5-5-8 5-0-0 5-0-0 5-0-0 5-0-0 3-3-8 Scale=1:49.1 i 4x6 = 0.25 12 5x12 = 5x6 = 3x8 = 3x4 II 3x8 = 3x4 = 3x4 = 19 20 2 21 3 22 23 4 24 5 25 6 26 7 8 N AO' �� ri 'n : md11...-"V I 1 p tlp - I N N ,y WA. u "-IIS Cu 16 27 15 28 14 29 13 30 12 31 11 32 9 10 3x6 H 4x6 = 3x4 = 5x8 M18SHS = 3x4 = 3x6 = 4x8 = I 2-11-8 7-11-8 12-11-8 17-11-8 22-11-8I 28-9-0 2-11-8 5-0-0 5-0-0 5-0-0 5-0-0 5-9-8 Ite Offsets(X,V)-- [1:0-7-4,0-3-0],[5:0-3-0,0-3-0],[13:0-4-0,0-3-4] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL) -0.28 12-13 >999 360 MT20 220/195 Roof Snow=25.0) Lumber DOL 1.15 BC 0.88 Vert(CT) -0.50 12-13 >667 240 M18SHS 220/195 *CDL CLL 11.0 Rep Stress Incr NO WB 0.90 Horz(CT) 0.06 10 n/a n/a 0.0 Code IBC2015/TPI2014 9.0 Matrix-MS Wind(LL) 0.20 12-13 >999 240 Weight:132 lb FT=20% CDL LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied or 2-10-13 oc purlins, 1-5:2x4 DF 2400F 2.0E except end verticals. T CHORD 2x4 DF 2400E 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: EBS 2x4 DF Stud/Std*Except' 8-9-10 oc bracing:13-14 17-18:2x6 DF 1800F 2.1E,7-10:2x4 DF No.1&Btr 8-10-10 oc bracing:12-13. THERS 2x4 DF No.1&Btr EACTIONS. (lb/size) 10=1334/Mechanical,18=1625/0-5-8 Max Horz 18=160(LC 9) Max Uplift 10=-244(LC 12),18=-223(LC 8) IORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 16-18=-102/519,1-18=-1590/230,1-2=-1750/358,2-3=-4090/779,3-4=-4738/891, 4-5=-41811783,5-6=-2641/488,7-10=-534/55 BOT CHORD 14-15=-672/3320,13-14=-905/4689,12-13=-888/4667,11-12=-680/3607, 10-11=-303/1610 I EBS 1-15=-354/2036,2-15=-1950/428,2-14=-121/1053,3-14=-794/209,3-13=-268/473, 4-13=-258/482,4-12=-706/178,5-12=-92/897,5-11=-1275/300,6-11=-200/1378, 6-10=-1962/405 IOTES- Wind: ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; �® PRQFMWFS(envelope)gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 28-9-0 zone;cantilever left and rightG expod;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate h grip DOL=1.60 �`CJ �CiN /5' /© • TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 'p Provide adequate drainage to prevent water ponding. "� g9aQ{O All plates are MT20 plates unless otherwise indicated. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Alir .0":. ''' .., 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Refer to girder(s)for truss to truss connections. 9 �"OREGON Ix Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify rL +7 a�© IC.. � capacity of bearing surface. r 2- `�- 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 244 lb uplift at joint 10 and 223 lb uplift `i 4' 4' tr7 at joint 18. R t�,�•. ) Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32,33,34, 35,36,37,38,39,40,41,42,43,44,45,46,47,48,49,50,51 has/have been modified.Building designer must review loads to EXPIRES: 12-31-2019 verify that they are correct for the intended use of this truss. 11)This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all April 11,2019 .anel.oints alon.the To.Chord and Bottom Chord nonconcurrent with an other live loads. ,ntif]AIeWRRNJNtgeI,grify 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,notINI a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall A 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 b Truss Truss Type Qty Ply 21367-2S K5961315 67-2S A03 MONO TRUSS 26 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:15 2019 Page 2 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-VE36XoKWjG WK7Z77tNR8VASNaxp2T8Avt?cgM LzS4Ks TES- )Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard -1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 I Uniform Loads(plf) Vert:7-23=-72,7-8=-72,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-123-to-23=-72 Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:7-23=-59,7-8=-59,9-16=-18 Concentrated Loads(Ib) 11 Vert:1=-82 Trapezoidal Loads(plf) . Vert:1=-104-to-23=-59 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) IVert:7-23=-22,7-8=-22,9-16=-38 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-56-to-23=-22 Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 111) Uniform Loads(plf) Vert:1-17=-53,7-23=22,7-8=17,9-16=-11 Horz:1-16=16,1-17=53,1-20=-37,7-20=-31,7-8=-26,7-10=29 Concentrated Loads(Ib) Vert:1=-82 I Trapezoidal Loads(plf) Vert:1=38-to-20=36,20=30-to-23=22 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 I Uniform Loads(plf) Vert:1-17=46,6-23=22,6-7=28,7-8=-8,9-16=-11 Horz:1-16=-29,1-17=-46,1-6=-31,6-7=-37,7-10=-16 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=32-to-23=22 : ,Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 I Uniform Loads(plf) Vert:1-17=-30,7-23=-33,7-8=-28,9-16=-18 Horz:1-16=-19,1-17=30,1-7=11,7-8=6,7-10=-26 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-73-to-23=-33 Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=46,7-23=-33,7-8=-22,9-16=-18 Horz:1-16=26,1-17=46,1-7=11,7-10=19 Concentrated Loads(Ib) Vert:1=-82 IIITrapezoidal Loads(plf) Vert:1=-72-to-23=33 Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-43,7-23=27,7-8=7,9-16=-11 Horz:1-16=15,1-17=43,1-7=-36,7-8=-15,7-10=19 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=37-to-23=27 Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=43,7-23=12,7-8=22,9-16=-11 Horz:1-16=-19,1-17=-43,1-7=-20,7-8=-31,7-10=-15 IConcentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=29-to-23=12 10) Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-43,7-23=3,7-8=-7,9-16=-18 Horz:1-16=25,1-17=43,1-7=-25,7-8=-15,7-10=9 ntinued on oaae 3 t MOM 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 M ilek° 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 b Truss Truss Type Qty Ply 21367-2S K5961315 67-2S A03 MONO TRUSS 26 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:15 2019 Page 3 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-V E36XoKWjG WK7Z77tNR8VASNaxP2T8Avt?cgM LzS4Ks TOAD CASE(S) Standard Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) IVert:1=-47-to-23=3 1) Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=43,7-23=-12,7-8=9,9-16=-18 Horz:1-16=-9,1-17=-43,1-7=-10,7-8=-31,7-10=-25 IConcentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-38-to-23=-12 12) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 IUniform Loads(plf) Vert:1-17=29,7-23=27,7-8=7,9-16=-11 Horz:1-16=12,1-17=-29,1-7=-36,7-8=-15,7-10=17 Concentrated Loads(Ib) Vert:1=-82 13 Trapezoidal Loads(plf) Vert:1=37-to-23=27 Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=29,7-23=12,7-8=22,9-16=-11 IIHorz:1-16=17,1-17=-29,1-7=-20,7-8=-31,7-10=-12 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=20-to-23=12 ItDead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=29,7-23=27,7-8=7,9-16=-11 Horz:1-16=12,1-17=-29,1-7=-36,7-8=-15,7-10=17 Concentrated Loads(Ib) IVert:1=-82 Trapezoidal Loads(plf) Vert:1=37-to-23=27 15) Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) IVert:1-17=29,7-23=12,7-8=22,9-16=-11 Horz:1-16=-17,1-17=-29,1-7=-20,7-8=-31,7-10=-12 Concentrated Loads(Ib) Vert:1=-82 I Trapezoidal Loads(plf) Vert:1=20-to-23=12 Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=29,7-23=3,7-8=-7,9-16=-18 Horz:1-16=23,1-17=-29,1-7=-25,7-8=-15,7-10=7 IConcentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-32-to-23=3 17) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=29,7-23=-12,7-8=9,9-16=-18 Horz:1-16=-7,1-17=-29,1-7=-10,7-8=-31,7-10=-23 Concentrated Loads(Ib) Vert:1=-82 t Trapezoidal Loads(plf) Vert:1=-38-to-23=-12 Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 IConcentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 ) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-33,7-23=-40,7-8=-48,9-16=-18 Horz:1-16=19,1-17=33,1-7=-19,7-8=-11,7-10=6 Concentrated Loads(Ib) Vert: s2 TrapezoidallLoads(plf) Vert:1=-105-to-23=-40 ntinued on Daae 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ill Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not mum 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 mit MiTek' Iis 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 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 Truss Truss Type Qty Ply 21367-2S K5961315 1[67-2S A03 MONO TRUSS 26 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:15 2019 Page 4 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-VE36XoKWjG W K7Z77tNR8VASNaxP2T8Avt?cgMLzS4Ks LAD CASE(S) Standard Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=33,7-23=-52,7-8=-37,9-16=-18 Horz:1-16=-6,1-17=-33,1-7=-8,7-8=-23,7-10=-19 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-98-to-23=-52 Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=22,7-23=-40,7-8=48,9-16=-18 Horz:1-16=17,1-17=-22,1-7=-19,7-8=-11,7-10=5 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-94-to-23=-40 22) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=22,7-23=-52,7-8=37,9-16=-18 Horz:1-16=-5,1-17=-22,1-7=-8,7-8=-23,7-10=-17 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) IVert:1=-98-to-23=-52 Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:7-23=-62,7-8=-62,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-108-to-23=-62 24) 1st Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-582 Trapezoidal Loads(plf) IIVert:1=-45-to-23=-22 2nd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 19=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 3rd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 I Concentrated Loads(Ib) Vert:1=-82 21=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 )4th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 22=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 )5th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 IConcentrated Loads(Ib) Vert:1=-82 24=-500 ' Trapezoidal Loads(pit) Vert:1=-45-to-23=-22 29)6th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 iiUniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 25=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 7th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 ed Daae 5 WARNING NING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. t 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 R building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ,Tek" 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/TP[1 Quality Criteria,DSB-89 and BCSI Building Component M 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-2S 1(5961315 67-2S A03 MONO TRUSS 26 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:15 2019 Page 5 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-VE36XoKWjG W K7Z77tNR8VASNaxP2T8Avt?cgMLzS4Ks TOAD CASE(S) Standard Concentrated Loads(Ib) Vert:1=-82 26=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 8th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:7=-5001=-82 Trapezoidal Loads(plf) Vert:1=45-to-23=-22 32)9th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 I Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 2=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 3) 10th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 3=-500 14 Trapezoidal Loads(plf) Vert:1=45-to-23=-22 11th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Veil:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 4=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 5) 12th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:5=-500 1=-82 tTrapezoidal Loads(plf) Vert:1=-45-to-23=-22 13th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(lb) Vert:1=-82 6=-500 Trapezoidal Loads(plf) Vert:1=45-to-23=-22 37) 14th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) IVert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 27=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 I8) 15th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 28=-500 11 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 9) 16th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 29=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 IP) 17th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 30=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 ) 18th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 15 ntimted nn nano 6 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE.11111 1 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 IIII P;Tek4 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/TPI2 Quality Criteria,DSB-89 and BCSI Building Component 250 Rug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-25 K5961315 67-2S A03 MONO TRUSS 26 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 3 Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:15 2019 Page 6 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-VE36XoKWjG W K7Z77tNR8VASNaXP2T8Avt?cgM LzS4Ks IOAD CASE(S) Standard Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) IVert:1=-82 31=-500 , Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 42) 19th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(2 ) IIVert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 32=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 t)20th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:10=-500 1=-82 14 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 21st Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 IConcentrated Loads(Ib) Vert:16=-500 1=-82 Trapezoidal Loads(plf) Vert:1=45-to-23=-22 5)22nd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 15=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 6)23rd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) IVert:1=-82 14=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 47)24th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:13=-500 1=-82 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 13 25th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 12=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 19)26th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 11=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 )27th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 il0 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:10=-500 1=-82 Trapezoidal Loads(plf) Vert:1=45-to-23=-22 )28th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 1 5 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 IConcentrated Loads(Ib) Vert:10=-500 1=-82 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 / A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE ARI-T4 73 rev.10/03/2015 BEFORE USE. t 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 Frei('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/TP/1 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 If Truss Truss Type Qty Ply 21367-2S K5961316 67-2S A03-D MONO TRUSS 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:18 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-vplE9gMP0Buu_1 siYW_r7o3vR8PHgd6LZyrKygzS4Kp 5-5-8 10-5-8 15-5-8 20-5-8 25-5-8 28-9-0 5-5-8 5-0-0 5-0-0 5-0-0 5-0-0 3-3-8 Scale=1:49.4 i 4x6 = 0.25 12 5x12 = i 5x6 = 1.5`4 II 1 18 19 2 20 3 21 22 4 23 5 24 6 25 7 8 Z. O N11111111111600.11/11 . -11011111111111" 4111111141111ronM I;- , cv •.•••.•....• •...... •�..♦�OJ0•1•0•010/• .........��.��T ..............�.��.�..�..�.�4........♦...Z�..1�...........�..4......♦ 6x6 = 111 15 26 14 27 13 28 12 29 11 30 10 31 9 5x6 = I I 2-11-8 I 7-11-8 12-11-8 17-11-8 22-11-8 28-9-0 2-11-8 5-0-0 5-0-0 late 5-0-0 5-0-0 5-9-8 Offsets(X,V)-- [1:0-6-0,0-3-0],[5:0-3-0,0-3-0],[12:0-3-0,0-3-0] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.09 9-10 >743 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.91 Vert(CT) -0.19 9-10 >340 240 DL 11.0 Rep Stress Incr NO WB 0.44 Horz(CT) -0.01 8 n/a n/a CLL 0.0 * Code IBC2015/TPI2014 Matrix-MS Wind(LL) -0.00 9-10 >999 240 Weight:132 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, OT CHORD 2x4 DF No.i&Btr except end verticals. EBS 2x4 DF Stud/Std`Except` BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 16-17:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr EACTIONS. All bearings 28-3-8 except(jt=length)17=0-5-8. (Ib)- Max Horz 17=250(LC 33) Max Uplift All uplift 100 lb or less at joint(s)except 8—482(LC 68),9=-693(LC 33), 15=-124(LC 78),12=-159(LC 32),14=-113(LC 32),13=-216(LC 32),11=-164(LC 1 30),10=119(LC 30),17=-669(LC 30) Max Gray All reactions 250 lb or less at joint(s)8 except 9=955(LC 68),15=510(LC 83),12=713(LC 86),14=692(LC 84),13=773(LC 85),11=698(LC 87),10=726(LC 88),17=710(LC 47) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 1-17=-773/669,1-2=-819/859,2-3=-883/914,3-4=-882/897,4-5=-886/895, 5-6=-925/933,6-7=-1020/996,7-9=-792/311 OT CHORD 14-15=-884/857,13-14=-905/917,12-13=-829/841,11-12=-817/824,10-11=-840/853, 9-10=-863/960 IEBS 1-14=-1013/1019,2-14=-1194/1093,2-13=-1172/1115,3-13=-1159/1101, 3-12=-1083/1049,4-12=-1134/1107,4-11=-1071/1054,5-11=-1171/1147, ,c\to PR Ofit 5-10=-1118/1099,6-10=-1161/1129,6-9=-1146/1142 ��-`� � �N� t�'f/ , NOTES- C? 1- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; 5� MWFRS(envelope)gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 28-9-0 zone;cantilever left and right 89200PE exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.601.4111V011.11"--0°: 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 .• Or Provide adequate drainage to prevent water ponding. 1:::) Cr All plates are 3x4 MT20 unless otherwise indicated. OREGON 0 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide � 40 G�© 91' 14, 4 2ii .r fit between the bottom chord and any other members. Bearing at joint(s)8,17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verifyI 1 capacity of bearing surface. R R 4 �. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 482 lb uplift at joint 8,693 lb uplift at EXPIRES: 11- 019 joint 9,124 lb uplift at joint 15,159 Ib uplift at joint 12,113 Ib uplift at joint 14,216 Ib uplift at joint 13,164 lb uplift at joint 11,119 lb uplift at joint 10 and 669 lb uplift at joint 17. April 11,2019 ..._ may... WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MB-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 MiTek" building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing \I 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 ANSUTPIf Quality Criteria,OSB-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 Truss Truss Type Qty Ply21367-2S 11 K5961316 67-2S A03-D MONO TRUSS 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:18 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-vplE9gM POBuu_1 siYW_r7o3vR8PHgd6LZyrKygzS4Kp irs- Thihis truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 10)This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 28-9-0 for 300.0 plf. )Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 1 . Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 0-2-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard IDead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:7-22=-72,7-8=-72,9-15=-18 Concentrated Loads(Ib) IVert:1=-82 Trapezoidal Loads(plf) Vert:1=-123-to-22=-72 I I 11 I I I I a I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. " Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall l/� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iw iTeIC 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 b Truss Truss Type Qty Ply 21367-2S K5961317 67-2S A04 MONO TRUSS 23 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:19 2019 Page 1 I D:BRY3axWkgv6k2R kzwEhB9dzjVxF-N?JcN9N1 nUOIcBRu6DW4fOc25YkMP?2VncatV6zS4Ko 15-6-0 10-6-0 15-6-0 20-6-0 23-9-8 5-6-0 5-0-0 5-0-0 5-0-0 3-3-8 Scale=1:40.4 I 4x6 = 5x12 = 0.25 12 5x6 = 3x6 = 3x4 II 3x6 = 3x4 = I 17 18 2 19 3 20 21 4 22 5 23 6 7 N :: Z ..44IPIKAIIA161A111‘N.‘ igirrAl& 09 1 MA 14 24 13 25 12 26 11 27 10 28 9 j 3x6 II 3x8 = 5x8 = 3x4 = 3x4 = 8 4x8 = I 3-0-0 8-0-0 13-0-0 18-0-0 23-9-8 3-0-0 5-0-0 5-0-0 5-0-0 5-9-8 late Offsets(X,Y)-- [1:0-7-4,0-3-0],[4:0-3-0,0-3-0],[12:0-4-0,0-3-0] ADING (psf)10 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.96 Vert(LL) -0.14 11-12 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.98 Vert(CT) -0.31 11-12 >884 240 DL f LL 100 '1.0 Rep Stress Incr NO WB 0.71 Horz(CT) 0.03 9 n/a n/a DL g,p Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.10 11-12 >999 240 Weight:111 lb FT=20% LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btrto TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins, T CHORD 2x4 DF No.1&Btr*Except' except end verticals. 8-12:2x4 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 9-3-9 oc bracing. EBS 2x4 DF Stud/Std*Except' 15-16:2x6 DF 1800F 2.1E,6-9:2x4 DF No.1&Btr tETHERS 2x4 DF No.1&Btr ACTIONS. (lb/size) 9=1123/0-2-8,16=1390/0-5-8 Max Horz 16=155(LC 9) Max Uplift 9=-205(LC 12),16=-181(LC 8) litRCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 14-16=-102/518,1-16=1360/189,1-2=-1382/288,2-3=-3020/578,3-4=-3118/590, 4-5=-2112/392,6-9=-533/57 BOT CHORD 12-13=-524/2573,11-12=-643/3318,10-11=-537/2817,9-10=-252/1327 IS 2-13=-1510/347,2-12=-52/799,3-12=-547/159,3-11=-455/237,4-11=-27/666, 4-10=-932/238,5-10=-140/1103,5-9=-1613/342,1-13=-279/1617 ES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 23-9-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate ��} PR OF grip DOL=1.60 �{R Pe,c, TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 `c� L �yG I N W,..) 3)Provide adequate drainage to prevent water ponding. c' fij This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.il �{G/ o *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 89200 P E will fit between the bottom chord and any other members. Bearing at joint(s)16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. r, 0 Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 205 lb uplift at joint 9 and 181 lb uplift at T7 DREG© 4t."joint 16. \''' k Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32,33,34, .6 '1 14 24, 1 35,36,37,38,39,40,41,42,43,44,45,46,47 has/have been modified.Building designer must review loads to verify that they are a� correct for the intended use of this truss. ''f R t O'- IltThis truss has been designed for a moving concentrated load of 250.OIb live and 250.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. EXPIRES: -31-��} Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 11,2019 AD CASE(S) Standard ntt ed WARNING- 2IM ja WAR 1 -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES 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 IVII I®i�` 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?PII 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 b Truss Truss Type Qty Ply 21367-2S K5961317 67-2S A04 MONO TRUSS 23 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:19 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-N?JcN9N 1 nUOIcBRu6DW4f0c25YkMP?2VncatV6zS4Ko OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:6-21=-72,6-7=-72,8-14=-18 IConcentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-123-to-21=-72 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 IUniform Loads(plf) Vert:6-21=-59,6-7=-60,8-14=-18 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-104-to-21=-59 Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:6-21=-22,6-7=-22,8-14=-38 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-56-to-21=-22 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-54,6-21=22,6-7=17,8-14=-11 Horz:1-14=17,1-15=54,1-18=-37,6-18=-31,6-7=-26,6-9=30 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=38-to-18=36,18=30-to-21=22 Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=48,5-21=22,5-6=28,6-7=-8,8-14=-11 Horz:1-14=-30,1-15=48,1-5=-31,5-6=-37,6-9=-17 I Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=32-t0-21=22 IDead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-31,6-21=-33,6-7=-28,8-14=-18 Horz:1-14=-20,1-15=31,1-6=11,6-7=6,6-9=-27 Concentrated Loads(Ib) Vert:1=-82 ilTrapezoidal Loads(plf) Vert:1=-73-to-21=-33 Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=48,6-21=-33,6-7=-22,8-14=-18 Horz:1-14=27,1-15=-48,1-6=11,6-9=20 I Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-73-to-21=-33 11 Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=43,6-21=27,6-7=7,8-14=-11 Horz:1-14=15,1-15=43,1-6=-36,6-7=-15,6-9=19 IConcentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=37-to-21=27 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) IVert:1-15=43,6-21=12,6-7=22,8-14=-11 Horz:1-14=-19,1-15=-43,1-6=-20,6-7=-31,6-9=-15 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=29-to-21=12 Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=43,6-21=3,6-7=-7,8-14=-18 Horz:1-14=25,1-15=43,1-6=-25,6-7=-15,6-9=9 Concentrated Loads(ib) Vert:1=-82 Vntinued on oaae 3 t r.iiiii mil 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 Frei('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/TP/1 Quality Criteria,DSS-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 b Truss Truss Type Qty Ply 21367-2S K5961317 67-2S A04 MONO TRUSS 23 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:19 2019 Page 3 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-N?JcN9N1 nUOlcBRu6DW4f0c25YkMP?2VncatV6zS4Ko 10 AD CASE(S) Standard Trapezoidal Loads(plf) Vert:1=-47-to-21=3 1 ) Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=43,6-21=-12,6-7=9,8-14=-18 Horz:1-14=-9,1-15=-43,1-6=-10,6-7=-31,6-9=-25 Concentrated Loads(Ib) Vert:1=-82 ITrapezoidal Loads(plf) Vert:1=-38-to-21=-12 Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,6-21=27,6-7=7,8-14=-11 Horz:1-14=12,1-15=-29,1-6=-36,6-7=-15,6-9=17 III Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=37-to-21=27 I) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,6-21=12,6-7=22,8-14=-11 Horz:1-14=-17,1-15=-29,1-6=-20,6-7=-31,6-9=-12 Concentrated Loads(Ib) I Vert:1=-82 Trapezoidal Loads(plf) Vert:1=20-to-21=12 14)Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 IUniform Loads(pit) Vert:1-15=29,6-21=27,6-7=7,8-14=-11 Horz:1-14=12,1-15=-29,1-6=-36,6-7=-15,6-9=17 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) IVert:1=37-to-21=27 Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,6-21=12,6-7=22,8-14=-11 Horz:1-14=-17,1-15=-29,1-6=-20,6-7=-31,6-9=-12 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=20-to-21=12 ) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,6-21=3,6-7=-7,8-14=-18 Horz:1-14=23,1-15=-29,1-6=-25,6-7=-15,6-9=7 Concentrated Loads(lb) Vert:1=-82 IITrapezoidal Loads(plf) Vert:1=-32-to-21=3 Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,6-21=-12,6-7=9,8-14=-18 Horz:1-14=-7,1-15=-29,1-6=-10,6-7=-31,6-9=-23 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) IIVert:1=-38-to-21=-12 Dead:Lumber Increase=0.90,Plate Increase=0.90 Pit.metal=0.90 Uniform Loads(plf) Vert:6-21=-22,6-7=-22,8-14=-18 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-45-to-21=-22 Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-33,6-21=-40,6-7=-48,8-14=-18 Horz:1-14=19,1-15=33,1-6=-19,6-7=-11,6-9=6 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-105-to-21=-40 11) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 tinuRd on Daae 4 I � A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notMil 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 Frei(' 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 ANSIJTPI1 Qualify 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 b Truss Truss Type Qty Ply 21367-2S 67-2S A04 MONO TRUSS 23 1 K5961317 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 a Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:19 2019 Page 4 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-N?JcN9N1 nUO1cBRu6DW4f0c25YkMP?2VncatV6zS4Ko TOAD CASE(S) Standard Uniform Loads(plf) Vert:1-15=33,6-21=-52,6-7=-37,8-14=-18 Horz:1-14=-6,1-15=-33,1-6=-8,6-7=-23,6-9=-19 IConcentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-98-to-21=-52 21) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 IUniform Loads(plf) Vert:1-15=22,6-21=-40,6-7=-48,8-14=-18 Horz:1-14=17,1-15=-22,1-6=-19,6-7=-11,6-9=5 Concentrated Loads(Ib) Vert:1=-82 112 Trapezoidal Loads(plf) Vert:1=-94-to-21=-40 Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=22,6-21=-52,6-7=-37,8-14=-18 IHorz:1-14=5,1-15=-22,1-6=-8,6-7=-23,6-9=-17 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-98-to-21=-52 IDead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:6-21=-62,6-7=-62,8-14=-18 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-108-to-21=-62 4) 1st Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:6-21=-22,6-7=-22,8-14=-18 Concentrated Loads(Ib) Vert:1=-582 Trapezoidal Loads(plf) Vert:1=-45-to-21=-22 t)2nd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:6-21=-22,6-7=-22,8-14=-18 Concentrated Loads(Ib) Vert:1=-82 17=-500 16 Trapezoidal Loads(plf) Vert:1=-45-to-21=-22 3rd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:6-21=-22,6-7=-22,8-14=-18 Concentrated Loads(Ib) IVert:1=-82 19=-500 Trapezoidal Loads(plf) Vert:1=-45-to-21=-22 27)4th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) i. Vert:6-21=-22,6-7=-22,8-14=-18 Concentrated Loads(Ib) Vert:1=-82 20=-500 Trapezoidal Loads(plf) Vert:1=-45-to-21=-22 It 5th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:6-21=-22,6-7=-22,8-14=-18 Concentrated Loads(Ib) Vert:1=-82 22=-500 Trapezoidal Loads(plf) Vert:1=-45-to-21=-22 9)6th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) IVert:6-21=-22,6-7=-22,8-14=-18 Concentrated Loads(Ib) Vert:1=-82 23=-500 Trapezoidal Loads(plf) Vert:1=-45-to-21=-22 I)7th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:6-21=-22,6-7=-22,8-14=-18 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,notMil 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' Iis 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 ANSUTP/1 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 b Truss Truss Type Qty Ply 21367-2S 67-2S A04 MONO TRUSS 23 1 K5961317 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 S Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:19 2019 Page 5 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-N?JcN9N 1 nUOIcBRu6D W4fOc25YkMP?2VncatV6zS4Ko IOAD CASE(S) Standard Concentrated Loads(Ib) Vert:6=-500 1=-82 Trapezoidal Loads(plf) I1) Vert:1=45-to-21=22 8th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:6-21=-22,6-7=-22,8-14=-18 Concentrated Loads(Ib) 1Vert:2=-500 1=-82 Trapezoidal Loads(plf) Vert:1=-45-to-21=-22 32)9th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) I – Vert:6-21=-22,6-7=-22,8-14=-18 Concentrated Loads(Ib) Vert:3=-500 1=-82 Trapezoidal Loads(plf) Vert:1=-45-to-21=-22 I3) 10th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:6-21=-22,6-7=-22,8-14=-18 Concentrated Loads(Ib) Vert:4=-500 1=-82 It Trapezoidal Loads(plf) Vert:1=-45-to-21=-22 11th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) I Vert:6-21=-22,6-7=-22,8-14=-18 Concentrated Loads(Ib) Vert:5=-500 1=-82 Trapezoidal Loads(plf) Vert:1=-45-to-21=-22 5) 12th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:6-21=-22,6-7=-22,8-14=-18 Concentrated Loads(Ib) Vert:1=-82 24=-500 Trapezoidal Loads(plf) Vert:1=-45-to-21=-22 13th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:6-21=-22,6-7=-22,8-14=-18 I Concentrated Loads(Ib) Vert:1=-82 25=-500 Trapezoidal Loads(plf) Vert:1=-45-to-21=-22 37) 14th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 I Uniform Loads(plf) Vert:6-21=-22,6-7=-22,8-14=-18 Concentrated Loads(Ib) Vert:1=-82 26=-500 Trapezoidal Loads(plf) Vert:1=-45-to-21=-22 15th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:6-21=-22,6-7=-22,8-14=-18 Concentrated Loads(Ib) Vert:1=-82 27=-500 Trapezoidal Loads(plf) Vert:1=-45-to-21=-22 16th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:6-21=-22,6-7=-22,8-14—18 Concentrated Loads(Ib) Vert:1=-82 28=-500 Trapezoidal Loads(plf) Vert:1=-45-to-21=-22 I) 17th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:6-21=-22,6-7=-22,8-14=-18 Concentrated Loads(Ib) Vert:9=-500 1=-82 I Trapezoidal Loads(plf) Vert:1=-45-to-21=-22 18th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 ntinued on Daae 6 MIMI 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 MiTek. Tel.° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the i RR fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and BCE!Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply21367-2S K5961317 67-2S A04 MONO TRUSS 23 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 3 Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:19 2019 Page 6 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-N?JcN9N1 nUO1cBRu6DW4f0c25YkMP?2VncatV6zS4Ko OAD CASE(S) Standard Uniform Loads(plf) Vert:6-21=-22,6-7=-22,8-14=-18 Concentrated Loads(Ib) IVert:14=-5001=-82 Trapezoidal Loads(plf) Vert:1=-45-to-21=-22 42) 19th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:6-21=-22,6-7=-22,8-14=-18 Concentrated Loads(Ib) Vert:13=-500 1=-82 Trapezoidal Loads(plf) Vert:1=-45-to-21=-22 13 20th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:6-21=-22,6-7=-22,8-14=-18 Concentrated Loads(Ib) Vert:12=-500 1=-82 14 Trapezoidal Loads(plf) Vert:1=-45-to-21=-22 21st Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:6-21=-22,6-7=-22,8-14=-18 Concentrated Loads(Ib) Vert:11=-500 1=-82 Trapezoidal Loads(plf) Vert:1=-45-to-21=-22 5)22nd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:6-21=-22,6-7=-22,8-14=-18 Concentrated Loads(Ib) Vert:10=-500 1=-82 Trapezoidal Loads(plf) Vert:1=-45-to-21=-22 ,)23rd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:6-21=-22,6-7=-22,8-14=-18 IConcentrated Loads(Ib) Vert:9=-500 1=-82 Trapezoidal Loads(plf) Vert:1=-45-to-21=-22 47)24th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:6-21=-22,6-7=-22,8-14=-18 Concentrated Loads(Ib) Vert:9=-500 1=-82 Trapezoidal Loads(plf) IVert:1=-45-to-21=-22 1 I I I I I- ....., A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,forNI 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 M1'ek° 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,OSB-B9 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-2S K5961318 0367-2S A04-D MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:23 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-GmY7CXQYrj W B5okfL3a0gsnmA97SLuL4iEY5etzS4Kk 5-6-0 10-6-0 15-6-0 20-6-0 23-9-8 5-6-0 5-0-0 5-0-0 5-0-0 3-3-8 Scale=1:40.7 I 4x6 = 5x12 = 0.251 12 1 5x6 = 1.5x4 II 3x4 = 3x4 = 3x4 = I 16 17 2 18 3 19 20 4 21 5 22 6 7 In IPA In 'IN 7 lol o0 1' -4 .. N N y llt-] 1 3x4 II 3x4 = 3x4 = 3x4 = 6x6 = 13 23 12 24 11 25 10 26 9 27 8 5x6 = I 3-0-0 8-0-0 13-0-0 18-0-0 23-9-8 3-0-0 5-0-0 5-0-0 5-0-0 5-9-8 late Offsets(X,Y)-- [1:0-6-0,0-3-0],[4:0-3-0,0-3-0],[11:0-3-0,0-3-0] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.09 8-9 >743 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.91 Vert(CT) -0.19 8-9 >341 240 CDL 11.0 Rep Stress Ina NO WB 0.44 Horz(CT) -0.01 7 n/a n/a CLL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) -0.00 8-9 >999 240 Weight:111 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.i&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 14-15:2x6 DF 1800E 2.1E OTHERS 2x4 DF No.1&Btr IEACTIONS. All bearings 23-4-0 except(jt=length)15=0-5-8. (Ib)- Max Horz 15=244(LC 33) Max Uplift All uplift 100 lb or less at joint(s)except 7=-483(LC 67),8=693(LC 33),13=-120(LC 76), 11=-214(LC 32),12=-121(LC 32),10=-175(LC 32),9=-119(LC 32),15=-696(LC 30) Max Gray All reactions 250 lb or less at joint(s)7 except 8=955(LC 67),13=511(LC 80),11=773(LC 82), 12=692(LC 81),10=710(LC 83),9=726(LC 84),15=737(LC 47) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-802/696,1-2=-819/860,2-3=-880/912,3-4=-887/904,4-5=-924/934, 5-6=-1020/996,6-8=-792/310 OT CHORD 12-13=-894/867,11-12=-896/911,10-11=-829/842,9-10=-841/851,8-9=-864/960 EBS 2-12=-1212/1114,2-11=-1192/1135,3-11=-1175/1119,3-10=-1101/1069, 4-10=-1177/1149,4-9=-1114/1098,5-9=-1162/1129,5-8=-1145/1141,1-12=-1028/1035 OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; } PR�fi MWFRS(envelope)gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 23-9-8 zone;cantilever left and right \..' ,. �e �t$`S�� exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate �, grip DOL=1.60 Cj� _ `1; /. TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 ��4 �� ��� !{ Provide adequate drainage to prevent water ponding. 4, , This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Bearing at joint(s)7,15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify -wCr capacity of bearing surface. OREGON 1/,/Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 483 lb uplift at joint 7,693 lb uplift at 7, - fib` joint 8,120 lb uplift at joint 13,214 lb uplift at joint 11,121 lb uplift at joint 12,175 lb uplift at joint 10,119 lb uplift at joint 9 and 696 lb ":0 '44- 14, 20 uplift at joint 15. .r ( �` A gThis truss has been designed for a moving concentrated load of 250.0Ib live and 250.0Ib dead located at all mid panels and at all C R t �- panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag EXPIRE - 1- ( loads along bottom chord from 0-0-0 to 23-9-8 for 300.0 plf. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 11,2019 1 ntinued on Daae 2 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 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 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 ANSI TPl1 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 b Truss Truss Type Qty Ply21367-2S K5961318 67-2S A04-D MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:23 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-GmY7CXQYrj W B5okfL3a0gsnmA97SLuL4iEY5etzS4Kk TES- ) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 0-2-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard IDead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:6-20=-72,6-7=-72,8-13=-18 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-123-to-20=-72 I I I I I I I I I I I I I ! A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. " Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPI7 Quality Criteria,OSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-2S K5961319 0367-2S A04A-D MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:21 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-KORNorPHJ6GTrUaHDeWkRhObMQgttSoFw3_Z?zS4Km 5-6-0 I 10-6-0 15-6-0 I 20-6-0 23-9-8 5-6-0 5-0-0 5-0-0 5-0-0 3-3-8 Scale=1:40.4 I 4x6 = 5x12 = 0.25 12 Ii 5x6 = 3x8 = 3x4 II 3x8 = 3x4 = 17 18 2 19 3 20 21 4 22 5 23 6 7 il :' ►/ m 0 co cv 1 6M 14111FIAll .nn' azAA461116., A‘-d ... r� 14 3x6 I I 24 13 25 12 26 11 27 10 3x6 = 28 9 � 4x6 = 5x8 = 3x4 = 8 6x6 = I 3-0-0 8-0-0 13-0-0 18-0-0 23-9-8 3-0-0 5-0-0 5-0-0 5-0-0 in (lo5-9-8 late Offsets(X,V)-- [1:0-7-4,0-3-0],[4:0-3-0,0-3-0],[12:0-4-0,0-3-0] TCLDING (psfL 25 0 SPACING- 2-0-0 CSI. DEFL. c) Vdefl L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.96 Vert(LL) -0.14 11-12 >999 360 MT20 220/195 DL 11,0 Lumber DOL 1.15 BC 0.98 Vert(CT) -0.31 11-12 >884 240 LL 0.0 Rep Stress Incr NO WB 0.85 Horz(CT) 0.04 9 n/a n/a CDL 9.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.13 11-12 >999 240 Weight:111 lb FT=20 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins, OT CHORD 2x4 DF No.1&Btr*Except* except end verticals. 8-12:2x4 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 5-3-14 oc bracing. EBS 2x4 DF Stud/Std*Except* 15-16:2x6 DF 1800F 2.1E,6-9:2x4 DF No.1&Btr THERS 2x4 DF No.1&Btr EACTIONS. (lb/size) 9=1123/0-2-8,16=1390/0-5-8 Max Horz 16=236(LC 36) Max Uplift 9=-756(LC 39),16=-972(LC 30) Max Gray 9=1379(LC 24),16=1717(LC 25) IRCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. I OP CHORD 14-16=-102/518,1-16=-1683/970,1-2=-1830/1136,2-3=-3419/1664,3-4=-3530/1712, 4-5=-2587/1409,5-6=-946/916,6-9=-533/57 OT CHORD 13-14=-807/782,12-13=-1609/2912,11-12=-1849/3758,10-11=-1703/3297, 9-10=-1246/1884 EBS 2-13=-2118/1451,2-12=-1102/1406,3-12=-1214/1157,3-11=-1097/1074,4-11=-964/1200, 4-10=-1464/1134,5-10=-1007/1564,5-9=-2068/1256,1-13=-1375/2222 OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; c1,1�� P R 0x MWFRS(envelope)gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 23-9-8 zone;cantilever left and right <(,F` �06 exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate Co _vt GIN /0 grip DOL=1.60 c� �lT , TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 k/Provide adequate drainage to prevent water ponding. Q 92 O j fit°' ; This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ' a� will fit between the bottom chord and any other members. -- Bearing at joint(s)16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Q capacity of bearing surface. OREGONto Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. ,�tx /4 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 756 lb uplift at joint 9 and 972 lb uplift at / �}' 7 2� `�- joint 16. 0°..0°../ j�+ This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all 'c: R t panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 23-9-8 for 300.0 plf. EXP IR - 1- 01 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 11,2019 ntimiprt nn nave 2 At WARNING-Verity design parameters and READ NOTES ON THtS AND INCLUDED MITEK REFERENCE PAGE Mll•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 �4 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''t'Qk° 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 ANS4TP/1 Quality Criteria,DSB-89 and BCS!Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-2S K5961319 367-2S AO4A-D MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:21 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-KORNorPHJ6GTrUaHDeVYkRhObMQgttSoFw3_Z?zS4Km OTES- Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 0-2-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard IDead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:6-21=-72,6-7=-72,8-14=-18 Concentrated Loads(Ib) Vert:1=-82 ITrapezoidal Loads(plf) Vert:1=-123-to-21=-72 I I I I I I I I I I I I AI WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.70/0312075 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 - atruss 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'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 ANSI?P/i Quality Criteria,OSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Oty Ply 21367-2S K5961320 367-2S A05 MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:25 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-C9gtdDSoNKmvK6u2SUcUvHs4aznmpiXNAY1 BimzS4Ki I I - 5-6-0 10-6-0 15-6-0 20-6-0 23-9-8 i 5-6-0 5-0-0 5-0-0 5-0-0 3-3-8 Scale=1:40.4 I 4x6 = 5x12 = 0.25 12 1 5x6 = 3x6 = 3x4 II 3x6 = 3x4 = I 17 18 2 19 3 20 21 4 22 5 23 6 7 i o/rAAkil c? 40,..a...N6.. ppoN tn 1 6 MO 14 3x6 I I 24 x8 25 12 26 11 27 10 13 3x4 = 28 9 3x8 = 5x8 = 3x4 = 8 4x8 = I 3-0-0 8-0-0 13-0-0 18-0-0 23-9-8 3-0-0 5-0-0 5-0-0 5-0-0 5-9-8 late Offsets(X,V)-- [1:0-7-4,0-3-0],[4:0-3-0,0-3-0],[12:0-4-0,0-3-0] ] TCLL ADING (psf25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.96 Vert(LL) -0.14 11-12 >999 360 MT20 220/195 IICDL 11,0 Lumber DOL 1.15 BC 0.98 Vert(CT) -0.31 11-12 >884 240 CLL 0.0 * Rep Stress Incr NO WB 0.71 Horz(CT) 0.03 9 n/a n/a CDL 9,0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.10 11-12 >999 240 Weight:111 lb FT=20% LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btrit TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins, OT CHORD 2x4 DF No.1&Btr*Except* except end verticals. 8-12:2x4 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 9-3-9 oc bracing. EBS 2x4 DF Stud/Std*Except* 15-16:2x6 DF 1800F 2.1E,6-9:2x4 DF No.1&Btr THERS 2x4 DF No.1&Btr EACTIONS. (lb/size) 9=1123/Mechanical,16=1361/0-5-8 Max Horz 16=155(LC 9) Max Uplift 9=-205(LC 12),16—273(LC 8) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 14-16=-102/518,1-16—1332/281,1-2=-1382/288,2-3=-3020/578,3-4=-3118/590, 4-5=-2112/392,6-9=-533/57 BOT CHORD 12-13=-524/2573,11-12=-643/3318,10-11=-537/2817,9-10=-252/1327 ii/EBS 2-13=-1510/347,2-12=-52/799,3-12=-547/159,3-11=-455/237,4-11=-27/666, 4-10=-932/238,5-10=-140/1103,5-9=-1613/342,1-13=-279/1617 OTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; 0 MWFRS(envelope)gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 23-9-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate t� n TCLL:grip DASCE 77-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 �� 1`tt�t G IN rnOs/ 3)Provide adequate drainage to prevent water ponding. .c, *T ©.� This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.0 �t 'fir *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 89200PE will fit between the bottom chord and any other members. J Refer to girder(s)for truss to truss connections. 41111P!! 7)Bearing at joint(s)16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify mom )4capacity of bearing surface. illProvide mechanical connection(by others)of truss to bearing plate capable of withstanding 205 lb uplift at joint 9 and 273 lb uplift at CC OREGON joint 16. G- Zo 4t ,apt A This truss has been designed for a moving concentrated load of 250.0Ib live and 250.01b dead located at all mid panels and at all `6 .1t}' 14, /2© ��- panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. �q Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. r � t t L ) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)68 lb down and 18 lb up at 1t 0-2-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. EXPIRES: 12-31-2019 LOAD CASE(S) Standard April 11,2019 d on MIMINII 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 jut 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 ANSUTP11 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 Truss Truss Type Qty Ply 21367-2S K5961320 67-2S A05 MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:25 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-C9gtdDSoNKmvK6u2SUcUvHs4aznmpiXNAY1 BimzS4Ki lOAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:6-21=-72,6-7=-72,8-14=-18 I Concentrated Loads(Ib) Vert:1=-54 Trapezoidal Loads(plf) Vert:1=-123-to-21=-72 1 I I I I I I I I I I I I 1 I I t rr. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ¢ a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII 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 ab Truss Truss Type Qty Ply 21367-2S K5961321 367-2S A06 MONO TRUSS 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:26 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-gLEGrZSQ8evmyGTEOB8jRUPFvN8eY9IXOCnIECzS4Kh 5-2-4j 10-5-8 15-5-8 20-5-8 25-5-8 28-9-0 I 5-2-4 5-3-4 5-0-0 5-0-0 5-0-0 3-3-8 Scale:1/4"=1' I/ 6x6 = 0.25 12 5x6 = 3x6 = 3x4 II 8 4x12 = 3x6 = 3x4 = 24 5 25 6 26 7 8 19 20 2 21 3 22 23 4 111 4IIIFr 1114PP ‘ IgIPPlir VINIIIIIMIMMOMMIIMM"re. 0. N N 17 27 16 28 M: 29 14 30 13 31 12 32 11 33 0 9 = 15 10 3x6 3x43x4 3x8 = 5x6 = 3x4 = 3x4 = 4x8 — I 2-11-8 4-11-8 5-2-4 7-11-8 12-11-8 17-11-8 I 22-11-8 28-9-0 2-11-8 2-0-0 0-2-12 2-9-4 5-0-0 5-0-0 5-0-0 5-9-8 late Offsets(X,V)-- [5:0-3-0,0-3-0],[13:0-3-0,0-3-4] ADINGG (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.92 Vert(LL) -0.11 12-13 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.94 Vert(CT) -0.30 12-13 >945 240 IIICDL 11.0 Rep Stress Incr NO WB 0.75 Horz(CT) 0.04 10 n/a n/a CLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.08 12 >999 240 Weight:135 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&BtrSI TOP CHORD Structural wood sheathing directly applied or 2-4-13 oc purlins, OT CHORD 2x4 DF No.1&Btr*Except* except end verticals. 9-13:2x4 DF 2400E 2.0E BOT CHORD Rigid ceiling directly applied or 4-11-14 oc bracing. EBS 2x4 DF Stud/Std`Except` 17-18:2x6 DF 1800F 2.1E,7-10:2x4 DF No.1&Btr IEACTIONS. (lb/size) 10=1002/0-2-8,15=2016/0-5-8 Max Horz 15=160(LC 9) Max Uplift 10=-184(LC 12),15=-475(LC 8) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 1-17=-35/518,1-2=-337/979,2-3=-917/941,3-4=-2271/425,4-5=-2512/483, 5-6=-1809/338,7-10=-533/58 OT CHORD 15-16=-1773/440,14-15=-1773/618,13-14=-351/1740,12-13=-507/2553, 11-12=-457/2366,10-11=-223/1165 f EBS 6-10=-1414/306,6-11=-106/1022,5-11=-814/204,5-12=-109/582,4-12=-372/323, 4-13=-594/189,3-13=-105/850,3-14=-1444/362,2-15=-1917/498,2-14=-305/1687, 1-16=-1171/228,2-16=-298/1140 NOTES- IWind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 28-9-0 zone;cantilever left and right RE(} PR�� exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate ii grip DOL=1.60 •�Cj, tAGINE /� 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);CategoryII;Exp B;Partially Exp.;Ct=1.10 )Provide adequate drainage to prevent water ponding. 4., ` '� This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ler . " 1 . 9 OP *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. ( Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 184 lb uplift at joint 10 and 475 lb uplift I at joint 15. 17 OREGON { This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all Ci CC L- `4, �Ntx A panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 2 -*- 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up atr' 1 4' �� I0-2-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. �^R R`V - OAD CASE(S) Standard EXPIRES: 12-31-2019 April 11,2019 MIMI 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 p 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 properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 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 b Truss Truss Type Qty Ply 21367-2S K5961321 367-2S A06 MONO TRUSS 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:26 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-gLEGrZSQ8evmyGTE0B8jRUPFvN8eY9IXOCnIECzS4Kh 111 OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:7-23=-72,7-8=-72,9-17=-18 IConcentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-126-to-23=-72 I 1 I I I I I I I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. NI" 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/TP/1 uality Criteria,DSB-89 and BCSI Building Component mom 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 2231Q4. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-2S 0 K5961322 367-2S A07 MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:28 2019 Page 1 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-ckMOGEUgfF9UBZdd7cABXvUbPAg603ogs WGsJ5zS4Kf 5-2-4 10-5-8 15-5-8 20-5-8l 25-5-8 28-9-0 5-2-4 5-3-4 5-0-0 5-0-0 5-0-0 3-3-8 Scale:1/4"=1' 1 6x6 = 0.25 112 18 5x6 = 3x6 = 3x4 II 4x12 = 3x6 = 3x4 = 1 19 20 2 21 3 22 23 4 24 5 25 6 26 7 8 el N n N 4111111/1.-N11 -27-41N",.411111111111\1,,,N1" , 7, 17 27 16 28 IM 29 14 30 13 31 12 32 11 33 9 = 15 10 3x6 I 3x43x4 I 3x8 = 5x6 = 3x4 = 3x4 = 4x8 = 1 2-11-8 4-11-8 5- 114 7-11-8 12-11-8 17-11-8 l 22-11-8 28-9-0 2-11-8 2-0-0 0-2-12 2-9-4 5-0-0 5-0-0 5-0-0 5-9-8 late Offsets(X,Y)-- [5:0-3-0,0-3-0],[13:0-3-0,0-3-4] 10 ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.92 Vert(LL) -0.11 12-13 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.94 Vert(CT) -0.30 12-13 >945 240 DL 11.0 Rep Stress Ina NO WB 0.75 Horz(CT) 0.04 10 n/a n/a CLL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.08 12 >999 240 Weight:135 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-4-13 oc purlins, I01 CHORD 2x4 DF No.1&Btr*Except* except end verticals. 9-13:2x4 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 4-11-14 oc bracing. EBS 2x4 DF Stud/Std*Except* 17-18:2x6 DF 1800F 2.1 E,7-10:2x4 DF No.1&Btr 'EACTIONS. (lb/size) 10=1002/Mechanical,15=2016/0-5-8 Max Horz 15=160(LC 9) Max Uplift 10=-184(LC 12),15=-475(LC 8) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 1-17=-35/518,1-2=-337/979,2-3=-917/941,3-4=-2271/425,4-5=-2512/483, 5-6=-1809/338,7-10=-533/58 OT CHORD 15-16=-1773/440,14-15-1773/618,13-14 351/1740,12-13=-507/2553, , 11-12=-457/2366,10-11=-223/1165 IEBS 6-10=-1414/306,6-11=-106/1022,5-11=-814/204,5-12=-109/582,4-12=-372/323, 4-13=-594/189,3-13=-105/850,3-14=-1444/362,2-15=-1917/498,2-14=-305/1687, 1-16=-1171/228,2-16=-298/1140 NOTES- IWind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 28-9-0 zone;cantilever left and right RPROF'fi exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate ��c� COf,- �yG I N, F �'1©� grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. ECt 4'� This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. gQQQ{O *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. -111111FcHilli.r ? Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 184 lb uplift at joint 10 and 475 lb uplift at joint 15. QREGQN �(/ This truss has been designed for a moving concentrated load of 250.0Ib live and 250.0Ib dead located at all mid panels and at all Ir �� �4, panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. f1^ q)'' 1 2,4 `}- 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at A< 0-2-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. '�/��R 1��. i AD CASE(S) Standard EXPIRES: 12-31-2019 April 11,2019 igiaaw A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not Mil a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MIR*. 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/11,11 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 b0 Truss Truss Type Qty Ply 21367-2S K5961322 367-2S A07 MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:28 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-ckMOGEUgfF9UBZdd7cABXvUbPAg603ogsWGsJ5zS4Kf IOAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:7-23=-72,7-8=-72,9-17=-18 I Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-126-to-23=-72 I I I I 1 t 1 1 I I I I I I 1 MEM WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 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 ANSIIrPII 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 b Truss Truss Type Qty Ply 21367-2S 0 K5961323 367-2S B01 MONO TRUSS 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 S Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:29 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-5wwOTaVIQZHLpjBphKhO371maaBblTLz5A?PrXzS4Ke 3-6-8 I 13-6-8 18-6-8 23-6-8 29-0-0 3-6-8 5-0-0 5-0-0 5-0-0 5-0-0 5-5-8 Scale=1:51.0 1 4x6 = 0.25 12 4x6 = I 5x8 = 5x8 = 4x6 = 8x12 = 5x8 = 3x4 = 3x4 = 1 1 19 2 20 3 21 4 22 23 24 5 25 6 26 T C7 _ - &-- 16 .r\ I7 All&-Aii - N MN 7 N io 1 r' 0 -- •• .18 to 14 27 13 28 12 29 11 30 10 31 9 32 8 I 8x8 - 4x6 = 3x4 = 5x8 M18SHS = 3x6 = 5x6 = 3x6 III 6-0-8 11-0-8 16-0-8 21-0-8 26-0-8 29-0-0 6-0-8 5-0-0 5-0-0 5-0-0 5-0-0 2-11-8 late Offsets(X,Y)-- [1:0-4-0,0-3-0],[3:0-4-0,0-3-0],[7:0-3-12,Edqe],[11:0-3-12,0-3-4],[14:Edge,0-3-8] 1/0 ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.96 Vert(LL) -0.23 11-12 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.86 Vert(CT) -0.43 11-12 >782 240 M18SHS 220/195 DL 11.0 Rep Stress Incr NO WB 0.92 Horz(CT) 0.04 18 n/a n/a CLL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.17 11-12 >999 240 Weight:147 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr*Except*iii TOP CHORD Structural wood sheathing directly applied or 2-1-0 oc purlins, 3-7:2x4 DF 2400E 2.0E except end verticals. OT CHORD 2x4 DF 2400E 2.0E BOT CHORD Rigid ceiling directly applied or 8-6-6 oc bracing. EBS 2x4 DF Stud/Std'Except' 15-17,16-18:2x6 DF 1800F 2.1E,7-9:2x4 DF No.1&Btr ITHERS 2x4 DF No.1&Btr EACTIONS. (lb/size) 17=2232/0-5-8,18=2068/0-5-8 Max Horz 17=161(LC 9) Max Uplift 17=-433(LC 8),18=-467(LC 12) ligRCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 14-17=352/1964,1-17=-609/91,2-3=-3503/665,3-4=-4957/939,4-5=-5000/946, 5-6=-3855/737,6-7=-1480/303,8-18=-109/516,7-18=-2040/470 BOT CHORD 13-14=432/2288,12-13=-845/4569,11-12=-964/5233,10-11=-858/4683,9-10=-541/2963 IEBS 7-9=-393/2282,6-9=-2292/471,6-10=-202/1359,5-10=-1258/280,5-11=-41/648, 4-11=-470/154,4-12=-495/137,3-12=-62/680,3-13=-1549/348,2-13=-268/1707, 2-14=-2948/584 NOTES- IWind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-7-4 to 3-6-8,Interior(1)3-6-8 to 28-4-12 zone;cantilever left and right [} P R Q fi fish exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �Gj 4GlNEfi /Q 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 T )Provide adequate drainage to prevent water ponding. �C! � 0)All plates are MT20 plates unless otherwise indicated. 89200PE t* " This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide °rA/'' will fit between the bottom chord and any other members. !, ,� IBearing at joint(s)17,18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. R_OREGON id/� Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 433 lb uplift at joint 17 and 467 lb uplift 10-- "47 p at joint 18. /Q '9}' 14, 2-©� 4� 9)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32,33,34, R. (?y 35,36,37,38,39,40,41,42,43,44,45,46,47,48,49,50,51 has/have been modified.Building designer must review loads to 4/1 .P?R 4 L\,. verify that they are correct for the intended use of this truss. This truss has been designed for a moving concentrated load of 250.OIb live and 250.Olb dead located at all mid panels and at all EXPIRES: 12-31-2019 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 11,2019 e MOM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 501-7473 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 dd�iTek` Iis 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 ib Truss Truss Type Qty Ply 21367-2S 367-2S B01 MONO TRUSS 8 1 K5961323 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:29 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-5wwOTaVIQZHLpjBphKhQ371 maaBblTLz5A?PrXzS4Ke OTES- Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 0-2-12,and 82 lb up at 28-9-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 13) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). IOAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:22-23=-112(F=-40),8-14=-18 Concentrated Loads(Ib) IllVert:1=-82 7=82 Trapezoidal Loads(plf) Vert:1=-163(F=-40)-to-22=-112(F=-40),23=-112(F=-40)-to-7-163(F=-40) 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:22-23=-94(F=-34),8-14=18 Concentrated Loads(Ib) Vert:1=-71 7=82 Trapezoidal Loads(plf) Vert:1-138(F=-34)-to-22=-94(F=-34),23=-94(F=34)-to-7=-138(F=-34) Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49(F=-27),8-14=-38 Concentrated Loads(Ib) Vert:1=-55 7=82 1 Trapezoidal Loads(plf) Vert:1=-83(F=-27)-to-22=-49(F=-27),23=-49(F=-27)-to-7=83(F=-27) Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-53,22-23=30(F=8),7-16=-46,8-14=11 Horz:1-14=16,1-15=53,1-2=-37,2-7=-31,7-8=29,7-16=46 Concentrated Loads(lb) Vert:1=16 7=82 Trapezoidal Loads(plf) Vert:1=46(F=8)-to-2=44(F=8),2=38(F=8)-to-22=30(F=8),23=30(F=8)-to-7=40(F=8) Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=46,22-23=28(F=5),7-16=48,8-14=-11 Horz:1-14=-29,1-15=-46,1-7=-31,7-8=-16,7-16=-48 I Concentrated Loads(Ib) Vert:1=11 7=82 Trapezoidal Loads(plf) Vert:1=35(F=5)-to-22=28(F=5),23=28(F=5)-to-7=35(F=5) 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase-1.60 I Uniform Loads(plf) Vert:1-15=-30,22-23=-64(F=-31),7-16=-46,8-14=-18 Horz:1-14=-19,1-15=30,1-7=11,7-8=-26,7-16=46 Concentrated Loads(Ib) Vert:1=-63 7=82 I Trapezoidal Loads(plf) Vert:1-103(F=-31)-to-22=-64(F=-31),23=-64(F=31)-to-7=-103(F=-31) Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=46,22-23=-64(F=-31),7-16=30,8-14=-18 Horz:1-14=26,1-15=-46,1-7=11,7-8=19,7-16=30 Concentrated Loads(Ib) Vert:1=-63 7=82 Trapezoidal Loads(plf) Vert:1=-103(F=-31)-to-22=-64(F=-31),23=-64(F=-31)-to-7-103(F=-31) g)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=43,22-23=35(F=7),7-16=-29,8-14=-11 Horz:1-14=15,1-15=43,1-7=-36,7-8=19,7-16=29 Concentrated Loads(lb) 4Vert:1=15 7=82 Trapezoidal Loads(plf) Vert:1=44(F=7)-to-22=35(F=7),23=35(F=7)-to-7=44(F=7) Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,22-23=25(F=13),7-16=43,8-14-11 Horz:1-14=-19,1-15=-29,1-7=-20,7-8=-15,7-16=43 Concentrated Loads(Ib) Vert:1=27 7=82 Trapezoidal Loads(plf) IVert:1=42(F=13)-to-22=25(F=13),23=25(F=13)-to-7=42(F=13) 0) Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 ntinued on nano 3 ...... 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 ANS4TP/1 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 b Truss Truss Type Qty Ply 21367-2S K5961323 367-2S B01 MONO TRUSS 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:29 2019 Page 3 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-5wwOTaVIQZHLpjBphKhQ371 maaBblTLz5A?PrXzS4Ke LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-15=-43,22-23=-36(F=-39),7-16=-29,8-14=-18 Horz:1-14=25,1-15=43,1-7=-25,7-8=9,7-16=29 I Concentrated Loads(Ib) Vert:1=-81 7=82 Trapezoidal Loads(plf) Vert:1=-86(F=-39)-to-22=-36(F=-39),23-36(F=-39)-to-7=-86(F=-39) 11) Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,22-23=-32(F=-20),7-16=43,8-14=-18 Horz:1-14=-9,1-15=-29,1-7=-10,7-8=-25,7-16=-43 Concentrated Loads(Ib) Vert:1=-41 7=82 Trapezoidal Loads(plf) Vert:1=-58(F=-20)-to-22=-32(F=-20),23-32(F=-20)-to-7=-58(F=-20) 2) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,22-23=35(F=7),7-16=-29,8-14=-11 1 Horz:1-14=12,1-15=-29,1-7=-36,7-8=17,7-16=29 Concentrated Loads(Ib) Vert:1=15 7=82 Trapezoidal Loads(plf) Vert:1=44(F=7)-to-22=35(F=7),23=35(F=7)-to-7=44(F=7) 13) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,22-23=19(F=7),7-16=-29,8-14=-11 Horz:1-14=-17,1-15=-29,1-7=-20,7-8=-12,7-16=29 Concentrated Loads(Ib) Vert:1=14 7=82 Trapezoidal Loads(plf) Vert:1=27(F=7)-to-22=19(F=7),23=19(F=7)-to-7=27(F=7) 14) Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 iiUniform Loads(plf) III Vert:1-15=29,22-23=35(F=7),7-16=-29,8-14=-11 Horz:1-14=12,1-15=-29,1-7=-36,7-8=17,7-16=29 Concentrated Loads(Ib) Vert:1=15 7=82 Trapezoidal Loads(plf) Vert:1=44(F=7)-to-22=35(F=7),23=35(F=7)-to-7=44(F=7) 5) Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,22-23=19(F=7),7-16=-29,8-14=-11 I Horz:1-14=-17,1-15=-29,1-7=-20,7-8=-12,7-16=29 Concentrated Loads(Ib) Vert:1=14 7=82 Trapezoidal Loads(plf) Vert:1=27(F=7)-to-22=19(F=7),23=19(F=7)-to-7=27(F=7) 16) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,22-23=-29(F=-33),7-16=-29,8-14=-18 Horz:1-14=23,1-15=-29,1-7=-25,7-8=7,7-16=29 Concentrated Loads(Ib) 0Vert:i=-687=82 Trapezoidal Loads(plf) Vert:1=-72(F=-33)-to-22=-29(F=-33),23=-29(F-33)-to-7=-72(F=-33) 7) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) 1Vert:1-15=29,22-23=-45(F=-33),7-16=-29,8-14.18 Horz:1-14=-7,1-15=-29,1-7=-10,7-8=-23,7-16=29 Concentrated Loads(Ib) Vert:1=-68 7=82 Trapezoidal Loads(plf) Vert:1=-87(F=-33)-to-22=-45(F=-33),23=-45(F=-33)-to-7=-87(F=-33) I8) Dead:Lumber Increase=0.90,Plate Increase=0.90 PIt.metal=0.90 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=40(F=-18)-to-7=63(F=-18) 9) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) I Vert:1-15=-33,22-23=-91(F=-51),7-16=-22,8-14=-18 Horz:1-14=19,1-15=33,1-7=-19,7-8=6,7-16=22 Concentrated Loads(Ib) Vert:1=-104 7=82 ntimupd on nano 4 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. us Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not mi t 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?P/i 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 b Truss Truss Type Qty Ply 21367-2S IIIK5961323 367-2S B01 MONO TRUSS 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:29 2019 Page 4 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-5wwOTaVIQZHLpjBphKhQ371maaBblTLz5A?PrXzS4Ke LOAD CASE(S) Standard Trapezoidal Loads(plf) Vert:1=-156(F=51)-to-22=-91(F=-51),23=-91(F=-51)-to-7=-156(F=-51) 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=22,22-23=-88(F=-36),7-16=33,8-14=-18 Horz:1-14=-6,1-15=-22,1-7=-8,7-8=-19,7-16=-33 Concentrated Loads(Ib) Vert:1=-74 7=82 Trapezoidal Loads(plf) Vert:1=-135(F=36)-to-22=-88(F=-36),23=-88(F=36)-to-7=-135(F=-36) 1) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=22,22-23=-86(F=-46),7-16=-22,8-14=-18 Horz:1-14=17,1-15-22,1-7=-19,7-8=5,7-16=22 Concentrated Loads(Ib) Vert:1=-94 7=82 Trapezoidal Loads(plf) Vert:1=-145(F=-46)-to-22=-86(F=-46),23-86(F=-46)-to-7=-145(F=46) '2)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=22,22-23=-98(F=-46),7-16=-22,8-14=-18 Horz:1-14=-5,1-15=-22,1-7=-8,7-8=-17,7-16=22 Concentrated Loads(Ib)I _ - Vert:1=-94 7=82 Trapezoidal Loads(plf) Vert:1=-157(F=-46)-to-22=-98(F=-46),23=-98(F=-46)-to-7-157(F=-46) 23) Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 I Uniform Loads(plf) Vert:22-23=-98(F=-36),8-14=-18 Concentrated Loads(Ib) Vert:1=-73 7=82 Trapezoidal Loads(plf) ' Vert:1=-143(F=-36)-to-22=-98(F=-36),23=-98(F=-36)-to-7=-143(F=-36) 4) 1st Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(Ib) 4Vert:1=-536 7=82 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=40(F=-18)-to-7=-63(F=-18) 5)2nd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) 1Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 19=-500 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=40(F-18)-to-7=63(F=-18) 16)3rd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 20=-500 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F=-18)-to-7=63(F=-18) 7)4th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 I Concentrated Loads(Ib) Vert:1=-36 7=82 21=-500 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F=-18)-to-7=-63(F=-18) 28)5th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 ' Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 24=-500 Trapezoidal Loads(plf) ' Vert:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F-18)-to-7=63(F-18) 9)6th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(Ib) IVert:1=-36 7=82 25=-500 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=40(F-18)-to-7=-63(F=-18) I ntin,ierl on nano S ...... A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. tin 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 ANSUTPII 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 b 0Truss Truss Type Qty Ply 21367-2S K5961323 367-2S B01 MONO TRUSS 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:29 2019 Page 5 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-5wwOTaVIQZHLpjBphKhQ371 maaBblTLz5A?PrXzS4Ke TOAD CASE(S) Standard 0)7th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 26=-500 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F=18)-to-7=63(F=-18) I1)8th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(Ib) Vert:1=-36 7=-418 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F=-18)-to-7=-63(F=-18) 2) 9th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(Ib) Vert:1=-36 7=-418 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F=-18)-to-7=-63(F—18) 33) 10th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 2=-500 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F=-18)-to-7=-63(F=-18) �4) 11th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 3=-500 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F=-18)-to-7=-63(F=18) 5) 12th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 4=-500 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=40(F=-18),23=-40(F=-18)-to-7=-63(F=-18) I) 13th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 5=-500 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=40(F—18)-to-7=63(F=18) 7) 14th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 ' Concentrated Loads(Ib) Vert:1=-36 7=82 6=-500 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F=-18)-to-7=-63(F=-18) 38) 15th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(Ib) Vert:1=-36 7=-418 Trapezoidal Loads(plf) IVert:1=-63(F=-18)-to-22=-40(F=-18),23=40(F=18)-to-7=63(F=-18) 9) 16th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(Ib) I Vert:1=-36 7=82 27=-500 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F=-18)-to-7=63(F=18) 40) 17th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) IVert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 28=-500 I ntin,tcrrl on nano 6 I r.... A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �, a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall R 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/T1.11 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 b Truss Truss Type Oty Ply 21367-2S 367-2S B01 MONO TRUSS 8 1 K5961323 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:29 2019 Page 6 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-5wwOTaVIQZHLpjBphKhQ371 maaBblTLzsA?PrXzS4Ke ,OAD CASE(S) Standard Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F=-18)-to-7=63(F=-18) 41) 18th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=40(F=-18),8-14=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 29=-500 Trapezoidal Loads(plf) 12 Vert:1=-63(F=-18)-to-22=-40(F=-18),23=40(F—18)-to-7=-63(F—18) 19th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(lb) Vert:1=-36 7=82 30=-500 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F=18)-to-7=-63(F=-18) 43)20th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) IVert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 31=-500 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F=-18)-to-7=-63(F=18) t)21st Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 32=-500 IllTrapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=40(F=-18)-to-7=-63(F_18) 5)22nd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) I Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(Ib) Vert:1=-36 14=-500 7=82 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F=-18)-to-7=63(F=-18) I6)23rd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(lb) Vert:1=-36 7=82 13=-500 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F=-18)-to-7=-63(F=-18) 7)24th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 i Concentrated Loads(Ib) Vert:1=-36 7=82 12=-500 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F=-18)-to-7=-63(F_18) 48)25th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(lb) Vert:1=-36 11=-500 7=82 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F=-18)-to-7=-63(F=18) I9)26th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 10=-500 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F=-18)-to-7=63(F=-18) 0)27th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 9=-500 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F=18)-to-7=-63(F=-18) I1)28th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 ntinuRd on Dana 7 1 r. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 5111-7473 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 properly 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 b 0Truss Truss Type Qty Ply 21367-2S K5961323 367-2S B01 MONO TRUSS 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:29 2019 Page 7 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-5wwOTaVIQZHLpjBphKhQ371 maaBbITLz5A?PrXzS4Ke I OAD CASE(S) Standard Concentrated Loads(Ib) Vert:1=-36 8=-500 7=82 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23-40(F-18)to 7-63(F--18) I I I I I I I I I I I I I 1 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. M. 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/7311 Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 1367-2S b Truss Truss Type Qty Ply 21367-2S K5961324 B01-G MONO TRUSS 2 2 L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:31 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-1JI9uGWZyAX221LCpkju8Y6BcOvgDQ?GYUUWwQzS4Kc 3-6-8 8-6-8 13-6-8 18-6-8 23-6-8 29-0-0 3-6-8 5-0-0 5-0-0 5-0-0 5-0-0 5-5-8 Scale=1:51.1 I 4x6 = 0.25 12 4x6 = I 5x12 = 556 = 3x4 = 3x4 = 3x6 = 4x6 = 25 6 26 T 1 14x8 = 19 2 20 3 21 4 22 23 24 5 O. r3 212 ...Nira\i.mliirr4Ahlk CV c7 N 7 K \ - 0 0 'A 1 - ii. x I 18 o 1 14 4x8 — 27 13 28 12 29 11 30 10 3x6 = 31 9 32 8 33 3x6 = 3x4 = 5x6 = 4x6 = 1.5x4 I 6-0-8 11-0-8 16-0-8 21-0-8 26-0-8 29-0-0 6-0-8 5-0-0 5-0-0 5-0-0 5-0-0 2-11-8 late Offsets(X,V)-- [3:0-3-0,0-3-0],[7:0-4-0,0-3-0],[11:0-3-0,0-3-4] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.19 11-12 >999 360 MT20 220/195 Roof Snow=25.0) Lumber DOL 1.15 BC 0.69 Vert(CT) -0.34 11-12 >990 240 CDL CLL 11.0 Rep Stress Incr NO WB 0.72 Horz(CT) 0.03 18 n/a n/a 0.0 Code IBC2015/TPI2014 9.0 Matrix-MS Wind(LL) 0.14 11-12 >999 240 Weight:293 lb FT=20% CDL LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 15-17,16-18:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr I EACTIONS. (lb/size) 17=3055/0-5-8,18=2785/0-5-8 Max Horz 17=161(LC 11) Max Uplift 17=627(LC 8),18=-641(LC 12) Max Gray 17=3066(LC 22),18=2785(LC 1) IORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 14-17=-541/2758,1-17=-622/97,2-3=4957/1009,3-4=-7081/1437,4-5=-7218/1463, 5-6=-5506/1124,6-7=-2071/444,8-18=-101/524,7-18=-2741/640 BOT CHORD 13-14=-678/3155,12-13=-1276/6408,11-12=-1485/7477,10-11=-1329/6720, 9-10=-804/4082 IFEBS 7-9=-621/3240,6-9=-3107/659,6-10=-392/2187,5-10=-1843/407,5-11=-110/768, 4-11=-487/136,4-12=-596/166,3-12=-160/978,3-13=-2107/473,2-13=-471/2558, 2-14=-4038/838 OTES- )2-ply truss to be connected together with 10d(0.131"x3")nails as follows: I ��� R��C Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-7-0 oc. t� S 1 Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. ��Co G I N-,,�R 1© Webs connected as follows:2x4-1 row at 0-9-0 oc. )All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to A I ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. $9 {�©{ cc Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; 444MWFRS(envelope)gable end zone and C-C Exterior(2)0-7-4 to 3-6-8,Interior(1)3-6-8 to 28-4-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate -- woo .- grip DOL=1.60 t! C TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 OREGON Provide adequate drainage to prevent water ponding. L/- �t� +tib` A. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � '�)"- 14, 2° �'�'- 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide /// C>will fit between the bottom chord and any other members. R t t t. 1)Bearing at joint(s)17,18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. EXPIRES: 12-31-2019 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 627 lb uplift at joint 17 and 641 lb uplift at joint 18. April 11,2019 ontinued on Daae 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mail(' um 250 Klug Circle 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?P/7 Quality Criteria,DSB-89 and BCS/Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type Qty Ply 21367-2S OD K5961324 367-2S B01-G MONO TRUSS 2 L n Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:31 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-1J19uGWZyAX221 LCpkju8Y6BcOvgDQ?GYUUWwQzS4Kc 'DOTES- ) Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32,33,34,35,36,37,38,39,40,41,42,43,44, 45,46,47,48,49,50,51 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 11)This truss has been designed for a moving concentrated load of 250.01b live and 250.0Ib dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. I)Girder carries tie-in span(s):4-0-0 from 0-0-0 to 28-1-0 Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 0-2-12,and 82 lb up at 28-9-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. IAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:22-23=-132(F=-60),14-33=-53(F=-35),8-33=-18 Concentrated Loads(Ib) Vert:1=-82 7=82 Trapezoidal Loads(plf) Vert:1=-183(F=60)-to-22-132(F=-60),23=-186(F=-60)-to-7=134(F=-60) 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) IVert:22-23=-111(F=-52),14-33=48(F=-30),8-33=-18 Concentrated Loads(Ib) Vert:1=-71 7=82 Trapezoidal Loads(plf) Vert:1=-155(F=-52)-to-22=-111(F=-52),23=-157(F=52)-to-7=-113(F=-52) Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-62(F=-40),14-33=-53(F=-15),8-33=-38 Concentrated Loads(lb) Vert:1=-55 7=82 111 Trapezoidal Loads(plf) Vert:1=-96(F=-40)-to-22=-62(F=-40),23-98(F=40)-to-7=64(F=-40) Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-53,22-23=34(F=12),7-16=-46,14-33=-1(F=9),8-33=-11 Horz:1-14=16,1-15=53,1-2=-37,2-7=-31,7-8=29,7-16=46 Concentrated Loads(Ib) Vert:1=16 7=82 Trapezoidal Loads(plf) Vert:1=50(F=12)-to-2=48(F=12),2=42(F=12)-to-22=34(F=12),23=44(F=12)-to-7=35(F=12) Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=46,22-23=30(F=8),7-16=48,14-33=-1(F=9),8-33=-11 Horz:1-14=-29,1-15=-46,1-7=-31,7-8=-16,7-16=-48 I Concentrated Loads(Ib) Vert:1=11 7=82 Trapezoidal Loads(plf) Vert:1=37(F=8)-to-22=30(F=8),23=38(F=8)-to-7=31(F=8) 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-30,22-23=-79(F=-46),7-16=-46,14-33=-48(F=-30),8-33=-18 Horz:1-14=-19,1-15=30,1-7=11,7-8=-26,7-16=46 Concentrated Loads(Ib) Vert:1=-63 7=82 ITrapezoidal Loads(plf) Vert:1=-119(F=-46)-to-22=-79(F=-46),23=-121(F=-46)-to-7=81(F=-46) Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=46,22-23=-79(F=-46),7-16=30,14-33=-48(F=-30),8-33=-18 Horz:1-14=26,1-15=-46,1-7=11,7-8=19,7-16=-30 Concentrated Loads(Ib) Vert:1=-63 7=82 Trapezoidal Loads(plf) Vert:1=-119(F=-46)-to-22=-79(F=-46),23=-120(F=-46)-to-7=-81(F=-46) IDead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=43,22-23=38(F=11),7-16=-29,14-33=-1(F=9),8-33=-11 Horz:1-14=15,1-15=43,1-7=-36,7-8=19,7-16=29 Concentrated Loads(Ib) Vert:1=15 7=82 Trapezoidal Loads(plf) Vert:1=48(F=11)-to-22=38(F=11),23=48(F=11)-to-7=39(F=11) 9 Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,22-23=31(F=20),7-16=43,14-33=-1(F=9),8-33=-11 Horz:1-14=-19,1-15=-29,1-7=-20,7-8=-15,7-16=-43 a Concentrated Loads(Ib) Vert:1=27 7=82 ntinued on Daae 3 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M167473 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 Ra T building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IV I i Tele 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 BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-2S 0 e� K5961324 367-2S B01-G MONO TRUSS 2 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:31 2019 Page 3 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-1 J 19uG WZyAX221 LCpkju8Y6BcOvgDQ?GYUU WwQzS4Kc TOAD CASE(S) Standard Trapezoidal Loads(plf) Vert:1=48(F=20)-to-22=32(F=20),23=49(F=20)-to-7=32(F=20) 10) Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-43,22-23=-56(F=-59),7-16=-29,14-33=-48(F=-30),8-33=-18 Horz:1-14=25,1-15=43,1-7=-25,7-8=9,7-16=29 Concentrated Loads(Ib) Vert:1=-81 7=82 ITrapezoidal Loads(plf) Vert:1=-106(F=-59)-to-22=-56(F=-59),23=-108(F=-59)-to-7-58(F=-59) 1)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,22-23=-42(F=-30),7-16=43,14-33=-48(F=-30),8-33=-18 Horz:1-14=-9,1-15=-29,1-7=-10,7-8=-25,7-16=-43 Concentrated Loads(Ib) Vert:1=41 7=82 Trapezoidal Loads(plf) Vert:1=-68(F=-30)-to-22=-42(F=-30),23=-69(F=-30)-to-7=-43(F=-30) I2) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,22-23=38(F=11),7-16=-29,14-33=-1(F=9),8-33=-11 Horz:1-14=12,1-15=-29,1-7=-36,7-8=17,7-16=29 Concentrated Loads(lb) IVert:1=15 7=82 Trapezoidal Loads(plf) Vett:1=48(F=11)-to-22=38(F=11),23=48(F=11)-to-7=39(F=11) 13) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) IVert:1-15=29,22-23=22(F=10),7-16=-29,14-33=-1(F=9),8-33=-11 Horz:1-14=-17,1-15=-29,1-7=-20,7-8=-12,7-16=29 Concentrated Loads(Ib) Vert:1=14 7=82 Trapezoidal Loads(plf) 14 Vert:1=30(F=10)-to-22=22(F=10),23=31(F=10)-to-7=22(F=10) Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,22-23=38(F=11),7-16=-29,14-33=-1(F=9),8-33=-11 Horz:1-14=12,1-15=-29,1-7=-36,7-8=17,7-16=29 Concentrated Loads(Ib) Vert:1=15 7=82 Trapezoidal Loads(plf) Vert:1=48(F=11)-to-22=38(F=11),23=48(F=11)-to-7=39(F=11) ) Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 irUniform Loads(plf) Vert:1-15=29,22-23=22(F=10),7-16=-29,14-33=-1(F=9),8-33=-11 Horz:1-14=-17,1-15=-29,1-7=-20,7-8=-12,7-16=29 Concentrated Loads(Ib) Vert:1=14 7=82 0 Trapezoidal Loads(plf) Vert:1=30(F=10)-to-22=22(F=10),23=31(F=10)-to-7=22(F=10) 6) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,22-23=-46(F=-49),7-16=-29,14-33=-48(F=-30),8-33=-18 IHorz:1-14=23,1-15=-29,1-7=-25,7-8=7,7-16=29 Concentrated Loads(Ib) Vert:1=-68 7=82 Trapezoidal Loads(plf) Vert:1=-88(F=-49)-to-22=-46(F=-49),23=-90(F=-49)-to-7=-48(F=-49) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,22-23=-61(F=-49),7-16=-29,14-33=-48(F=-30),8-33=-18 Horz:1-14=-7,1-15=-29,1-7=-10,7-8=-23,7-16=29 IConcentrated Loads(Ib) Vert:1=-68 7=82 Trapezoidal Loads(plf) Vert:1=-104(F=-49)-to-22=-61(F=-49),23=-106(F=-49)-to-7=-63(F=-49) 18) Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-72(F=-27)-to-7=-50(F=-27) I) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 ntinued on Daae 4 11) 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 t 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 mi MiTek` Iis 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?P/1 Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type Qty Ply 21367-2S K5961324 67-2S B01-G MONO TRUSS 2 e� L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:31 2019 Page 4 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-1 J 19uG WZyAX221 LCpkju8Y6BcOvgDQ?GYUU WwQzS4Kc itAD CASE(S) Standard Uniform Loads(plf) Vert:1-15=-33,22-23=-116(F=-76),7-16=-22,14-33=-59(F=41),8-33=-18 Horz:1-14=19,1-15=33,1-7=-19,7-8=6,7-16=22 Concentrated Loads(Ib) Vert:1=-104 7=82 Trapezoidal Loads(plf) Vert:1=-181(F=-76)-to-22=-116(F=-76),23=184(F=-76)-to-7=-119(F=76) ) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 00 Uniform Loads(plf) Vert:1-15=22,22-23=-106(F=-54),7-16=33,14-33=-59(F=-41),8-33=-18 Horz:1-14=-6,1-15=-22,1-7=-8,7-8=-19,7-16=-33 Concentrated Loads(Ib) Vert:1=-74 7=82 k Trapezoidal Loads(plf) Vert:1=-153(F=54)-to-22=-106(F=-54),23=-155(F=-54)-to-7=-108(F=-54) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=22,22-23=-109(F=-69),7-16=-22,14-33=-59(F=-41),8-33=-18 Horz:1-14=17,1-15=-22,1-7=-19,7-8=5,7-16=22 Concentrated Loads(Ib) Vert:1=-94 7=82 Trapezoidal Loads(plf) Vert:1=-168(F=-69)-to-22=-109(F=-69),23_171(F=-69)-to-7=-112(F=69) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=22,22-23=-121(F=-69),7-16=-22,14-33=-59(F=-41),8-33=-18 Horz:1-14=-5,1-15=-22,1-7=-8,7-8=-17,7-16=22 Concentrated Loads(Ib) IVert:1=-94 7=82 Trapezoidal Loads(plf) Vert:1=-179(F=-69)-to-22=-121(F=-69),23=-182(F=-69)-to-7=-123(F=69) 23) Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) IVert:22-23=-115(F=-53),14-33=-53(F=-35),8-33=-18 Concentrated Loads(Ib) Vert:1=-73 7=82 Trapezoidal Loads(plf) Vert:1=-161(F=-53)-to-22=-115(F=-53),23-163(F=-53)-to-7=117(F=-53) 1111.) 1st Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:1=-536 7=82 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=72(F=-27)-to-7=-50(F=-27) 2nd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F-15),8-33=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 19=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-72(F=-27)-to-7=-50(F=27) I)3rd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 20=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-72(F=27)-to-7=-50(F=-27) 4th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 IConcentrated Loads(Ib) Vert:1=-36 7=82 21=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=27),23=-72(F=-27)-to-7=50(F=27) 28)5th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 IUniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 24=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-72(F=-27)-to-7=-50(F=-27) 6th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 ntinued on oaae 5 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. f 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 MI i?ekp 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/1711 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 Truss Truss Type Qty Ply 21367-2S K5961324 367-2S B01-G MONO TRUSS 2 I 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:31 2019 Page 5 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-1 J 19uG WZyAX221 LCpkju8Y6BcOvgDQ?GYUU WwQzS4Kc TOAD CASE(S) Standard Concentrated Loads(Ib) Vert:1=-36 7=82 25=-500 Trapezoidal Loads(plf) 10 Vert:1=-71(F=-27)-to-22=49(F=-27),23=-72(F=-27)-to-7=-50(F=27) 7th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 26=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=49(F=27),23=-72(F=-27)-to-7=-50(F=-27) 31)8th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 IUniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:1=-36 7=-418 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-72(F=-27)-to-7=-50(F=-27) 12 9th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 Concentrated Loads(lb) Vert:1=-36 7=418 113 Trapezoidal Loads(plf) Vert:1=-71(F=27)-to-22=-49(F-27),23=-72(F=-27)-to-7=-50(F=-27) 10th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 2=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23-72(F=-27)-to-7=-50(F=27) ) 11th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 ifUniform Loads(plf) Vert:22-23=49(F=27),14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 3=-500 Trapezoidal Loads(plf) Vert:1=-71(F=27)-to-22=-49(F=-27),23=-72(F-27)-to-7=-50(F=-27) ") 12th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 11, Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) IVert:1=-36 7=82 4=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-72(F=-27)-to-7=-50(F=-27) 36) 13th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 IUniform Loads(pit) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 5=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-72(F=-27)-to-7=50(F=27) I7) 14th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) 4 Vert:1=-36 7=82 6=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-72(F=-27)-to-7=-50(F=27) 8) 15th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) I Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:1=-36 7=-418 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-72(F=-27)-to-7=-50(F=-27) ) 16th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 27=-500 ITrapezoidal Loads(plf) Vett:1=-71(F=27)-to-22=49(F=-27),23=-72(F=-27)-to-7=-50(F=-27) 17th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 ntimtprf on Dane 6 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek mit 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/TP/1 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 Truss Truss Type Qty Ply 21367-2S K5961324 67-2S B01-G MONO TRUSS 2 A L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:31 2019 Page 6 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-1 J 19uG WZyAX221 LCpkju8Y6BcOvgDQ?GYUU WwQzS4Kc IAD CASE(S) Standard Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 28=-500 Trapezoidal Loads(pif) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-72(F=-27)-to-7=-50(F=-27) 41) 18th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=15),8-33=18 Concentrated Loads(Ib) Vert:1=-36 7=82 29=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-72(F-27)-to-7=-50(F=27) 19th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 30=-500 IITrapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-72(F=-27)-to-7=-50(F=-27) 20th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 31=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-72(F=-27)-to-7=-50(F=-27) ii)21st Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 32=-500 Trapezoidal Loads(plf) IVert:1=-71(F=-27)-to-22=-49(F=-27),23=-72(F=-27)-to-7=-50(F=-27) 22nd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 IConcentrated Loads(Ib) Vert:1=-36 14=-500 7=82 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=49(F=27),23=-72(F=-27)-to-7=-50(F=-27) 46)23rd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 IUniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 13=-500 Trapezoidal Loads(plf) 1117 Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-72(F=-27)-to-7=-50(F=-27) 24th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 12=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-72(F=-27)-to-7=-50(F=-27) 25th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 1 Concentrated Loads(Ib) Vert:1=-36 11=-500 7=82 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-72(F=-27)-to-7=-50(F=27) 26th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 10=-500 Trapezoidal Loads(plf) Vert:1=-71(F=27)-to-22=-49(F=-27),23=-72(F=-27)-to-7=-50(F=-27) 27th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 IConcentrated Loads(Ib) Vert:1=-36 7=82 9=-500 Trapezoidal Loads(plf) Vert:1=-71(F=27)-to-22=49(F=-27),23=-72(F=-27)-to-7=-50(F=23=-72(F=-27)-to-7=-50(F=-27) ntinued on Daae 7I t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mtt-7473 rev.10/03/2015 BEFORE USE. 11 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 �/Ar IYI ifek° is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/MI Qualify 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 b Truss Truss Type Qty Ply 21367-2S K5961324 367-2S B01-G MONO TRUSS 2 A G Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:31 2019 Page 7 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-1JI9uGWZyAX221LCpkju8Y6BcOvgDQ?GYUUWwQzS4Kc AD CASE(S) Standard 1)28th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33—33(F=-15),8-33=-18 I Concentrated Loads(Ib) Vert:1=-36 8=-500 7=82 Trapezoidal Loads(plf) Vert:1=-71(F=27)-to-22=-49(F=-27),23=-72(F=-27)-to-7=-50(F=-27) I $ 1 I 1 I 1 I I I I I 1 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERENCE PAGE MI1-7473 rev.10103I2075 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 Mill R a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �g building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IYI Tek 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?PIf 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 Truss Truss Type Qty Ply 21367-2S K5961325 Ob367-25 B02 MONO TRUSS 15 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:32 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-VVbX5cXBjUfvgBwOMSE7hIfGtoDJytHPn8E3SszS4Kb 3-3-8 8-3-8 13-3-8 18-3-8I 23-3-8 28-9-0 3-3-8 5-0-0 5-0-0 5-0-0 5-0-0 5-5-8 Scale=1:49.1 1 0.25 12 4x6 = 5x12 = 5x6 = 3x4 = 3x4 = 3x6 = I 3x4 II 3x8 = 22 23 6 24 7 25 _8 1 2 19 3 20 4 21 5 17 .r..7.= 12 n ElB 0'') C C N Co C C ' \ 11 O u = 18 114 o 0 26 14 27 13 28 12 29 11 30 10 31 16 15 3x6 = 3x4 = 5x8 = 3x4 = 4x6 = 3x6 II 4x8 = I 5-9-8 10-9-8 15-9-8 20-9-8 25-9-8 28-9-0 5-9-8 5-0-0 5-0-0 5-0-0 5-0-0 2-11-8 late Offsets(X,Y)-- [4:0-3-0,0-3-0],[8:0-4-0,0-3-0],[12:0-4-0,0-3-0] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.95 Vert(LL) -0.17 12-13 >999 360 MT20 220/195 !Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(CT) -0.34 12-13 >995 240 CDL 11.0 Rep Stress Incr NO WB 0.71 Horz(CT) 0.05 18 n/a n/a CLL 0.0 * 9.0 Code IBC2015lTPI2014 Matrix-MS Wind(LL) 0.12 12-13 >999 240 Weight:141 lb FT=20% DL LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-2 oc purlins, OT CHORD 2x4 DF 2400F 2.0E except end verticals. EBS 2x4 DF Stud/Std`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-15:2x4 DF No.1&Btr,17-18:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr IEACTIONS. (lb/size) 15=1334/0-2-8,18=1625/0-5-8 Max Horz 15=127(LC 11) Max Uplift 15=250(LC 8),18=-284(LC 12) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-15=-566/57,3-4=-2266/395,4-5=-3286/603,5-6=-3408/638,6-7=-2690/518, 7-8=-1052/231,9-18=-108/516,8-18=-1598/287 OT CHORD 14-15=-320/1443,13-14=-511/2961,12-13=-619/3509,11-12=-572/3224, 10-11=-371/2086 IEBS 8-10=-264/1615,7-10=-1599/337,7-11=-115/964,6-11=-810/191,6-12=-67/562, 5-12=-382/241,5-13=-458/176,4-13=47/641,4-14=-1008/247,3-14=-163/1159, 3-15=-1834/384 NOTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed;MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-3-8,Interior(1)3-3-8 to 28-1-12 zone;cantilever left and right gi,V) PRO,exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plategZh2)TTCLLp D::ASCE 77-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 .1'Gt `7 �`©i IProvide adequate drainage to prevent water ponding. $� {}�}Fy "31, This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 41 will fit between the bottom chord and any other members. - 6)Bearing at joint(s)18 considers parallel to grain value using ANSITTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. b CZ- Provide mechanical connection(by others)of truss to bearing plate at joint(s)15. 17 OREGON li j Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 250 lb uplift at joint 15 and 284 lb uplift LflNbc . f at joint 18. } Y 14, rZ. 4 9)This truss has been designed for a moving concentrated load of 250.01b live and 250.01b dead located at all mid panels and at all r /IMO- EXPIRES: \. '�j panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 1 Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 1) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at Ex IRE : 12-31-201 9 28-6-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. April 11,2019 AD CASE(S) Standard ntlf],ye 2kl�Na-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 =moo it 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' Iis 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 ANSUTPII 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 b0 Truss Truss Type Qty Ply 21367-2S K5961325 367-2S B02 MONO TRUSS 15 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:32 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-VVbX5cXBjUfvgBwOMSE7hlfGtoDJytHPn8E3SszS4Kb IIOAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-22=-72,9-16=-18 I Concentrated Loads(Ib) Vert:8=-82 Trapezoidal Loads(plf) Vert:22=-72-to-8=-123 I I I 1 1 1 I 1 II I I $ I I o rr. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERENCE PAGE Mtt-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 ivi i ok° 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/TP/1 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 Truss B02-MS Truss Type MONO TRUSS Qty Ply 21367-2S K5961326 367-2S 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 8 Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:40 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-G24YnLdCgxfndPXxg7O?0R_Igoy7gRBbdOAUkOzS4KT 3-3-8 8-3-8 13-3-8I 18-3-8 23-3-8 28-9-0 l 3-3-8 5-0-0 5-0-0 5-0-0 5-0-0 5-5-8 Scale=1:49.1 I 0.25 12 4x6 = I 7x6 = 8x12 = 3x4 5x8 = 3x4 = 3x4 = 4x6 = 12 19 3 20 4 21 22 5 23 24 6 25 7 26 8 "- 17 MEI n In 111! ; mai Cu r o r 16 15 4x8 = 27 14 28 29 13 30 12 31 11 32 10 33 5x6 = 3x4 = 7x6 = 3x6 = 4x8 = 3x8 I 5-9-8 10-9-8 15-9-8 20-9-8 25-9-8 28-9-0 5-9-8 5-0-0 5-0-0 5-0-0 5-0-0 2-11-8 to Offsets(X,V)-- [4:0-3-0,0 4-8],[8:0-3-12,0-4-0],[12:0-3-0,0 5-0] TCLADING (Ps25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.17 13-14 >999 360 MT20 220/195 li 11.0Lumber DOL 1.15 BC 0.80 Vert(CT) -0.31 12-13 >999 240 IDL LL 0.0 * Rep Stress Incr NO WB 0.97 Horz(CT) 0.05 18 n/a n/a DL 9.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.12 13 >999 240 Weight:181 lb FT=20% LUMBER- BRACING- itoOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, T CHORD 2x6 DF 1800E 2.1E except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 17-18:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr I EACTIONS. (lb/size) 15=2013/Mechanical,18=1946/0-5-8 Max Horz 15=125(LC 11) Max Uplift 15=-374(LC 8),18=-343(LC 12) 10 ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-15=-595/41,3-4=-4007/714,4-5=-5721/1051,5-6=-5103/951,6-7=-3700/706, 7-8=-1371/292,9-18=-72/528,8-18=-1891/342 BOT CHORD 14-15=-447/2391,13-14=-944/5300,12-13=-1011/5618,11-12=-823/4572, 10-11=-497/2752 IEBS 8-10=-338/2016,7-10=-2061/423,7-11=-202/1403,6-11=-1276/278,6-12=-115/789, 5-12=-782/220,5-13=-254/406,4-13=-66/694,4-14=-1807/398,3-14=-349/2206, 3-15=-2975/590 NOTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-3-8,Interior(1)3-3-8 to 28-1-12 zone;cantilever left and right Rig[} P �� exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 SCO' `,,1GI N '.&'• s/© 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 C? V 7 .r IProvide adequate drainage to prevent water ponding. <t f nn -5.� This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��L�L�}P E *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ./..0„.....,,,,,Z 6)Refer to girder(s)for truss to truss connections. Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify I capacity of bearing surface. 7 (DREGtaN 41,/Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) I— I-, 24Nt A. 15=374,18=343. 9)This truss has been designed for a moving concentrated load of 250.OIb live and 250.01b dead located at all mid panels and at all d. ' �y . panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. I /�;; R �� Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)633 lb down and 163 lb up at 9-2-12,and 104 lb down and 27 lb up at 28-6-4 on top chord,and 633 lb down and 163 lb up at 9-2-12 on bottom chord. The EXPIRES: 12-31-2019 design/selection of such connection device(s)is the responsibility of others. April 11,2019 .) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(Bk ntinmed o 2 MIME 1AN,WAA 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 I a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M Mak' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?PII Quality Criteria,OSB-89 and BCS/Building Component 250 Klug CircleSafety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type Qty Ply 21367-2S K5961326 11[67-2S B02-MS MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 S Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:40 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-G24YnLdCgxfndPXxg7O?OR_IgOy7gRBbdOAUkOzS4KT IIAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-23=-72,9-16=-18 I Concentrated Loads(Ib) Vert:8=-82 21=-500(F)29=-500(F) Trapezoidal Loads(plf) Vert:23=-72-to-8=-123 I 1 I I I 1 I I I I I I I I It A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. t 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 Millet('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/T7.11 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 (367-2S Truss Truss Type Qty Ply 21367-2S K5961327 BO2A MONO TRUSS 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:33 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-zi9vJyypUonmlKVaw9mMDzBSOBXLh PIZ?ozd_IzS4Ka 3-3-12 8-3-12 13-3-12 18-9-4 3-3-12 5-0-0 5-0-0 5-5-8 Scale=1:31.6 1 0.25 12 4x6 = 5x12 = 3x4 = — 3x4 3x4 = 3x4 = 1 2 15 16 3 17 18 4 19 5 20 6 W 13 n c: o d ( Ji14 iC o LJ 21 10 22 9 23 8 24 7 1211 3x4 = 3x4 = 4x8 = 3x4 = 3x6 H I 5-9-12 10-9-12I 15-9-12 18-9-4 5-9-12 5-0-0 5-0-0 2-11-8 Offsets(XY)-- [6:0-6-0 , ,0-3-0] TCADING (psfL )5.0 SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.08 10-11 >999 360 MT20 220/195 111 CDL 11,0 Lumber DOL 1.15 BC 0.94 Vert(CT) -0.20 10-11 >999 240 CLL 0.0 Rep Stress Incr NO WB 0.45 Horz(CT) 0.02 14 n/a n/a CDL 9.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.03 9-10 >999 240 Weight:96 lb FT=20% LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-8-11 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-11:2x4 DF No.1&Btr,13-14:2x6 DF 1800F 2.1 E OTHERS 2x4 DF No.i&Btr IEACTIONS. (lb/size) 11=916/Mechanical,14=1275/0-5-8 Max Horz 11=127(LC 9) Max Uplift 11=-i77(LC 8),14=-216(LC 12) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. P CHORD 2-11=-565/58,65/58,3-4=-1267/220,4-5=-1463/282,5-6=-683/157,7-14=-112/513, 6-14=-1254/219 OT CHORD 10-11-244/874,9-10 299/1553,8-9=-236/1290 WEBS 6-8=-146/1099,5-8=-959/214,5-9=-13/556,4-9=-346/221,4-10=-509/145, 3-10=-63/742,3-11=-1140/262 IOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 18-2-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 r© P R O1 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 � p. �`� 3)Provide adequate drainage to prevent water ponding. �`Oi 1AG I N ESR cS'/0 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ✓ '� ���E St will fit between the bottom chord and any other members. Refer to girder(s)for truss to truss connections. Bearing at joint(s)14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 00 ...„. .i".. . ., Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 177 lb uplift at joint 11 and 216 lb uplift I at joint 14. -7OREGON 1(f This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all Cr 4- tb( panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 2d , 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7 ' - ' , Q" 1) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)268 lb down and 69 lb up at 1 18-6-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. .. LOAD CASE(S) Standard EXPIRES: 12-31-2019 April 11,2019 ntinued on Daae 2 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/TPII Quality Criteria,OSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-2S 367-2S BO2A MONO TRUSS 4 1 K5961327 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:33 2019 Page 2 ID:BRY3axWkgv6k2RkzwEh89dzjVxF-zi9vJyYpUonmlKVaw9mMDzBSOBXLh PiZ?ozd_IzS4Ka 110AD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-17=-72,7-12=-18 I Concentrated Loads(Ib) Vert:6=-212 Trapezoidal Loads(pif) Vert:17=-72-to-6=-123 I I I I I I j I I I $ I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �R 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 �iTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the trt R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?PII Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 alb Truss Truss Type Qty Ply 21367-2S K5961328 367-2S B02A-MS MONO TRUSS 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 S Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:34 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-RujH W IZRF5vdvU4nUtHbmAkj2b_dQp3iESjAXIzS4KZ 2-5-0 7-5-0 12-5-0 17-5-0 22-10-8 2-5-0 5-0-0 5-0-0 5-0-0 5-5-8 Scale=1:38.9 1 0.25 12 4x6 = 8x10 = 3x4 7x6 s a 3x4 = 3x4 = 3x6 = 1 2 17 3 1819 20 4 21 22 5 23 6 24 7 P1 111 15 oNliir c7 r N M cq r 16 0 r 13 25 26 12 27 11 28 10 29 9 30 8 14 3x6 = 7x6 = 3x4 = 4x4 = 4x8 = 3x8 I 4-11-0 9-11-0 14-11-0 19-11-0 22-10-8 4-11-0 5-0-011 5-0-0 5-0-0 2-11-8 late Offsets(X,Y)-- [3:0-3-0,0-4-8],[7:0-2-0,0-4-0],[11:0-3-0,0-4-8] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.07 10-11 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.48 Vert(CT) -0.12 10-11 >999 240 CDL 11.0 Rep Stress Incr NO WB 0.63 Horz(CT) 0.02 16 n/a n/a CLL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.05 11 >999 240 Weight:147 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, OT CHORD 2x6 DF 1800E 2.1E except end verticals. EBS 2x4 DF Stud/Std`Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 15-16:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr IEACTIONS. (lb/size) 13=1944/Mechanical,16=1486/0-5-8 Max Horz 13=125(LC 11) Max Uplift 13=-364(LC 8),16=-257(LC 12) RCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-13=-550/120,3-4=-2546/449,4-5=-2934/543,5-6=-2457/471,6-7=-987/219, 8-16=-77/524,7-16=-1440/257 OT CHORD 12-13=-370/1594,11-12=-511/2958,10-11=-505/2874,9-10=-346/1949 WEBS 7-9=-228/1429,6-9=-1439/306,6-10=-79/836,5-10=-631/154,5-11=-208/391, sOTES- 4-11=-225/372,4-12=-676/176,3-12=-199/1314,3-13=-2341/473 Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 22-3-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 t�GD PROs TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 ' „� {u Provide adequate drainage to prevent water ponding. SCO 1yGt NE,� !o 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. le *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 'CC" '-^• '� will fit between the bottom chord and any other members. 9200P; Refer to girder(s)for truss to truss connections. )Bearing at joint(s)16 considers parallel to grain value using ANSI/I-PI 1 angle to grain formula. Building designer should verify capacity of bearing surface. ' Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 364 lb uplift at joint 13 and 257 lb uplift0 CC at joint 16. QRE(a©N 4t,/This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all "17 �J9 N �.0 A. panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7 ' Rj�` 0 1) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)633 lb down and 163 lb up at -.R A t L'- 3-4-4,and 104 lb down and 27 lb up at 22-7-8 on top chord,and 633 lb down and 163 lb up at 3-4-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. EXPIRES: -31-2019 2) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). April 11,2019 AD CASE(S) Standard nti ed on oaae 2 AL WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10103/2015 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 iniury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss system:.,see ANSIITP/1 Quality Criteria,DSB-89 and BCS/Building Component ,..e 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss BO2A-MS Truss Type MONO TRUSS Qty 2 1 Ply 21367-2S Job Reference(optional) K5961328 t 67-2S Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:35 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-v4HfkeZ30P1 UXefz2aogJOHuo?Ks9GIrT6Sj3BzS4KY AD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-21=-72,8-14=-18 IConcentrated Loads(Ib) Vert:7=-82 19=-500(F)26=-500(F) Trapezoidal Loads(plf) Vert:21=-72-to-7=-123 1 I I I I I I I I I I I I ...'i. MON A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Nut 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 ANS!/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 Ob Truss Truss Type Qty Ply 21367-2S K5961329 367-2S B02G-MS MONO TRUSS 1 2 G Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:39 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-orWAZ?ca4eXwOFykHQtmTERdYcgF50sROkQxCyzS4KU 3-3-8 8-3-8i 13-3-8 18-3-8 23-3-8 28-9-0 3-3-8 5-0-0 5-0-0 5-0-0 5-0-0 5-5-8 Scale=1:49.2 1 0.25 12 4x6 = 8x10 = 3x4 II 7x6'= 3x4 = 3x4 = 3x4 = 4x8 = 25 7 26 8 12 19 3 20 4 21 22 5 23 24 6 Ell.‘mpyr,t7i,Wir rt3\ moo i. m N r 0 __ o r Y am iO .. ,8 to :, 0 27 14 28 29 13 30 12 31 11 32 10 33 16 15 6x6 = 3x4 = 7x6 = 3x4 = 3x6 = 3x4 II 4x6 =- 1111 I 5-9-8 10-9-8 15-9-8 20-9-8 25-9-8 28-9-0 5-9-8 5-0-0 5-0-0 5-0-0 5-0-0 2-11-8 late Offsets(X,Y)-- [4:0-3-0,0-4-8],[8:0-2-4,0-4-0],[12:0-3-0,0-4-8] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.12 13 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 11.0 .15 BC 0.52 Vert(CT) -0.21 13-14 >999 240 CLL 10 0 * Rep Stress Incr NO WB 0.85 Horz(CT) 0.04 18 n/a n/a DL 9,0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.09 13-14 >999 240 Weight:362 lb FT=20% LUMBER- BRACING- 1 OP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, OT CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 17-18:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr EACTIONS. (lb/size) 15=3215/0-2-8,18=2243/0-5-8 Max Horz 15=125(LC 11) Max Uplift 15=-638(LC 9),18=-398(LC 12) Max Gray 15=3276(LC 19),18=2243(LC 1) IRCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-15=-610/47,3-4=-7125/1465,4-5=-7843/1493,5-6=-6503/1208,6-7=-4503/853, 7-8=-1619/337,9-18=-70/531,8-18=-2182/395 BOT CHORD 14-15=-924/4072,13-14=-1664/7915,12-13=-1391/7340,11-12=-1025/5666, 10-11=-592/3270 I EBS 8-10=-408/2394,7-10=-2463/497,7-11=-280/1825,6-11=-1702/356,6-12=-260/1347, 5-12=-1364/370,5-13=-253/949,4-13=-165/495,4-14=-1333/311,3-14=-849/4215, 3-15=-5000/1025 I OTES- 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: C 0 PR QP6 Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. L Bottom chords connected as follows:2x6-2 rows staggered at 0-6-0 oc. ��Cj �GIN��h /© Webs connected as follows:2x4-1 row at 0-9-0 oc. TT IAll loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to �✓ ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 89200PE Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; / MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-3-8,Interior(1)3-3-8 to 28-1-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate 5,...---e-----* grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.10 OREGON (�� Provide adequate drainage to prevent water ponding. 9f 47a�Dr ply )This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /4 '1)"' 14 '2,° �" - 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide A. $ 0?y will fit between the bottom chord and any other members. ! �R ��, Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. EXPIRES: 12-31-2019 Provide mechanical connection(by others)of truss to bearing plate at joint(s)15. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) April 11,2019 15=638,18=398. ntinon2 IL WARNING--Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1•7473 rev.10/03/2015 9EFORE USE. 111111Design 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/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 b Truss Truss Type Qty Ply 21367-2S K5961329 367-2S BO2G-MS MONO TRUSS 1 n L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:39 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-orWAZ?ca4eXwOFykHQtmTERdYcgF50sROkQxCyzS4KU OTES- 1)This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)633 lb down and 163 lb up at 9-2-12,and 104 lb down and 27 lb up at I28-6-4 on top chord,and 633 lb down and 163 lb up at 9-2-12,and 1899 lb down and 490 lb up at 5-9-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 11 Uniform Loads(plf) Vert:1-2=-72,2-23=-72,9-16=-18 Concentrated Loads(Ib) Vert:8=-82 14=-1500(F)21=-500(F)29=-500(F) I Trapezoidal Loads(plf) Vert:23=-72-to-8=-123 I 1 I I I Il I I I I I r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit 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 Mil®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 ANSUTPII 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 Truss BO2GD-MS Truss Type MONO TRUSS Qty Ply 21367-2S K5961330 t 67-2S1 L n Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:37 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-sTPQ8JbKYOHCmypM9?glOpMJtp48dGt8wQxg73zS4KW I3-3-8 8-3-8I 13-3-8 18-3-8 23-3-8 28-9-0 3-3-8 5-0-0 5-0-0 5-0-0 5-0-0 5-5-8 Scale=1:48.8 1 0.25 12 4x6 = 5x12 = 7x6 = I 12 18 3 19 4 20 21 5 22 23 6 24 7 25 8 16 .N M_ 1 r lir" All —Z 17 to.................................. ....... ......... .......... 1 . .. ............ ......................o. ... .o................... ..........4.................................... .�.5�.�.�.�.�.s�.�.s�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.s�.�.�.2.�.�.�.�.�.�.�.�.s•.•.s•.•.•.•.•.•.•.ss•.•.•.•.•.•.•.•,•,•.•.•.•.•,•,•,•.•.•.•,•,•,•.•,•,•.3•,•,•000,•,•,•.•,•,•,00•DOO,•,•,•,•,•,•,•,•,•,•,•,•,,•OO,•,•0,,•,•,•,•,•,•,•,• 4x4 = I 15 26 14 27 28 13 29 12 30 11 31 10 32 9 7x6 = I 5-9-8 10-9-8 15-9-8 20-9-8I 25-9-8 28-9-0 5-9-811 5-0-0 5-0-0 5-0-0 5-0-0 2-11-8 late Offsets(X,Y)-- [4:0-3-0,0-4-8],[12:0-3-0,0-4-8] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL25.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.01 14-15 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.18 Vert(CT) -0.02 14-15 >999 240 DL 11.0 Rep Stress Ina NO WB 0.24 Horz(CT) -0.01 9 n/a n/a LL 0.0 * Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.01 13-14 >999 240 Weight:362 lb FT=20% DL 9.0 LUMBER- BRACING- P CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, T CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 16-17:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr EACTIONS. All bearings 28-3-8 except(jt=length)17=0-5-8. (lb)- Max Horz 1=207(LC 25) Max Uplift All uplift 100 lb or less at joint(s)10 except 15=-749(LC 30),1=-219(LC 56),12=-138(LC 22),9—107(LC 75),11=-i72(LC 22),13=-288(LC 24), I 14=-689(LC 24),17=-860(LC 25) Max Gray All reactions 250 lb or less at joint(s)except 15=793(LC 43),1=493(LC 54),12=699(LC 80),9=512(LC 83),10=689(LC 82),11=768(LC 81),13=1235(LC 47),14=2745(LC 47),17=937(LC 26) RCES. (lb)-Max.Comp./Max.Ten. All forces 250(Ib)or less except when shown. – P CHORD 2-15=-501/119,2-3=-1009/969,3-4=-842/822,4-5=-866/855,5-6=-877/862, 6-7=-873/841,7-8=-855/843,8-17=-937/860 OT CHORD 14-15=-819/946,13-14=-899/990,12-13 -846/854,11-12=-877/856,10-11 -900/907, 9-10=-714/710 fEBS 8-10=-1044/1044,7-10=-1213/1180,7-11=-1283/1268,6-11=-1153/1167, 6-12=-1206/1217,5-12=-1161/1167,5-13=-1220/1214,4-13=-1390/1231, n�-},cO PROF 4-14=-1416/1266,3-14=-1075/1124,3-15=-1176/1193 r\C° ` t ��yS' y NOTES- �*� ,, ���'7' /0/�, 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: <<✓ �'` I Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. 8920 1 P E Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. APP .....100" 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to • '40P•••• ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. I Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; A. �<(/� MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate10 +/ grip DOL=1.60 / }' aQ 4 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 'Y!1. ' �` Provide adequate drainage to prevent water ponding. IRO 0 All plates are 3x4 MT20 unless otherwise indicated. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. EXPRES: G-31-2�} *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 119 will fit between the bottom chord and any other members. April 11,2019 ntinued on Dace 2 MN MI / AWARNINC.-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mf1-7473 rev.10/03/2015 BEFORE USE. mit 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 iJIiTek' 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?P/f 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 b Truss Truss Type Qty Ply 21367-2S K5961330 0367-2S B02GD-MS MONO TRUSS 1 n G Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:37 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-sTPQ8JbKYoHCmypM9?glOpMJtp48dGt8wQxg73zS4KW OTES- Bearing at joint(s)17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 0) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10 except(jt=lb)15=749,1=219,12=138,9=107, 11=172,13=288,14=689,17=860. 11)This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all panel points along the Top Chord and 11 Bottom Chord,nonconcurrent with any other live loads. This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 28-9-0 for 300.0 plf. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)633 lb down and 163 lb up at 9-2-12,and 104 lb down and 27 lb up at 28-6-4 on top chord,and 633 lb down and 163 lb up at 9-2-12,and 1899 lb down and 490 lb up at 5-9-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-22=-72,9-15=-18 Concentrated Loads(Ib) Vert:8=-82 14=-1500(F)20=-500(F)28=-500(F) aTrapezoidal Loads(plf) IIIVert:22=-72-to-8=-123 I I I 1 1 I I I I I I 1 / WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE Ml1-7473 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 NI 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/1Plf 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 b Truss Truss Type Qty Ply 21367-2S 0 1<5961331 367-2S B03 MONO TRUSS 19 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:41 2019 Page 1 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-kEex_hegbFneFZ670rvEYfW pcQIQZyWkr1 v2G rzS4KS 3-3-8 8-3-8Ii 13-3-8 18-3-8 23-3-8 28-9-0 3-3-8 5-0-0 5-0-0 5-0-0 5-0-0 5-5-8 Scale=1:49.1 1 0.25 12 4x6 = 5x6 = 5x12 = 3x4 3x8 = 3x4 = 3x4 = 3x6 = 12 19 3 20 4 21 5 22 23 6 24 7 25 8 17 CV ,M N CO c ,IVIN/N/ _..K g i L-- am \./AILI\ , 18 . I 16 15 26 14 27 13 28 12 29 11 30 10 31 3x6 = 3x4 = 5x8 = 3x4 = 4x6 = 3x6 4x8 = I 5-9-8 10-9-8 15-9-8 20-9-8 25-9-8 28-9-0 5-9-8 5-0-0 5-0-0 5-0-0 5-0-0 2-11-8 late Offsets(X,Y)-- [4:0-3-0,0-3-0],[8:0-4-0,0-3-0],[12:0-4-0,0-3-0] OADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.95 Vert(LL) -0.17 12-13 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(CT) -0.34 12-13 >995 240 ICDL 11.0 Rep Stress Incr NO WB 0.71 Horz(CT) 0.05 18 n/a n/a CLL 0.0 * Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.12 12-13 >999 240 Weight:141 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-2 oc purlins, OT CHORD 2x4 DF 2400F 2.0E except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-15:2x4 DF No.1&Btr,17-18:2x6 DF 1800F 2.1 E OTHERS 2x4 DF No.1&Btr IEACTIONS. (lb/size) 15=1334/Mechanical,18=1625/0-5-8 Max Horz 15=127(LC 11) Max Uplift 15=-250(LC 8),18=-284(LC 12) 0 ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-15=-566/57,3-4=-2266/395,4-5=-3286/603,5-6=-3408/638,6-7=-2690/518, 7-8=-1052/231,9-18=-108/516,8-18=-1598/287 OT CHORD 14-15=-320/1443,13-14=-511/2961,12-13 -619/3509,11-12=-572/3224, 10-11=-371/2086 gEBS 8-10=-264/1615,7-10=-1599/337,7-11=-115/964,6-11=-810/191,6-12=-67/562, 5-12=-382/241,5-13=-458/176,4-13=-47/641,4-14=-1008/247,3-14=-163/1159, 3-15=-1834/384 NOTES- IWind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-3-8,Interior(1)3-3-8 to 28-1-12 zone;cantilever left and right �D PROfi exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 c n 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 f�� -‘AGt ' ' /C „ Provide adequate drainage to prevent water ponding. -S7 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200F E *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide iewill fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. '► e cc:"` IBearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. j7 OREGON Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=1b) - 2/ 2 �� F. 15=250,18=284. 9)This truss has been designed for a moving concentrated load of 250.0Ib live and 250.0Ib dead located at all mid panels and at all { A. 7 ' Ipanel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. R R t`\- Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 28-6-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. EXPIRES: OG- 1" 1 April 11,2019 OAD CASE S Standard ntirlked on pageo2 MINN M 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,notmg 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/TP/1 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 b Truss Truss Type Qty Ply 21367-2S 0 K5961331 367-2S B03 MONO TRUSS 19 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:41 2019 Page 2 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-kEex_hegbFneFZ670rvEYf WpcQIQZyW kr1 v2GrzS4KS OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase-1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-22=-72,9-16=-18 IConcentrated Loads(Ib) Vert:8=-82 Trapezoidal Loads(plf) Vert:22=-72-to-8=-123 I I I I I I I I I 1 I I I I IA WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M1F7473 rev.10/03/2015 BEFORE USE. no Mil 1 Design valid for use only with MiTek®connectors.This design is based only upon parametersshown,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?PIf Quality Criteria,DSB-B9 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 b Truss Truss Type Qty Ply 21367-2S 0 K5961332 367-2S B03-D MONO TRUSS 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:44 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-9pK3cjgjuAAC61 ri3zSxAH8M0dHLmMaAX?8it9zS4KP 3-3-8 8-3-8 13-3-8 18-3-8 23-3-8 28-9-0 3-3-8 5-0-0 5-0-0 5-0-0 5-0-0 5-5-8 Scale=1:49.1 1 0.25 112 4x6 = 5x12 = 5x6 = 3x4 = 3x6 = 3x6 = 3x4 II 3x6 = 20 5 21 22 6 23 7 24 1 2 18 3 19 416 N O ,N r AIMIIYMIN: M /w2 �� 17 4 i cm i� - -—Oiiiiiii -•z..x..... Oi��O�i•�-••-•-••-- •-rr.r..-....-.'.Ni. •-.-.-•-••-ri•-y4; .- v•. -. -- .-.-..-.-.-.•••",--Vrr--•'••.....- .•.-..-.- -.. ♦♦••♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦ ♦•••••♦•••Oi♦Oi••ii♦i♦iii♦ii♦i♦i♦i♦i♦ii♦i♦ii♦i♦iii♦iii♦iii♦ii♦i♦ii♦i♦i♦ii♦i♦ii♦i♦i♦i♦i♦iiiiiiiiii♦ii♦i♦ii♦i♦i♦i♦i♦i♦i♦i♦ii♦i♦ii♦i♦ii♦ilii♦ilii 6x6 = 3x4 = 3x4 = 3x6 = 3x4 = 3x4 II I 15 25 14 26 13 27 12 28 11 29 10 30 9 5x6 = I 5-9-8 10-9-8 15-9-8 20-9-8 25-9-8 28-9-0 5-9-8 5-0-0 5-0-0 5-0-0 5-0-0 2-11-8 late Offsets(X,Y)-- [4:0-3-0,0-3-0],[8:0-6-0,0-3-0],[12:0-3-0,0-3-0] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.09 14-15 >740 360 MT20 220/195 Roof Snow=25.0) Lumber DOL 1.15 BC 0.91 Vert(CT) -0.20 14-15 >339 240 CDL CLL 11.0 Rep Stress Ina NO WB 0.50 Horz(CT) -0.02 9 n/a n/a 0.0 * 9.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) -0.00 14-15 >999 240 Weight:141 lb FT=20% CDL LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 16-17:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.i&Btr l EACTIONS. All bearings 28-3-8 except(jt=length)17=0-5-8. (Ib)- Max Horz 1=209(LC 33) Max Uplift All uplift 100 lb or less at joint(s)10 except 15=796 LC 38),1=-471(LC 64),12=-i48(LC 30),9—122(LC 83),11=-179(LC 30),13=-139(LC 30), I 14=192(LC 30),17=-919(LC 33) Max Gray All reactions 250 lb or less at joint(s)except 15=943(LC 64),1=501(LC 62),12=714(LC 88),9=510(LC 91),10=695(LC 90),11=768(LC 89),13=699(LC 87),14=725(LC 86),17=996(LC 34) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. – P CHORD 2-15=-780/311,2-3=-1029/973,3-4=-855/836,4-5=-850/838,5-6=-860/852, 6-7=-861/855,7-8=-852/835,8-17=-996/919 tT CHORD 14-15=-957/974,13-14=-839/835,12-13=-865/855,11-12=-875/880,10-11=-892/941, 892/941, 9-10=-731/756 I EBS 8-10=-1129/1109,7-10=-1312/1234,7-11=-1407/1309,6-11=-1252/1209, 6-12=-1294/1253,5-12=-1206/1188,5-13=-1247/1227,4-13=-1205/1195, E� P R Q fi 4-14=-1258/1230,3-14=-1133/1157,3-15=-1280/1280 .. ,,� 00 NOTES- ,.._•• ,�c�G1NE74 f©,� )Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; ICf MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-3-8,Interior(1)3-3-8 to 28-1-12 zone;cantilever left and rightCt" �'7L aP exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 "/'i"' ` .. 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 r)Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. f7 �"OREGON (j/� )*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide '2 4'r1\ A will fit between the bottom chord and any other members. 14 r 2..°)\--� 6)Bearing at joint(s)17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify A Icapacity of bearing surface. `'�/ RILL Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10 except(jt=lb) 15=796,1=471,12=148,9=122,11=179,13=139,14=192,17=919. EXPIRES: 12-31-2019 8)This truss has been designed for a moving concentrated load of 250.0Ib live and 250.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. April 11,2019 ntinued on Daae 2 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/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 b Truss Truss Type Qty Ply 21367-2S 0 K5961332 367-2S B03-D MONO TRUSS 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 8 Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:44 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-9pK3cjgjuAAC61 ri3zSxAH8MOdHLmMaAX?8it9zS4KP OTES- This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 28-9-0 for 300.0 plf. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 28-6-4 on top chord. The 1110 design/selection of such connection device(s)is the responsibility of others. AD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) IVert:1-2=-72,2-21=-72,9-15=-18 Concentrated Loads(lb) Vert:8=-82 Trapezoidal Loads(plf) Vert:21=-72-to-8=-123 I I I I I I I I I I I I t WARNING-Verify design parameters and READ NATES ON THIS AND INCLUDED MfTEK REFERENCE PAGE MII-�4�3 rev.f0/03f20Y5 BEFORE USE. 11111111Design 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 I/TP/f Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,ANSVA 22314. �� Corona,CA 92880 b Truss Truss Type Qty Ply 21367-2S 0 K5961333 367-2S B03-G MONO TRUSS 1 L n Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:45 2019 Page 1 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-d?tRg2hLfU I3kAQudhzAjVha31 jaVIGKmftFPczS4K0 I3-3-8 9-10-4l 13-3-8 18-3-8 23-3-8 28-9-0 3-3-8 6-6-12 3-5-4 5-0-0 5-0-0 5-5-8 Scale=1:49.1 1 0.25 12 4x6 = 5x6 = 5x12 = 3x4 4x6 = 4x6 = 3x4 = 3x4 = 12 19 3 20 4 21 5 22 23 6 24 7 25 8 w Y II 17 - N. csi 11 m `?N C T < . ..'71Nrir r - ,a 10 16 15 26 14 27 13 28 12 29 11 30 10 31 4x6 = 6x6 — 7x6 = 3x4 = 4x4 = 3x4 II 4x8 = I 5-9-8 9-10-4 15-9-8 20-9-8 25-9-8 28-9-0 LADIN5-9-8 4-0-12 5-11-4 5-0-0 5-0-0 2-11-8 G te Offsets(X,V)-- [5:0-3-0,0-3-0],[8:0-4-0,0-3-0],[12:0-3-0,0-4-8],[13:0-3-0,0-4-4] (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/defl Lid PLATES GRIP TCLL 25.0 (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.17 12-13 >999 360 MT20 220/195 Lumber DOL 1.15 BC 0.52 Vert(CT) -0.31 12-13 >999 240 ICDL 11,0 CLL 0.0 Rep Stress Incr NO WB 0.73 Horz(CT) 0.03 18 n/a n/a CDL 9,0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.13 12-13 >999 240 Weight:324 lb FT=20% LUMBER- BRACING- toOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 4-6-3 oc purlins, T CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DF Stud/Std`Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 17-18:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr EACTIONS. (lb/size) 15=2974/Mechanical,18=2484/0-5-8 I Max Horz 15=125(LC 7) Max Uplift 15=-559(LC 5),18=442(LC 8) 0 ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-15=-557/98,3-4=-6209/1243,4-5=-9935/2071,5-6=-7466/1393,6-7=-5006/945, 7-8=-1769/362,9-18=-69/531,8-18=-2422/439 OT CHORD 14-15=-823/3652,13-14=-2145/9962,12-13 -1771/8596,11-12=-1216/6396, 10-11=-650/3591 IEBS 8-10=464/2702,7-10=-2764/552,7-11=-380/2160,6-11=-2101/465,6-12=-371/1788, 5-12=-1596/441,5-13=-472/1719,4-14=-4405/975,3-14=-692/3591,3-15=-4566/919, 4-13=-444/2075 NOTES- I2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc,2x6-2 rows staggered at 0-9-0 oc. -\{ �® PR���StS Bottom chords connected as follows:2x6-2 rows staggered at 0-4-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. `CO ti14G I N E /® 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to C„>^ Iply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ✓ )Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; g t�}(0 MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 40,4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 - > IProvide adequate drainage to prevent water ponding. a This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. OREGONto *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide L- 4. k will fit between the bottom chord and any other members. is '411'' 1 4 2.° }- 8)Refer to girder(s)for truss to truss connections. ! j ' l' Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify '£P R" . capacity of bearing surface. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) EXP)RAJ- 12-31-2019 15=559,18=442. 11)This truss has been designed fora moving concentrated load of 250.OIb live and 250.Olb dead located at all mid panels and at all April 11,2019 anel oints aloe the To Chord and Bottom Chord nonconcurrent with an other live loads. ntinned on page 2 -- AL WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/0372015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` Iis 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 Truss Truss Type Qty Ply 21367-2S K5961333 367-2S B03-G MONO TRUSS 1 n G Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:45 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-d?tRg2hLfU l3kAQudhzAjVha31 jaVlGKmftFPczS4KO OTES- Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 28-6-4 on top chord,and 3165 lb down and 816 lb up at 9-10-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. IAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-22=-72,9-16=-18 Concentrated Loads(Ib) Vert:8=-82 13=-2500(F) Trapezoidal Loads(plf) Vert:22=-72-to-8=-123 I I I 1 1I I I I I I I I I : o A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIl-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notMill a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 'B 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 properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/l Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 13672S Truss B03-MS Truss Type MONO TRUSS Qty Ply 21367-2S 2 1 K5961334 i Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:47 2019 Page 1 I ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-ZO?CFkjbB5YnzUaH160eowmx3rLmzbwdEzMMUUzS4KM 3-3-8 8-3-8 13-3-8 18-3-8 23-3-8 l 28-9-0 3-3-8 5-0-0 5-0-0 5-0-0 5-0-0 5-5-8 Scale=1:49.1 I 0.25 12 4x6 = I 7x6 = 8x12 = 3x4 5x8 = 3x4 = 3x4 = 4x6 = 12 19 3 20 4 21 22 5 23 24 6 25 7 26 8 17 mum n - Mal w N ea Cc,.j:' . ch O 41111\ i C r ..ISPNill1111111111111111111'. 11/PaN Ailliall6. ' -- _-w- 18 o 27 14 28 29 13 30 12 31 11 32 10 33 I 15 16 5x6 = 3x4 = 7x6 = 3x6 = 4x8 = 3x8 4x8 = II I 5-9-8 10-9-8 15-9-8l 20-9-8 25-9-8 28-9-0 5-9-8 5-0-0 5-0-0 5-0-0 5-0-0 2-11-8 late Offsets(X,Y)-- [4:0-3-0,0-4-8],[8:0-3-12,0-4-0],[12:0-3-0,0-5-0] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.17 13-14 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.80 Vert(CT) -0.31 12-13 >999 240 DL 11.0 Rep Stress Incr NO WB 0.97 Horz(CT) 0.05 18 n/a n/a CLL 0.0 * Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.12 13 >999 240 Weight:181 lb FT=20% DL 9.0 LUMBER- BRACING- OP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, OT CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 17-18:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr I EACTIONS. (lb/size) 15=2013/Mechanical,18=1946/0-5-8 Max Horz 15=125(LC 11) Max Uplift 15—374(LC 8),18_343(LC 12) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-15=-595/41,3-4=-4007/714,4-5=-5721/1051,5-6=-5103/951,6-7=-3700/706, 7-8=-1371/292,9-18=-72/528,8-18=-1891/342 OT CHORD 14-15=-447/2391,13-14=-944/5300,12-13=-1011/5618,11-12=-823/4572, 10-11=-497/2752 IVEBS 8-10=-338/2016,7-10=-2061/423,7-11=-202/1403,6-11=-1276/278,6-12=-115/789, 5-12=-782/220,5-13=-254/406,4-13=-66/694,4-14=-1807/398,3-14=-349/2206, 3-15=-2975/590 NOTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; PR MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-3-8,Interior(1)3-3-8 to 28-1-12 zone;cantilever left and right �(�[} OFe. exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plateSO grip DOL=1.60 ` �G((1� .&. /0 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 fir.?, f' IProvide adequate drainage to prevent water ponding. s -! )This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200PE )*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. � III 6)Refer to girder(s)for truss to truss connections. �J . I)Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9 �"OREGON1.0 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Cr- ,- "7N x t` , 15=374,18=343. 9)This truss has been designed for a moving concentrated load of 250.01b live and 250.OIb dead located at all mid panels and at all A- ' ay IIpanel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. '/`/ R °)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 1) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)633 lb down and 163 lb up at 10- EXPIRES: 12-31-201 9-2-12,and 104 lb down and 27 lb up at 28-6-4 on top chord,and 633 lb down and 163 lb up at 9-2-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. April 11,2019 2 In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(Bk n mire on pa MINIM AL WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/0312015 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 �A building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 1lA ilek' Iis 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 ANS//TPIH 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 b Truss Truss Type Qty Ply 21367-2S 0 K5961334 367-2S B03-MS MONO TRUSS 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:47 2019 Page 2 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-ZO?CFkjbB5YnzUaH160eowmx3rLmzbwdEzMMUUzS4KM OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-23=-72,9-16=-18 Concentrated Loads(Ib) Vert:8=-82 21=-500(F)29=-500(F) Trapezoidal Loads(plf) Vert:23=-72-to-8=-123 I I I I I l I 1 I I I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MlTEIC REFERENCE PAGE M11.2473 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 IQ 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 Malek` 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 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Sale 312,Alexandria,VA 22314. memCriteria,DSB-89 and BCE!Building Component Corona,CA 92880 b Truss Truss Type Qty Ply 21367-2S 0 K5961335 367-2S B04 MONO TRUSS 20 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:48 2019 Page 1 I ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-1 aZaS4jDyPgebe8TlpXtK7JOrEgXi87mSd6vOxzS4KL 3-3-8 8-3-8 13-3-8 18-3-8 23-9-8 3-3-8 5-0-0 5-0-0 5-0-0 5-6-0 Scale=1:40.4 I 0.25 12 4x6 = 5x12 = 3x4 I 3x6 = 5x6 = 3x4 = 3x4 = r 1 2 17 3 18 4 19 20 5 21 6 22 Ie In n 15 O N N t X \ Ir o r O 1 i .: ® al u w L\ 16 0 g23 12 24 11 25 10 26 9 27 13 8 I iq 3x12 = 3x4 = 3x4 = 5x6 = 4x4 = 3x6 I 5-9-8 10-9-8 15-9-8 20-9-8 23-9-8 5-9-8 5-0-0 late Offsets(X,V)-- [4:0-3-0,0-3-0],[7:0-4-0,0-3-0],[10:0-3-0,0-3-4] TCLL ADING (psf) 5- 0-0 5-0-0 3-0-0 5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.89 Vert(LL) -0.09 11 >999 360 MT20 220/195 CDL 11.0 Lumber DOL 1.15 BC 0.89 Vert(CT) -0.24 10-11 >999 240 CLL 0.0 Rep Stress Incr NO WB 0.59 Horz(CT) 0.03 16 n/a n/a CDL 9.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.06 11 >999 240 Weight:118 lb FT=20 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr4 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins, IOT CHORD 2x4 DF No.1&Btr*Except* except end verticals. 10-14:2x4 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. EBS 2x4 DF Stud/Std*Except 2-13:2x4 DF No.1&Btr,15-16:2x6 DF 1800F 2.1E ITHERS 2x4 DF No.i&Btr EACTIONS. (lb/size) 13=1123/0-2-8,16=1390/0-5-8 Max Horz 13=128(LC 11) Max Uplift 13=-213(LC 8),16=-239(LC 12) IACES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-13=-565/58,3-4=-1813/316,4-5=-2450/457,5-6=-2173/421,6-7=-911/207, 8-16=-106/515,7-16=-1366/243 BOT CHORD 12-13=-288/1189,11-12=-407/2312,10-11=-435/2495,9-10=-312/1770 ii EBS 3-13=-1508/327,3-12=-114/939,4-12=-728/199,4-11=-145/461,5-11=-267/341, 5-10=-586/130,6-10=-52/778,6-9=-1303/281,7-9=-211/1341 OTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-3-8,Interior(1)3-3-8 to 23-2-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate PR grip DOL=1.60 � +S 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.10 ��CO \AG I(U�•.. /© 3)Provide adequate drainage to prevent water ponding. This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. * �C! on n -!� This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 87�Ut}P will fit between the bottom chord and any other members. )Bearing at joint(s)16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. t �� Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. I Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) v QREGQ tj/ 13=213,16=239. iC 9)This truss has been designed for a moving concentrated load of 250.0Ib live and 250.01b dead located at all mid panels and at all f�.1 �I 14, 2'd '�- panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 1?›‘''' I)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. a; t Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 23-6-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. EXPIRES: 12-31-2019 LOAD CASE(S) Standard April 11,2019 ntinued on oaoe 2 A WARNING-Verify design parameters and READ NOTES ON TRIS AND INCLUDED MtTEK REFERENCE PAGE M11-7473 rev.10/03f2075 BEFORE USE. tut 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 IfyliTek' 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 ANSUTPl7 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 2231Q4. mom Criteria,OSB-89 and BCSI Building Component Corona,CA 92880 0b Truss Truss Type Qty Ply 21367-2S K5961335 367-2S B04 MONO TRUSS 20 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:48 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-1 aZaS4jDyPgebe8TlpXtK7JOrEgXi87mSd6vOxzS4KL OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-19=-72,8-14=-18 I Concentrated Loads(Ib) Vert:7=-82 Trapezoidal Loads(plf) Vert:19=-72-to-7=-123 I I I I I III I I I I I I I I : . rr. 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 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 ANSPTP11 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 Truss Truss Type Qty Ply 21367-2S K5961336 67-2S B04-D MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:53 2019 Page 1 II I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-OYMTVnnMnxIxhP1Q5M731 BOumFMSNRwVcvpgi8zS4KG 3-3-8 I 8-3-8 13-3-8 18-3-8 23-9-8 3-3-8 5-0-0 5-0-0 5-0-0 5-6-0 Scale=1:40.4 I0.25 12 4x6 = 5x12 = 5x6 = 3x4 = 3x6 = 3x4 II 3x6 = 217 I 1 2 16 3_ 17 4 18 19 5 20 6 14 _ aim m N N C r ISI ill : �� y16iiirjii/ — 15 0 O I13 22 12 23 11 24 10 25 9 26 8 6x6 = 3x4 = 3x4 = 5x6 = 3x4 = 3x4 II I 5-9-8 10-9-8 15-9-8 20-9-8 23-9-8 5-9-8 5-0-0 5-0-0 5-0-0 3-0-0 late Offsets(X,Y)-- [4:0-3-0,0-3-0],[7:0-6-0,0-3-0],[10:0-3-0,0-3-0] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL) -0.09 12-13 >740 360 MT20 220/195 Roof Snow=25.0) Roof Lumber DOL 1.15 BC 0.91 Vert(CT) -0.20 12-13 >339 240 DL LL 11.0 Rep Stress Incr NO WB 0.49 Horz(CT) -0.02 8 n/a n/a 0.0 Code IBC2015/TPI2014 9.0 Matrix-MS Wind(LL) -0.00 12-13 >999 240 Weight:118 lb FT=20% DL LUMBER- BRACING- P CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, T CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std`Except` BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 14-15:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr I EACTIONS. All bearings 23-4-0 except Qt=length)15=0-5-8. (Ib)- Max Horz 1=210(LC 33) Max Uplift All uplift 100 lb or less at joint(s)9 except 13=-796(LC 38),1=-472(LC 64),10=-176(LC 30), 8=-119(LC 80),12=-194(LC 30),11=-146(LC 30),15=-897(LC 33) Max Gray All reactions 250 lb or less at joint(s)except 13=943(LC 64),1=501(LC 62),10=770(LC 85),8=511(LC 87),12=725(LC 83),11=711(LC 84),9=695(LC 86),15=974(LC 34) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-13=-781/310,2-3=-1032/979,3-4=-854/831,4-5=-856/842,5-6=-861/850, 6-7=-855/836,7-15=-974/897 T CHORD 12-13=-957/972,11-12=-837/829,10-11=-869/870,9-10=893/941,8-9=-743/771 EBS 3-13=-1278/1280,3-12=-1134/1158,4-12=-1256/1228,4-11=-1210/1198, 5-11=-1277/1235,5-10=-1235/1192,6-10=-1392/1291,6-9=-1294/1214,7-9=-1123/1103 TES- Wind: Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; t] �} Fr MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-3-8,Interior(1)3-3-8 to 23-2-4 zone;cantilever left and right .c(,,`' Css exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,-IN. ��G 1 N�fi-r /NJ. rr ©�/ TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 m✓ 1! Provide adequate drainage to prevent water ponding. 89200P E c'' This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ` • Y"- .. Bearing at joint(s)15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify I capacity of bearing surface. 0 CC -y OREGON lt/ Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9 except(jt=lb) b A. 13=796,1=472,10=176,8=119,12=194,11=146,15=897. O '1)'' 2-" -- 8)This truss has been designed for a moving concentrated load of 250.Olb live and 250.Olb dead located at all mid panels and at all it 14, 'i,. Ipanel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. R R - This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 23-9-8 for 300.0 plf. EXPIRES: 12-31-2019 10)Graphical purlin representation does nc'depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at April 11,2019 23-6-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. ntlnketl onWARNING 2 I►WARRNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERENCE PAGE Mt1-7473 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 bracingectorsmit Klug Circle is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?PII Quality Criteria,DSB-89 and BCS/Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-2S 0 K5961336 367-2S B04-D MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 3 Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:53 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-OYMTVnnMnxlxhP1 Q5M731 BOumFMSNRwVcvpgi8zS4KG 1 AD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-18=-72,8-13=-18 I Concentrated Loads(Ib) Vert:7=-82 Trapezoidal Loads(plf) Vert:18=-72-to-7=-123 I I I I I I / , I I I I I I I / WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411-7473f-7473 rev.70/03/2015 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 ikA ilek° 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 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,ANSVAI?P22314l1Quality Criteria,OSB-89 and BCS/Building Component me=. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-2S K5961337 367-2S B04-G MONO TRUSS 1 n L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:55 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-KwUDwTpclYYewjBpCn9X7c6Hg396rJbo3DlnmlzS4KE 3-3-8 9-10-4 13-3-8I 18-3-8 23-9-8 3-3-8 6-6-12 3-5-4 5-0-0 5-6-0 Scale=1:40.4 I 0.25 12 4x6 = 5x6 = 5x12 = 3x4 3x8 = 4x4 = 3x4 = ,2 17 3 18 4 19 5 20 6 21 15 a n m N m N t r7 o I r Y a. o m o J 16 J q 1 2 13 22 12 23 11 24 10 25 9Y 26 I 14 3x6 = 6x6 = B 4x6 = 7x6 = 3x6 = 3x4 II I 5-9-8 9-10-4 15-9-8I 20-9-8 — 23-9-8 5-9-8 4-0-12 5-11-4 5-0-0 3-0-0 late Offsets(X,Y)-- [5:0-3-0,0-3-0],[7:0-4-0,0-3-0],[10:0-3-0,0-4-8],[11:0-3-0,0-4-4] TCLL OADING (psf25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.11 10-11 >999 360 MT20 220/195 ICDL 11,0 Lumber DOL 1.15 BC 0.45 Vert(CT) -0.20 10-11 >999 240 CLL 0.0 * Rep Stress InaNO WB 0.61 Horz(CT) 0.02 16 n/a n/a CDL 9.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.09 10-11 >999 240 Weight:270 lb FT=20% LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 4-11-6 oc purlins, OT CHORD 2x6 DF 1800E 2.1E except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 15-16:2x6 DF 1800E 2.1E OTHERS 2x4 DF No.1&Btr IEACTIONS. (lb/size) 13=2577/0-2-8,16=2435/0-5-8 Max Horz 13=125(LC 7) Max Uplift 13=-498(LC 5),16=-498(LC 5) Max Gray 13=2605(LC 15),16=2464(LC 15) IORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-13=-556/100,3-4=-5396/1107,4-5=-8572/1842,5-6=-5288/1020,6-7=-1814/374, 8-16=-61/538,7-16=-2389/491 BOT CHORD 12-13=-747/3201,11-12=-1918/8604,10-11=-1468/6797,9-10=-779/3746 WEBS 3-13=-3990/823,3-12=-608/3093,4-12=-3756/866,5-11=-566/2274,5-10=-2139/542, 6-10=-467/2332,6-9=-2828/612,7-9=-514/2728,4-11=-387/1739 ROTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 rowats- oc,2x6-2 rows staggered at 0-9-0 oc. .\<(-\-' no) n fire Bottom chords connected as follows:2x6-2 rows staggered at 0-4-0 oc. V C Webs connected as follows:2x4-1 row at 0-9-0 oc. All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to Oc v4GC NE.&.. 4, ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. T Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed;I 4LCI $92Qt}PE �t� MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 5)Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide -� OREGON Ct will fit between the bottom chord and any other members. ,4„ 4". t b4 k Bearing at joint(s)16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify /0 )" 14, 24 - capacity of bearing surface. 4 F�� Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. R R I Lr„ Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 13=498,hstru16=498. EXPIRES: 12-31-2019 110 )This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. April 11,2019 Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ntin�led RNINGge 2 I)♦WAR IN -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Miele Mil 250 Klug Circle 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 ANSUTP/1 Quality Criteria,DSB-89 and BCS/Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-2S G 0 K5961337 367-2S B04-G MONO TRUSS 1 n Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 a Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:55 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-KwUDwTpclYYewjBpCn9X7c6Hg396rJbo3Dlnm1zS4KE OTES- Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 23-6-12 on top chord,and 3165 lb down and 816 lb up at 9-10-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-4=-72,8-14=-18 Concentrated Loads(Ib) Vert:11=-2500(F)7=-82 Trapezoidal Loads(plf) Vert:4=-72-to-7=-123 I I I I I 1 I I I I I I 1 A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. =me 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 Milek° Iis 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 ANSUTPII Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Safe 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type Qty Ply 21367-2S K5961338 67-2S B04-MS MONO TRUSS 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:56 2019 Page 1 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-o72b8pgE3sgVYtm?mUgmfpeU_TQlajcxlt2KITzS4KD 3-3-8 8-3-8 13-3-8 18-3-8 23-9-8 3-3-8 5-0-0 5-0-0 5-0-0 5-6-0 Scale=1:40.4 1 0.25 12 4x6 = 8x12 = 7x6 = 3x4 = 3x6 = 3x4 I I 4x8 = 5 =_ 23 0 rz 1 2 17 3 18 4 19 20 21 15 w ,i,; O)N 111! rilliVA II. /1111 . 461111116. . 1 Y Y w .. W.0 16 cpO _y — 14 13 24 12 25 26 11 27 10 28 9 29 8 4x6 = 3x4 = 7x6 = 4x6 = 3x8 4x6 = I 5-9-8 10-9-8 15-9-8 20-9-8 23-9-8 I 5-9-8 I 5-0-0 5-0-0 5-0-0 3-0-0 Ite Offsets(XX)-- [4:0-3-0,0-4-8],[7:0-3-12,0-4-0],[10:0-3-0,0-4-8] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.11 11-12 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.71 Vert(CT) -0.20 11-12 >999 240 DL 11.0 Rep Stress lncr NO WB 0.82 Horz(CT) 0.03 16 n/a n/a CLL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.08 11-12 >999 240 Weight:150 lb FT=20% DL 9.0 LUMBER- BRACING- OP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 4-7-14 oc purlins, OT CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DF Stud/Std`Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 15-16:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr I EACTIONS. (lb/size) 13=1732/0-2-8,16=1781/0-5-8 Max Horz 13=126(LC 9) Max Uplift 13—325(LC 8),16—311(LC 12) 0ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-13=-593/40,3-4=-3368/601,4-5=-4545/844,5-6=-3382/645,6-7=-1304/282, 8-16=-75/523,7-16=-1737/312 OT CHORD 12-13=-403/2033,11-12=-814/4383,10-11=-751/4195,9-10=-461/2559 WEBS 3-13=-2530/511,3-12=-282/1830,4-12=-1423/330,4-11=-141/472,5-11=-130/630, 5-10=-1166/277,6-10=-167/1191,6-9=-1836/380,7-9=-305/1848 OOTES- ) Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-3-8,Interior(1)3-3-8 to 23-2-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate pr�y grip DOL=1.60 © r R Op e•adequate drainage age o=25.0 sf prflat roof snow);eventt water ponding.gory II;Exp B;Partially Exp.;Ct=1.10 ��((, P R Epess/ 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. C�i �` /5) C20, This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �✓ .�y nf� $� will fit between the bottom chord and any other members. ^9200P r' Bearing at joint(s)16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. '— i ' Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 13=325,16=311. 4 OREGON /(7 This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all �4A_ t,,, is. - q panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 4 Y 14, Z �. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Oj Ii ) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)633 lb down and 163 lb up at � ` �. 9-2-12,and 104 lb down and 27 lb up at 23-6-12 on top chord,and 633 lb down and 163 lb up at 9-2-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. EXPIRES: -31-2�}1 g 2) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). April 11,2019 OAD CASE(S) Standard !ID ntin ed on page 2 �� AL 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 MjTek` Iis 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 Truss Truss Type Qty Ply 21367-2S K5961338 67-2S B04-MS MONO TRUSS 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:56 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-o72b8pgE3sgVYtm?mUgmfpeU_TQlajcxlt2KITzS4KD IAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-20=-72,8-14=-18 IConcentrated Loads(Ib) Vert:7=-82 19=-500(F)26=-500(F) Trapezoidal Loads(plf) Vert:20=-72-to-7=-123 I I I I I I I I I $ I I I I : , A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. r. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 'mll...„ 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/TP/1 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 it Truss Truss Type Oty Ply 21367-2S K5961339 67-2S BO4A MONO TRUSS 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 3 Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:49 2019 Page 1 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-Vn7ygQkrjioVCojfsW26tLsBae?mRbNvhHrTZNzS4KK 3-3-8 8-3-8 13-3-8 18-3-8 23-9-8 3-3-8 5-0-0 5-0-0 5-0-0 5-6-0 Scale=1:40.4 1 0.25 12 4x6 = 5x12 = 5x6 = 3x4 = 3x4 = r 3x4 II 3x6 = 21 6 22 1 2 17 3 18 4 19 20 5 15 -rr‘ IrAlkIrrrop ON dtN C C C O O XA, 11Na 16 . 23 12 24 11 25 10 26 9 27 14 13 3x12 = 3x4 = 3x4 = 5x6 = 4x4 = 3x6 II I 5-9-8 10-9-8 15-9-8 20-9-8 23-9-8 5-9-8 5-0-0 5-0-0 5-0-0 3-0-0 late Offsets(X,Y)-- [4:0-3-0,0-3-0],[7:0-4-0,0-3-0],[10:0-3-0,0-3-4] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL) -0.09 11 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.89 Vert(CT) -0.24 10-11 >999 240 DL 11.0 Rep Stress Incr NO WB 0.59 Horz(CT) 0.03 16 n/a n/a LL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.06 11 >999 240 Weight:118 lb FT=20% DL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btrto TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins, T CHORD 2x4 DF No.1&Btr*Except* except end verticals. 10-14:2x4 DF 2400E 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. EBS 2x4 DF Stud/Std*Except` 2-13:2x4 DF No.1&Btr,15-16:2x6 DF 1800F 2.1E ITHERS 2x4 DF No.1&Btr EACTIONS. (lb/size) 13=1123/Mechanical,16=1390/0-5-8 Max Horz 13=128(LC 11) Max Uplift 13=-213(LC 8),16=-239(LC 12) tRCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-13=-565/58,3-4=-1813/316,4-5=-2450/457,5-6=-2173/421,6-7=-911/207, 8-16=-106/515,7-16=-1366/243 BOT CHORD 12-13=-288/1189,11-12=-407/2312,10-11=-435/2495,9-10=-312/1770 (EBS 3-13=-1508/327,3-12=-114/939,4-12=-728/199,4-11=-145/461,5-11=-267/341, 5-10=-586/130,6-10=-52/778,6-9=-1303/281,7-9=-211/1341 OTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-3-8,Interior(1)3-3-8 to 23-2-4 zone;cantilever left and right � {d P f Q�r� exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate c grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 s 1\AG t N , , /0 3)Provide adequate drainage to prevent water ponding. C_? `i This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.0 ��✓ O ,G1�dP 7 This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. fl Z Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) -f7 OREGON u , 13=213,16=239. f �� �'�� " A This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all 4 }` 14, 2 i.."‘"`panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ie>� ) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �R t - Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 23-6-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. EXPIRES: 12-31-2019 LOAD CASE(S) Standard April 11,2019 ntinued on oaae 2 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' MIMI mix 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/77.11 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 Truss Truss Type Qty Ply 21367-2S K5961339 67-2S B04A MONO TRUSS 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:49 2019 Page 2 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-Vn7ygQkrjioVCojfs W26tLsBae?mRbNvhHrTZNzS4KK LAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-19=-72,8-14=-18 Concentrated Loads(Ib) Vert:7=-82 Trapezoidal Loads(plf) Vert:19=-72-to-7=-123 I I I I II I I I I A I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. mitmitDesign 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 MOM design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 ANSI TP/1 Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 t67-2S Truss Truss Type Qty Ply 21367-2S K5961340 BO4A-D MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:51 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-R9Fj46m6FK2DS5t2zx4aymyX4ShEvTxC8bKZdGzS4Kl 3-3-8 8-3-8 13-3-8 18-3-8 23-9-8 3-3-8 5-0-0 5-0-0 5-0-0 5-6-0 Scale=1:40.4 a0.25 12 4x6 = 5x12 = 5x6 = 3x4 = 3x6 = 3x4 4x6 = 7 132 17 3 18 4 19 20 5 21 6 22 Al Pi hid A iii A"kin'. ri ., jAhh....0 .w 15 d \hi h h s O No N C C C N.�, O fm6A11, .,. _ 16 6 I 0 23 12 24 11 25 10 26 9 27 14 13 8 3x8 = 3x6 = 5x6 = 4x6 = 3x6 6x6 = I 5-9-8 10-9-8 15-9-8 20-9-8 23-9-8 5-9-8 5-0-0 5-0-0 5-0-0 3-0-0 late Offsets(X,Y)-- [4:0-3-0,0-3-0],[7:0-4-0,0-3-0],[10:0-3-0,0-3-4] 10 TCLL ADING (psf25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.89 Vert(LL) -0.09 11 >999 360 MT20 220/195 fliCDL 11.0 Lumber DOL 1.15 BC 0.89 Vert(CT) -0.24 10-11 >999 240 CLL 0.0 Rep Stress Ina NO WB 0.72 Horz(CT) 0.03 16 n/a n/a CDL 9.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.08 11 >999 240 Weight:118 lb FT=20% LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins, IOT CHORD 2x4 DF No.1&Btr`Except' except end verticals. 10-14:2x4 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. EBS 2x4 DF Stud/Std`Except" 2-13:2x4 DF No.1&Btr,15-16:2x6 DF 1800F 2.1E THERS 2x4 DF No.1&Btr EACTIONS. (lb/size) 13=1123/0-2-8,16=1390/0-5-8 Max Horz 13=209(LC 36) Max Uplift 13=-1087(LC 30),16=-970(LC 39) Max Gray 13=1623(LC 25),16=1767(LC 60) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. II OP CHORD 2-13=-565/58,2-3=-948/929,3-4=-2301/1297,4-5=-2905/1513,5-6=-2630/1430, 6-7=-1429/1064,8-16=-106/515,7-16=-1743/969 OT CHORD 12-13=-1343/1811,11-12=-1441/2764,10-11=-1481/2930,9-10=-1259/2231, 8-9=-745/777 EBS 3-13=-2308/1681,3-12=-1292/1720,4-12=-1553/1359,4-11=-1113/1262, 5-11=-1119/1160,5-10=-1304/1181,6-10=-1087/1409,6-9=-1859/1275,7-9=-1165/1876 OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; ,,co P R Q MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-3-8,Interior(1)3-3-8 to 23-2-4 zone;cantilever left and right .•c<<,t` �S 4exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate Gj . .,l GI N�t�. ct/ grip DOL=1.60 .E` Gov �`� i�_ Nu TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 fit/ ^fy Provide adequate drainage to prevent water ponding. �' •92{ OP t"w This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Bearing at joints)16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 4 . capacity of bearing surface. — OREGONProvide mechanical connection(by others)of truss to bearing plate at joint(s)13. ' + �Dt AProvide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt—Ib) .41Y 14. 2•© '�- 13=1087,16=970. /fir )This truss has been designed for a moving concentrated load of 250.01b live and 250.01b dead located at all mid panels and at all 'c; R 4 1, panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. )drals truss g loads along bottoms been shodfor a totalrd from 0-0-0 rag load of to 23 9-8 f300or plf0 pimber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist EXPIRES: 12-31-2019 f. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 11,2019 ..'t -. •. ... A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. 11.. 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 4 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/TPli 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 b Truss Truss Type Qty Ply 21367-2S K5961340 67-2S BO4A-D MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:51 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-R9Fj46m6FK2DS5t2zx4aymxX4ShEvTxC8bIczdGzS4Kl ROTES- ) Hanger(s TES- Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 23-6-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard IDead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-19=-72,8-14=-18 Concentrated Loads(Ib) Vert:7=-82 I Trapezoidal Loads(plf) Vert:19=-72-to-7=-123 I I 1 I I I I I I I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 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'Tel( mit 250 Klug Circle 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 ANSUTP/f Quality Criteria,DSB-89 and BCS/Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 l$3672S b Truss Truss Type Qty Ply 21367-2S K5961341 B05 MONO TRUSS 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:57 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-GJc_L9gsgAoMAOKCKCB?C1 BZttiDJEd5XXnurvzS4KC 3-3-8 8-3-8 13-3-8I 18-3-8 23-6-12 28-9-0 3-3-8 5-0-0 5-0-0 5-0-0 5-3-4 5-2-4 Scale:1/4"=1' 1 0.25 12 6x6 = 5x6 = 3x4 = 3x4 = 4x8 = 18 3x4 I I 3x6 = 24 7 25 26 8 : : 12 19 3 20 4 21 5 22 23 6 =�, El, ,� a Y .N /Pi Ea. :a V u V @ 16 27 15 28 14 29 13 30 12 31 IMI 32 10 33 9 17 11 3x4 = 3x4 = 5x6 = 3x6 = 3x4 3x4 = 3x6 I 4x8 = I 1 5-9-8 10-9-8 1 15-9-8 1 20-9-8 1 23-6-12 2319-8 25-9-8 1 28-9-0 1 5-9-8 5- 0-0 5-0-0 5-0-0 2-9-4 0-2-12 2-0-0 2-11-8 late Offsets(X,Y)-- [4:0-3-0,0-3-0],[13:0-3-0,0-3-4] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL) -0.09 13-14 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.98 Vert(CT) -0.24 13-14 >999 240 DL 11.0 Rep Stress Incr NO WB 0.58 Horz(CT) 0.04 11 n/a n/a CLL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.05 14 >999 240 Weight:143 lb FT=20% CDL 9.0 LUMBER- BRACING- fQP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc purlins, T CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-16:2x4 DF No.1&Btr,9-18:2x6 DF 1800F 2.1 E IEACTIONS. (lb/size) 16=1002/0-2-8,11=2016/0-5-8 Max Horz 16=127(LC 9) Max Uplift 16=-189(LC 8),11=366(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. IOP CHORD 2-16=-565/58,3-4=-1553/266,4-5=-1975/365,5-6=-1634/301,6-7=-603/620, 7-8=-168/591,8-9=-35/526 OT CHORD 15-16=241/1044,14-15=-326/1942,13-14=-330/1919,12-13=-203/1197, 11-12=-1109/276,10-11=-1109/276 WEBS 7-11=-1914/497,3-16=-1321/291,3-15=-83/869,4-15=-648/168,4-14=-209/397, 5-14=-209/402,5-13=-609/162,6-13=-86/804,6-12=-1208/262,7-12=-199/1303, 8-10=-897/183,7-10=-248/933 *OTES- 1) Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-3-8,Interior(1)3-3-8 to 28-6-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate � ® (��t grip DOL=1.60 tS )TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 �GJ ,14 3) NE�� �( 3)Provide adequate drainage to prevent water ponding. CJ T 1, This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.0 mak/ $9��aP 17 *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Provide mechanical connection(by others)of truss to bearing plate at joint(s)16. ihollp/421, 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 11 16=189,11=366. jr This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all OREGON panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 74./6 .1),- 14, Z� !+ 28-6-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. '(3j ��RRtll- AD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 11,2019 ntinued on Daae 2 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not t a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p A on building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing !VI iTek° mi 250 Klug Circle 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 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-2S K5961341 0367-2S B05 MONO TRUSS 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:57 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-GJc_L9gsgAoMAOKCKCB?C1 BZttiDJEd5XXnurvzS4KC OAD CASE(S) Standard Uniform Loads(plf) Vert:1-2=-72,2-22=-72,9-17=-18 Concentrated Loads(Ib) Vert:8=-82 Trapezoidal Loads(plf) Vert:22=-72-to-8=-126 I I I I I I I I I I I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2075 BEFORE USE. I Mill 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 Whlek` 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 ANSFIrPlf Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-2S K5961342 67-2S CO1 MONO TRUSS 75 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:58 2019 Page 1 I I D:jaigHA2yM7LWX3u 1 OVv7rizjVrO-kVAMYVrVbTxDnAvOuviEkEkspG5m2oEEIBXRNMzS4KB 2-9-0 5-6-0 I 2-9-0 2-9-0 1.5x4 I I 3x4 = 1.5x4 I I Scale=1:17.0 0.25 112 1 2 10 3 11 4 5 111 IP NMI 1 il I 1. =MP= . 10111111111. 6 9 3x6 = 12 7 3x6 = 8 6 I 5-6-0 5-6-0 'FADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP LL 25.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.10 7-8 >581 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.77 Vert(CT) -0.23 7-8 >262 240 TCDL 11.0 Rep Stress lncr YES WB 0.10 Horz(CT) 0.00 7 n/a n/a IIELL 0.0 DL 9.0 Code IBC2015/TP12014 Matrix-MP Wind(LL) 0.00 8 "" 240 Weight:29 lb FT=20% MBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, TCHORD 2x4 DF 2400F 2.0E except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. ACTIONS. (lb/size) 8=247/Mechanical,7=248/Mechanical Max Horz 8=81(LC 11) Max Uplift 8—61(LC 8),7=-29(LC 12) Max Gray 8=637(LC 24),7=610(LC 27) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-594/45,4-7=-526/59 TCHORD 7-8=-137/292 EBS 3-8=-404/128,3-7=-404/151 TES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 2-9-0,Interior(1)2-9-0 to 5-6-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �[� PR©�� will fit between the bottom chord and any other members.4 S' Refer to girder(s)for truss to truss connections. ,-,,Ns. NG 1 N Fac /� 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,7. C,O 1 —."1, This truss has been designed for a moving concentrated load of 250.01b live and 250.0Ib dead located at all mid panels and at all y I panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. `9200P`: Ale,_ CC- I 7 ,OREGON�� / QQ Q 14, 2.%3 44 Q` FRRiL'- EXPIRES: 12-31-2019 April 11,2019 MINN A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MU-7473 rev.10/0312015 BEFORE USE. int,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 k building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ,y��Tek° 250 Klug Circle 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 ANSIJTPII Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-2S K5961343 67-2S C01-D MONO TRUSS 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 3 Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:34:59 2019 Page 1 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-Cikkmrs7Mn34PKUandDTHSG 1 ZgR?nACO_rG?vozS4KA 2-9-0 5-6-0 2-9-0 2-9-0 1.5x4 I I 3x4 = 1.5x4 I I Scale=1:17.0 0.25 112 I 1 2 10 3 11 4 5 II 111 En I i 12 7 6x6 = 9 6x6 = 8 6 5-6-0 5-6-0 'FADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP LL 25.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.10 7-8 >581 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.77 Vert(CT) -0.23 7-8 >262 240 TCDL 11.0 Rep Stress Incr YES WB 0.44 Horz(CT) 0.00 7 n/a n/a I `"'DL 9,0 Code IBC20151TP12014 Matrix-MP Wind(LL) 0.00 8 . 240 Weight:29 lb FT=20% BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, 111°T CHORD 2x4 DF 2400F 2.0E except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. EACTIONS. (lb/size) 8=247/Mechanical,7=248/Mechanical Max Horz 8=244(LC 32) Max Uplift 8—788(LC 30),7=-725(LC 39) Max Gray 8=836(LC 51),7=805(LC 50) IORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-594/45,2-3=-782/787,3-4=-775/775,4-7=-526/60 T CHORD 7-8=-829/815 EBS 3-8=-1106/1136,3-7=-1134/1158 TES- 1)Wind:ASCE 7-10;Vult=l20mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 2-9-0,Interior(1)2-9-0 to 5-6-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. t R �r This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide t" t} Q c will fit between the bottom chord and any other members.4 �tr )� � �� Refer to girder(s)for truss to truss connections. GJ T 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) QY 8=788,7=725. -Ct This truss has been designed for a moving concentrated load of 250.OIb live and 250.0Ib dead located at all mid panels and at all 892QOP panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. E This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist dragili '' loads along bottom chord from 0-0-0 to 5-6-0 for 300.0 plf. '` OREGON-\b' 4./I '4 .1114 24 ` - R R t t �- IIEXPIRES: 12-31-2019 April 11,2019 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 imu�R 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 Mileke 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 ANS47P11 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 Truss Truss Type Qty Ply 21367-2S K5961344 67-2S EBI SPECIAL 10 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:00 2019 Page 1 I D:jaigHA2yM7LWX3u 10Vv7rizjVrO-huH6zBt175Bx1U3n?KligfpF84w1 WfhXDVOYREzS4K9 1-10-8 1-10-8 1 3x4 = 1.5x4 I I Scale=1:10.9 2 7 3 4 I I III I ••••••• •• •• ♦ ••••••••• • • •••a/ •••••••••• ••••••••••••••.•�•�•••••••••�•+•••�••••�.. ••iiiiiii•�•i • ••••••••••• • ••••••••••••••••••• ••._ Oiiii •iii•••••iii•i•••i•••••i•••••••••i•••••••ii•••ii•4•:' iiiiiiiiii • •ic�G4• •iiiiiiiiiiiiiiiiii•i0•iiici I 1.5x4 II 6x6 = 6 8 5 1-10-8 1-10-8 ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP LL 25.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.00 5-6 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.21 Vert(CT) -0.00 5-6 >999 240 TCDL 11.0 Rep Stress Incr YES WB 0.24 Horz(CT) -0.00 6 n/a n/a LL 9.0 * 9.0 Code IBC2015/TP12014 Matrix-P Wind(LL) 0.00 6 **** 240 Weight:10 Ib FT=20% litDL MBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. � EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. (ACTIONS. All bearings 1-10-8. (Ib)- Max Horz 1=125(LC 34) Max Uplift All uplift 100 lb or less at joint(s)except 6=-313(LC 32),1=-215(LC 64),5=-405(LC 31) Max Gray All reactions 250 lb or less at joint(s)5 except 6=541(LC 64),1=497(LC 62),5=532(LC 69) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-6=-529/358,2-3=-416/417,3-5=-516/49 T CHORD 5-6=-382/384 EBS 2-5=-617/617 OTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. tl{ PR n�^1 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 313 lb uplift at joint 6,215 lb uplift at `_�l t1Fery joint 1 and 405 lb uplift at joint 5. `CO AG[NF� /a 7)This truss has been designed for a moving concentrated load of 250.OIb live and 250.0Ib dead located at all mid panels and at all C;1 7 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads.I -v This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag L4 • loads along bottom chord from 0-0-0 to 1-10-8 for 300.0 plf. AP, .. 12- 4 OREGON �Ctr F'friR R 10- 3V IEXPIRES: 12-31-2019 April 11,2019 A WARN/NG-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. burDesign 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 �/T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ,tr'i Te 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 ANSUTP/1 Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-2S K5961345 67-2S EB2 SPECIAL 10 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 8 Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:01 2019 Page 1 I D:jaigHA2yM7LWX3u 1 OVv7rizjVrO-94rUBXu NuOJofeezZ2GxMtLQsUGGF6kgS915_gzS4K8 I I 1-10-8 1-10-8 1 3x4 = 1.5x4 II Scale=1:11.5 2 7 3 4 1 • i• iiiii • iiiiii'.• •••••••••••••••• •••••••••••••••••4 ••iiiiiiiiiiiiiiiiii•ii • !�-�!�`= ••iiiiiii•••••••iiii•••ii••••iii••iilv;.•�•* O•.•000•••O.•••.•.O•.•.+•.•.•.•+•+•••••..••<0� .,. 111 1.5x4 II 656 = 6 8 5 1-10-8 1-10-8 'FADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP LL 25.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.00 5-6 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.21 Vert(CT) -0.00 5-6 >999 240 TCDL 11.0 Rep Stress Incr YES WB 0.25 Horz(CT) -0.00 6 n/a n/a LL 0.0 Code IBC2015/TP12014 Matrix-P Wind(LL) 0.00 6 "" 240 Weight:10 Ib FT=20% CDL 9.0 UMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, TCHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. EACTIONS. All bearings 1-10-8. (Ib)- Max Horz 1—129(LC 30) Max Uplift All uplift 100 lb or less at joint(s)except 6=-331(LC 32),1=204(LC 64),5=-441(LC 31) Max Gray All reactions 250 lb or less at joint(s)5 except 6=536(LC 68),1=497(LC 62),5=532(LC 69) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-6=-516/377,2-3=-418/419,3-5=-515/53 T CHORD 5-6=-384/386 EBS 2-5=-649/649 TES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; 0 MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. IThis truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide n f� will fit between the bottom chord and any other members. t1 U P P V Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 331 lb uplift at joint 6,204 lb uplift at 44,L' fi0� joint 1 and 441 lb uplift at joint 5. CJ• �G t t E 7)This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all C„N /9 01, panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. I This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag00 P loads along bottom chord from 0-0-0 to 1-10-8 for 300.0 plf. i. afp I -71.- OCt REGONN. 144//0 1` 14, Za �}°` FiFill- 11 EXPIRES: 12-31-2019 April 11,2019 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 R 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 IT@ke 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 ANS4TP/1 Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 ..........___ b Truss Truss Type Qty Ply 21367-2S K5961346 67-2S EB3 SPECIAL 26 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:02 2019 Page 1 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-dH PtOsu?fiRfGoD971nAv4ualubV_auggpVfW7zS4K7 I 1I 1-10-8 1-10-8 1.5x4 II 3x4 = Scale=1:8.3 2 7 3 4 i I ••iiiiiiiiiiiiiiiiiiiiiiii•••.4.••••i•i••ii••••••••ii•!•••i• ♦••••••••••••••••• •• ••• •♦•♦••••••••••••• ..�••--.4 O• • ••� 00001•�O.O�•pO.p•OOp�• .�••S.•• •••p�p•�❖cc1•O••.• .•• • • • • iiii •i•• iii •ii•• • •�• •i��4•i • •iiiiiiiiiiii•iiiii••iii.•ii••••i40.10 •ii•iiiii:.. . • •••❖••❖••❖❖••❖ ♦•❖•••••••••••••••••••••♦••♦•••••❖•••. 6 8 3x4 = 5 111 1-10-8 1.5x4 II 1-10-8 ItADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP LL 25.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL) -0.00 5-6 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.21 Vert(CT) -0.00 5-6 >999 240 TCDL 11.0 Rep Stress Ina YES WB 0.19 Horz(CT) -0.00 6 n/a n/a LL 0.0 * Code IBC2015/TP12014 Matrix-P Wind(LL) 0.00 6 **** 240 Weight:8 lb FT=20% CDL 9.0 UMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, OT CHORD 2x4 DF No.1&Btr4 except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FACTIONS. All bearings 1-10-8. (Ib)- Max Horz 1=108(LC 30) Max Uplift All uplift 100 lb or less at joint(s)except 6=225(LC 32),1=-268(LC 64),5=-254(LC 31) Max Gray All reactions 250 lb or less at joint(s)5 except 6=605(LC 64),1=495(LC 62),5=532(LC 69) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-6=-593/267,2-3=410/411,3-5=-516/41 4 OT CHORD 5-6=-374/375 EBS 2-5=-497/497 OTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. G P Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 225 lb uplift at joint 6,268 lb uplift at A, -\, '" �fi{s,sy joint 1 and 254 lb uplift at joint 5. .,CO Q N�F , 7)This truss has been designed for a moving concentrated load of 250.0Ib live and 250.0Ib dead located at all mid panels and at all ' /- panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. �4 11 This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag CC ;.9200P loads along bottom chord from 0-0-0 to 1-10-8 for 300.0 plf. 111 Ct- y OREGON�Ix 44, /O q1' 14, 2° ,4 EXPIRES: 12-31-2019 April 11,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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 T building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing i Iek 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/TP/f 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 b Truss Truss Type Qty Ply 21367-2S K5961347 67-2S EB4 SPECIAL 27 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 S Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:03 2019 Page 1 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-5TzFcCvdQOZWuyoLgTIPRI RI6Hxjj?yzvTEC2ZzS4K6 I 1-10-8 1-10-8 1 1.5x4 II 3x4 = Scale=1:12.3 2 7 3 4 i ........................-...... •.-..•..........:.... .................•................•..................:.:.: ........................................................:: .............................................................. 356 I I 6x6 = 6 8 5 1-10-8 1-10-8 ADING LL (psf25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5-6 >999 360 MT20 220/195 TCDL 11,0 Lumber DOL 1.15 BC 0.21 Vert(CT) -0.00 5-6 >999 240 LL 0.0 Rep Stress Incr YES WB 0.27 Horz(CT) -0.01 6 n/a n/a CDL 9,0 Code IBC2015/TP12014 Matrix-P Wind(LL) 0.00 6 240 Weight:11 lb FT=20% UMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. EACTIONS. All bearings 1-10-8. (Ib)- Max Horz 1=-134(LC 30) Max Uplift All uplift 100 lb or less at joint(s)except 6=-354(LC 32),1=-191(LC 64),5=-489(LC 31) Max Gray All reactions 250 lb or less at joint(s)5 except 6=535(LC 68),1=498(LC 62),5=532(LC 69) NORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-6=-500/402,2-3=-420/421,3-5=-515/58 T CHORD 5-6=-387/389 II/EBS 2-5=-695/695 OTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; IIIMWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. �1cO PRfi Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 354 lb uplift at joint 6,191 lb uplift at ,�` er ' joint 1 and 489 lb uplift at joint 5. \7 t�GI NS. Woo7)This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all �Ct(, T itpanel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. .7 This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag 89200PE ("- loads along bottom chord from 0-0-0 to 1-10-8 for 300.0 plf. 4•F 460P I ,OREGON�� ttf RRtL' Cr " I EXPIRES: 12-31-2019 April 11,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITPI1 Quality Criteria,DSB-89 and BCSI Building Component 1111 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-2S K5961348 67-2S EJ01 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:04 2019 Page 1 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-ZfXdpYwFBJhN W5NYEApe_Vzwrh I DSV W787_ma?zS4K5 2-0-0 2-0-0 Scale=1:22.0 1 7 11 2 1.5x4 H 4x8 = i : i - o " x = 10ODo N Iii :4 O O 1, �. 10 4 1 65 3x4 = 3x6 II 2-0-0 11 late Offsets(X,Y)-- [3:0-1-12,0-2-0] TCLLDING (psf) 2-0 -0 5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 CDL 11.0 Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 4-5 >999 240 CLL 0.0 Rep Stress Incr NO WB 0.12 Horz(CT) -0.00 8 n/a n/a CDL 9.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:16 lb FT=20% LUMBER- BRACING- toOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, T CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr I EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-139(LC 8) Max Uplift 6=-214(LC 8),8=-264(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown, P CHORD 2-5=-647/72,4-8=-49/516,3-8=-564/381 EBS 3-5=-351/370 10 TES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. a This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -<(,,-. � � �} �� � *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ,CO tkG1 N�fi / 6)Refer to girder(s)for truss to truss connections. 1 7 IBearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ✓ capacity of bearing surface. 89200PE Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 214 lb uplift at joint 6 and 264 lb uplift at joint 8. 9)This truss has been designed for a moving concentrated load of 250.0Ib live and 250.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ©RECON I) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at ti 1:r 17, . ��, A 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. - 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). /© 7 4' Q /311A` IAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 11,2019 mit *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' IIIis 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 ANSIJTP/1 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 b Truss Truss Type Qty Ply 21367-2S K5961348 67-2S EJ01 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:05 2019 Page 2 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-1 s5?1 uxuydpE7FykotKtWjW5b5eSBymGMmjJ7SzS4K4 11AD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) Vert:3=-82 Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=-63)-to-3=-146(F=-74) I I I I I I I I I 1 I I I I : I ter. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mi1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,note a truss system.Before use,the building designer must 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 [Ariel( 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/TP/1 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 b Truss Truss Type Oty Ply 21367-2S K5961349 0367-2S EJ02 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:05 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-ts5?1 uxuydpE7FykotKtWjW5b5eSBynGMmjJ7SzS4K4 I 2-0-0 2-0-0 Scale=1:22.0 I 1 2 7 1 1.5x4 II 4x8 = IiiE :4 i i i ' k 1111%=1.11 O 10 4 1 65 3x4 = 3x6 II 2-0-0 2-0-0 LADING te Offsets(X,Y)-- [3:0-1-12.0-2-0] (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 4-5 >999 240 CDL 11.0 Rep Stress Incr NO WB 0.12 Horz(CT) -0.00 8 n/a n/a CLL 0.0 * Code IBC20151TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:16 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* 7-8:2x6 DF 1800F 2.1 E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF No.1&Btr I EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-139(LC 8) Max Uplift 6=-213(LC 8),8=264(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-5=-647/70,4-8=48/516,3-8=-564/381 EBS 3-5=-349/368 OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. { �0 PR apt *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide L610 will fit between the bottom chord and any other members. �G I N -L., /p 6)Refer to girder(s)for truss to truss connections. Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 41.‘f "' capacity of bearing surface. $920�PE r Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 213 lb uplift at joint 6 and 264 lb uplift at joint 8. ,. 9)This truss has been designed for a moving concentrated load of 250.0Ib live and 250.0Ib dead located at all mid panels and at all !� ` panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. OREGON 40 Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at t� 7 �N. /C„ 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. r2 t- 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 7 4, (�Q` IO AD CASE(S) Standard RRtLI- Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 11,2019 IMININ mi 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 LR 1 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?P/l 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 b Truss Truss Type Qty Ply21367-2S K5961349 67-2S EJ02 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:05 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-1 s5?1 uxuydpE7FykotKtWjW5b5eSBynGMmjJ7SzS4K4 AD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) IVert:3=-82(F) Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2-135(F-63),2=-135(F=-63)-to-3=-146(F=-74) I I I I I I I I 1 I I I I I 1 WARNING•Verify des/gn parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MIf-7473 rev.70/0312015 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 ��NUE*.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 Qua250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314lity Criteria,OSB-89 and BCS/Building Component MIME. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-2S K5961350 367-2S EJ03 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:06 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-V2fNEExWjxx5lPWwMbs63w3GLVzgwP1 PbQTsfuzS4K3 I 2-0-0 2-0-0 Scale=1:22.0 1 7 1.5x4 II 1 2 1 4x8 = I/ : 11;: 4x4 = 0?N 0 .. o • 10 4 1 6 5 3x4 = 3x6 I I I 2-0-0 2-0-0 late Offsets(X,V)-- [3:0-1-12.0-2-0] ] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 4-5 >999 240 IDL 11.0 Rep Stress Incr NO WB 0.12 Horz(CT) -0.00 8 n/a n/a CLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:17 lb FT=20% DL 9.0 LUMBER- BRACING- P CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, T CHORD 2x4 DF No.1&Btr Otexcept end verticals. EBS 2x4 DF Stud/Std`Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr I EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6-138(LC 8) Max Uplift 6=-213(LC 8),8=-263(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-5=-647/69,4-8=-48/516,3-8=-564/380 EBS 3-5=-348/367 TES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��c O PR /', 'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide i. SO will fit between the bottom chord and any other members. -0,t Nn /© 6)Refer to girder(s)for truss to truss connections. '- 7 Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �/ ' -' ' capacity of bearing surface. ct• 89200PE t' Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 213 lb uplift at joint 6 and 263 lb uplift at joint 8. 9)This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all 'a " Ipanel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. "W u Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. -9 �"OREGON CO Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at 'may .,t� 1,, 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). .,:b14, " AD CASE(S) Standard II° 11111i1:111.-�- Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 11,2019 ntinued on Daae 2 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 1f IMI 250 Klug Circle 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/TMQuality Criteria,DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type Qty Ply 21367-2S ilb K5961350 367-2S EJ03 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:06 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-V2fNEExWjxx5IPWwMbs63w3GLVzgwP1 PbQTsfuzS4K3 IAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) IVert:3=-82 Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=-63)-to-3=-146(F=-74) I I I I I I s I I I I 1 I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall m�//{�q building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ,y,i I` ° ek 250 Klug Circle 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?PIf Quality Criteria,OSB-89 and BCS/Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-2S K5961351 367-2S II EJO4 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:07 2019 Page 1 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-zEDmRay8UE3xNZ57vINLc8bR5vJvfsHZg4CQBKzS4K2 I I 2-0-0 2-0-0 Scale=1:22.0 1 7 1 2I 1.5x4 II 4x8 = INIII M O 4x4 = o N O N i I NM O �i11ME =11111.. 10 4 I 6 5 3x4 = 3x6 II I 2-0-0 2-0-0 late Offsets(X,Y)-- [3:0-1-12,0-2-0] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 4-5 >999 240 CDL 11.0 Rep Stress Incr NO WB 0.12 Horz(CT) -0.00 8 n/a n/a CLL 0.0 * Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:17 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800E 2.1 E OTHERS 2x4 DF No.1&Btr I EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-138(LC 8) Max Uplift 6=-212(LC 8),8=-263(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-5=-648/68,4-8=-47/517,3-8=-564/380 EBS 3-5=-346/365 IOTES- Wind:ASCE 7-10;Vult=l20mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 IProvide adequate drainage to prevent water ponding. t^� This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��V R ore,*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �, C, will fit between the bottom chord and any other members. `CO �G l N� .. /� 6)Refer to girder(s)for truss to truss connections. Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. GQQPE Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 212 lb uplift at joint 6 and 263 lb uplift at joint 8. jp..000, ' 9)This truss has been designed for a moving concentrated load of 250.01b live and 250.0Ib dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 1)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. QFiEGt7N 11/� ) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at �- b` s 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. /4} 1'}' 14, 2,4 4(- 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). •Ce).‘)` OAD CASE(S) Standard l:111 Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 11,2019 ntinuad on nano 2 A1 WARNING-Verify design parameters and READ NOTES ON THlS AMD tNCLUOED M1TEK REFERENCE PAGE Mff-7473 rev.70!03/2075 BEFORE USE. nutnutDesign 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 TPI7 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VI/ A 22314. mon Criteria,DSB-89 and BCSI Building Component Corona,CA 92880 Truss Truss Type Qty Ply 21367-2S ilbK5961351 367-2S EJ04 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:07 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-zEDmRay8UE3xNZ57vINLc8bR5vJvfsHZg4CQBKzS4K2 IFAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) Vert:3=-82 Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-i35(F=-63)-to-3=146(F=-74) I I I I I I I I I I I 1 I I t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.70!0312015 BEFORE USE. on imolt 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/TPII Quality Criteria,038-89 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 b Truss Truss Type Qty Ply 21367-2S 0 K5961352 367-2S EJ05 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:08 2019 Page 1 I D:BRY3axW kgv6k2 RkzwEh B9dzjVxF-S Rm8fwzm EYBo_jgJT0ua8L8crlf8OJXi 3kyzj mzS4K1 2-0-0 I 2-0-0 Scale=1:22.0 I 7 1 I 1.5x42 11 4x8 = i - MiEll m caro N II4 x4 o? N i , . � N r .0-7141:i p, MN 10 4 I 65 3x4 = 3x6 II I 2-0-0 I 2-0-0 late Offsets(X,Y)-- [3:0-1-12.0-2-0] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc I/dell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 4-5 >999 240 IFDL 11.0 Rep Stress Incr NO WB 0.12 Horz(CT) -0.00 8 n/a n/a LL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:17 lb FT=20% DL 9.0 LUMBER- BRACING- liP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, T CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* 7-8:2x6 DF 1800F 2.1 E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF No.1&Btr illEACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-137(LC 8) Max Uplift 6=-212(LC 8),8=262(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-5=-648/67,4-8=-47/517,3-8=-564/379 EBS 3-5=-345/364 1rTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 IProvide adequate drainage to prevent water ponding. - This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. { �Q P � �� *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide L will fit between the bottom chord and any other members. C �G I I' /p 6)Refer to girder(s)for truss to truss connections. SO �'. IBearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �/ �'j� capacity of bearing surface. 8924�PE Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 212 lb uplift at joint 6 and 262 lb uplift at joint 8. ,-g/• ` 9)This truss has been designed for a moving concentrated load of 250.01b live and 250.01b dead located at all mid panels and at all Ipanel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. OREGON (� Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at I.- 4, ,r� A 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 4 }.- 1 4fp 2.0 -r 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ' '3. �AD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 -61311-‘- EXPIRES: -$1- 4 19 April 11,2019 ntinued on oaae 2 AI WAANING-Verify design parameters and READ NOTES ON TRIS AND INCLUDED M1TEK REFEAENCE PAGE Mtt-7473 rev.t 0!03!2075 BEFORE USE. INFINFDesign 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 ANS4TPI7 Qu250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314ality Criteria,OSB-89 and BCS/Building Component NOM. Corona,CA 92880 0b Truss Truss Type Qty Ply 21367-2S K5961352 367-2S EJ05 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 8 Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:08 2019 Page 2 I D:B RY3ax W kgv6k2 RkzwEh B9dzjVxF-S Rm8fwzm EYBo_jgJT0ua8L8crlf80JXi3kyzjmzS4K 1 ,OAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) I Vert:3=-82 Trapezoidal Loads(plf) Vert:1-132(F=-60)-to-2=-135(F=-63),2=-i35(F—63)-to-3_146(F=-74) I I I I I 1 I I I I I I I I 1 ..... WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Nut 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?P/1 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 b Truss Truss Type Qty Ply 21367-2S 0 K5961353 367-2S EJO6 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:08 2019 Page 1 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-SRm8fwzmEYBo_jgJT0ua8L8crlf70JYi3kyzjmzS4K1 I I 2-0-0 2-0-0 Scale=1:22.0 I 7 1 2 I 1.5x4 I 4x8 = c:-,o i i : " 4x4 = o M _ N 6 k Mel9 ■" Me ,- 1 10 4 6I 3x4 = 5 3x6 II 2-0-0 2-0-0 late Offsets(Xy)-- [3:0-1-12.0-2-0] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 4-5 >999 240 CDL 11.0 Rep Stress Incr NO WB 0.11 Horz(CT) -0.00 8 n/a Na CLL 0.0 * Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:17 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr I EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-137(LC 8) Max Uplift 6=-211(LC 8),8=-262(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-5=-648/66,4-8=-46/517,3-8=-564/379 EBS 3-5=-344/362 IOTES- Wind: ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. I This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ji *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �D PRp� tS will fit between the bottom chord and any other members. t4G`N�fi> /� 6)Refer to girder(s)for truss to truss connections. Bearing at joint(s)8 considers parallel to grain value using ANSI/I-PI 1 angle to grain formula. Building designer should verify ✓ capacity of bearing surface. 892QOPE Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 211 lb uplift at joint 6 and 262 lb uplift at Tr joint 8. 9)This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all ' '"4.11"�� '., , panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. OREGON 40 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated Ioad(s)104 lb down and 34 lb up at � tr � .�, 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. ' '9� 142d . trt 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ' ' TOAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15EXPIRES: 1 2 019 April 11,2019 ntinued on Daae 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing A ilek* mit 250 Klug Circle 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/1'PII Quality Criteria,DSB-89 and BCS/Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-2S 0 K5961353 367-2S EJ06 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:09 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-wdKWsG_O?sJfctFVljPphZhnai_M7mosHOhWGDzS4K0 I OAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) IVert:3=-82 Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F.-63),2=-135(F=-63)-to-3=-146(F—74) I I I I I I I 1 I I I I I I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. t Design valid for use only with MTek®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 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 Malek` 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/►PII Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-2S 0 K5961354 367-2S EJO7 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:09 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-wdKWsG_O?sJfctFVljPphZhnai_M7mosHOhWGDzS4K0 I 2-0-0 I 2-0-0 Scale=1:22.0 I 7 1.5x4 I1 2 4x6 = .r. Jr co°D kVITI co " 4x4 = co �; 6 N I 10 4 6I 3x4 = 5 3x6 I I 2-0-0 2-0-0 late Offsets(X,V)-- [3:0-1-12,0-2-0] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 4-5 >999 240 CDL 11.0 Rep Stress Ina NO WB 0.11 Horz(CT) -0.00 8 n/a n/a CLL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:17 lb FT=20 CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, IOT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DFStud/Std*Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.t&Btr I EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=137(LC 8) Max Uplift 6=-211(LC 8),8=-261(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) RCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-5=-648/65,4-8=-45/517,3-8=-564/378 EBS 3-5=-343/361 TES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 IProvide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ry�j� {O�j O fi� *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide CS will fit between the bottom chord and any other members. ��Co .AGI NE&-� / 6)Refer to girder(s)for truss to truss connections. Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify cc' f7 f, I capacity of bearing surface. 89200PE Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 211 lb uplift at joint 6 and 261 lb uplift at // joint 8. / ` • 9)This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ICC )Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. -f7f OREGON `cf ) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at {i' \- A, 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 7[� 2,, 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). d p�j ' 0.". I '`j-1 RAD CASE(S) Standard I L\-- Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 11,2019 ntinued on oaae 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mff-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 MiTek design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing mil 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 MINIM Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-2S 0 1(5961354 367-2S EJ07 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 S Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:09 2019 Page 2 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-wdKWsG_O?sJfctFV1 jPphZhnai_M7mosHOh WGDzS4K0 IOAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) IVert:3=-82 Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F--63)to-3-146(F=-74) I I I I I I A I I I I I I I / A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p�1d(�p 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?P/1 Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-2S 0 K5961355 367-2S EJ08 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:10 2019 Page 1 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-Opuu4c?0m9R W E0gibRw2DmDyK6KbsD2?W2R4ofzS4K? I 2-0-0 I 2-0-0 Scale=1:22.0 I 7 1.5x4 II I1 2 4x8 = illi oreo1 4x4 = a iiiN ■i♦/ 6 O O s� 10 4 1 65 3x4 = 3x6 II 2-0-0 2-0-0 LADING te Offsets(X,Y)-- [3:0-1-12,0-2-0] (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ltd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 Roof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 4-5 >999 240 CDL CLL 11.0 Rep Stress Incr NO WB 0.11 Horz(CT) -0.00 8 n/a n/a 0.0 Code IBC20151TPI2014 9.0 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:17 lb FT=20% CDL LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr I EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6—136(LC 8) Max Uplift 6=-210(LC 8),8=-260(LC 9) Max Gray 6=553(LC 24),8=585(LC 33) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-5=-648/64,4-8=-45/517,3-8=-564/378 EBS 3-5=-341/359 OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 IProvide adequate drainage to prevent water ponding. — This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0 PR Qp, *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide L ` will fit between the bottom chord and any other members. --) �NGI N� R /7 6)Refer to girder(s)for truss to truss connections. I)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ��✓ -3 capacity of bearing surface. 89200PE Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 210 lb uplift at joint 6 and 260 lb uplift at //'' joint 8. �4 • �If 9)This truss has been designed for a moving concentrated load of 250.01b live and 250.01b dead located at all mid panels and at all Ipanel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 0)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �}`OREGON 1) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at I- fib` A 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 2 '�- 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). d - RRII— I OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 11,2019 ntimlpd on nave 2 P 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 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall A building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iw ilf�k6 mi 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?PIf 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. s Corona,CA 92880 b Truss Truss Type Qty Ply0 21367-2S K5961355 367-2S EJ08 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:10 2019 Page 2 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-Opuu4c?Om9RW EOgibRw2DmDyK6KbsD2?W2R4ofzS4K? 'OAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) Vert:3=-82 Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=-63)-to-3=-146(F=-74) I I I I I I I I I I I I I I t A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/0312015 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/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 Truss Truss Type Qty Ply 21367-2S K5961356 67-2S EJ09 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:11 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-s?SGHx?eXTZNrAPu88RHm_m74WgpbgU9liAdK5zS4K_ I 2-0-0 I 2-0-0 Scale=1:22.0 1 7 1.5x4 I I 1 2 4x8 = 6' m 9 �v TrA: 4x4 = N�,' A „,,,, 8 O O s. 12 4 6 3x4 = 5 3x6 II 2-0-0 late Offsets(X,Y)-- [3:0-1-12,0-2-0] TCLL (psf) 2-0-0 ( 5 0 SPACING- 2-0-0 CSI. DEFL. inloc) I/defl LidGRIP I PLATES (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 CDL 11.0 Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 4-5 >999 240 CLL 0.0 Rep Stress Incr NO WB 0.10 Horz(CT) -0.00 8 n/a n/a CDL 9.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:18 lb FT=20 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. IEBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr I EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=125(LC 8) Max Uplift 6=-194(LC 8),8=-244(LC 9) Max Gray 6=553(LC 24),8=585(LC 33) ItORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-5=-648/62,4-8=-40/517,3-8=-564/346 EBS 3-5=-305/323 111 OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 )Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.} PR Ok7t *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide r,� will fit between the bottom chord and any other members. ."\(°‘c.`3. 6' ti�GI NES. /n 6)Refer to girder(s)for truss to truss connections. )Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ;Ct I capacity of bearing surface. 9200P Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 194 lb uplift at joint 6 and 244 lb uplift at joint 8. �/ 9)This truss has been designed for a moving concentrated load of 250.01b live and 250.01b dead located at all mid panels and at all —4 ,9, Ipanel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 0)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. OREGON L , 1)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at Cs 4- 4 T dc 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 2-°N - 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 7 4' ,ie• OAD CASE(S) Standard ERR 10- Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 11,2019 *A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10103/2015 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 r� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Wel(' Iis 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/TPI7 Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type Qty Ply 21367-2S K5961356 67-2S EJ09 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:11 2019 Page 2 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-s?SGHx?eXTZNrAPu88RHm_m74WgpbgU9liAdK5zS4K_ IAD CASE(S) Standard Uniform Loads(plf) Vert:4-6_18 Concentrated Loads(Ib) IVert:3=-82 Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F=-63),2-135(F=-63)to 3-146(F=-74) I I I I I I I I I II II I I 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° Iis 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 ANS4TP/1 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 Truss Truss Type Qty Ply 21367-2S K5961357 67-2S EJ10 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:12 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-KC0fVH0HInhETK_4isyWJBJlgw02K7mIzMwBsYzS4Jz 2-0-0 I 2-0-0 Scale=1:22.0 1 7 1.5x4 11 I1 21, 4x8 = 0 a 9 All 4x4 = o N I ■=, 8 O 12 4 I 6 5 3x4 = 3x6 II 2-0-0 late Offsets(X,V)-- [3:0-1-12,0-2-0] 2-0-0 ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 4-5 >999 240 DL 11.0 Rep Stress Incr NO WB 0.10 Horz(CT) -0.00 8 n/a n/a CLL 0.0 Code 1BC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:18 lb FT=20% DL 9.0 LUMBER- BRACING- P CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, T CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr I EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-123(LC 8) Max Uplift 6=-i91(LC 8),8=-242(LC 9) Max Gray 6=553(LC 24),8=585(LC 33) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-5=-648/61,4-8=-39/517,3-8=-563/341 EBS 3-5=-300/317 NOTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 IIProvide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.* tl ,D PR Op- This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide T`f will fit between the bottom chord and any other members. ��CO �GC N Etc. /Q 6)Refer to girder(s)for truss to truss connections. Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ��I �fi'' capacity of bearing surface. 89200PE Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 191 lb uplift at joint 6 and 242 lb uplift at joint 8. 9)This truss has been designed for a moving concentrated load of 250.OIb live and 250.01b dead located at all mid panels and at all Ipanel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. OREGON 111 ) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at f� � �N . 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. }' 2, 'T- 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �y7 4' OAD CASE(S) Standard f'1R10-- Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 11,2019 igiiiiiiii wrens A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI!-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' Iis 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 ANSIITPl1 Quality Criteria,OSB-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 Truss Truss Type Qty Ply 21367-2S K5961357 367-2S EJ10 SPECIAL 2 1I Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:12 2019 Page 2 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-KCOfVHOHInhETK_4isyWJBJIgw02K7mIzMwBsYzS4Jz TOAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) IVert:3=-82 Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=135(F=63)-to-3=146(F=74) I I I I I I I I I i I I I I �N 1 Nu A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mi1-7473 rev.10/03/2015 BEFORE USE. ® Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 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 Truss Truss Type Qty Ply 21367-2S K5961358 367-2S103 EJ11 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:12 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-KCOfVHOHInhETK_4isyWJBJIgw02K7olzMwBsYzS4Jz 2-0-0 2-0-0 Scale=1:22.0 1 7 1.5x4 II 1 2 = 4x8 = -IFII , o a,0? m. I .:: 4x4 = co u? 8 0 N O / ME ■ 12 4 1 65 3x4 = 3x6 I I j 2-0-0 I 2-0-0 late Offsets(X,Y)-- [3:0-1-12.0-2-0] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 4-5 >999 240 ICDL 11.0 Rep Stress Incr NO WB 0.10 Horz(CT) -0.00 8 n/a n/a CLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:18 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std`Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr I EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-121(LC 8) Max Uplift 6-188(LC 8),8=-239(LC 9) Max Gray 6=553(LC 24),8=585(LC 33) IORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-5=-648/60,4-8=-38/517,3-8=-563/336 EBS 3-5=-294/311 OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. P Rf�Fr This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ® Ore This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide -S. �1 G s`p - will fit between the bottom chord and any other members. 1 a 6)Refer to girder(s)for truss to truss connections. C? ,7 IBearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �/ -? capacity of bearing surface. �" 89200PE t' Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 188 lb uplift at joint 6 and 239 lb uplift at / /I joint 8. -L' �/�� ' 9)This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. )Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 0 . OREGON Fj Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at 4- a' h. 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. d r 14 e 2.0 4 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRE 12-31-2019 April 11,2019 mi 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 t 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. Iis 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 ANS4TPl1 Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss EJ11 Truss Type SPECIAL Qty 2 1 Ply 21367-2S K5961358 t 67-2S I Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:12 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-KCOfVHOH InhETK_4isyWJBJIgw02K7olzMwBsYzS4Jz LOAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) Vert:3=-82 Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=-63)-to-3—146(F=74) II I I I I I I I I I I I I 1 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �m a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 111001111 building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' 111 250 Klug Circle 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 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type Qty Ply 21367-2S K5961359 67-2S EJ12 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:13 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-oOa1 id1 v34p55UZGGZUIrPrTaJMG3a4RCOfkO_zS4Jy I I 2-0-0 2-0-0 Scale=1:22.0 1 7 1.5x4 II 1 2 4x8 = :�FIII ,o 9 o " 4x4 = m e, ■„ B O O p. 12 4 1 65 3x4 = 3x6 I I 2-0-0 2-0-0 late Offsets(X,Y)-- [3:0-1-12.0-2-0j ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 DL 11.0 Rep Stress lncr NO WB 0.10 Horz(CT) -0.00 8 n/a n/a CLL 0.0 * Code IBC20151TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:18 lb FT=20% DL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr IEACTIONS. (Ib/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-119(LC 8) Max Uplift 6=-186(LC 8),8=-236(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-5=-648/59,4-8=-37/517,3-8=-563/331 EBS 3-5=-288/306 OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 IProvide adequate drainage to prevent water ponding. �ft �{ F fi This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. C t} Q C 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide '`ice ` s�E 9 will fit between the bottom chord and any other members. 1 R 'T 6)Refer to girder(s)for truss to truss connections. C?� Ii Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ct $�2�dP5 capacity of bearing surface. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 186 lb uplift at joint 6 and 236 lb uplift at joint 8. -.01001.7 9)This truss has been designed for a moving concentrated load of 250.01b live and 250.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. j� Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. -� ,}_OREGON 40.Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at +�t` /.. e 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 14,r 2°,3‘,,4 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ,9r OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRE 12-31-2019 April 11,2019 "A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MA-7473 rev.10/03/2015 BEFORE USE. Mil 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' Iis 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 ANS4TPII 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 b Truss Truss Type Qty Ply 21367-2S 367-2S EJ12 SPECIAL 2 1 K5961359 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:13 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-oOa1 id 1 v34p55UZGGZUIrPrTaJMG3a4RCOfkO_zS4Jy 1OAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) I Vert:3=-82 Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F-63),2=-135(F=-63)-to-3—146(F=-74) I I I I I I I I I I I I I a I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall A 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Rug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-2S K5961360 367-2S$ EJ13 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:14 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-Ga8Pvz2XgOyyie8TgG?_OcOeKjiVo1 KbRgPHwQzS4Jx I I 2-0-0 2-0-0 Scale=1:22.0 I 7 1.5x4 II 1 2 4x8 = 0 op9 4x4 = m coN OM6 1 EMI .` O O 1011 i♦/MIAMI! 12 4 6 3x4 = 5 3x6 II t 2-0-0 2-0-0 Ilate Offsets(X,V)-- [3:0-1-12,0-2-0] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 111CDL 11.0 Rep Stress Incr NO WB 0.10 Horz(CT) -0.00 8 n/a n/a CLL 0.0 * Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:18 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.t&Btr except end verticals. EBS 2x4 DF Stud/Std`Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1 E OTHERS 2x4 DF No.1&Btr 111 EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-117(LC 8) Max Uplift 6=-i83(LC 8),8=-233(LC 9) Max Gray 6=553(LC 24),8=585(LC 33) IIIORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-5=-648/58,4-8=-36/517,3-8=-563/326 EBS 3-5=-282/300 OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 I)Provide adequate drainage to prevent water ponding. )This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. of J P R QFC *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide T' Gt /� will fit between the bottom chord and any other members. T 6)Refer to girder(s)for truss to truss connections. Nu /fj I)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify -? capacity of bearing surface. 892{}�P r' )Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 183 lb uplift at joint 6 and 233 lb uplift at �r joint 8. 9)This truss has been designed for a moving concentrated load of 250.01b live and 250.01b dead located at all mid panels and at all 1 , 40• panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 0 Cr I 0)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. OREGON1) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at 1- � r\ce)0. I>` A 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. ,y 74,12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). q IOAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXP!RES: 12-31-2019 April 11,2019 ntimied on nano 9 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10703/2015 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 N1ilek` mit 250 Klug Circle 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 ANSUTPII Quality Criteria,DSB-89 and BCS/Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-2S K5961360 367-2S EJ13 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:14 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-Ga8Pvz2XgOyyie8TgG?_OcOeKjiVo1 KbRgPHwQzS4Jx TOAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) IVert:3=-82 Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-i35(F=-63)-to-3=146(F=74) I I I I I I I I I I I I I 1 Nit A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. ` t 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 ANSIITP/f 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 b Truss Truss Type Qty Ply 21367-2S K5961361 367-2S I EJ14 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:15 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-knin7J29bi4pKojfN_WDwgxp371 kXUckgK9rSszS4Jw 1 2-0-0 2-0-0 Scale=1:22.0 1 7 1.5x4 II 1 2 4x8 = I , 0 I9 :tu 4 = t- 1111 N ,/ „ O , raillin 12 4 1 65 3x4 = 3x6 I I 2-0-0 2-0-0 11late Offsets(X,Y)-- [3:0-1-12.0-2-0] 0ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 ICDL 11.0 Rep Stress lncr NO WB 0.09 Horz(CT) -0.00 8 n/a n/a CLL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:18 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr11 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.i&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800E 2.1E OTHERS 2x4 DF No.1&Btr IEACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6-116(LC 8) Max Uplift 6=-i80(LC 8),8=-230(LC 9) Max Gray 6=553(LC 24),8=585(LC 33) ItORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-5=-648/57,4-8=-35/517,3-8=-563/321 EBS 3-5=-277/294 OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. �� P R F� This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ® Q G *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide , t� will fit between the bottom chord and any other members. .,c_•\(0‘ , � � rsf� 6)Refer to girder(s)for truss to truss connections. C;J 1- )Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify }� capacity of bearing surface. 4t7.-..\.d 89200PE { J Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 180 lb uplift at joint 6 and 230 lb uplift at „-7 joint 8. 9)This truss has been designed for a moving concentrated load of 250.0Ib live and 250.OIb dead located at all mid panels and at all AIMIIIP - panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. I 0)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. A_ OREGON (�� 1)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up atIii "�74).- 1-9-12 Q ���` A. 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. ' 14 t 2. ..-7 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). t?y IOAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 11,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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 Ire le is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding theI -fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS,I/TPII Qualify 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 t Truss Truss Type Qty Ply 21367-2S K5961361 67-2S EJ14 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:15 2019 Page 2 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-knin7J29bi4pKojfN_W Dwgxp371 kXUckgK9rSszS4Jw TOAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) I Vert:3=-82 Trapezoidal Loads(pif) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=-63)-to-3=146(F=-74) I I 1 I I I I I i 1 I I I I t WNW A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 ob Truss Truss Type Qty Ply 21367-2S K5961362 1367-2S EJ15 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:16 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-DzF9Kf3nM?CgyxHrxhlST1T_pXNyGx_uu_uO?JzS4Jv I I 2-0-0 2-0-0 Scale=1:22.0 II 1.5x4 II 7 1 2 4x8 = I !■lE_■ 00 o>ci? m,- IIco 4x4 = cL ■ , 8 I o 0 ii� 12 4 1 68 3x4 = 3x6 I I 2-0-0 2-0-0 Ilate Offsets(XX)-- [3:0-1-12,0-2-0] OADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 CDL 11.0 Rep Stress Incr NO WB 0.09 Horz(CT) -0.00 8 n/a n/a CLL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:19 Ib FT=20 CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std`Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr I EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-108(LC 8) Max Uplift 6=-167(LC 8),8=-218(LC 9) Max Gray 6=553(LC 24),8=585(LC 33) ItORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-5=-648/54,4-8=-30/518,3-8=-563/300 EBS 3-5=-253/269 OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4paf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psi(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 )Provide adequate drainage to prevent water ponding. f Fr I This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. G t} PR Q G `This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide t' will fit between the bottom chord and any other members. �Co� e_ Gt NEL:1. `x/22 6)Refer to girder(s)for truss to truss connections. N? 1, )Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify E�/ -37 capacity of bearing surface. 8924QP Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 167 lb uplift at joint 6 and 218 lb uplift at joint 8. 9)This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all Ile_ , Ipanel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 0)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ` �}_OREGON 11/� 1) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at In 4- 4 Q�b` -.., 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. d }' 14, 2 i`� 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). j p t '3 11 OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 11,2019 mit 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 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' Iis always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 b Truss Truss Type Qty Ply 21367-2S K5961362 1367-2S EJ15 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:16 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-DzF9Kf3nM?CgyxHrxhlST1T_1XNyGx_uu_uO?JzS4Jv TOAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) I Vert:3=-82 Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=-63)-to-3=-146(F=-74) I I I I I I I I I i I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI47473 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 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 b Truss Truss Type Qty Ply 21367-2S 11 K5961363 367-2S EJ16 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:16 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-DzF9Kf3nM?CgyxHrxhlST1T_pXNxGxouu_uO?JzS4Jv 1 2-0-0 2-0-0 Scale=1:22.0 I 1.5x4 II 7 1 2 4x8 = ■:�_■ o9 dhm M,- / . ...9 II 4x4 4x4 = N i i 1 ■„ 6 — O ►7 12 4 1 65 3x4 = 3x6 I I 2-0-0 2-0-0 late Offsets(X,Y)-- [3:0-1-12,0-2-0] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 CDL 11.0 Rep Stress Incr NO WB 0.08 Horz(CT) -0.00 8 n/a n/a CLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:19 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.l&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800E 2.1E OTHERS 2x4 DF No.1&Btr I EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=107(LC 8) Max Uplift 6=-i64(LC 8),8=-214(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-5=-648/54,4-8=-29/518,3-8=-563/294 EBS 3-5=-247/263 OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. co PR(�� *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide t will fit between the bottom chord and any other members. �Gj ��G I Ill f� 6)Refer to girder(s)for truss to truss connections. fi? Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �J capacity of bearing surface. 89200PE C' Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 164 lb uplift at joint 6 and 214 lb uplift at joint 8. 9)This truss has been designed for a moving concentrated load of 250.OIb live and 250.0Ib dead located at all mid panels and at allI '' panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. b , '" 0)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ORE=�� / 1) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at I-. "b` k 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. /6 4 /2 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ' RP'OAD CASE(S) Standard )Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXP RES: 12-31-2019 April 11,2019 ntimtpd on nanP 2 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 rwwww building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' mil 250 Klug Circle 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 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 21367-2S K5961363 67-2S EJ16 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:16 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-DzF9Kf3nM?CgyxHixhlST1T_pXNxGxouu_uO?JzS4Jv 1113 AD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) IVert:3=-82 Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=63)-to-3=-146(F=-74) I I I I I I 1 I I I I I I 1 1 s WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1•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,notr•�p a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Ifabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI TP/7 Quality Criteria,DSB-89 and BCS/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 21367-2S K5961364 1367-2S EJ17 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:17 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-h9pYY?4P7JKXZ5s2VPYh0F09ZxjA?0117eeyXIzS4Ju 1 I 2-0-0 2-0-0 Scale=1:22.0 I7 1.5x4 II 1 2• = IIIII ,o■14x8 9 4x4 = N _' 8 o I sUrill 0 12 4 6 3x4 = 1 5 356 II 2-0-0 2-0-0 late Offsets(X,V)-- [3:0-1-12,0-2-0] OLADING (psf) LL 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 IICDL 11.0 Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 CLL 0.0 * Rep Stress Incr NO WB 0.08 Horz(CT) -0.00 8 n/a n/a CDL 9.0 Code 1BC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800E 2.1E OTHERS 2x4 DF No.1&Btr I EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-105(LC 8) Max Uplift 6=-161(LC 8),8=-211(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) IORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-5=-648/53,4-8=-28/518,3-8=-563/289 EBS 3-5=-241/257 NOTES- IWind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.11;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. P P�� 1 *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. �`Co � t 01 GINE, /I 6)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify JL4 capacity of bearing surface. 89200P Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 161 lb uplift at joint 6 and 211 lb uplift at joint 8. 9)This truss has been designed for a moving concentrated load of 250.01b live and 250.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1 4 lbdown7 OREGON �{/ 0 and 34 lb upat PPL � I 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. /6 "/Y 14 2,Q 4 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). A. R �� 0' OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXP RES: '12-31-2019 April 11,2019 .I'. -. .. .-.- =NM ma A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. t 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 ANSIITPl1 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 21367-2S K5961364 1367-2S EJ17 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:17 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-h9pYY?4P7JKXZ5s2VPYhOF09ZxjA?0117eeyXIzS4Ju LOAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(lb) Vert:3=-82 Trapezoidal Loads(plf) Vert:1-132(F=-60)-to-2=-135(F=-63),2=-135(F=-63)-to-3=146(F=-74) I I I I I III I I I I I I I t _� A WARNING • -Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. t Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 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 21367-2S K5961365 1367-2S EJ18 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 5 Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:18 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-9MNwIL51 udSOBFRE363wYSZJJK3PkgaBMINV3BzS4Jt I 2-0-0 2-0-0 Scale=1:22.0 I 1.5x4 II 7 1 2 4x8 = IMErallil 1 �_ o r3 rn lUlL 4x48t ME �, i o vAl=11111111. `? 12 4 6 3x4 = 1 5 3x6 II 2-0-0 2-0-0 Ilate Offsets(X,Y)-- [3:0-1-12.0-2-0] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 CDL 11.0 Rep Stress Incr NO WB 0.08 Horz(CT) -0.00 8 n/a n/a CLL 0.0 * Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:20 lb FT=20% CDL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800E 2.1E OTHERS 2x4 DF No.1&Btr I EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-103(LC 8) Max Uplift 6=-157(LC 8),8=-208(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) itORCES. Ib -Max.Comp./Max.Ten.-All forces 250 Ib or less except when shown. OP CHORD 2-5=-648/52,4-8=-27/518,3-8=-563/283 EBS 3-5=-235/251 NOTES- ')Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. I)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.} PR Q�C *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide s will fit between the bottom chord and any other members. �,,, ti\AGI N 1 /© 6)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify JL4 "j"' Icapacity of bearing surface. 892{}0 P )Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 157 lb uplift at joint 6 and 208 lb uplift at joint 8. // 9)This truss has been designed for a moving concentrated load of 250.OIb live and 250.0Ib dead located at all mid panels and at all %�r --1 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. . 0) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9 OREGON (� I 1) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at L� 2J� \-.e:-C11::14:9-14. � �., 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. t2 - 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ' � IOAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 11,2019 ntinued on Daae 2 AI � WARNING-Verify tlesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mt1-7473 rev.70/03/2015 BEFORE USE. litlitDesign 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 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 ANSVTPII Duality 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 21367-2S K5961365 1367-2S EJ18 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:18 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-9MNwIL51udSOBFRE363wYSZJJK3PkgaBMINV3BzS4Jt IOAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) I Vert:3=-82 Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-i35(F=-63)-to-3=-146(F=74) I I I I I I 1 1 1 I I I I I : / __ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEIL REFERENCE PAGE MB-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 Marek` 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 Oty Ply 21367-2S K5961366 367-2S EJ19 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:19 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-dYxlzg5gfwaEpPOQcga95g5U3kPeTHsKay72bezS4Js I I 2-0-0 2-0-0 Scale=1:22.0 I1.5x4 II 7 1 2 4x8 = -II , q o- m^ -9 0 i .. 4x4 = N ,/ 80 k _ �■ 12 4 6 3x4 = I5 3x6 I I 2-0-0 2-0-0 Ilate Offsets(X,V)-- [3:0-1-12.0-2-0] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 CDL 11.0 Rep Stress Incr NO WB 0.08 Horz(CT) -0.00 8 n/a n/a CLL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:20 lb FT=20% CDL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800E 2.1E OTHERS 2x4 DF No.1&Btr I EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-101(LC 8) Max Uplift 6=-154(LC 8),8=-204(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) IORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-5=-648/51,4-8=-26/518,3-8=-563/278 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; IMWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4 . *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide t � p © � will fit between the bottom chord and any other members. • �„ Refer to girder(s)for truss to truss connections. \� �G i N h /© 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4? -57_,.%""-5!f itProvide mechanical connection(by others)of truss to bearing plate capable of withstanding 154 lb uplift at joint 6 and 204 lb uplift at $920C}P E joint 8. This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. )Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up atI OREGON 4j 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 4. '4t 'A,In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). f0/�''/)'' 14, 2.0 '�- LOAD CASE(S) Standard 4 . R i\-\„ IDead+Snow(balanced):Lumber Increase-1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:4-6-18 EXPIRES: 12-31"2019 April 11,2019 ntinued on oaae2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.70/03/2015 BEFORE USE. lit 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 F4ijek`. 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 ANSUTPI7 Quality Criteria,DSB-89 and BCS/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 21367-2S K5961366 1367-2S EJ19 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:19 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-dYxlzg5gfwaEpPOQcga95g5U3kPeTHsKay72bezS4Js TOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-82 Trapezoidal Loads(plf) I Vert:1=-132(F=-60)-to-2=-135(F=63),2=-i35(F=-63)-to-3—146(F=-74) I I I I I I I I I 1 I I I I I �� ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/0312015 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 Frei(' 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 ANSUTPII Quality 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. T Criteria,OSB-89 and BCSI Building Component Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-2S K5961367 1367-2S EJ20 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 5 Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:20 2019 Page 1 I D:BRY3ax W kgv6k2 RkzwEh B9dzj VxF-5kVgA061QEi5QZbdAX6Odtefp8lsCk7Tpcsc84zS4J r I 2-0-0 2-0-0 Scale=1:22.0 I1.5x4 Il 7 1 2 4x8 = 1111 :4 j MIN II `ME 12 4 6 3x4 = I 5 3x6 2-0-0 2-0-0 late Offsets(X,Y)-- [3:0-1-12.0-2-0] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 CDL 11.0 Rep Stress Incr NO WB 0.08 Horz(CT) -0.00 8 n/a n/a CLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:20 lb FT=20% CDL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, iOT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800E 2.1E OTHERS 2x4 DF No.1&Btr I EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-99(LC 8) Max Uplift 6=-150(LC 8),8=201(LC 9) Max Gray 6=553(LC 24),8=585(LC 33) IORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-5=-648/51,4-8=-25/518,3-8=-563/272 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; IMWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. t� This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �� V PR��� will fit between the bottom chord and any other members. Refer to girder(s)for truss to truss connections. �c ��Gt th /, 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify " 1 capacity of bearing surface. <Cr I -f7 )Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 150 lb uplift at joint 6 and 201 lb uplift at �Z��PE f joint 8. )This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. -'- --- 10) 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 0 Cr '1) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up atOREGON 4i 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 4 ''7'41k �� 2) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 7'0 ' 14. '2,d �"}- LOAD CASE(S) Standard 'liP R'LN IDead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:4-6-18 EXPIRES: 12-31-2019 April 11,2019 •I.1 -. .. .-.- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 11111p 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'Tek° 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 BCS/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 21367-2S K5961367 1367-2S EJ20 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:20 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-5kVgA061QEi5QZbdAX6Odtefp8IsCk7Tpcsc84zS4Jr ILOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-82 Trapezoidal Loads(plf) IVert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=63)-to-3=-146(F—74) I I I I I I I I I I I 1 ,,,, i I I : ...... A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE. mil 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 temporsty and permanent bracing \4tTek' 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 Job Truss Truss Type Qty Ply 21367-2S K5961368 1367-2S EJ21 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:20 2019 Page 1 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-5kVgA061QEi5QZbdAX6Odtefp8lsCk9Tpcsc84zS4Jr I l 2-0-0 2-0-0 Scale=1:22.0 1.5x4 II 7 1 2 4x8 = :�=, o 00 N . 1111M -9 d 1' 4x4 = f9 • 10-.Ni 8: : 0 ►e 12 4 6 3x4 = I5 3x6 II 2-0-0 2-0-0 late Offsets(X,Y)-- [3:0-1-12,0-2-0] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 CDL 11.0 Rep Stress Incr NO WB 0.07 Horz(CT) -0.00 8 n/a n/a CLL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:20 Ib FT=20% CDL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, iOT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.i&Btr t EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-97(LC 8) Max Uplift 6=-147(LC 8),8=-i97(LC 9) Max Gray 6=553(LC 24),8=585(LC 33) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-5=-648/50,4-8=-24/518,3-8=-563/266 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 ' 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide [} PR apF will fit between the bottom chord and any other members. SO Refer to girder(s)for truss to truss connections. co G i NFA. /©`' 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ,-.1\t .�j capacity of bearing surface. 4✓ -A I)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 147 lb uplift at joint 6 and 197 lb uplift at ;9200P t joint 8. This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Ct- I1) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at �"OREGON k 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. �- „.7 ��` . 2) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). '') 4}' 14 s 24 � �j' 4r LOAD CASE(S) Standard /Ifc„ R t_-\- I)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(p=f) Vert:4-6=-18 EXPIRES: 12-31-2019 April 11,2019 ntinued on Dane 2 AI WARNING-Verify design parameters and READ NOTES ON TNIS AND INCLUDED M1TEK REFERENCE PAGE M11-7473 rev,f 0/03/20f 5 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?PIf Qu250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314ality Criteria,OSB-89 and BCS/Building Component Malt. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-2S K5961368 1367-2S EJ21 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:20 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-5kVgA061QEi5QZbdAX6Odtefp8lsCk9Tpcsc84zS4Jr ,LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-82 Trapezoidal Loads(plf) iVert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=-63)-to-3=146(F_74) I I I I I 1 1 I I I I I I I AP WARNfNG-Verity design parameters and AEAD NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mff-7473 rev.10/03/2015 BEFORE USE. ��dT �" 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 IYFi Ieke 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 TP/7 Qua250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314lity Criteria,OSB-89 and BCS/Building Component �� . Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-2S K5961369 1367-2S EJ22 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:21 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-Zx32NM7wBYgy2jApkFddASAgZY45xBRd2Gc9gWzS4Jq I 200 2-0-0 Scale=1:22.0 1I 1.5x42 7 4x8 = MI 0 f7 N *r 9 � 1 III :4 1x = ca I o o . • L 12 4 6 3x4 = I 5 3x6 2-0-0 2-0-0 late Offsets(X,Y)-- [3:0-1-12,0-2-0] OADING (psi)I SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 CDL 11.0 Rep Stress Incr NO WB 0.07 Horz(CT) -0.00 8 n/a n/a CLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:20 Ib FT=20% CDL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, iOT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800E 2.1 E OTHERS 2x4 DF No.1&Btr I EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-96(LC 8) Max Uplift 6=-143(LC 8),8=-194(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) IORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-5=-648/49,4-8=-22/518,3-8=-562/260 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide tl��� P Qfi�st will fit between the bottom chord and any other members. �`s Refer to girder(s)for truss to truss connections. eco t,G I N E-,&.,,, !'''....1.,7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify /- capacity of bearing surface. 'j! I)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 143 lb uplift at joint 6 and 194 lb uplift at $9200 joint 8. This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. , 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. I1) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at ,f,,,OREGON tt j� 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 2) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). fV/'"� ' 1 V $00-*- LOAD CASE(S) Standard r, * R I;, . O ')Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:4-6=-18 EXPIRES: 12-31-2019 April 11,2019 ..•, . .. . r. I r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE, 1111 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 21367-2S K5961369 67-2S EJ22 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:21 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-Zx32NM7wBYgy2jApkFddA5AgZY45xBRd2Gc9gWzS4Jq 10 AD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-82 Trapezoidal Loads(plf) IVert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=-63)-to-3=-146(F=-74) I I I I I I I I I I I •I I o __ mi A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MY-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MfTek®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/TPl7 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 21367-2S K5961370 67-2S EJ23 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:22 2019 Page 1 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-17dRbi8Yxrypgsl?ly8sj lj?IyQKgejmHwLiCzzS4Jp I 2-0-0 2-0-0 Scale=1:22.0 1.5x4 II 7 1 2 4x8 = : - , = I o o7 o,Cs, _9 m O 01) III 4x4 = •,_, 8 0 ! me o 12 4 6 3x4 = 5 3x6 II 2-0-0 2-0-0 late Offsets(X,Y)-- [3:0-1-12,0-2-0] ADING (psi) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl Lid PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.20 VertCT -0.00 4-5 >999 240 DL 11.0 * RepStress Incr NO WB 0.07 Horz(CT) 0.00 8 LL 0.0 n/a n/a CDL 9,0 Code IBC20151TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:20lb FT=20% LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, T CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800E 2.1 E OTHERS 2x4 DF No.1&Btr IEACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-94(LC 8) Max Uplift 6=-140(LC 8),8=-190(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) ItRCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-5=-648/49,4-8=-21/518,3-8=-562/254 NOTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 4 3)Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. t� f� *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will PR VF�st� will fit between the bottom chord and any other members. It iie Refer to girder(s)for truss to truss connections. AGONG f /©' 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify /y' • capacity of bearing surface. -y9 ItProvide mechanical connection(by others)of truss to bearing plate capable of withstanding 140 lb uplift at joint 6 and 190 lb uplift at ..89 00P E joint 8. This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all / panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. wow— )Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at 0 t 9 OREGON Iii cr 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. . + In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �/J,Z}' 'n4to y)� �- OAD CASE(S) Standard -R 1 R 4 L\„ Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) EXPIRES: 12il1-2Q1 Vert:4-6=-189 April 11,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEE 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 hut 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` I 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/TRH 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 21367-2S K5961370 67-2S EJ23 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:22 2019 Page 2 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-17dRbi8Yxrypgsl?ly8sj Ij?IyQKgejmHwLiCzzS4Jp ILAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-82 Trapezoidal Loads(plf) IVert:1=-132(F—60)-to-2=-135(F=-63),2=-135(F=63)-to-3=-146(F=-74) I a I I I 1I I I I 1 I I I I! A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIt-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 mi MiT@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 ANSI/TP/i 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 IJob Truss Truss Type Qty Ply 21367-2S K5961371 367-25 EJ24 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:23 2019 Page 1 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-VJApo29Ai94gHOKBrff5FWGA2LmYP5?wVa5GkPzS4Jo I 2-0-0 2-0-0 Scale=1:22.0 11 1.5x42 I I 7 4x8 = III • 1111•11 I T o� W N ^g m m I III 440 4x4 = B 0 o 12 4 6 3x4 = 1 5 3x6 2-0-0 2-0-0 late Offsets(X,Y)-- [3:0-1-12,0-2-0] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 IDL 11.0 LL 00 * Rep Stress Incr NO WB 0.07 Horz(CT) 0.00 8 n/a n/aDL9.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:21 lb FT=20% LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800E 2.1E OTHERS 2x4 DF No.1&Btr EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-92(LC 8) Max Uplift 6=-136(LC 8),8=-186(LC 9) Max Gray 6=553(LC 24),8=585(LC 33) irRCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-5=-648/48,4-8=-20/518,3-8=-562/248 NOTES- 11 Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. 0 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ��r.s..0 ��{� � will fit between the bottom chord and any other members. Refer to girder(s)for truss to truss connections. GIN / 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/I-PI 1 angle to grain formula. Building designer should verify �C�~ capacity of bearing surface. -� Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 136 lb uplift at joint 6 and 186 lb uplift at C}G�}{}(� 1' 0 joint 8. This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. - i' , • 0) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ,� ) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at .9 Q�1=�QN j� 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. �= + �� In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). <0 '9Y 1 4 ,,,0 �'�-- OAD CASE(S) Standard f �R`�� Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pif) Vert:4-6=-18 EXPIRES: 12-31-2019 April 11,2019 •I .. -. •I ...- 4 A WARNING-Verify design parameters and READ NOTES ON TI-IIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 Job Truss Truss Type Qty Ply 21367-2S K5961371 367-2S EJ24 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:23 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-VJApo29Ai94gHOKBrff5FWGA2LmYP5?wVaSGkPzS4Jo OAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-82 Trapezoidal Loads(plf) IVert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=-63)-to-3=-146(F=-74) I I I I I I I I I I •I I I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mf1-7473 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 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/TP/1 Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Safe 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-2S K5961372 367-2S EJ25 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:23 2019 Page 1 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-VJApo29Ai94gHOKBrff5FWGA2LmYP51 wVa5GkPzS4Jo I 2-0-0 2-0-0 Scale=1:22.0 1 I 1.5x42 7 4x8 = Il o N N a 9 d 4 N I FA "•/ 4x4 = i 11 8 0 N ____ 12 4 63x4 i 5 3x6 2-0-0 2-0-0 late Offsets(X,V)-- [3:0-1-12,0-2-0] 1/3 ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 DL 11.0 Rep Stress Incr NO WB 0.07 Horz(CT) -0.00 8 n/a n/a CLL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:21 lb FT=20% CDL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, T CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.i&Btr IFACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-90(LC 8) Max Uplift 6=-i32(LC 8),8=-183(LC 9) Max Gray 6=553(LC 24),8=585(LC 33) 111 RCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-5=-648/47,4-8=-19/518,3-8=-562/242 NOTES- 0 Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide � �} PR��F will fit between the bottom chord and any other members.111 `` , �, Refer to girder(s)for truss to truss connections. Gj ..7 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify C;1 4- capacity of bearing surface. �/ -� IProvide mechanical connection(by others)of truss to bearing plate capable of withstanding 132 lb uplift at joint 6 and 183 lb uplift at i 89200 P E t' joint 8. This truss has been designed for a moving concentrated load of 250.01b live and 250.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ''', 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Ct Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at ( (AEGON (� 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 1- \ In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). <0 1111' 1:? 3 �`�- OAD CASE(S) Standard RIO-. Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) EXPIRES: 12-31.2019 Vert:4-6=-18 April 11,2019 .I•1 ". •.1 I..- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 re10/03/2015 BEFORE USE. t Design valid for use only with Mil-eke connectors.This design is based only upon parameters shown,and is for an individual building component,not tl v. 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 ANSUfPII 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 21367-2S K5961372 67-2S EJ25 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:24 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-_W kB0O9oTTCXvAvOPNAKojoLo16n8YH3kEgpHrzS4Jn AD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-82 Trapezoidal Loads(plf) IVert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=63)-to-3=-146(F=-74) i I IT I I I I 1 I t I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/0312015 BEFORE USE. 1 • t 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/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 Job Truss Truss Type Qty Ply 21367-2S K5961373 367-2S EJ26 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 8 Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:24 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-_W kB0O9oTTCXVAVOPNAKojoLo16n8ZJ3kEgpHrzS4Jn I 2-0-0 2-0-0 Scale=1:22.0 I 1.5x4 II 1 2 7 4x8 = U =, N O N O IO , '9 cv ' FA II:/ 4x4 = i ■„ 6 0 II I, 1111 o 12 4 6 I 5 3x4 = 3x6 2-0-0 2-0-0 late Offsets(X,V)-- [3:0-1-12,0-2-0] QADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 ICDL 11.0 Rep Stress Incr NO WB 0.06 Horz(CT) -0.00 8 n/a n/a CDL 9.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.i&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std'Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800E 2.1E OTHERS 2x4 DF No.i&Btr I EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-88(LC 8) Max Uplift 6=-129(LC 8),8=-i79(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-5=-648/47,4-8=-18/518,3-8=-562/236 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; 111 MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. n *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Q Q will fit between the bottom chord and any other members. � Ft '<(.:P �N �` Refer to girder(s)for truss to truss connections. �'4:77 Q 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify C~ �/� capacity of bearing surface. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 129 lb uplift at joint 6 and 179 lb uplift at .92.0P - f joint 8. This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. "/ - 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. fl Cr 1)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at 9 OREGON 4" 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. *t 2) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ' t sf 4 `- OAD CASES) Standard s`t 7 R I L t Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:4-6=-18 EXPI RES: 12-31-2019 April 11,2019 ntimtad nn nano 2 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 IViiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 Job Truss Truss Type Qty Ply 21367-2S K5961373 367-2S EJ26 SPECIAL 2 1 Job Reference(optional) Ji Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:24 2019 Page 2 I D:BRY3ax W kgv6k2RkzwEh B9dzj Vx F-_W kB0O9oTTCXvAvOPNAKojoLo16n8ZJ3kEgpH rzS4J n IOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-82 Trapezoidal Loads(plf) iVert:1=-132(F=-60)-to-2=-135(F=-63),2=-i35(F=-63)-to-3—146(F=74) I I I I I 1 I I I 1 III I 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. f 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 P1iTeka IIMMI mi 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 Job Truss Truss Type Qty Ply 21367-2S K5961374 367-2S EJ27 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:25 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-Si IZDkAQEmKOXKTaz4hZKxLWY9S0t0bCzuaNpHzS4Jm 2-0-0 2-0-0 Scale=1:22.0 I 1.5x4 II 1 2 7 4x8 = O O(V m O i . 1011, 8 o 0 I, .1111 ..11. 12 4 I 6 5 3x4 = 3x6 II 2-0-0 2-0-0 late Offsets(X,V)-- [3:0-1-12,0-2-0] OADING (psf25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 CDL 11,0 Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 CLL 0.0 Rep Stress Incr NO WB 0.06 Horz(CT) -0.00 8 n/a n/a CDL 9,0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, T CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1 E OTHERS 2x4 DF No.1&Btr IEACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-87(LC 8) Max Uplift 6=-125(LC 8),8=-175(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) IRCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. P CHORD 2-5=648/46,4-8=-17/518,3-8=-562/229 NOTES- )Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. 4 This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. iii*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide } �� will fit between the bottom chord and any other members. Refer to girder(s)for truss to truss connections. �C �\AGt N r , /:07)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify C,O 2 capacity of bearing surface. '�C/ "Z. IProvide mechanical connection(by others)of truss to bearing plate capable of withstanding 125 lb uplift at joint 6 and 175 lb uplift atCt- 89200P E joint 8. This truss has been designed for a moving concentrated load of 250.0Ib live and 250.0Ib dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 40 CC Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at OREGON k, 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. �- 2J A. In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). /6 'k- ite 1 4 2,° �"r LOAD CASE(S) Standard "z.�R 10,- IIDead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:4-6=-18 EXPIRES, 12-31-2019 April 11,2019 ntini on nano 2 I �� WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIl-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �. a truss system.Before use,the building designer must verify the applicability of design parameters and property 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 ilek° 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/TP/1 Quality Criteria,DSB-89 and BCE: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 21367-2S K5961374 67-2S EJ27 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:25 2019 Page 2 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-Si IZDkAQEmKOXKTaz4hZKxLWY9SOt0bCzuaNpHzS4Jm OAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-82 Trapezoidal Loads(plf) aVert:1=-132(F=60)-to-2-135(F=63),2—135(F=-63)-to-3=-146(F=74) I I I I I I I I I I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. miff 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 ANS!?PI7 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314Quality Criteria,DSB-89 and BCS/Building Component �� . Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-2S K5961375 367-2S EJ28 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:26 2019 Page 1 I D:BRY3axW kgv6k2 R kzwEh B9dzjVxF-wusxR4B3?4S F8U2mXoCot8u h IZoFcTuM BYJwLkzS4J I I I 2-0-0 2-0-0 Scale=1:22.0 1.5x4 II I1 2 7 4x8 = 1 4 N M °? 01 "ii 4x4 = ■k/ 0 ��� o 12 4 6 $ 5 3x4 = 3x6 2-0-0 2-0-0 late Offsets(X,Y)-- [3:0-1-12,0-2-0] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 CDL 11.0 Rep Stress Incr NO WB 0.06 Horz(CT) -0.00 8 n/a n/a CLL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:21 lb FT=20 CDL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800E 2.1E OTHERS 2x4 DF No.1&Btr IEACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-85(LC 8) Max Uplift 6=-121(LC 8),8=171(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) 13 RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-5=-648/46,4-8=-15/518,3-8=-562/223 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. P R OP: e,c: *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide - Q will fit between the bottom chord and any other members. ` I N� s 1 Refer to girder(s)for truss to truss connections. GJ \AG 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify SCO ; '7' Q1- capacity of bearing surface. IProvide mechanical connection(by others)of truss to bearing plate capable of withstanding 121 lb uplift at joint 6 and 171 lb uplift at89200P E joint 8. This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all « i panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ,"' 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. fl /j'Z" Il) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at �7� OREGON LAG/ 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. ' 1'\ 2) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 1 24 P� OAD CASE(S) StandardFl R 1�-� EXPIRES: 12-31-2019 Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:4-6=-18 April 11,2019 ntinuRd nn Wane 2 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. x 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 TPII Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle I Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Ca Job Truss Truss Type Qty Ply 21367-2S K5961375 67-2S EJ28 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:26 2019 Page 2 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-wusxR4B3?4SF8U2mXoCot8uhlZoFcTuMBYJ WLkZS4Jl AD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-82 Trapezoidal Loads(plf) IVert:1=-132(F.-60)-to-2=-135(E-63),2=-135(F=63)-to-3=-146(F—74) 1 I I I I I I I I I I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10103/2015 BEFORE USE. 1 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �R 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' mem lo 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 ANSUTP/1 Quality Criteria,DSB-89 and BCS/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 21367-2S 367-2S FG01 SPECIAL 1 K5961376 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:27 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-O4QKeQChmOa6medz4Vk1 QMQtYzA1 LugVQC3TtAAzS4Jk I 2-10-8 5-9-0 I 2-10-8 2-10-8 3x4 I I 4x4 = Scale=1:18.6 4x4 = 1 2 11 3 12 4 5 i11111 MI MN .1 . h i . ... .. ., .. . III 1R iii O� 13 8 14 7 3x8 = 10 9 6 I3x4 I I 354 I 2-10-8 l 5-9-0 I 2-10-8 2-10-8 _ ADING (psf) O ISPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) -0.00 8 >999 360 MT20 220/195 oof Snow=25.0) II Lumber DOL 1.15 BC 0.10 Vert(CT) -0.01 8-9 >999 240 TCDL 11.0 Rep Stress Incr NO WB 0.15 Horz(CT) -0.00 7 n/a n/a 1 CLL 0.0 Code IBC2015/TP12014 Matrix-MP Wind(LL) 0.00 8 >999 240 Weight:81 lb FT=20% CDL 9.0 UMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, BOT CHORD 2x6 DF 1800F 2.1E except end verticals. itEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. EACTIONS. (lb/size) 9=960/Mechanical,7=960/Mechanical Max Horz 9=-80(LC 4) Max Uplift 9=-156(LC 4),7=-156(LC 5) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. OP CHORD 2-9=-773/123,2-3=-508/76,3-4=-508/76,4-7=-745/123 WEBS 2-8=-125/688,3-8=-501/77,4-8=-125/688 OTES- 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ITCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 �V PROP Provide adequate drainage to prevent water ponding. S(, t� This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �Oj , I�� /° 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide T- will fit between the bottom chord and any other members. L4 -7 IRefer to girder(s)for truss to truss connections. Air89200 P Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 156 lb uplift at joint 9 and 156 lb uplift at # joint 7. 10)This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all a` panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 0 CC 1)Girder carries tie-in span(s):13-0-0 from 0-0-0 to 5-9-0A OREGON (t/ 1.7 1)` OAD CASE(S) Standard � � }' '�� /... '�- 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 11 . ' •3T Uniform Loads(plf) FR R I*L„r. I Vert:1-2=-72,2-4=-72,4-5=-72,6-10=-262(F=-244) EXPIRES: 12-31-2019 April 11,2019 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mff-7473 rev.10/0312015 BEFORE USE. mit" Design valid for use only with MiTekl9 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 bracingry iviilek` is always required for stability and to prevent collapse with possible personal injuand property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?Pl1 Quality Criteria,DSB-89 and BCSI Building Component w� 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 21367-2S K5961377 367-2S FGO1A SPECIAL 1 n L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:28 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-sH_irICJXhizOnC9eDFGyZz2HMVG4Lsffrol QczS4Jj I 2-10-8 I 5-9-0 I 2-10-8 2-10-8 3x4 I I 4x4 = Scale=1:17.7 1 4x4 = 2 11 3 12 4 5 ME M■ w 1 11 NE Iiti Mli I . 13 8 14 7 10 3x8 = I 9 3x4 191 3x4 I I 2-10-8 5-9-0 I 2-10-8 2-10-8 1111k)ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP LL 25.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) -0.00 8 >999 360 MT20 220/195 oof Snow=25.0) Lumber DOL 1.15 BC 0.10 Vert(CT) -0.01 8-9 >999 240 TCDL 11.0 Rep Stress Incr NO WB 0.16 Horz(CT) -0.00 7 n/a n/a CLL 0.0 Code IBC2015/TP12014 Matrix-MP Wind(LL) 0.00 8 >999 240 Weight:80 lb FT=20% CDL 9.0 UMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, BOT CHORD 2x6 DF 1800F 2.1E except end verticals. iEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. EACTIONS. (lb/size) 9=960/Mechanical,7=960/Mechanical Max Horz 9=-76(LC 4) Max Uplift 9=-154(LC 4),7—154(LC 5) IRCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-9=-773/122,2-3=-532/79,3-4=-532/79,4-7=-745/121 WEBS 2-8=-126/705,3-8=-499/77,4-8=-126/705 TES- 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate n Igrip DOL=1.60 imp PROF TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. ,�� t�s This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �Gj :Cr��ti /� 7)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide /- will fit between the bottom chord and any other members. �<4 7_,, Refer to girder(s)for truss to truss connections. 9200P Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 154 lb uplift at joint 9 and 154 lb uplift at joint 7. ' ' 10)This truss has been designed for a moving concentrated load of 250.01b live and 250.0Ib dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. /1) Girder carries tie-in span(s):13-0-0 from 0-0-0 to 5-9-0 ©RE{a^ON Ix 44, OAD CASE(S) Standard //0 '1)- 14 2,Q 4. 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 A.0 R R 4 \- ' <?;?'Uniform Loads(plf) c; 11 Vert:= 1-2=-72,2-4=-72,4-5=-72,6-10=-262(F=-244) 'Yl EXPIRES: 12-31-2019 April 11,2019 ,. rlte�y A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10l0312015 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 y�T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ,y,i Te 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 ANSUTP/1 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 21367-2S K5961378 367-2S FGO1B MONO TRUSS 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 S Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:28 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-sH_irlCJXhizOnC9eDFGyZzOAMSU4NAffro1 QczS4Jj I I 548 5-4-8 0.25 12 3x4 I I Scale=1:18.6 1 4x4 = 5 2 I I \ _ \\ I w 6 4 3 II3x4 I I 4x4 = 5-4-8 5-4-8 ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP 220/195 LL 25.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) 0.01 3-4 >999 360 MT20 oof Snow=25.0) Lumber DOL 1.15 BC 0.28 Vert(CT) -0.04 3-4 >999 240 TCDL 11.0 Rep Stress Incr NO WB 0.01 Horz(CT) -0.00 3 n/a n/a CLL 0.0 Code IBC2015/TP12014 Matrix-MP Wind(LL) 0.01 3-4 >999 240 Weight:70 lb FT=20% CDL 9.0 MBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc purlins, OT CHORD 2x6 DF 1800F 2.1E 2x4 DF Stud/Std except end verticals. EBSBOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. ACTIONS. (lb/size) 4=562/Mechanical,3=562/Mechanical Max Horz 4=80(LC 5) Max Uplift 4=-102(LC 4),3=-71(LC 8) Max Gray 4=750(LC 20),3=750(LC 22) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-556/86,2-3=-556/69 TES- 2-ply truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10II F'�1 T R�fifi�s Provide adequate drainage to prevent water ponding. T,. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �Gj ,G 1 N E- � 2 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide T .� will fit between the bottom chord and any other members. 'V I 1" Refer to girder(s)for truss to truss connections. 8920C}PE Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 102 lb uplift at joint 4 and 71 lb uplift at joint 3. 10)This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all ••i+ ,. panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. )Girder carries tie-in span(s):8-0-0 from 0-0-0 to 5-4-8 OREGON ��� AD CASE(S) Standard {� }' 2 ,. r 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 44? ' y� Uniform Loads(plf) S1 R 41..4- I Vert:1-2=-72,3-4=-149(F=-131) EXPIRES: 12-31-2019 April 11,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-743 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 MI Iek* 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/TP17 Qualify 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. nomCriteria,DSB-89 and BCSI Building Component Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-2S K5961379 367-2S FG02 SPECIAL 12 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:29 2019 Page 1 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-KTY435DxI?ggoxnLCwmVVn W8lmpSpioouVYay3zS4Ji 4-10-8 9-9-0 4-10-8 4-10-8 3x4 II 4x4 = Scale=1:19.2 4x4 = 1 2 11 3 12 4 5 i e I o a e 13 8 14 7 ®h 8x8 = 14 9 6 3x4 3x4 4-10-8 9-9-0 4-10-8 4-10-8 111 OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.02 8-9 >999 360 MT20 220/195 oof Snow=25.0) Lumber DOL 1.15 BC 0.23 Vert(CT) -0.04 8-9 >999 240 TCDL 11.0 Rep Stress Incr NO WB 0.55 Horz(CT) 0.00 7 n/a n/a CLL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.02 8-9 >999 240 Weight:125 lb FT=20% CDL 9.0 UMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, OT CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FACTIONS. (Ib/size) 9=2285/Mechanical,7=2285/Mechanical Max Horz 9=-83(LC 4) Max Uplift 9—331(LC 4),7=-331(LC 5) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-9=-1388/240,2-3=-2277/323,3-4=-2277/323,4-7=-1388/240 WEBS 2-8=-369/2468,3-8=-530/132,4-8=-370/2468 IOTES- 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DL:ASC 7 �D P R Q - 0 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Cj� �� s�� , 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 0- c.:;... will fit between the bottom chord and any other members.I1 �}7 Refer to girder(s)for truss to truss connections. 89200P E f Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 331 lb uplift at joint 9 and 331 lb uplift at , joint 7. 10)This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all - -F. - panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. Girder carries tie-in span(s):19-0-0 from 0-0-0 to 9-9-0110 OREGON AD CASE(S) Standard 4--,',/,.47-440- 14 �� -,\-4°C. 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 A. ' � Uniform Loads(plf) '±'/+ RR t Ll- I Vert:1-2=-72,2-4=-72,4-5=-72,6-10=-397(F=-379) EXPIRES: 12-31-2019 April 11,2019 t 111M011 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Nut 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 properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII 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 Truss Truss Type Qty Ply 21367-2S K5961380 367-2S FGO2A SPECIAL 1 e� L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:30 2019 Page 1 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-of6SGREZ3Jzhd5MYmdHk1_2ItA9fY9gy69H8UVzS4Jh I 4-10-8 9-9-0 4-10-8 i 4-10-8 3x4 II 4x4 = Scale=1:18.3 14x4 = 2 11 3 12 4 5 ke e . A 13 8 14 8x8 = 10 9 6 3x4 II 3x4 II 4-10-8 9-9-0 4-10-8 4-10-8 OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.02 8-9 >999 360 MT20 220/195 oof Snow=25.0) Lumber DOL 1.15 BC 0.23 Vert(CT) -0.04 8-9 >999 240 TCDL 11.0 Rep Stress Ina NO WB 0.57 Horz(CT) 0.00 7 n/a n/a iCuLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.02 8-9 >999 240 Weight:123 lb FT=20% CDL 9.0 MBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. EACTIONS. (lb/size) 9=2285/Mechanical,7=2285/Mechanical Max Horz 9=76(LC 5) Max Uplift 9=-330(LC 4),7=-330(LC 5) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-9=-1377/237,2-3=-2453/348,3-4=-2453/348,4-7=-1377/237 WEBS 2-8=-385/2595,3-8=-519/129,4-8=-385/2595 TES- 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. IAll loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 11 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 �p P R Q- Provide adequate drainage to prevent water ponding. � C This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,`c� �tyGIN R / 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide C?will fit between the bottom chord and any other members. ' 8920QPE r' IRefer to girder(s)for truss to truss connections. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 330 lb uplift at joint 9 and 330 lb uplift at j joint 7. 0'''` ,. 10)This truss has been designed for a moving concentrated load of 250.0Ib live and 250.OIb dead located at all mid panels and at all — panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. (..} (',t Girder carries tie-in span(s):19-0-0 from 0-0-0 to 9-9-0It -f7� OREGON AD CASE(S) Standard /} y 4 � � 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 'Q ' 2-°�1� Uniform Loads(pif) .R R I O- I Vert:1-2=-72,2-4=-72,4-5=-72,6-10=-397(F=-379) EXPIRES: 12-31-2019 April 11,2019 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 Nuta 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 1YIiTek@ 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 TPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Safe 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-2S K5961381 367-2S FGO2B MONO TRUSS 2 n L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:31 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-GsfgUnFBgc5XFFxkJLozaCbXLaVOHg45Lp1hixzS4Jg 4-8-14 9-5-12 I 4-8-14 4-8-14 0.25 12 3x4 11 Scale=1:19.1 1 4x4 = 7 2 3x4 = 8 3 I4 '' ° j 1 9 5 10 4 3x4 = 6 4x4 = I 3x4 I 4-8-14 9-5-12 _ 4-8-14 4-8-14 11 OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) 0.01 4-5 >999 360 MT20 220/195 oof Snow=25.0) Lumber DOL 1.15 BC 0.23 Vert(CT) -0.03 4-5 >999 240 TCDL 11.0 Rep Stress Incr NO WB 0.32 Horz(CT) 0.00 4 n/a n/a ICLL 0.0 CDL 9.0 * Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.01 4-5 >999 240 Weight:122 lb FT=20% UMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. EACTIONS. (lb/size) 6=1223/Mechanical,4=1223/Mechanical Max Horz 6=83(LC 7) Max Uplift 6=-i90(LC 4),4=-i74(LC 8) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 1-6=-852/162,1-2=-1351/203,3-4=-555/55 BOT CHORD 4-5=-165/1348 WEBS 1-5=-233/1439,2-5=-19/501,2-4=-1460/202 ROTES- 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. IWebs connected as follows:2x4-1 row at 0-9-0 oc. All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;VuIt=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate f r grip DOL=1.60 c t L� �R��C TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 �i. Provide adequate drainage to prevent water ponding. _CJ ��Gl NFA (''Q 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�? 1, 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide M $� �� �,,. will fit between the bottom chord and any other members. Refer to girder(s)for truss to truss connections. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 190 lb uplift at joint 6 and 174 lb uplift at .-40, -" joint 4. ._ 10)This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all Q tr panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. �� OREGON ��z, 1)Girder carries tie-in span(s):10-0-0 from 0-0-0 to 9-5-12 A. 4410 -I- LOAD CASE(S) Standard �- , el' t� 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 PRO,- IUniform Loads(plf) Vert:1-3=-72,4-6=-194(F=-176) EXPIRES: 12-31-2019 April 11,2019 si 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 tor 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 �/�T building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M1Tek* 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/T711 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,216 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-2S K5961382 367-2S HG01 SPECIAL 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:32 2019 Page 1 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-12DDh7GgbwDOtPWwt2JC7P8jb_ciVOBBEaTm EZNzS4Jf I I 3108 3-10-8 3x4 H 1 4x4 = Scale=1:14.9 2 g 3 4 111 EIMIIIIIIM11.11111111 I ►� MI G II tot ; i i �\ .�' 10 6 8 I 7 5 3x4 4x4 = 3-10-8 3-10-8 OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.01 6-7 >999 360 MT20 220/195 oof Snow=25.0) Lumber DOL 1.15 BC 0.27 Vert(CT) -0.02 6-7 >999 240 TCDL 11.0 Rep Stress Incr NO WB 0.01 Horz(CT) -0.00 6 n/a n/a CLL DL g 0 0.0 * Code IBC2015/TPI2014 Matrix-MP , Wind(LL) 0.01 6-7 >999 240 Weight:50 lb FT=20% UMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, BOT CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. EACTIONS. (Ib/size) 7=674/Mechanical,6=675/Mechanical Max Horz 7=-66(LC 4) Max Uplift 7=-142(LC 4),6—142(LC 5) Max Gray 7=840(LC 20),6=800(LC 22) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-583/71,3-6=-543/52 NOTES- 2-ply truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. IAll loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ITCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 ��(� P R p fiF Provide adequate drainage to prevent water ponding. ��� Lf©, This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. \ 0.0� 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide C� 4j will fit between the bottom chord and any other members. o9,ZdaP fie,, litRefer to girder(s)for truss to truss connections. o Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 142 lb uplift at joint 7 and 142 lb uplift at joint 6. % 10)This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all „„,,f ` panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. I1) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1068 lb down and 184 lb up atOREGON 1-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. \ P ti LOAD CASE(S) Standard +Av I J L�1 4'^iy 11a 1 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15f 1 R 4 Uniform Loads(plf) Vert:1-2=-72,2-3=-72,3-4=-72,5-8=-18 EXPIRES: 12-31-2019 April 11,2019 ntinued on oaoe 2 sINI A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIl-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not r 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 250 Klug Circle 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?PIf Quality Criteria,DSB-89 and BCS/Building Component 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 21367-2S K5961382 367-2S HG01 SPECIAL 1 n L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 S Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:32 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-12DDh7GgbwDOtPWw12JC7P8jb_ciVOBBEaTmEZNzS4Jf ROAD CASE(S) Standard Concentrated Loads(Ib) Vert:10=-1000(F) I I I I 1 I I I I 1 I I I I 1 : . A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/0312015 BEFORE USE. idi 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 p 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?PII 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 21367-2S K5961383 367-2S MS1 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:32 2019 Page 1 I D:jaigHA2yM7LWX3u 1 OVv7rizjVrO-12DDh7GgbwDOtP Wwt2JC7P8jR_snOBgEaTm EZNzS4Jf I I 1-10-8 1-10-8 1 4x4 = 3x4 I1 Scale=1:16.5 2 g 3 q IIIII IL 1111 1 1 r - iii I. 1111 44. ;o 10 8 8 4x4 = I 7 5 3x4 II 1-10-8 1-10-8 ADING (psf) O ISPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP 220/195 CLL 25.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) 0.00 6-7 >999 360 MT20 oof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 6-7 >999 240 TCDL 11.0 Rep Stress Incr NO WB 0.04 Horz(CT) 0.00 5 n/a n/a iliCLL 0.0 • Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 6-7 >999 240 Weight:16 lb FT=20% CDL 9.0 UMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD 2-0-0 oc purlins:1-4, except end verticals. BOT CHORD 2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. iEBS 2x4 DF Stud/Std EACTIONS. (lb/size) 8=584/Mechanical,5=584/Mechanical Max Horz 8=-75(LC 8) Max Uplift 8-151(LC 8),5=-151(LC 9) Max Gray 8=764(LC 24),5=691(LC 26) 111ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-721/224,3-6=-623/155 OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 0 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Refer to girder(s)for truss to truss connections. 6 . Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 151 lb uplift at joint 8 and 151 lb uplift at c{3��tj IP R( fi joint 5. ��t` ��{y This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all NCj ���I N� V/� panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 'kt 'V 10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)534 lb down and 208 lb up at $� (��P E C' 0-11-4 on top chord,and 534 lb down and 208 lb up at 0-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. *r:0,,,,,,,,,,,,,,<,..--"-., 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). AD CASE(S) Standard OREGON kr Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 4 ,fit° Uniform Loads(plf) / 4)*". 2. -r Vert:1-2=-72,2-3=-72,3-4=-72,5-8=-18 4 R Concentrated Loads(Ib) - I Vert:9=-500(F)10=-500(F) EXPIRES: 12-31-2019 April 11,2019 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 mita truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ��{{�T building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing fyr i/ek¢ 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?P/7 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 21367-2S K5961384 367-2S MS2 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:33 2019 Page 1 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-DEnbvTGSM ELFUZ56RmrRfdgu9NCoIeuop7Wo5gzS4Je I 1-10-8 1-10-8 3x4 1 4x4 = Scale=1:16.8 2 y 3 4 MOIL 1111 Ell MI 1I I — , 10 6 8 I 5 3x4 4x4 = 1-10-8 1-10-8 11111ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP 220/195 LL 25.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) 0.00 6-7 >999 360 MT20 oof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 6-7 >999 240 TCDL 11.0 Rep Stress Ina NO WB 0.04 Horz(CT) 0.00 5 n/a n/a CLL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 6-7 >999 240 Weight:16 lb FT=20% CDL 9.0 UMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD 2-0-0 oc purlins:1-4, except end verticals. BOT CHORD 2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. EBS 2x4 DF Stud/Std EACTIONS. (lb/size) 8=584/Mechanical,5=584/Mechanical Max Horz 8=-76(LC 8) Max Uplift 8=-i53(LC 8),5=-153(LC 9) Max Gray 8=764(LC 24),5=691(LC 26) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-721/228,3-6=-623/155 IOTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 0 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6 Refer to girder(s)for truss to truss connections. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 153 lb uplift at joint 8 and 153 lb uplift at t1::G ��} P R F joint 5. �� �S�y This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all e1Gj , GI:6 /© panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. isf 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �! .� I44""0) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated Ioad(s)534 lb down and 208 lb up at '9200P 0-11-4 on top chord,and 534 lb down and 208 lb up at 0-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). -� OAD CASE(S) Standard I)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 OREGON 44,L. 4j N k Uniform Loads(plf) {,1 9}' 14, 4' 2. -}- Vert:1-2=-72,2-3=-72,3-4=-72,5-8=-18 `" t Concentrated Loads(Ib) ifriliRk- I Vert:9=-500(F)10=-500(F) EXPIRES: 12-31-2019 April 11,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. id"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 MI(eke 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 TPl1 Quality Criteria,DSB-89 and BCS/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 21367-2S K5961385 367-2S MS3 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:34 2019 Page 1 ID:jaigHA2yM7LWX3u1 OVv7rizjVrO-hRLz6pH47XT66ifJ?TMgCgD2snWEU56X1 nFLdGzS4Jd I 1-10-8 l 1-10-8 3x4 Scale=1:17.1 1 4x4 = 2 g 3 4 i EN k M \► ►1 1 . . ■■ . I 10 6 8 I 7 5 3x4 4x4 = 1-10-8 1-10-8 OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.00 6-7 >999 360 MT20 220/195 oof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 6-7 >999 240 TCDL 11.0 Rep Stress Incr NO WB 0.04 Horz(CT) 0.00 5 n/a n/a CLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 6-7 >999 240 Weight:16 lb FT=20% CDL 9.0 UMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD 2-0-0 oc purlins:1-4, except end verticals. BOT CHORD 2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. IEBS 2x4 DF Stud/Std EACTIONS. (Ib/size) 8=584/Mechanical,5=584/Mechanical Max Horz 8=78(LC 8) Max Uplift 8=-i55(LC 8),5=-i56(LC 9) Max Gray 8=764(LC 24),5=691(LC 26) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-721/233,3-6=-623/156 OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. IProvide mechanical connection(by others)of truss to bearing plate capable of withstanding 155 lb uplift at joint 8 and 156 lb uplift at � t} PR QFC joint 5. tS' This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all eco GI N 4-h,, /0 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14.J I -V 0) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)534 lb down and 208 lb up at 89200P E f 0-11-4 on top chord,and 534 lb down and 208 lb up at 0-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 0 Cr - `® OAD CASE(S) Standard I )Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 ,t_OREGON �Ltx 40 - '.7 Uniform Loads(plf) /ay 14 2P\ 44: Vert:1-2=-72,2-3=-72,3-4=-72,5-8=-18 i . RP'. Concentrated Loads(Ib) C R R I G,l.. I Vert:9=-500(F)10=-500(F) EXPIRES; 12-31-2019 April 11,2019 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 property 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 21367-2S K5961386 367-2S MS4 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:35 2019 Page 1 I D:jaigHA2yM7LWX3u 1 OVv7rizjVrO-9dvLJ9liurbzksEVYBtvk2mDZBsTDYKhG R?vAizS4Jc Il-la-a 1-10-8 3x4 I 1 4x4 = Scale=1:17.3 2 9 3 4 iFME 1 1 r - Ii .. 1 t .. _ I A 10 6 8 I 7 5 3x4 4x4 = 1-10-8 1-10-8 lk ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP 220/195 LL 25.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) 0.00 6-7 >999 360 MT20 oof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 6-7 >999 240 TCDL 11.0 Rep Stress Incr NO WB 0.04 Horz(CT) 0.00 5 n/a n/a LL 0.0 * Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 6-7 >999 240 Weight:16 lb FT=20 CDL 9.0 MBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD 2-0-0 oc purlins:1-4, except end verticals. BOT CHORD 2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. EBS 2x4 DF Stud/Std EACTIONS. (lb/size) 8=584/Mechanical,5=584/Mechanical Max Horz 8=-79(LC 8) Max Uplift 8=-157(LC 8),5=-158(LC 9) Max Gray 8=764(LC 24),5=691(LC 26) RCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-721/237,3-6=-623/156 TES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 2 0 Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Refer to girder(s)for truss to truss connections. 6 . Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 157 lb uplift at joint 8 and 158 lb uplift at Ct1 L.Q PR QF joint 5. �y fiso,' This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all �Gj ��G t N�&� /0 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. it9 �/ ) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)534 lb down and 208 lb up at 9200P { 0-11-4 on top chord,and 534 lb down and 208 lb up at 0-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). _/-r,P,Ilf •>ilalliP AD CASE(S) Standard y OREGON 111 0 Cr Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 L fit" *� Uniform Loads(plf) �� .1Y 14 t 2Q �- Vert:1-2=-72,2-3=-72,3-4=-72,5-8=-18 / j �� Concentrated Loads(Ib) 'dR R 1O- 1 Vert:9=-500(F)10=-500(F) EXPIRES: 12-31-2019 April 11,2019 i A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.70/03!20}5 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 T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MIE** 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 ANSUTPIf Quality Criteria,DSB-89 and BCS/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 21367-2S K5961387 367-2S MS5 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 8 Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:35 2019 Page 1 I D:jaigHA2yM7LWX3u 1 OVv7rizjVrO-9dvL 9liurbzksEVYBtvk2mDW BsTDYIhG R?vAizS4Jc I I 1-10-8 1-10-8 4x4 = 3x4 I I Scale=1:17.6 1 2 9 3 4 I MN i NM \► 11 t I .. . .. . I 10 6 8 I 7 5 3x4 4x4 = 1-10-8 1-10-8 OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell lid GRIP 220/195 CLL 25.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) 0.00 6-7 >999 360 MT20 Roof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 6-7 >999 240 TCDL 11.0 Rep Stress Incr NO WB 0.05 Horz(CT) 0.00 5 n/a n/a CLL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 6-7 >999 240 Weight:16 lb FT=20% CDL 9.0 UMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD 2-0-0 oc purlins:1-4, except end verticals. BOT CHORD 2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. irEBS 2x4 DF Stud/Std EACTIONS. (lb/size) 8=584/Mechanical,5=584/Mechanical Max Horz 8=-81(LC 8) Max Uplift 8=-160(LC 8),5=-160(LC 9) Max Gray 8=764(LC 24),5=691(LC 26) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-721/243,3-6=-623/157 OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. r� Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 160 lb uplift at joint 8 and 160 lb uplift at ��V P ( � joint 5. �, t� This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all �co� GI N,E.� s1a panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. e-l• 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ��/ op nnrh� 1' ,0) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)534 lb down and 208 lb up at q..,,©�LV V{D E 0-11-4 on top chord,and 534 lb down and 208 lb up at 0-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). -41.P r —vii Cr OAD CASE(S) Standard I)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 OREGON �- ``£f ��` ic Uniform Loads(plf) ' 40 �' 14r °fid Vert:1-2=-72,2-3=-72,3-4=-72,5-8=-18 Jj7 ) Concentrated Loads(Ib) R R`L\— I Vert:9=-500(F)10=-500(F) EXPIRES: 12-31-2019 April 11,2019 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek'T building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing !Y/�lekfl moir 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 TPI7 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 21367-2S K5961388 367-2S MS6 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 S Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:36 2019 Page 1 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-dpTjXUJKe9jgL0ph6uO8HFIOEbCiy?XgV5kSi9zS4Jb I 1-10-8 1-10-8 4x4 = 3x4 11 Scale=1:17.8 1 2 9 3 4 IMI li rME IL 1 . 1 .. . ■■ . I •Ilimilip 10 6 8 I 7 5 3x4 4x4 = 1-10-8 1-10-8 OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.00 6-7 >999 360 MT20 220/195 oof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 6-7 >999 240 TCDL 11.0 Rep Stress Ina NO WB 0.05 Horz(CT) 0.00 5 n/a n/a CLL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 6-7 >999 240 Weight:17 lb FT=20% CDL 9.0 UMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD 2-0-0 oc purlins:1-4, except end verticals. BOT CHORD 2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. IEBS 2x4 DF Stud/Std EACTIONS. (lb/size) 8=584/Mechanical,5=584/Mechanical Max Horz 8=-83(LC 8) Max Uplift 8=-162(LC 8),5=162(LC 9) Max Gray 8=764(LC 24),5=691(LC 26) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-721/247,3-6=-623/157 OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 0 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 0 Refer to girder(s)for truss to truss connections. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 162 lb uplift at joint 8 and 162 lb uplift at G��[} P R QF1� joint 5. L _t C� This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all �co� �- Gt N�,�:`n % panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. �, 9 )Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. i 0) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)534 lb down and 208 lb up at 89200P t' 0-11-4 on top chord,and 534 lb down and 208 lb up at 0-11-4 on bottom chord. The design/selection of such connection device(s) , f is the responsibility of others. 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). OAD CASE(S) Standard fl OREGON D� Lt/ I )Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 74= 4-1 h '9 fl� A. Uniform Loads(plf) V 14 2 �"�' Vert:1-2=-72,2-3=-72,3-4=-72,5-8=-18 t ' j Concentrated Loads(Ib) 'E"+'i R`k-1,- Vert:9=-500(F)10=-500(F) EXPIRES: 12-31-2019 April 11,2019 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 MOM building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' lig 250 Klug Circle 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?PII Duality Criteria,DSB-89 and BCE!Building Component 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 21367-2S K5961389 367-2S SB1 SPECIAL 7 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:37 2019 Page 1 I D:jaigHA2yM7LWX3u 1 OVv7rizjVrO-5015kgJyPSrhzAOugcvNpTrY6?YhhNy_jIU?EbzS4Ja I 1-10-8 1-10-8 1 3x4 = 1.5x4 II I Scale=1:13.5 2 7 3 4 • O : i •i ��• 4% . 0 iii•iii4i. :4iI.iiiii i:1.i4i41i•ii:i�i`V." I 3x6 II 6 8 6x6 = 5 1-10-8 1-10-8 OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP CLL 25.011 Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.00 5-6 >999 360 MT20 220/195 oof Snow=25.0) Lumber DOL 1.15 BC 0.21 Vert(CT) -0.00 5-6 >999 240 TCDL 11.0 Rep Stress Incr YES WB 0.29 Horz(CT) -0.01 6 n/a n/a CLL 9.0 9.0 Code IBC2015/TP12014 Matrix-P Wind(LL) 0.00 6 "*' 240 BRACING- Weight:12 lb FT=20 CDL UMBER- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, BOT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. EACTIONS. All bearings 1-10-8. (Ib)- Max Horz 1=-142(LC 30) Max Uplift All uplift 100 lb or less at joint(s)except 6—386(LC 32),1=-i82(LC 36),5=-560(LC 31) Max Gray All reactions 250 lb or less at joint(s)5 except 6=534(LC 68),1=499(LC 62),5=555(LC 36) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-6=-478/437,2-3=423/424,3-5=-515/67 BOT CHORD 5-6=-391/393 EBS 2-5=-767/767 OTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right Iexposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ® R fir will fit between the bottom chord and any other members. C Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 386 lb uplift at joint 6,182 lb uplift at �t R �� joint 1 and 560 lb uplift at joint 5. �� �` Q 7)This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all 1i�' panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. M.M. 89200P f. ,)This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-8 for 300.0 plf. 40 oc. ,i_OREGON\t), to 'f? ''l 14, 2a ill P IEXPIRES: 12-31-2019 April 11,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. w. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not tW a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall mi building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MaTek° 250 Klug Circle 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 ANSUTP/7 Quality Criteria,DSB-89 and BCS/Building Component 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 21367-2S K5961390 367-2S SB2 SPECIAL 7 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:38 2019 Page 1 ID:jaigHA2yM7LWX3u1 OVv7rizjVrO-ZCaUyAKaAmzYbKz4EJQcMgOgnOuwQnl7yPDZm 1 zS4JZ I I 1-10-8 1-10-8 1.5x4 I I Scale=1:19.3 1 2 6x6 = 3 7 4 I I 3x6 II 6 8 6x6 = 5 1-10-8 1-10-8 OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.00 5-6 >999 360 MT20 220/195 oof Snow=25.0) Lumber DOL 1.15 BC 0.21 Vert(CT) -0.00 5-6 >999 240 TCDL 11.0 Rep Stress Incr YES WB 0.45 Horz(CT) -0.02 6 n/a n/a CLL 0.0 Code IBC20151 PI2014 Matrix-P Wind(LL) 0.00 6 "" 240 Weight:16 lb FT=20% CDL 9.0 UMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, BOT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. EACTIONS. All bearings 1-10-8. (lb)- Max Horz 1=-179(LC 30) Max Uplift All uplift 100 lb or less at joint(s)except 6=-520(LC 32),1=-403(LC 32),5=-917(LC 31) Max Gray All reactions 250 lb or less at joint(s)5 except 6=531(LC 68),1=502(LC 62),5=911(LC 36) IORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-6=-578/590,2-3=-436/439,3-5=-514/118 BOT CHORD 5-6=-409/414 EBS 2-5=-1177/1177 OTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right 111 exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide CPR r will fit between the bottom chord and any other members. G� Qi Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 520 lb uplift at joint 6,403 lb uplift at `r\ w`G'NO Ore joint 1 and 917 lb uplift at joint 5. GINE- co A T 7)This truss has been designed for a moving concentrated load of 250.OIb live and 250.01b dead located at all mid panels and at all C?. '- panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ,` $g00P C' This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag I loads along bottom chord from 0-0-0 to 1-10-8 for 300.0 plf. 41111°Ve----e----- 1111 -71, 4 OREGON t, A. IEXPIRES: 12-31-2019 April 11,2019 / A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. t 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?PI7 Quality Criteria,DSB-89 and BCS/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 21367-2S K5961391 367-2S WG1 SPECIAL 1 n G Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 3 Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:41 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-_nGcaCNTThL7SnifvR_J_J?Emcvud9zZeNSDN MzS4JW 3-0-4 8-2-12 13-5-4 18-7-12 21-7-14 3-0-4 5-2-8 5-2-8 5-2-8 3-0-2 Scale=1:36.3 3x4 H7x6 = 3x4H 3x4 = 3x4 = 3x4 = 1 2 17 3 18 4 19 5 20 6 21 7 8 n n . n E 1.1 e n CI .o❖.❖.•:+*:•.o0•.,5 R. •pp p•• ..❖.❖.❖.❖... ....••p.•❖p.❖.❖.........p❖. 6x6 = 23 24 14 25 7x6 = 3x4 = 16 22 15 3x4 = 13 26 12 27 11 28 10 9 I 4x4 = I 2-8-6 5-7-8 7-11-2 10-10-0 16-0-8 21-7-14 2-8-6 2-11-2 2-3-10 2-10-14 5-2-8 5-7-6 late Offsets(X,Y)-- [5:0-3-0,0-4-8],[12:0-3-0,0-4-8] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ltd PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) -0.01 14 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.25 Vert(CT) -0.02 10-11 >999 240 CDL 11.0 Rep Stress Incr NO WB 0.42 Horz(CT) -0.01 16 n/a n/a CLL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.01 14 >999 240 Weight:261 lb FT=20% CDL 9.0 LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, OT CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 13-8-12 except(jt=length)16=2-11-14,1=2-11-14,15=0-3-8,13=0-3-8. (Ib)- Max Horz 1=-72(LC 23) I Max Uplift All uplift 100 lb or less at joint(s)except 16=-889(LC 22),10=-709(LC 33),12=-340(LC 22), 11=-122(LC 22),1=345(LC 56),15=-151(LC 33),13=-204(LC 22) Max Gray All reactions 250 lb or less at joint(s)except 16=1595(LC 47),10=804(LC 42),12=1741(LC 1), 11=881(LC 79),1=357(LC 54),15=1076(LC 46),13=1300(LC 47) I RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-16=-647/127,2-3=947/944,3-4=-2443/1211,4-5=-994/1274,5-6=-880/897, 6-7=-851/828,7-10=-524/67 BOT CHORD 15-16=-1007/1619,14-15=-926/1500,13-14=-928/1281,12-13=-937/1225, 11-12=-1047/865,10-11=-915/866 I EBS 3-16=-2080/1364,3-14=-1163/1853,4-14=-1234/2194,4-12=2535/1462, 5-12=-1292/1202,5-11=-1007/1210,6-11=-1157/1158,6-10=-1048/1127 NOTES- I2-ply truss to be connected together with 10d(0.131'x3")nails as follows: P Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. ® O Bottom chords connected as follows:2x6-2 rows staggered at 0-6-0 oc. r , `N y *6tl Webs connected as follows:2x4-1 row at 0-9-0 oc. ,w tt , 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to c„^` �'✓1~ f 7 `*".-,7, ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. / " I Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; CC $920PE MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate aallii!".$9 grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. R_OREGON This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide . 4ti, �Ntt` �Q 4 will fit between the bottom chord and anyother members. 14 2• 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 889 lb uplift at joint 16,709 lb uplift at /� ' '?) P joint 10,340 lb uplift at joint 12,122 lb uplift at joint 11,345 lb uplift at joint 1,151 lb uplift at joint 15 and 204 lb uplift at joint 13. ' RO.- This truss has been designed for a moving concentrated load of 250.0Ib live and 250.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. EXPIRES: 12-31-2019 This truss has been designed for a total drag load,of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 21-7-14 for 300.0 plf. April 11,2019 1)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 21-7-14 nti ed on page 2 MI AL WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 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 I[fel(' 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/IP/1 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 21367-2S K5961391 367-2S WG1 SPECIAL 1e� L Job Reference(optional) i Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:41 2019 Page 2 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-_nGcaCNTThL7SnifvR_J_J?Emcvud9zZeNSDN MzS4JW OTES- 2)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1400 lb down and 241 lb up at 4-9-6,and 1400 lb down and 241 lb up at 6-9-6 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-7=-72,7-8=-72,9-16=-90(F=-72) Concentrated Loads(Ib) Vert:24=-1310(F)25=-1310(F) I I I I I I I I I I I I I I -- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE MI1-7473 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 MITE)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 properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 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 21367-2S K5961392 367-2S WG1A SPECIAL 1 n L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:44 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-OMyICEPLmcjhJ FQEaaX0cxd17pxhgWj?KLgt_hzS4JT 3-04 8-2-12 13-5-4 18-7-12 21-7-14 3-0-4 5-2-8 5-2-8 5-2-8 3-0-2 Scale=1:36.3 t 3x4 II 7x6 = 3x4 II 3x4 = 3x4 = 3x4 = 1 2 ,7 3 18 4 19 5 20 6 21 7 8 n n m0 C Ioo•,•,•,•,•,o•,•,•,•,•,•,•... .•,•,o•,oo•,••,•,•o• •o•,o•,•,•,•,•,•,•,•,•,•,o•.oo•.000• o•.000000000❖.❖.❖.❖.❖.+.00b0000•000❖.•.o•. .•••:• ..••.••..."1 23 24 14 25 :;..••. • ••.••.••.. ...••.••..•.•••.••.• ••••• •••••••••AV,...••.•••.•••.••••••.•..• • 6x6 = 3x4 = 7x6 = 3x4 = 16 22 15 13 26 12 27 11 28 10 9 I4x4 = I 2-8-6 { 5-7-8 I 7-11-2 i 10-10-0 16-0-8 21-7-14 2-8-6 2-11-2 2-3-10 2-10-14 5-2-8 5-7-6 1/0 late Offsets(X,V)-- [5:0-3-0,0-4-8],[12:0-3-0,0-4-8] ADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/defl Lid PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.01 14 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.25 Vert(CT) -0.02 10-11 >999 240 CDL 11.0 Rep Stress Incr NO WB 0.42 Horz(CT) -0.01 16 n/a n/a CLL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.01 14 >999 240 Weight:263 Ib FT=20% CDL 9.0 LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, IOT CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 13-8-12 except(jt=length)16=2-11-14,1=2-11-14,15=0-3-8,13=0-3-8. (Ib)- Max Horz 1=-76(LC 23) I Max Uplift All uplift 100 lb or less at joint(s)except 16=-924(LC 22),10=-746(LC 33),12=-344(LC 22), 11=123(LC 22),1=-317(LC 56),15=-147(LC 25),13—199(LC 22) Max Gray All reactions 250 lb or less at joint(s)except 16=1616(LC 47),10=840(LC 42),12=1760(LC 1), 11=883(LC 79),1=370(LC 54),15=1055(LC 46),13=1277(LC 47) I RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-16=-614/119,2-3=-953/949,3-4=-2386/1204,4-5=-986/1235,5-6=-878/896, 6-7=-852/830,7-10=-523/67 BOT CHORD 15-16=-1000/1590,14-15=-919/1472,13-14=-924/1320,12-13=-932/1210, 11-12=-1035/865,10-11=-915/864 IEBS 3-16=-2087/1384,3-14=-1188/1860,4-14=-1257/2190,4-12=-2520/1478, 5-12=-1287/1219,5-11=-1032/1224,6-11=-1178/1178,6-10=-1071/1150 NOTES- I2-ply truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. op PR Q/-r Bottom chords connected as follows:2x6-2 rows staggered at 0-6-0 oc. <(""Cl t G�s` Webs connected as follows:2x4-1 row at 0-9-0 oc. ..l 'T 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to c\ l� ©/j ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. �/ '-V I)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; CC- ,89200PE MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DO J i 4)TCLL:ASCE 7 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. s ifr This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. y OREGON 4L/ *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,L NI)' will fit between the bottom chord and any other members. 1 ', '}- 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 924 lb uplift at joint 16,746 lb uplift at ` r �' ii 7.1r 10,344 lb uplift at joint 12,123 lb uplift at joint 11,317 lb uplift at joint 1,147 lb uplift at joint 15 and 199 lb uplift at joint 13. n'fC R R I lr,,,\- I)This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. EXPIRES. 12.31.2019 0)This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 21-7-14 for 300.0 plf. April 11,2019 1)Girder carries tie-in spans:5-6-0 from 0-0-0 to 21-7-14 ntinked on page 2 mit ......•I�WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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" I 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 ANSUTPII 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 21367-2S K5961392 I 367-2S WG1A SPECIAL 1 n L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:45 2019 Page 2 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-5YW7QZQzXvsYwP?Q8H2F89AwtDHwZzz9Z?QQW7zS4JS 120TES- ) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1400 lb down and 241 lb up at 4-9-6,and 1400 lb down and 241 lb up at 6-9-6 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard I Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-7=-72,7-8=-72,9-16=-90(F=-72) Concentrated Loads(Ib) Vert:24=-1310(F)25=-1310(F) • I I I I I I I I I I I I I I _.. 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly 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 21367-2S K5961393 67-2S WG2 SPECIAL 1 n G Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:46 2019 Page 1 I D:B RY3axW kgv6k2 R kzwE h B9dzjV xF-Kk3VdvQc I D_PYYaci?ZU h Mj5OddXI R n Iof9_2ZzS4J R 3-3-2 8-11-12 14-8-0 17-10-10 3-3-2 5-8-10 5-8-4 3-2-10 Scale=1:29.8 I3x4 I I 3x4 = 3x4 = 3x4 = 3x4 II 1 2 15 3 16 4 17 5 18 6 7 IN w w ffil Mir w Y ! I ill III III 166. • Y rr r Y !O.%. � :i1*+. .iir „ 1�� i .3�' 21 11 22 23 ♦���������•�����• ����•4 1:�:� ��5:���•J:������� � �� � �� J:•.�•0.:• Q�: :�S:Q:* ���•���•�::•�:J:�!� y�• • SO 3x4 = 10 24 9 8 I 14 19 13 20 12 4x4 = 4x4 = 3x4 = I 6-1-4 9-4-4 11-9-14 14-7-12 17-10-10 6-1-4 3-3-0 2-5-10 2-9-14 3-2-14 lk OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP 220/195 LL 25.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) 0.01 13-14 >999 360 MT20 oof Snow=25.0) Lumber DOL 1.15 BC 0.22 Vert(CT) -0.03 13-14 >999 240 TCDL 11.0 Rep Stress lncr NO WB 0.38 Horz(CT) -0.01 9 n/a n/a iliCiLL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.01 11 >999 240 Weight:215 lb FT=20 CDL 9.0 MBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 DF 1800F 2.1E except end verticals. JEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. EACTIONS. All bearings 9-4-4 except(jt=length)9=3-6-6,12=0-3-8,10=0-3-8. (lb)- Max Horz 1=-72(LC 4) Max Uplift All uplift 100 lb or less at joint(s)12 except 14=-668(LC 24),1=-213(LC 56),9=-834(LC 25), 13=-353(LC 23),10=316(LC 22) Max Gray All reactions 250 lb or less at joint(s)except 14=715(LC 43),1=519(LC 54),9=1232(LC 46),13=1901(LC 1),12=768(LC 73),10=2021(LC 47) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. IOP CHORD 2-14=-484/194,2-3=-1046/1018,3-4=-1086/1269,4-5=-2266/1226,5-6=-891/885, 6-9=-532/58 OT CHORD 13-14=-996/901,12-13=-1107/1393,11-12=-1026/1332,10-11=-1172/1640, 9-10=-988/1573 WEBS 3-14=-1097/1295,3-13=-1409/1299,4-13=-2419/1519,4-11=-1231/1996, 5-11=-1179/1749,5-9=-2010/1402 IOTES- 1) 2-ply truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. -10,,./D Bottom chords connected as follows:2x6-2 rows staggered at 0-6-0 oc.I �S�[ PR Opp"Webs connected as follows:2x4-1 row at 0-9-0 oc. All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to eco AGI N� . /� ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. el,Nr 7 -1j )Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; ✓ �92®d� QC MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Al, 5)Provide adequate drainage to prevent water ponding. ,,.w� This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 9it_OREGON w will fit between the bottom chord and any other members. ,L Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)12 except(jt=lb) '0 0' i 4. �4 $' 14= 34, 3, )This 6trruss has been desigdesignedfora0 moving concentrated load of 250.01b live and 250.0Ib dead located at all mid panels and at all `Yl PRO- � panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 0)This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist - 1- d1 drag loads along bottom chord from 0-0-0 to 17-10-10 for 300.0 plf. 11)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 17-10-10 April 11,2019 .. .. -. .. ...- 1111111.11111 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �//�� building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Ifabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS4TPII 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 21367-2S K5961393 367-2S WG2 SPECIAL 1 n G Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:46 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-Kk3VdvQcID_PYYaci?ZUhMj5OddXlRnlof9_2ZzS4JR toTES- Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1400 lb down and 241 lb up at 12-0-8,and 1400 lb down and 241 lb up at 14-0-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard IDead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-6=-72,6-7=-72,8-14=-90(F=-72) Concentrated Loads(lb) Vert:11=-1310(F)23=-1310(F) I I I I I I I I I I I II A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing in MiTek' Iis 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 Job Truss Truss Type Qty Ply 21367-2S K5961394 67-2S WG2A SPECIAL 1 A G Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:48 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-H7BG2bSsggE7nsk?pPcymnoR8QHMmKPbFze57SzS4JP 3-3-12 9-1-4 14-10-12 17-10-10 3-3-12 5-9-8 5-9-8 2-11-14 Scale=1:29.8 3x4 3x4 = 3x4 = 3x4 = 3x4 II 1 2 14 3 15 4 16 5 17 6 7 INMN w I 11111111111111111P. •� • • w I,iii�00000000i�i�i�i�00iii�00000000��iiiiii�0000OODO0i�i�i�00i�000OODi••00iiiiii 0��00��0�•�..d&.... �.I:.••,4trt I., 19 20 11 21 22 4��,. ...ii,,.•.tii�iiii�i�i�..•„�i�i� •A•�i�!•L„�i�i�i�i�i�i•i•i�i�i�i�i��������•io•i�i�:•„iii e_..����_-eeee..e_____�•_, _.�eee�e_�__•__�_eeeee.�.�____e_eeee�..�m�_____e__e.._�__�__�_eee 3x4 = I 13 18 12 10 23 9 24 8 6x6 = 3x4 = 4x4 = I 3-3-0 6-2-8 8-6-8 12-0-0 17-10-10 3-3-0 2-11-8 2-4-0 3-5-8 5-10-10 ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP 25.0Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.01 11 >999 360 MT20 220/195 tLL of Snow=25.0) Lumber DOL 1.15 BC 0.27 Vert(CT) -0.03 8-9 >999 240 TCDL 11.0 Rep Stress Incr NO WB 0.44 Horz(CT) -0.01 13 n/a n/a LL 0.0 * Code IBC20151 P12014 Matrix-MS Wind(LL) 0.01 11 >999 240 Weight:217 lb FT=20% CDL 9.0 MBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, OT CHORD 2x6 DF 1800F 2.1Eii except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FACTIONS. All bearings 9-4-2 except(jt=length)13=3-6-8,1=3-6-8,12=0-3-8,10=0-3-8. (Ib)- Max Horz 1=-238(LC 22) Max Uplift All uplift 100 lb or less at joint(s)except 13=-925(LC 22),1=-399(LC 56),7=-150(LC 59),8—702(LC I 25),9=-415(LC 22),12=-276(LC 33),10=-314(LC 22) Max Gray All reactions 250 lb or less at joint(s)except 13=1671(LC 47),1=346(LC 54),7=309(LC 60),8=729(LC 42),9=2059(LC 1),12=1846(LC 46),10=1911(LC 47) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. OP CHORD 2-13=-702/137,2-3=-875/876,3-4=-2594/1336,4-5=-1066/1338,5-6=-931/906, 6-8=-411/195 OT CHORD 12-13=-1082/1763,11-12=-1071/1685,10-11=-1054/1452,9-10=-1138/1515, 8-9=-997/860 WEBS 3-13=-2233/1458,3-11=-1231/1963,4-11=-1296/2291,4-9=-2697/1569,5-9=-1500/1342, 5-8=-1075/1330 IOTES- 1)2-ply truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. PR Bottom chords connected as follows:2x6-2 rows staggered at 0-6-0 oc.111 S/ ® Q Webs connected as follows:2x4-1 row at 0-9-0 oc. ` G I.N E All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to �Gj ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. , '4". Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; i 0P f MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ./ ,.. TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.10 5)Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide OREGO will fit between the bottom chord and any other members. '/ CC Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 925 lb uplift at joint 13,399 lb uplift at ` 4 `� joint 8,415 lb uplift at joint 9,276 lb uplift at joint 12 and uplift at jnt 10. j144 4 b This truss has been at for a movingjoint 1,150 lb uplift joint 7,702 lb uplifttconcent concentrated load of 250.01b live and 250.OIb dead locatediat Tall mid panels and at all R A t panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist EXPIRES: 12-31-2019 drag loads along bottom chord from 0-0-0 to 17-10-10 for 300.0 plf. 11)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 17-10-10 April 11,2019 rr. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. g 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 A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Milek' 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?P/I 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 21367-2S K5961394 67-2S WG2A SPECIAL 1 e� L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 8 Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:48 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-H7BG2bSsggE7nsk?pPcymnoR8QHMmKPbFze57SzS4JP F)TES- Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1400 lb down and 241 lb up at 4-3-12,and 1400 lb down and 241 lb up at 6-3-12,and 1400 lb down and 241 lb up at 8-3-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard IDead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-6=-72,6-7=-72,8-13=-90(F=-72) Concentrated Loads(Ib) Vert:11=-1310(F)19=-1310(F)22=-1310(B) I 1 111I I I I I I I I I 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. mit.mum 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 R building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iViiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 'Job Truss Truss Type Qty Ply 21367-2S K5961395 67-2S WG3 SPECIAL 1 e� L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:50 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-DWJOTHT6LSUr1AuOxgeQrCtlaEyFE9JujH7BBLzS4JN 3-0-8 5-9-13 9-8-12 16-7-1 22-2-7 25-5-2 3-0-8 2-9-4 3-10-15 6-10-5 5-7-6 3-2-11 Scale=1:42.8 i4x4 = 8x8 = 3x4 II 3x8 = 3x4 = 3x4 — 3x4 II 1 2 19 3 20 4 21 5 22 6 23 7 24 8 9 SI 1' In in o G a o v 117 25 26 16 27 28 15 29 30 31 14 32 33 34 3x4 = 4x4 = 3x6 II 6x6 = 3x4 II 8x8 = 13 35 12 36 11 10 I 7x6 = I 5-9-13 9-8-12 13-9-8I 19-4-12 _ 25-5-2 5-9-13 3-10-15 4-0-11 5-7-4 6-0-6 13 ate Offsets(Xy)-- [3:0-1-12,0-4-8],[5:0-3-8,0-1-8],[12:0-3-0,0-4-8],[14:0-4-0,0-4-4],[16:0-3-0,0-3-12] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP I CLL 25.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.02 13-14 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.37 Vert(CT) -0.04 13-14 >999 240 CDL 11.0 Rep Stress lncr NO WB 0.73 Horz(CT) -0.00 12 n/a n/a CLL 0.0 Code 1BC2015/TP12014 Matrix-MS Wind(LL) 0.02 13-14 >999 240 Weight:313 lb FT=20% CDL 9.0 LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, T CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 11-11-2 except(jt=length)17=0-5-14,15=0-5-8. (Ib)- Max Horz 17=234(LC 23) I Max Uplift All uplift 100 lb or less at joint(s)except 17=-1031(LC 22),11=-751(LC 25),12=-115(LC 25), 15=1191(LC 25),13=-905(LC 24) Max Gray All reactions 250 lb or less at joint(s)except 17=2520(LC 47),11=878(LC 20),12=807(LC 81), 15=6152(LC 46),13=4320(LC 47),13=4191(LC 1) RCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-17=-1323/842,2-3=-1697/1028,3-4=-2856/1402,4-5-3027/1629,5-6=-1255/1475, 6-7=-992/995,7-8=-922/892,8-11=-523/64 BOT CHORD 16-17=-719/727,15-16=-1363/1171,14-15=-1162/1039,13-14=-1315/1120, 12-13=-1165/956,11-12=-964/927 I EBS 3-15=-3036/708,5-13=-2197/921,2-16=-1261/2026,3-16=-1460/2858,6-13=-1349/1319, 6-12=-1144/1394,7-12=-1256/1259,7-11=-1166/1214,3-14=-1585/3587,4-14=-391/203, 5-14=-1667/3833 NOTES- 2-ply truss to be connected together with 10d(0.131"x3")nails as follows:} P R Qp Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc.I is Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. �`c,, .AG t l"rt s/P Webs connected as follows:2x4-1 row at 0-9-0 oc. 'T 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to 14✓I 1' ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. � GQQP E C Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; ,M • MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 II4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. f7 OREGON 1c, This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. (- This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide f �I' 14 r ` v.+ will fit between the bottom chord and any other members. + Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1031 lb uplift at joint 17,751 lb uplift at <' }� - joint 11,115 lb uplift at joint 12,1191 lb uplift at joint 15 and 905 lb uplift at joint 13. This truss has been designed for a moving concentrated load of 250.OIb live and 250.01b dead located at all mid panels and at all EXPIRES: 1 - 1- j panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 10)This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist April 11,2019 drag loads along bottom chord from 0-0-0 to 25-5-2 for 300.0 plf. l nti ed on oaoe 2 numWAR IN -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 propedy 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/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 Job Truss Truss Type Qty Ply 21367-2S K5961395 7-2S WG3 SPECIAL 1 n L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:51 2019 Page 2 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-hitOgdUk6lcieKTaUY9f000wKeIUzcZ1 xwtlknzS4JM ilTES- ) Girder carries tie-in span(s):5-6-0 from 0-0-0 to 25-5-2 Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1400 lb down and 241 lb up at 1-0-14,1400 lb down and 241 lb up at 3-0-14,1400 lb down and 241 lb up at 7-0-14,1400 lb down and 241 lb up at 5-0-14,1400 lb down and 241 lb up at 9-0-14,and 1400 lb down and 241 lb up at 11-0-14, and 1400 lb down and 241 lb up at 13-0-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. AD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-8=-72,8-9=-72,10-18=-86(F=-68) Concentrated Loads(Ib) Vert:16=-1310(B)25=-1310(B)28=-1310(B)29=-1310(B)31=-1310(B)32=-1310(B)34=-1310 I I 1 I 1 I I I 111 I I I I A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. , Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,diviNu 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 Ml(} ek' I 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 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 21367-2S K5961396 367-2S WG3A SPECIAL 1 n L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:53 2019 Page 1 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-d5_95JW?eNsoudczczB7TrVG_Ru8R W_KPEMrogzS4JK 3-4-13 9-4-7 16-0-12 19-7-10 25-0-2 25-5-? 3-4-13 5-11-10 6-8-5 3-6-14 5-4-8 0-5- Scale=1:42.8 III 3x4 II3x4 —_ 7x6 = 3x4 II 3x8 = 4x12 = 4x4 = 1 2 18 3 19 4 20 5 21 6 22 7 23 8 9 El : E . o p o 0 0E 11 - 4x4 = 4x12 = 26 27 14 28 13 29 30 12 31 11 10 17 24 16 25 15 7x6 = 3x4 H 7x6 = 3x6 II I 7x6 = I 6-4-10 12-4-2 16-0-12 19-7-10 22-4-12 � 25-5-2 6-4-10 5-11-8 3-8-10 3-6-14 2-9-2 3-0-6 late Offsets(X,V)-- [4:0-3-0,0-4-8],[6:0-3-8,0-1-8],[14:0-3-0,0-4-12],[16:0-3-0,0-4-8] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL) -0.02 14-15 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.67 Vert(CT) -0.04 14-15 >999 240 CDL 11.0 Rep Stress Incr NO WB 0.74 Horz(CT) -0.01 13 n/a n/a CLL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.02 14-15 >999 240 Weight:316 lb FT=20% CDL 9.0 LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, T CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 12-7-10 except(jt=length)11=0-6-0,13=0-5-8. (lb)- Max Horz 1=-76(LC 4) I Max Uplift All uplift 100 lb or less at joint(s)except 17=-760(LC 24),1—227(LC 56),11=-1026(LC 33), 16=-i04(LC 22),15=-1014(LC 23),13=-945(LC 24) Max Gray All reactions 250 lb or less at joint(s)except 17=853(LC 21),1=516(LC 54),11=2219(LC 46),16=807(LC 77),15=5084(LC 46),15=4941(LC 1),13=4725(LC 47) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-17=-502/185,2-3=-1096/1066,3-4=-992/1000,4-5=-1175/1413,5-6=-1007/1353, 6-7=-2983/1489,7-8=-1655/1067,8-11=-1393/897 BOT CHORD 16-17=-1049/1026,15-16=-1286/1045,14-15=-1522/3027,13-14=-1266/1083, 12-13=-1138/956,11-12=-924/929 I EBS 5-15=-663/132,3-17=-1226/1289,3-16=-1320/1339,4-16=-1161/1444,4-15=-1399/1374, 7-13=-3215/747,7-12=1424/2633,8-12—1314/2068,6-15=-4132/1720,6-14=-884/2401, 7-14=-1630/3851 NOTES- 2-ply truss to be connected together with 10d(0.131"x3")nails as follows:I [} PR Q/ . Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. t� Bottom chords connected as follows:2x6-2 rows staggered at 0-3-0 oc. C?�Co� - GI ,NE-C s!© Webs connected as follows:2x4-1 row at 0-9-0 oc. �j 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to k/ pt i -V Iply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 200P f Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plateillir ",/ grip DOL=1.60 of 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10ti CC Provide adequate drainage to prevent water ponding. 7 q-OREGON '4 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1. "'7 This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide /0 111' 14t '1.° �i will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 760 lb uplift at joint 17,227 lb uplift at �R R i 1. Ijoint 1,1026 lb uplift at joint 11,104 lb uplift at joint 16,1014 lb uplift at joint 15 and 945 lb uplift at joint 13. This truss has been designed for a moving concentrated load of 250.01b live and 250.0Ib dead located at all mid panels and at all EXPIRES: 12-31-2019 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 10)This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist April 11,2019 drag loads allong bottom chord from 0-0-0 to 25-5-2 for 300.0 Dlf. • Nue:ntimilamrity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/0312015 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 R building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 'y,iT®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 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 21367-2S 1367-2S WG3A SPECIAL 1 K5961396 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:53 2019 Page 2 I D:BRY3axW kgv6k2 RkzwE h B9dzj VxF-d5_95J W?e NsQudczczB7TrVG_Ru8 R W_KPEM rogzS4J K TES- )Girder carries tie-in span(s):5-6-0 from 0-0-0 to 25-5-2 Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)3205 lb down and 552 lb up at 13-10-10,1400 lb down and 241 lb up at 15-9-14,1400 lb down and 241 lb up at 17-9-14,and 1400 lb down and 241 lb up at 21-9-14,and 1400 lb down and 241 lb up at 23-9-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. IAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-8=-72,8-9=-72,10-17=-86(F=-68) I Concentrated Loads(Ib) Vert:14=-1310(B)26=-3000(F)28=-1310(B)30=-1310(B)31=-1310(B) I I I I I I I I I I I I I I MI= A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1191-74 73 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 mg 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 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 21367-2S K5961397 367-2S WG4 SPECIAL 1 A L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:55 2019 Page 1 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-ZT6vW_XFA_687xmLjOEbYGbe9Ff_VTod5YrytYzS4J I 3-0-4 8-2-12 13-5-4 18-7-12 21-7-14 3-0-4 5-2-8 5-2-8 5-2-8 3-0-2 Scale=1:36.3 3x4 3x4 = 3x4 = 7x6 3x4 = 3x4 I 1 2 19 3 20 4 21 5 22 6 23 7 8 r~ !1nu w w ra Yrr+ , Y glee!.!i!!i!i!i!i!.i!!.!!i!!..tlQi�'r,`:• %!!I!!i!i!i!i!i!i!!!!!!!i!i!i!�!i� 6x6 —_ 25 16 26 27 15 28 14 29 13 30 31 32 12 33 3411 35 10 9 18 24 17 3x4 = 7x6 = 3x4 = 4x4 = I I 3-3-8 5-7-8 8-7-0j 10-7-10 10-II19-0 12-8-4 16-0-8 17-9-0 17-9-7 21-7-14 3-3-8 2-4-0 2-11-8 2-0-10 0-2-'6 1-10-4 3-4-4 1-8-8 047 3-10-7 late Offsets(X,Y)-- [5:0-3-0,0-4-8],[14:0-3-0,0-4-8] ADING (psf)00 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Lid PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.01 12-13 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.33 Vert(CT) -0.02 12-13 >999 240 110 Rep Stress Incr NO WB 0.46 Horz(CT) -0.01 18 n/a n/a IDL LL 0.0 Code IBC20151TP12014 Matrix-MS Wind(LL) 0.01 12-13 >999 240 Weight:261 lb FT=20% DL 9.0 LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, T CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 0-3-8 except(jt=length)18=3-7-0,10=3-10-14,14=4-1-4,1=3-7-0. (Ib)- Max Horz 1—72(LC 23) I Max Uplift All uplift 100 lb or less at joint(s)17 except 18=-878(LC 22),10—838(LC 25),14=-338(LC 22), 1=-332(LC 56),15=-327(LC 22),13=-409(LC 23),11=-274(LC 22) Max Gray All reactions 250 lb or less at joint(s)except 18=1569(LC 47),10=1338(LC 46),14=1384(LC 1), 1=370(LC 54),17=807(LC 77),15=2116(LC 47),13=2618(LC 46),11=1761(LC 47) lirRCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-18=-634/122,2-3=-952/944,3-4=-2143/1155,4-5=-1098/1801,5-6=-2200/1126, 6-7=-833/825,7-10=-534/53 BOT CHORD 17-18=-961/1393,16-17=-980/1407,15-16=-832/872,14-15=-858/898,13-14=-954/1013, 12-13=-756/853,11-12=-1085/1560,10-11=890/1433 IEBS 3-18=-1875/1327,3-16=-1130/1705,4-16=-1263/2327,4-14=-2698/1497, 5-14=-2772/1499,5-12=-1266/2407,6-12=-1126/1727,6-10=-1956/1330 NOTES- 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: {Q " r Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. �® �fi Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. �� �t P R OFej , Webs connected as follows:2x4-1 row at 0-9-0 oc. ,v T 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to Lc✓�? �ip ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. IWind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.11;Exp B;Enclosed; $ �GC}C}P E MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate ) , , grip DOL=1.60 • .�/ 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 ¢� Provide adequate drainage to prevent water ponding. 5 . ( Cr } This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. OREGON 4, *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide � '-.7 Q'ti� to ` will fit between the bottom chord and any other members. 4 '7 4 P 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)17 except(jt=lb) �jj 18=878,10=838,14=338,1=332,15=327,13=409,11=274. r R`O.' It This truss has been designed for a moving concentrated load of 250.01b live and 250.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. EXPIRES: - 1 This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(f.33) Connect truss to resist -2019 drag loads along bottom chord from 0-0-0 to 21-7-14 for 300.0 plf. April 11,2019 1)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 21-7-14 e ntiryjad on oaoge 2 -- B WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK AM-7473 PAGE -7473 rev.10/03/2015 BEFORE USE. �R 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 R�; building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ,y 'ekg 250 Klug Circle 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 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 21367-2S K5961397 367-2S WG4 SPECIAL 1 r� G Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:56 2019 Page 2 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-2ggHkKYtxIE_I5LXH51g5T7pvf?Ddw2n5CaW P_zS4JH TES- ) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1400 lb down and 241 lb up at 5-6-12,1400 lb down and 241 lb up at 7-6-12,1400 lb down and 241 lb up at 13-6-12,and 1400 lb down and 241 lb up at 15-6-12,and 1400 lb down and 241 lb up at 17-6-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. FAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-7=-72,7-8=-72,9-18=-90(F=-72) Concentrated Loads(Ib) IVert:16=-1310(B)27=-1310(B)30=-1310(B)32=-1310(B)34=-1310(B) I I I 1 I I I I I I I I I r I A WARNING-Verity 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 oirm Nult 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 Job Truss Truss Type Qty Ply 21367-2S K5961398 67-2S WG4A SPECIAL 1 n L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 5 Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:57 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-WsEfxgZVibMrNFwkroG3dhgzE3NbMTFWKsK3xRzS4JG 3.0.4 8-2-12 13-5-4 18-7-12 21-7-14 3-0-4 5-2-8 5-2-8 5-2-8 3-0-2 Scale=1:36.3 3x4 I I 3x4 = 7x6 = 3x4 = 3x4 = 3x4 I 1 2 17 3 18 4 19 5 20 6 21 7 8 • ! IT n n n El n 0 0 OOOOOOOOODOOOOOOOi•OOOOODOODOOODOOOOOODODOOOOOOOOOOOOO4, i•OOOOOOOOi•O : • ODi•000 25 12 26 ►�i�•�.�.0�.�.�.�0.�.0.0�.0�.�.• 4x4 = 3x4 = 7x6 = 3x4 = 11 27 10 9 16 22 15 23 14 24 13 4x4 -=- 111 I 1 5-7-8 10-10-0 13-1-0 16-0-8 18-4-8 21-7-14 5-7-8 5-2-8 2-3-0 2-11-8 2-4-0 3-3-6 late Offsets(X,Y)-- [4:0-3-0,0-4-8],[14:0-3-0,0-4-8] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) -0.01 15-16 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.02 15-16 >999 240 DL 11.0 Rep Stress Incr NO WB 0.08 Horz(CT) 0.00 10 n/a n/a CDL 9.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 15-16 >999 240 Weight:263 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, T CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:15-16,14-15. REACTIONS. All bearings 13-1-0 except(jt=length)10=3-6-14,13=0-3-8,11=0-3-8. (Ib)- Max Horz 1=-76(LC 4) I Max Uplift All uplift 100 lb or less at joint(s)16,13,11 except 1=-162(LC 22),10=-109(LC 5),14=-205(LC 4), 15=-139(LC 4) Max Gray All reactions 250 lb or less at joint(s)except 16=689(LC 22),1=508(LC 20),10=707(LC 39), 14=992(LC 1),15=914(LC 41),13=652(LC 43),11=701(LC 45) 11 RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-16=-433/146,5-6=-515/94,7-10=-523/64 T CHORD 15-16=-55/304,13-14=-102/405,12-13=-102/405,11-12=-124/502,10-11=-124/502 WEBS 3-16=-378/84,3-15=-504/136,4-15=-433/98,4-14=-497/136,5-14=-789/205, 5-12=-137/378,6-12=-244/265,6-10=-646/140 OTES- 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. ��® PR� � IWebs connected as follows:2x4-1 row at 0-9-0 oc. s All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. \� � � �® 3)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; �C.'? ' `ice MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate 4, 89200PEt, grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. � .- 41411. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 7 e will fit between the bottom chord and any other members. d OREGON �j/� Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)16,13,11 except �4- 4� 'ti '� (jt=lb)1=162,10=109,14=205,15=139. j 42 � - 9)This truss has been designed for a moving concentrated load of 250.01b live and 250.01b dead located at all mid panels and at all 41C-t� v panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. '� r R I_...., IliGirder carries tie-in span(s):5-6-0 from 0-0-0 to 21-7-14 AD CASE(S) Standard EXPIRES: 12-31-2019 April 11,2019 ntinued on naae 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,nott4 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall A NM NM 1111 building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing [V tiTekf 250 Klug Circle 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 ANSUTP11 Quality Criteria,DSB-89 and BCSI Building Component 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 21367-2S K5961398 367-2S WG4A SPECIAL 1 A L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:57 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-WsEfxgZVibMrN FwkroG3dhgzE3NbMTFW KsK3xRzS4JG IAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Veit:1-2=-72,2-7=-72,7-8=-72,9-16=-90(F=-72) I I I I I I I I Hi I I I I I I I t 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 MtTek` 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/TM 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 21367-2S K5961399 67-2S WG5 SPECIAL 2 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:35:59 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-SEMQMMaIEDcZcY46yDIXj61K9s1 hgHiDnApAOJzS4JE 3-0-4 8-2-12 13-5-4 18-7-12 21-7-14 3-0-4 5-2-8 5-2-8 5-2-8 3-0-2 Scale=1:36.3 I 3x4 II 10x10 = 3x4 II 3x4 = 3x4 = 3x4 = 1 2 20 3 21 4 22 5 23 6 24 7 8 0 n n n E — a .❖.❖.❖.❖.❖.❖•o❖•o•• ••too•om • to?•❖.o•.•1,• .o❖.• <.o•.000•�.000• .•.o❖.00•.00000❖.o❖.000•.000•.o•.o, 16 ►.o❖.•.o❖.❖.❖.❖.❖.❖•❖le, .,00•• •oo••o• 17 26 27 28 29 15 14 30 13 31 12 32 11 33 10 9 4x4 = 3x8 19 25 18 3x4 = 7x6 = 3x4 = 4x4 = I I 4-11-107-8 8-2-12 10-3-2 19-10-9 12-3-14 i 14-4-10 i 16-0-8 i 19-8-10 21-7-14 i 4-11-10 85-7-14 2-7-4 2-0-6 d-6-14 1-5-14 2-0-12 1-7-14 3-8-2 1-11-4 ate Offsets(X,Y)-- [14:0-3-0,0-4-8] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.02 11-12 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.35 Vert(CT) -0.03 11-12 >999 240 DL 11.0 Rep Stress Incr NO WB 0.46 Horz(CT) 0.01 10 n/a n/a ILL DL 9.0 * Code 1BC2015/TP12014 Matrix-MS Wind(LL) 0.01 11-12 >999 240 Weight:265 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, T CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 0-3-8 except(jt=length)19=5-3-2,1=5-3-2,10=2-2-12,14=4-1-8. (Ib)- Max Horz 1=72(LC 23) I Max Uplift All uplift 100 lb or less at joint(s)except 19=-753(LC 24),1=-234(LC 56),10=-792(LC 25),14=-142(LC 23),18=370(LC 23),15=-688(LC 24),13—106(LC 25),11=-276(LC 22) Max Gray All reactions 250 lb or less at joint(s)except 19=947(LC 21),1=455(LC 54),10=960(LC 20),14=1148(LC 72),18=2298(LC 46),15=3651(LC 47),13=857(LC 83),11=1796(LC 47) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-19=-510/79,2-3=-948/943,3-4=-1033/933,4-5=-1071/1694,5-6=-2364/1153, 6-7=-825/827,7-10=-535/52 BOT CHORD 18-19=-802/915,17-18=-873/891,16-17=-973/1299,15-16=-779/1212,14-15=-907/1308, 13-14=-983/1146,12-13=-889/1075,11-12=-993/1556,10-11=-953/1526 1IEBS 3-19=-1207/1199,3-17=-1020/1189,4-17=-1343/1141,4-14=-3108/1521, 5-14=-2820/1502,5-12=-1266/2432,6-12=-1144/1817,6-10=-2064/1346,4-16=-243/1637 NOTES- 1 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: tfi Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc.ii �} G Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. `Ax- r.,,,,7 x- t r/® Webs connected as follows:2x4-1 row at 0-9-0 oc. h 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ✓ 'Y ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ,,Ni✓ISS??((11 ->" Wind:ASCE 7-10;Vu1t=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; �7 2O�}P E MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 le! 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 5)Provide adequate drainage to prevent water ponding. 0 S This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �RE GI *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 'will fit between the bottom chord and any other members.8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 753 lb uplift at joint 19,234 lb uplift at /�j 1,792 lb uplift at joint 10,142 lb uplift at joint 14,370 lb uplift at joint 18,688 lb uplift at joint 15,106 lb uplift at joint 13 and 276 'R AW.-V- 1 lb uplift at joint 11. This truss has been designed for a moving concentrated load of 250.0Ib live and 250.01b dead located at all mid panels and at all EXPIRES: 1 31-2019 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 10)This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist April 11,2019 drag loads along bottom chord from 0-0-0 to 21-7-14 for 300.0 plf. I ntirr$1,291sue �� era design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MA-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 �l'�eyk' 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 ANSUTPII 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 21367-2S K5961399 367-2S WG5 SPECIAL 2 e� G Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:36:00 2019 Page 2 I D:BRY3ax W kgv6k2 RkzwEh B9dzj VxF-wRwoZibO?W kQEiIJ Wxgm FJ I VvG MwZkyMOgYjYmzS4J D OTES- 1)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 21-7-14 2) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1400 lb down and 241 lb up at 5-9-14,1400 lb down and 241 lb up at 7-9-14,1400 lb down and 241 lb up at 9-9-14,and 1400 lb down and 241 lb up at 15-9-14,and 1400 lb down and 241 lb up at 17-9-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-7=-72,7-8=-72,9-19=-90(F=-72) I Concentrated Loads(Ib) Vert:17=1310(B)12=-1310(B)27=-1310(B)29=-1310(B)32=-1310(B) I I I I I I I I I I I I I I � ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �s 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 Mlie 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 TP/f Qualityw 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 21367-2S �f K5961400 367-2S WG5A SPECIAL 2 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:36:01 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-OdTAn2cOmgtHrsEV4eL?oXreCgiCIB5WFUIH4CzS4JC 3-04 5-6-11 8-2-12II 13-5-4 18-7-12 21-7-14 3-0-4 2-6-7 2-8-1 5-2-8 5-2-8 3-0-2 Scale=1:36.3 3x4 H 8x8 = 7x6 = 3x4 = 3x4 = 3x4 H 1 2 18 3 19 4 20 5 21 6 22 7 8 ! i-ci ® n n 11 il ;:: 13 ❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.•..: oo❖.o❖.•.oo•00000000.o❖.o❖.❖.•.o❖.0000• 23 15 24 _2:.................�•�y 26 12 27 ������•����•�•�••• ••�•••��• �•��••�•��♦ 17 6 14 25 13 7x6 = 3x4 = 4x4 = 4x4 = 3x12 II 3x6 = 11 28 10 29 9 I I 3-0-4 5-7-4 5-71-8 7-8-0 9-5-4 10-10-0 + 15-0-4 16-0-8 21-7-14 3-0-4 2-7-0 0-d-4 2-0-8 1-9-4 1-4-12 4-2-4 1-0-4 5-7-6 late Offsets(X,V)-- [4:0-3-0,0-4-8],[12:0-3-0,0-4-8] OADING (psf)I SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL) -0.02 11-12 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.34 Vert(CT) -0.03 11-12 >999 240 CDL 11.0 Rep Stress Incr NO WB 0.47 Horz(CT) 0.01 8 n/a n/a CDL 9,0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.01 11-12 >999 240 Weight:267 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, iOT CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 6-11-2 except(jt=length)16=0-6-12,14=4-1-8,14=4-1-8,13=0-3-8,11=0-3-8. (Ib)- Max Horz 16=76(LC 29) I Max Uplift All uplift 100 lb or less at joint(s)13 except 16—1060(LC 22),9=-702(LC 25),14=-759(LC 25), 10=-i86(LC 22),8=-150(LC 59),11=-366(LC 25) Max Gray All reactions 250 lb or less at joint(s)except 16=2580(LC 47),9=729(LC 42),14=4139(LC 46), 14=4115(LC 1),10=1170(LC 73),8=307(LC 60),13=802(LC 77),11=2111(LC 46) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-16=-589/53,2-3=-883/843,3-4=-964/1304,4-5=-2115/1105,5-6=-987/1202, 6-7=-935/913,7-9=-411/167 BOT CHORD 15-16=-989/1604,14-15=-1092/1743,13-14=-780/1090,12-13=-997/1164, 11-12=-796/1056,10-11=-980/1168,9-10=-911/848 I EBS 3-16=-2091/1321,3-14=-3201/1536,4-14=-2455/1445,4-12=-1214/2072, 5-12=-1203/2014,5-10=-2297/1420,6-10=-1354/1229,6-9=1056/1285,3-15=-357/2297 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: { F ITop chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. �} PR } C Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. t Webs connected as follows:2x4-1 row at 0-9-0 oc. ��� 1 & �Q 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to r? 'Zi ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. �/ "9 I)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; $ 2�OPE { Ct. MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ,o! 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 �__ 5)Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 40 This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide L- 4 OREGON Y `2��br �*� will fit between the bottom chord and any other members. } 14, P4 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)13 except(jt=lb) ,.,rI16=1060,9=702,14=759,10=186,8=150,11=366. 3/4-F1R 11-8,- I ) )This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. EXPIRES: 12-31-2019��9 0)This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 21-7-14 for 300.0 plf. April 11,2019 1)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 21-7-14 ntlM,VVAs -verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,noVIM t 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 'y,lTek` 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 Job Truss Truss Type Qty Ply 21367-2S K5961400 67-2S WG5A SPECIAL 2 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:36:02 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-sp1Y_NdeX8?8T0oheMsEKkNpx42R1eLfT8lgdezS4JB irTES- Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1400 lb down and 241 lb up at 1-0-8,1400 lb down and 241 lb up at 3-0-8,1400 lb down and 241 lb up at 5-0-8,and 1400 lb down and 241 lb up at 11-0-8,and 1400 lb down and 241 lb up at 13-0-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. IfAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-7=-72,7-8=-72,9-17=-90(F=-72) Concentrated Loads(Ib) IVert:12=-1310(B)15=-1310(B)23=-1310(B)24=-1310(B)27=-1310(B) I I I I I I I I 1 I I 1 I mesa A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. l 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 ANSUTPII 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 21367-2S 2 K5961401 367-2S WG6 SPECIAL 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:36:04 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-pC9JP3eu2IFsiJy4ImuiQ9SAQtmRVZWyxSWxhXzS4J9 3-0-4 8-2-12 13-5-4 18-7-12 21-7-14 3-0-4 5-2-8 5-2-8 5-2-8 3-0-2 Scale=1:36.3 I 3x4 II 7x6 = 3x4 H 3x4 = 3x4 = 3x4 = 1 2 17 3 18 4 19 5 20 6 21 7 8 ! E n Ie n n El c o II a e .p...O❖❖•O•D•OO•OD•••O•• •• •••.00•0000❖❖❖❖O❖❖•DO•OODOOODO•00•0.00•• •• ,, li• .••••DO,OODO•D• 4x4 = 3x4 = 7x6 = 25 26 1227 28 29 11 30 10 9 16 22 15 23 14 24 13 3x4 = 4x4 = I I 5-7-8 10-10-0 13-8-14 16-0-8 18-11-10 21-7-14 5-7-8 5-2-8 2-10-14 2-3-10 2-11-2 2-8-4 ate Offsets(X,V)-- [4:0-3-0,0-4-8],[14:0-3-0,0-4-8] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) -0.01 12 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.24 Vert(CT) -0.02 15-16 >999 240 CDL 11.0 Rep Stress Incr NO WB 0.43 Horz(CT) -0.01 10 n/a n/a CLL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.01 12 >999 240 Weight:261 lb FT=20% CDL 9.0 LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, T CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 13-8-14 except(ff=length)10=2-11-12,13=0-3-8,11=0-3-8. (Ib)- Max Horz 1=-72(LC 23) I Max Uplift All uplift 100 lb or less at joint(s)except 16=-691(LC 24),1=-177(LC 56),10=-837(LC 25),14—339(LC 23),15=-126(LC 23),13=-270(LC 25),11=334(LC 22) Max Gray All reactions 250 lb or less at joint(s)except 16=761(LC 43),1=506(LC 54),10=1263(LC 46), 14=1750(LC 1),15=882(LC 75),13=1701(LC 46),11=2118(LC 47) irRCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-16=-452/145,2-3=-969/947,3-4=-929/932,4-5=-997/1288,5-6=-2437/1171, 6-7=-827/825,7-10=-533/54 BOT CHORD 15-16=-836/853,14-15=-1041/844,13-14=-1026/1304,12-13=-857/1239, 11-12=-1026/1623,10-11=-941/1559 IIEBS 3-16=-1050/1128,3-15=-1156/1171,4-15=-1006/1210,4-14=-1298/1208, 5-14=-2580/1461,5-12=-1233/2243,6-12=-1153/1848,6-10=-2123/1359 NOTES- 2-ply truss to be connected together with 10d(0.131'x3")nails as follows: PR fir Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. [� Q c Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. .v. l 619Webs connected as follows:2x4-1 row at 0-9-0 oc. �Co l�G t N 4,n[� /0 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to T 1, ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. M./ "ST,. IWind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; 92 i0,�}P MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate y E grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 5 Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. OREGON 10 This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide \D` * will fit between the bottom chord and anyother members. '{3 "1 y �� 14, �P p 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 691 lb uplift at joint 16,177 lb uplift at joint 1,837 lb uplift at joint 10,339 lb uplift at joint 14,126 lb uplift at joint 15,270 lb uplift at joint 13 and 334 lb uplift at joint 11. 4 R«.4 This truss has been designed for a moving concentrated load of 250.OIb live and 250.0Ib dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. EXPIRES: `2-31-201 This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist 9 drag loads along bottom chord from 0-0-0 to 21-7-14 for 300.0 plf. April 11,2019 1i)Girder carries tie-in span(:5-6-0 from 0-0-0 to 21-7-14 ntlevrlN@WARMN2Y erify 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 to Al 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 Ifabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,OSB-B9 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 21367-2S K5961401 67-2S WG6 SPECIAL 1 n L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:36:04 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-pC9JP3eu2IFsiJy4ImuiQ9SAQtmRVZWyxSWxhXzS4J9 TES- )Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1400 lb down and 241 lb up at 14-4-2,and 1400 lb down and 241 lb up at 16-4-2,and 1400 lb down and 241 lb up at 18-4-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard IDead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-7=-72,7-8=-72,9-16=-90(F=-72) Concentrated Loads(Ib) Vert:25=-1310(B)27=-1310(B)29=-1310(B) I I I I I I III I I I I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 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 KIM*" 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?PII Qua250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314lity Criteria,OSB-89 and BCSI Building Component �� . Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-2S K5961402 367-2S WG6A SPECIAL 1 e� L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:36:06 2019 Page 1 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-IbH3gIg8aMVayd6StBwAVaYV0hR?zTOFOm?2mPzS4J7 3-0-4 8-2-12 13-5-4 18-7-12 21-7-14 3-0-4 5-2-8 5-2-8 5-2-8 3-0-2 Scale=1:36.3 3x4 I I 3x4 = 7x6 3x4 = 3x4 = 3x4 H 1 2 17 3 18 4 19 5 20 6 21 7 8 e— n 0 n n ! y Ell e n ' 1 •❖•pp•Op❖•❖•❖•••❖p0•❖•❖•••pppp•O•••p❖•ppp❖pOpO•,•.•.•❖•••p••❖O••p0•❖O•••p••pp❖•0❖•••pp••ppp, .�.00000❖.❖ • •. .•••••••••••••••••••••••••:.•••••••••••••:.•••.•••••••••••••••�;•••••���••••••••:••�•:. ••�•�•••�•�•�•�•�•� ;4 25 26 1227 28 29 {P.•iii❖iii❖.•iii. 4x4 = 3x4 = 7x6 = 3x4 = 11 30 10 9 16 22 15 23 14 24 13 6x6 = I I I 5-7-8 10-10-0 13-8-14 16-0-8 18-11-10 21-7-14 5-7-8 5-2-8 2-10-14 2-3-10 2-11-2 2-8-4 Llate Offsets(X,Y)-- [4:0-3-0,0-4-8],[14:0-3-0,0-4-8] ADING (psf)LL 25.0 SPACING- 2-0-0 CSL DEFL. in (loc) Vdefl Lid PLATES GRIP (Roof Snow=25 0) Plate Grip DOL 1.15 TC 0.20 Vert(LL) -0.01 12 >999 360 MT20 220/195 CDL 11,0 Lumber DOL 1.15 BC 0.24 Vert(CT) -0.02 15-16 >999 240 CLL 0.0 * Rep Stress Incr NO WB 0.43 Horz(CT) -0.01 10 n/a n/a CDL g,p Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.01 12 >999 240 Weight:263 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, �T CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 13-8-14 except(jt=length)10=2-11-12,13=0-3-8,11=0-3-8. (lb)- Max Horz 1=-76(LC 23) I Max Uplift All uplift 100 lb or less at joint(s)except 16=727(LC 24),1=-163(LC 56),10=-878(LC 25),14=-343(LC 23),15=-128(LC 23),13=-265(LC 25),11=-330(LC 22) Max Gray All reactions 250 lb or less at joint(s)except 16=797(LC 43),1=507(LC 54),10=1315(LC 46), 14=1768(LC 1),15=885(LC 75),13=1677(LC 46),11=2096(LC 47) 111RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-16=-435/144,2-3=-972/952,3-4=-928/929,4-5=-988/1248,5-6=-2380/1162, 6-7=-831/827,7-10=-532/55 BOT CHORD 15-16=-836/851,14-15=-1030/843,13-14=-1022/1289,12-13=-853/1224, 11-12=-1019/1592,10-11=-934/1527 IEBS 3-16=-1074/1152,3-15=-1177/1193,4-15=-1031/1223,4-14=-1293/1225, 5-14=-2565/1476,5-12=-1255/2238,6-12=-1178/1856,6-10=-2126/1379 NOTES- 1)2-ply truss to be connected together with 10d(0.131'x3")nails as follows: f D R r' t� Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. t C Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. {O� �NG(N Oc.��� Webs connected as follows:2x4-1 row at 0-9-0 oc. T 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to �✓� '�j� ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. III '-C` r- )Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 - __, 5)Provide adequate drainage to prevent water ponding. (;} .y 'Q IThis truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. OREGON 1 j� This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide L- 4, 2�'rQ` . will fit between the bottom chord and any other members. } f t�tj, 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 727 lb uplift at joint 16,163 lb uplift at c joint 1,878 lb uplift at joint 10,343 lb uplift at joint 14,128 lb uplift at joint 15,265 lb uplift at joint 13 and 330 lb uplift at joint 11. —RR I L�- V IThis truss has been designed for a moving concentrated load of 250.01b live and 250.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. EXPIRES: r�_31_ � This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 21-7-14 for 300.0 plf. April 11,2019 11)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 21-7-14 ntlflNe WRFTMNLy-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 IIMMINI Mit building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" 250 Klug Circle 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 ANSUTP/f Quality Criteria,OSB-89 and SCSI Building Component 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 21367-2S K5961402 367-2S WG6A SPECIAL 1 e� G Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Apr 10 15:36:06 2019 Page 2 I D:B RY3axW kgv6k2 RkzwEh B9dzj VxF-IbH3glg8aM Vayd6StBwAVaYVOh R?zTO FOm?2m PzS4J7 OTES- 2) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1400 lb down and 241 lb up at 14-4-2,and 1400 lb down and 241 lb up at 16-4-2,and 1400 lb down and 241 lb up at 18-4-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard )Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-7=-72,7-8=-72,9-16=-90(F=-72) Concentrated Loads(Ib) Vert:25=-1310(B)27=-1310(B)29=-1310(B) I I I I 1 1 I I I I I I I I : ) MIMI 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 tR 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 Kirk*. 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 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 3j " Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury ME Dimensions are in ft-in-sixteenths. I8 Apply plates to both sides of truss 1 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 U-1/16" 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I M11.31MillilaillilialIPI IEM- bracing should be considered. it0 OMAN, O 3. Neverstack materials exceed the design inadequately loading shown andtrusses. never !a- U 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c7-8 cs-7 cs-s OH designer,erection supervisor,property owner and plates 0 1/16"from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. Connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/-PI 1. Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907, ESR-2362,ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that OOP 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. lkI Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. =0 reaction section indicates joint 1111111 number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. ®111111 1.3.7:14 34 18.Use of green or treated lumber may pose unacceptable •_ environmental,health or performance risks.Consult with project engineer before use. Industry Standards: MI 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 is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, M iTekg 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Con d Wo sses. MiTek Ens ineering Reference Sheet:MII-7473 rev. 10/03/2015 1111111-111.111- j� i i i B IIIIII-IIIII Site Address: 7-730 S w H v h zJ I<-- ✓ III Building Division TIGARD Deferred Submittal Transmittal Letter TO: DATE RECEIVED: DEPT: BUILDING DIVISION AUG 2 7 2019 CITY OF TIGARD FROM: ,/Cry- G,!/�i Ji- BUILDING DIVISION COMPANY: ,��G Ares"cf L11" By:. PHONE: (S?)=-`) oU`1— 7y,Fl RE: 7730 Sk, 1 J c,h ,; 1.cc1 Q aoi - opo 9Z, (Site Address) (P it/Case Number) 7 F.,?,/,6,4040,,,,,keic — (Project namWor subdivision name and lot nunal Valuation of Deferred Submittal: $ e?‘I 614/. . -- ATTACHED 1 'ATTACHED IS THE FOLLOWING DEFERRED SUBMITTAL ITEM: Copies: Description: Remarks: NOTE:Documents for deferred submittal items shall be submitted to the registered design professional in responsible charge who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and been found to be in general conformance to the design of the building.The deferred submittal items shall not be installed until the design and submittal documents have been approved by the building official. Oregon Structural Specialty Code Section 106.3.4.2 FOR OFFICE USE ONLY Routed to Permit Technician: Date: Initials: Fees Due: s ❑ No Fee Description: Amount Due: Deferred Submittal Fee: $(ao o) Additional fee based on valuation: $ 6 o 3 .3 G Other: $ Total Fees Due: $ (403 . 3 g z,--- Special Instructions: Reprint Permit(per PE): ❑ Yes Not------/ ❑ Done Applicant Notified: Date: gU , G/ Initials: The fee for processing a d reviewing deferred plan submittal shall be an amount equal to 65%ofAe building based on the valuation of the particular portion or portions of the project with a minimum$200.00 fee.This fee is in addition to the project plan review fee based on the total project value. I:Building\Forms\TransmittalLetter-DefrdSubmtl.doc 04/04/07