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Specifications I __ MiTek 13tipao ) 8- 004 96- - 7 $yo sw 14-un zc kfr— IMiTek USA, Inc. 250 Klug Circle Corona, CA 92880 I951-245-9525 Re: 21367-5S I21367-5S I I The truss drawing(s)referenced below have been prepared by MiTek USA,Inc. under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: K5962540 thru K5962638 1 My license renewal date for the state of Oregon is December 31, 2019. OFFICE Copy I City of Tigard Approved plans BI Date 9.9:_._19 1 I V PRQ1 spa ,AAGI N4-z, /0 icr 11 4t89200PE mac'' OREGONN�$cc . .4y12a FR R I1-k-C3�'' April 11,2019 IBaxter,David IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown I on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. I Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSIITPI-1, Chapter 2. I Truss Truss Type Qty Ply 21367-5S 1111 K5962540 67-5S A01 MONO TRUSS 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:18 2019 Page 1 i 5-5-8 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-CNbTfa6xBxjtJvJ4tWEopTMmWOta1018Q71H1 DzS2fx 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 = 11 1 5x8 = 5x8 = 4x8 = 3x4 = 3x4 = 16 I 19 20 2 21 3 22 23 24 4 25 5 26 6 27 77, z. I : - L -Nw-�� Cu - -- '_ -• -J t8 I2 14 28 13 29 12 30 11 31 10 32 9 33 8 I3x6 H 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 ate Offsets(XX)-- [1:0-7-4,Edge],[5:0-3-12,0-3-0],[8:Edge,0-3-8],[17:0-3-0,0-1-0] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 1.00 Vert(LL) -0.41 10-11 >820 360 MT20 220/195 Roof IDL 11. Lumber DOL 1.15 BC 0.97 Vert(CT) -0.74 10-11 >453 240 M18SHS 220/195 LL 0.0 Rep Stress Incr NO WB 0.93 Horz(CT) 0.03 18 n/a n/a DL g O Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.30 10-11 >999 240 Weight:138 lb FT=20% LUMBER- BRACING- 11 P CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-5:2x4 DF 2400E 2.0E BOT CHORD Rigid ceiling directly applied or 7-3-14 oc bracing. T CHORD 2x4 DF 2400F 2.0E WEBS 2x4 DF Stud/Std*Except* 15-17,16-18:2x6 DF 1800F 2.1E,1-13:2x4 DF No.1&Btr 'HERS 2x4 DF No.1&Btr ACTIONS. (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) tRCES. (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 IEBS 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 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; �1rjp PRFr MWFRS(envelope)gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 284-12 zone;cantilever left and right `` `�rs 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•N ��y�[N�� ®y 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. 89200P 9P All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. di,tece. .,•,....,,,,,,,,, 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. Bearing at joint(s)17,18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 9 4,Q�EG� �! capacity of bearing surface. 1„ \D 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) sa '4Y 14 17=435,18=468. 1C + ILoad 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, 'c R�,1 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: 12-31-2019 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 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. April 11,2019 Gra hical urlin representation does not depict the size or the orientation of the purlin along the to and/or bottom chord. n Inke on page ..� . .,a_ I►WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 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 �} building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M 01Pk* 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 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 A01 Truss Type MONO TRUSS Qty Ply 8 1 21367-5S 67-5S K5962540 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:18 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-CNbTfa6xBxjtJvJ4tWEopTMmWOta1018Q71H1 DzS2fx 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. OAD CASE(S) Standard 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 Trapezoidal 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 IIConcentrated Loads(Ib) Vert:7=82 1=-71 Trapezoidal Loads(plf) Vert:1=-138-to-23=-94,24=-94-to-7=-138 Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-49,8-14=-38 Concentrated Loads(lb) Vert:7=82 1=-55 ITrapezoidal Loads(plf) Vert: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 I 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 Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=46,23-24=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 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 Concentrated 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 IUniform Loads(plf) 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 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 ntinued on Daae 3 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK 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 �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 A j�'T®1.° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �Y� ® R 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 b Truss Truss Type Qty Ply 21367-5S K5962540 367-5S A01 MONO TRUSS 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:18 2019 Page 3 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-CNbTfa6xBxjtJvJ4tWEopTMmWOta1018Q71H1 DzS2fx IOAD 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 Concentrated Loads(Ib) Vert:7=82 1=-81 Trapezoidal Loads(pit) Vert:1=-86-to-23=-36,24=-36-to-7=-86 1) 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(Ib) Vert:7=82 1=41 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 Concentrated Loads(Ib) Vert:7=82 1=14 I 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 IUniform Loads(pif) 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 I Trapezoidal Loads(plf) Vert: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 if)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 I Trapezoidal Loads(plf) 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) 1 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(Ib) 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(Ib) Vert:7=82 1=-36 III 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 ntimled on cane 4 t 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 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 Truss Truss Type Qty Ply 21367-5S 0 K5962540 367-5S A01 MONO TRUSS 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:18 2019 Page 4 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-CNbTfa6xBxjtJvJ4tWEopTMmWOtal018Q71H1 DzS2fx OAD CASE(S) Standard Trapezoidal Loads(plf) Vert:1=-156-to-23=-91,24=-91-to-7=-156 0) 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=22,23-24=-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(lb) Vert:7=82 1=-74 ITrapezoidal Loads(plf) Vert:1=-135-to-23=-88,24=-88-to-7=-135 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 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) IVert:7=82 1=-94 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 Uniform Loads(plf) IVert:23-24=-98,8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-73 Trapezoidal Loads(plf) 111 Vert:1=-143-to-23=-98,24=-98-to-7=-143 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 IIITrapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 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 I)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 4th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 IConcentrated Loads(Ib) Vert: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 IUniform 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 II) 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 ntinued on Daae 5 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 ANSUTP/1 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 21367-5S K5962540 0367-5S A01 MONO TRUSS 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:18 2019 Page 5 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-CNbTfa6xBxjtJvJ4tWEopTMmWOta1018Q71H1 DzS2fx OAD CASE(S) Standard 7th 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 27=-500 Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 1)8th 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=-418 1=-36 Trapezoidal Loads(plf) IVert: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)I — Vert:7=-418 1=-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) IVert: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 ItTrapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 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=-364=500 Trapezoidal Loads(plf) Vert:1=-63-to-23=40,24=-40-to-7=-63 I) 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 IConcentrated 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 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 I) 16th 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 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 Daae 6 MINIM lilt 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?P/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 21367-5S K5962540 01367-5S A01 MONO TRUSS 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:18 2019 Page 6 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-CNbTfa6xBxjtJvJ4tWEopTMmWOta1018Q71H1 DzS2fx TOAD CASE(S) Standard Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 Ili1) 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) IVert:1=-63-to-23=40,24=-40-to-7=-63 2) 19th 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 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 is Uniform Loads(plf) 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 21st Moving Load:Lumber Increase=1.25,Plate Increase=1.25 114 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(lb) 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) 1 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 t)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) Vert:1=-63-to-23=-40,24=-40-to-7=-63 I7) 24th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-40,8-14=-15 Concentrated Loads(Ib) IVert: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 IUniform Loads(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(Ib) Vert:7=82 11=-500 1=-36 Trapezoidal Loads(plf) IVert:1=-63-to-23=-40,24=-40-to-7=-63 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 Trapezoidal 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)28th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 :_aililigliiiiiir7t 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,notMI 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 0) Truss Truss Type Qty Ply 21367-5S K5962540 367-5S A01 MONO TRUSS 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 a Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:18 2019 Page 7 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-CNbTfa6xBxjtJvJ4tWEopTMmWOta1018Q7IH1 DzS2fx �AD CASE(S) Standard Concentrated Loads(Ib) Vert:7=82 1=-36 8=-500 Trapezoidal Loads(plf) Vert:1=63-to-23=-40,24=-40-to-7=-63 I I I I I I I I I 1 I I I I II rr. 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 NIA®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 F 4,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/f 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 21367-5S K5962541 367-5S A01-G MONO TRUSS 2 2 G Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:19 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-gZ9stw7ZyFri 3uGREl1Lhv1hoGd1UkHenUgZfzS2fw 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 = 5x12 = 4x8 = 3x8 = 5x6 = 4x6 = 3x4 = 3x4 = 16 19 20 2 21 3 22 23 24 4 25 5 26 6 27 II n in....; �� ., ' N 1 C I WA I I 1 _.. -N 4 I Pr kl.% : Si. __ _. ,B 10. 14 28 13 29 12 30 11 31 10 32 9 33 8 34 I 3x4 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 29-0-0 2-11-8 5-0-0 5-0-0 5-0-0 5-0-0 6-0-8 late Offsets(X,Y)-- [1:0-7-4,0-3-0],[5:0-3-0,0-3-0],[11:0-4-0,0-3-4] TCADING (psf25 0 SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl Lid PLATES GRIP LL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.31 10-11 >999 360 MT20 220/195 DL 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- P 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 2.1E OTHERS 2x4 DF No.1&Btr IEACTIONS. (lb/size) 17=2992/0-5-8,18=2817/0-5-8 Max Horz 17=189(LC 9) Max Uplift 17=-617(LC 8),18=-647(LC 12) Max Gray 17=2993(LC 22),18=2817(LC 1) 11 RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 14-17=-88/536,1-17=-2923/616,1-2=-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 BOT CHORD 12-13=-1311/6369,11-12=-1886/9304,10-11=-1926/9532,9-10=-1527/7578, 8-9=-694/3425 I 'EBS 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 OP2-pTES- �� ® PR0IPL' ly truss to be connected together with 1Od(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. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. `f0 !�Cjt(N� � /O Webs connected as follows:2x4-1 row at 0-9-0 oc. G 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 k! � ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. "9200P 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 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 - grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 ®RE�(� Co CC Provide adequate drainage to prevent water ponding. �L —.7 N��,N, All plates are MT20 plates unless otherwise indicated. Citi }� 14, d 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 widiste RIO- EXPIRES: t �. will fit between the bottom chord and any other members. Bearing at joint(s)17,18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify EXP R , capacity of bearing surface. ES, 2 3119 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 17=617,18=647. ;ntin ed on page 2 �� AL WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE MO-1473 rev.10f03/2015 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 ANS4TPli 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 Truss Truss Type Qty Ply 21367-5S OD K5962541 367-5S A01-G MONO TRUSS 2 n G Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 8 Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:19 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjvxF-gZ9stw7ZyFrkx3uGREl1 Lhv1 hoGd1 UkHenUgZfzS2fw OTES- 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. 12)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. ItGirder 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. IIAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:23-24=-132,14-34=-53(F=-35),8-34=-18 Concentrated Loads(lb) IVert:7=82 1=-82 Trapezoidal Loads(plf) Vert:1-183-to-23=-132,24=-132-to-7=-183 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:23-24=-111,i4-34=-48(F=-30),8-34=-18 I Concentrated Loads(Ib) Vert:7=82 i=-71 Trapezoidal Loads(plf) Vert:1=-155-to-23=-111,24=-111-to-7-155 IDead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-62,14-34=-53(F=-15),8-34=-38 Concentrated Loads(Ib) Vert:7=82 1=-55 Trapezoidal Loads(plf) Vert:1=-96-to-23=-62,24=-62-to-7=-96 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=34,7-16=-46,14-34=-1(F=9),8-34=-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=50-to-20=48,20=42-to-23=34,24=34-to-7=44 Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=46,23-24=30,7-16=48,14-34=-1(F=9),8-34=-11 Horz:1-14=-29,1-15=-46,1-7=-31,7-8=-16,7-16=-48 Concentrated Loads(Ib) IVert:7=82 1=11 Trapezoidal Loads(plf) Vert:1=37-to-23=30,24=30-to-7=37 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase-1.60 Uniform Loads(plf) IVert:1-15=-30,23-24=-79,7-16=-46,14-34=-48(F=-30),8-34=-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 ITrapezoidal Loads(plf) Vert:1=-119-to-23=-79,24=-79-to-7=-119 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=-79,7-16=30,14-34=-48(F=-30),8-34=-18 Horz:1-14=26,1-15=-46,1-7=11,7-8=19,7-16=-30 Concentrated Loads(Ib) Vert:7=82 1=-63 Trapezoidal Loads(plf) Vert:1=-119-to-23=-79,24=-79-to-7=-119 IDead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-43,23-24=38,7-16=-29,14-34=-1(F=9),8-34=-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 Trapezoidal Loads(plf) Vert:1=48-to-23=38,24=38-to-7=48 Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=i.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,23-24=31,7-16=43,14-34=-1(F=9),8-34=-11 Horz:1-14=-19,1-15=-29,1-7=-20,7-8=-15,7-16=43 Concentrated Loads(Ib) Vert:7=82 1=27 tinned on oaae 3 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 "muff 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 're R 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 Truss Truss Type Oty Ply 21367-5S 0367-5S A01-G MONO TRUSS 2 G Job Reference(optional) K5962541 Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:19 2019 Page 3 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-gZ9stw7ZyFrkx3uGREl1 Lhv1 hoGd1 UkHenUgZfzS2fw IOAD CASE(S) Standard Trapezoidal Loads(plf) Vert:1=48-to-23=31,24=32-to-7=48 0) Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-43,23-24=-56,7-16=-29,14-34=-48(F=-30),8-34=-18 Horz:1-14=25,1-15=43,1-7=-25,7-8=9,7-16=29 Concentrated Loads(lb) Vert:7=82 1=-81 III Trapezoidal Loads(plf) Vert:1=-106-to-23=-56,24=-56-to-7=-106 1) 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=-42,7-16=43,14-34=-48(F=-30),8-34=-18 Horz:1-14=-9,1-15=-29,1-7=-10,7-8=-25,7-16=-43 Concentrated Loads(Ib) Vert:7=82 1=-41 Trapezoidal Loads(plf) Vert:1=-68-to-23=42,24=-42-to-7=-68 2) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,23-24=38,7-16=-29,14-34=-1(F=9),8-34=-11 Horz:1-14=12,1-15=-29,1-7=-36,7-8=17,7-16=29 Concentrated Loads(Ib) IVert:7=82 1=15 Trapezoidal Loads(plf) Vert:1=48-to-23=38,24=38-to-7=48 13) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase-1.60,Plate Increase=1.60 iiUniform Loads(plf) Il Vert:1-15=29,23-24=22,7-16=-29,14-34=-1(F=9),8-34=-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 14 Trapezoidal Loads(plf) Vert:1=30-to-23=22,24=22-to-7=30 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=38,7-16=-29,14-34=-1(F=9),8-34=-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=48-to-23=38,24=38-to-7=48 15) 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=22,7-16=-29,14-34=-1(F=9),8-34=-11 Horz:1-14=-17,1-15=-29,1-7=-20,7-8=-12,7-16=29 Concentrated Loads(Ib) 0 Vert:7=82 1=14 Trapezoidal Loads(plf) Vert:1=30-to-23=22,24=22-to-7=30 6) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Ill Vert:1-15=29,23-24=-46,7-16=-29,14-34=48(F=-30),8-34.18 Horz:1-14=23,1-15=-29,1-7=-25,7-8=7,7-16=29 Concentrated Loads(Ib) Vert:7=82 1=-68 Trapezoidal Loads(plf) Vert:1=-88-to-23=46,24=-46-to-7=-88 17) 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=-61,7-16=-29,14-34=-48(F=-30),8-34=-18 Horz:1-14=-7,1-15=-29,1-7=-10,7-8=-23,7-16=29 IConcentrated Loads(Ib) Vert:7=82 1=-68 Trapezoidal Loads(plf) Vert:1=-104-to-23=-61,24=-61-to-7=-104 18) Dead:Lumber Increase=0.90,Plate Increase=0.90 Pit.metal=0.90 Uniform Loads(plf) Vert:23-24=-49,14-34=-33(F=-15),8-34=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 Trapezoidal Loads(plf) Vert:1=-71-to-23=49,24=49-to-7=-71 12)) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):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.10/0312015 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,note a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M fret('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 b Truss Truss Type Qty Ply 21367-5S 367-SS A01-G MONO TRUSS 2 L Job Reference(optional) K5962541 Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:19 2019 Page 4 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-gZ9stw7ZyFrkx3uGREl1 Lhv1 hoGd1 UkHenUgZfzS2fw TOAD CASE(S) Standard Uniform Loads(plf) Vert:1-15=-33,23-24=-116,7-16=-22,14-34=-59(F=-41),8-34=-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 Trapezoidal Loads(plf) Vert:1=-181-to-23=-116,24=-116-to-7.181 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=22,23-24=-106,7-16=33,14-34=-59(F=-41),8-34=-18 Horz:1-14=-6,1-15=-22,1-7_8,7-8=-19,7 16=33 Concentrated Loads(Ib) ITrapezoidal Loads(pit) Vert:1=-153-to-23=-106,24=-106-to-7=-153 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=-109,7-16=-22,14-34=-59(F=-41),8-34=-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=-168-to-23=-109,24=-109-to-7=-168 )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=-121,7-16=-22,14-34=-59(F=-41),8-34=-18 Horz:1-14=-5,1-15=-22,1-7=-8,7-8=-17,7-16=22 Concentrated Loads(lb) IVert:7=82 1=-94 Trapezoidal Loads(plf) Vert:1=-179-to-23=-121,24=-121-to-7.179 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 1 Uniform Loads(plf) Vert:23-24-115,14-34=-53(F=-35),8-34=-18 Concentrated Loads(Ib) Vert:7=82 1=-73 Trapezoidal Loads(plf) Vert:1=-161-to-23=-115,24=-115-to-7=-161 1st Moving Load:Lumber Increase=1.25,Plate Increase=1.25 11 Uniform Loads(plf) Vert:23-24=-49,14-34=-33(F=-15),8-34=-18 Concentrated Loads(lb) Vert:7=82 1=-536 1 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,24=-49-to-7=-71 2nd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-49,14-34=-33(F=-15),8-34=-18 Concentrated Loads(lb) Vert:7=82 1=-36 19=-500 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,24=-49-to-7=-71 II)3rd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-49,14-34=-33(F=-15),8-34=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 21=-500 itTrapezoidal Loads(plf) Vert:1=71-to-23=-49,24=-49-to-7=-71 4th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-49,14-34=-33(F=-15),8-34=18 IConcentrated Loads(Ib) Vert:7=82 1=-36 22=-500 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,24=-49-to-7=-71 28)5th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-49,14-34=-33(F=-15),8-34=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 25=-500 Trapezoidal Loads(plf) Vert:1=-71-to-23=49,24=-49-to-7=-71 6th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-49,14-34=-33(F=-15),8-34=-18 tinued on Daae 5 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek`is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the AYE R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/f 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 21367-5S 0 K5962541 367-5S A01-G MONO TRUSS 2 n G Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:19 2019 Page 5 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-gZ9stw7ZyFrkx3uGREl1 Lhv1 hoGd1 UkHenUgZfzS2fw IOAD CASE(S) Standard Concentrated Loads(Ib) Vert:7=82 1=-36 26=-500 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,24=-49-to-7=-71 10)7th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-49,14-34=-33(F=-15),8-34=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 27=-500 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,24=-49-to-7=-71 31)8th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) IVert:23-24=-49,14-34=-33(F=-15),8-34=-18 Concentrated Loads(Ib) Vert:7=-418 1=-36 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,24=-49-to-7=-71 12)9th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-49,14-34=-33(F=-15),8-34=-18 Concentrated Loads(Ib) Vert:7=418 1=-36 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,24=-49-to-7=-71 10th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-49,14-34=-33(F=-15),8-34=18 Concentrated Loads(Ib) Vert:7=82 1=-36 2=-500 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,24=-49-to-7=-71 114) 11th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=49,14-34=-33(F=-15),8-34=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 3=-500 ITrapezoidal Loads(plf) Vert:1=-71-to-23=-49,24=-49-to-7=-71 12th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-49,14-34=-33(F=-15),8-34=-18 IConcentrated Loads(Ib) Vert:7=82 1=-36 4=-500 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,24=-49-to-7=-71 36) 13th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-49,14-34=-33(F=-15),8-34=-18 I Concentrated Loads(Ib) Vert:5=-500 7=82 1=-36 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,24=-49-to-7=-71 17) 14th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-49,14-34=-33(F=-15),8-34=-18 Concentrated Loads(Ib) 11 Vert:7=82 1=-36 6=-500 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,24=-49-to-7=-71 8) 15th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) 111 Vert:23-24=-49,14-34=-33(F=-15),8-34.18 Concentrated Loads(Ib) Vert:7=-418 1=-36 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,24=-49-to-7=-71 if) 16th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-49,14-34=-33(F=-15),8-34=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 28=-500 ITrapezoidal Loads(plf) Vert:1=-71-to-23=-49,24=-49-to-7=-71 17th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 ntinued on oaae 6 1 Nut A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/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 0b Truss Truss Type Qty Ply 21367-5S K5962541 367-55 A01-G MONO TRUSS 2 n G Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:19 2019 Page 6 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-gZ9stw7ZyFrloc3uGREl1 Lhv1 hoGd1 UkHenUgZfzS2fw OAD CASE(S) Standard Uniform Loads(plf) Vert:23-24=49,14-34=-33(F=-15),8-34=-18 Concentrated Loads(Ib) I Vert:7=82 1=-36 29=-500 Trapezoidal Loads(plf) Vert:1=-71-to-23=49,24=-49-to-7=-71 41) 18th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) IVert:23-24=-49,14-34=33(F=-15),8-34=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 30=-500 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,24=-49-to-7=-71 12) 19th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-49,14-34=-33(F=-15),8-34=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 31=-500 i Trapezoidal Loads(plf) Vert:1=-71-to-23=49,24=-49-to-7=-71 20th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-49,14-34=-33(F=-15),8-34=-18 I Concentrated Loads(Ib) Vert:7=82 1=-36 32=-500 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,24=-49-to-7=-71 I) 21st Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-49,14-34=-33(F=-15),8-34=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 33=-500 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,24=-49-to-7=-71 22nd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-49,14-34=-33(F=-15),8-34=-18 I Concentrated Loads(Ib) Vert:7=82 14=-500 1=-36 Trapezoidal Loads(plf) Vert:1=-71-to-23=49,24=-49-to-7=-71 46)23rd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 I Uniform Loads(plf) Vert:23-24=-49,14-34=-33(F=-15),8-34=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 13=-500 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,24=-49-to-7=-71 24th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-49,14-34=-33(F=-15),8-34=-18 Concentrated Loads(lb) Vert:7=82 1=-36 12=-500 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,24=-49-to-7=-71 8)25th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-49,14-34=33(F=-15),8-34=-18 Concentrated Loads(Ib) Vert:7=82 11=-500 1=-36 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,24=-49-to-7=-71 I)26th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-49,14-34=-33(F=-15),8-34=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 10=-500 I Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,24=-49-to-7=-71 27th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=49,14-34=-33(F=-15),8-34=-18 I Concentrated Loads(Ib) Vert:7=82 1=-36 9=-500 Trapezoidal Loads(plf) Vert:1=-71-to-23=49,24=-49-to-7=-71 ntimled on Daae 7 1 r.� A WARNING-Verity 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 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 21367-5S n 0 K5962541 367-5S A01-G MONO TRUSS 2 G Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:19 2019 Page 7 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-gZ9stw72yFrkx3uGREI1 Lhv1 hoGd1 UkHenUgZfzS2fw IOAD CASE(S) Standard 1)28th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-49,14-34=-33(F=-15),8-34=-18 I Concentrated Loads(Ib) Vert:7=82 1=-36 8=-500 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,24=-49-to-7=-71 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 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 wer 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 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 21367-5S K5962542 367-5S A02 MONO TRUSS 18 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:21 2019 Page 1 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-cyHcic8qus5SAN2fZeoVQ6_JucxhVNza65zxeYzS2fu 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 = 5x12 = 0.25 12 — I3;48 1 5x6 = 3x8 = 3x8 = 3x4 = 3x4 = I 19 20 2 21 3 22 23 4 24 5 25 6 26 �a 4 n. 0 ? 0 N Y r4/11IP.11 -4, ER V u AI C 16 27 15 28 14 29 13 30 12 31 11 32 0 9 10 3x6 I I 4x6 = 3x4 = 5x8 M18SHS = 3x4 = 3x6 = 4x8 = I 1 2-11-8 1 7-11-8 1 12-11-8 1 17-11-8 I 22-11-8 1 28-9-0 1 2-11-8 5-0-0 5-0-0 5-0-0 5-0-0 5-9-8 late Offsets(Xy)-- [1:0-7-4,0-3-0],[5:0-3-0,0-3-0],[13:0-4-0,0-3-4] TOCL DING (psf)L 55 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.86 Vert(LL) -0.28 12-13 >999 360 MT20 220/195 CDL 11.0 Lumber DOL 1.15 BC 0.88 Vert(CT) -0.50 12-13 >667 240 M18SHS 220/195 CLL 0.0 Rep Stress Incr NO WB 0.90 Horz(CT) 0.06 10 n/a n/a CDL 9,0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.20 12-13 >999 240 Weight:132 lb FT=20% 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 2.1 E,7-10:2x4 DF No.1&Btr 8-10-10 oc bracing:12-13. THERS 2x4 DF No.1&Btr ilEACTIONS. (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) IltRCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P 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 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; Cc1 LD PR Q fir 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 �G { 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 � 'N 13) .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. $92��P �f All plates are been plates unless otherwise indicated0 . This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. �,/ 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ' ,. lam.r itwill fit between the bottom chord and any other members. Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �7 OREGON l(/ capacity of bearing surface. G ,�D /� Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. i0 '1k 14 °2a -}- 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ' e.10=244,18=320. R t�� EXPIRES: 1 - 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. Ti)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 0-2-12 on top chord. The design/selection of such connection device(s)is the responsibilit f�of others. ntirojed on 2 Ak WARNING--Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M!l-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 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/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 b Truss Truss Type Qty Ply 21367-5S 0 K5962542 367-5S A02 MONO TRUSS 18 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:21 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-cyHcic8qus5SAN2fZeoVQ6_JucxhVNza65zxeyzs u OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:7-23=-72,7-8=-72,9-16=-18 IConcentrated 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 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 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" 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?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 sob Truss Truss Type Qty Ply 21367-5S 1367-5S A02-G MONO TRUSS 1 n K5962543 L Job Reference(optional) Pacific Lumber&Truss Co.,Beaverton,OR 97005 8.240 s Mar 10 2019 MiTek Industries,Inc. Wed Apr 10 21:32:15 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-F3so8QPLXWyos3WOQSQOHyHj70wfEGkMg1?HzOzRzKk I I 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=1:48.7 i 4x6 = 8x12 = 0.25 12 1 7x6 = 26 4x12 = 6 3x4 II 3x6 = 3x4 = 3x4 = I 19 20 2 21 3 22 23 4 24 5 25ri 27 7 8 a _w_ -I I I I I I I I I IIII IIIII 1.1.I I 1.- I I I r--I I I I 0 I I 11111/I I irl I I I I I I I I I I I I I I I I I I I I I I I I l i•a l 110/111111......11 111/I"I I I I I I I I I I I I I I I I I I I I I 11%I I I I--4'II°iiii illill r'.."'''''' 11-... y 16 28 15 29 14 30 13 31 12 32 11 33 34 _9 10 i 3x4 II 3x8 = 3x4 = 7x6 = 3x4 = 6x6 = 4x6 I 2-11-8 7-11-8I 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 late Offsets(X,V)-- [1:0-2-13,0-2-9],[1:0-7-7,Edge],[1:0-1-12,0-0-0],[5:0-3-0,0-4-8],[11:0-2-0,0-4-4],[13:0-3-0,0-4-8] 11( OLADING (psfLL 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 0.33 Vert(LL) -0.20 12-13 >999 360 MT20 220/195 TCDL 11.0 Lumber DOL 1.15 BC 0.57 Vert(CT) -0.36 12-13 >932 240 CLL 0.0 Rep Stress Incr NO WB 0.67 Horz(CT) 0.04 10 n/a n/a CDL 9,0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.14 12-13 >999 240 Weight:345 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, except OT CHORD 2x6 DF 1800F 2.1E end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 17-18:2x6 DF 1800E 2.1E,6-11:2x4 DF No.1&Btr OTHERS 2x4 DF No.1&Btr EACTIONS. (Ib/size) 10=3727/0-2-8,18=2232/0-5-8 Max Horz 18=158(LC 9) Max Uplift 10—824(LC 9),18=-432(LC 8) Max Gray 10=3935(LC 19),18=2232(LC 1) 11 ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 16-18=-45/545,1-18=-2138/433,1-19=-2769/546,19-20=-2763/546,2-20=-27622546, 2-21=-6950/1306,3-21=-6945/1306,3-22=-9127/1697,22-23=-9124/1697, 4-23=-9122/1697,4-24=-10018/1923,5-24=-10016/1924,5-25=-9813/2087, 25-26=-9798/2083,6-26=-9797/2084,7-10=-541/36 IOT CHORD 16-28=-176/267,15-28=-176/267,15-29=-1044/5292,14-29=-1044/5292, 14-30=-1589/8374,13-30=-1589/8374,13-31=-1826/9735,12-31=-1826/9735, 12-32=-2147/10312,32-33=-2147/10312,11-33=-2147/10312,11-34=-1224/5557, 10-34=-1224/5557 WEBS 1-15=-544/3052,2-15=-3034/626,2-14=-308/1980,3-14=-1749/397,3-13=-192/1082, 4-13=-931/285,4-12=-333/749,5-12=-475/589,5-11=-1124/277,6-11=-1162/5527, 6-10=-6624/1448 .:C. 616/ NOTES- ��GjtyG►N�c /� 1)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 0-9-0 oc. >~ Bottom chords connected as follows:2x6-2 rows staggered at 0-4-0 oc. t � +/' Webs connected as follows:2x4-1 row at 0-9-0 oc. 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. 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; Q OREGON 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 �� 4, �tx ltd;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate /". 4).- Q 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 I'l; C1, °�t2 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. 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 EXPIRES: 12-31-2019 will fit between the bottom chord and any other members. April 11,2019 )Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify on141165861 ag&epfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 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 �q 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 lob Truss Truss Type Oty Ply 21367-5S 1367-5S A02-G MONO TRUSS 1 n K5962543 L Job Reference(optional) Pacific Lumber&Truss Co.,Beaverton,OR 97005 8.240 s Mar 10 2019 MiTek Industries,Inc. Wed Apr 10 21:32:16 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-kFQAMmQzlg4fTD5bzAyFgAqutQGuzjzV2hlrWSzRzKj OTES- Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 824 lb uplift at joint 10 and 432 lb uplift at joint 18. 11)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. I12) 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 22-7-4,and 104 lb down and 27 lb up at 0-2-12 on top chord,and 633 lb down and 163 lb up at 22-7-4,and 2532 lb down and 653 lb up at 23-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. OAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:7-23=-72,7-8=-72,9-16=-18 Concentrated Loads(Ib) I Vert:1—82 11=-2000(F)25=-500(F)33=-500(F) Trapezoidal Loads(plf) Vert:1=-123-to-23=-72 1 I I I 1 I I I I I I I 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 mila 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 MITA' 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 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 21367-5S 0 K5962544 367-5S A02-GD MONO TRUSS 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:28 2019 Page 1 I D:B RY3ax W kgv6k2RkzwEh B9dzjVxF-vIC Fm?E Dgo_T W S4?TdQ8DangcQV EeiAcj hApOezS2fn 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=1:48.8 i 4x6 = 5x12 = 0.25 12 1 7x6 = 24 1 18 2 19 3 20 21 4 22 5 23 6 25 7 8 N 1 i �� rv��Ir. gr, v. 0 � � • 4x4 = 15 26 14 27 13 28 12 29 11 30 161 32 9 7x6 = 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 Offsets(XV)-- [5:0-3-0,0-4-8],[12:0-3-0,0-4-8],[17:0-3-0,0-1-0]Ite ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.01 9-10 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.18 Vert(CT) -0.02 9-10 >999 240 DL 11.0 Rep Stress Incr NO WB 0.23 Horz(CT) -0.00 8 n/a n/a CLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) -0.00 9-10 >999 240 Weight:345 lb FT=20% CDL 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.i&Btr I EACTIONS. All bearings 28-3-8 except(jt=length)17=0-5-8. (lb)- Max Horz 17=248(LC 25) Max Uplift All uplift 100 lb or less at joint(s)14 except 8=-202(LC 60),9=-617(LC 25),15=110(LC 70),12—149(LC 24),13=-217(LC 24),11=-216(LC 24), 10=-1042(LC 24),17=-629(LC 22) Max Gray All reactions 250 lb or less at joint(s)except 8=307(LC 61),9=669(LC 60), 15=511(LC 75),12=696(LC 78),14=684(LC 76),13=774(LC 77),11=772(LC 79), 10=3959(LC 47),17=671(LC 39) RCES. (Ib)-Max.Comp./Max.Ten. All forces 250(Ib)or less except when shown. P CHORD 1-17=-671/629,1-2=-855/842,2-3=-898/885,3-4=-906/879,4-5=-926/903, 5-6=-974/965,6-7=-1004/990,7-9=-445/196 T CHORD 14-15=-866/840,13-14=-951/908,12-13 -867/832,11-12=-855/788,10-11=-922/955, O 9-10=-870/1004 IEBS 1-14=-974/982,2-14=-1065/1059,2-13=-1123/1108,3-13=-1074/1082,3-12=-1011/1033, 4-12=-1035/1074,4-11=-991/1023,5-11=-1239/1200,5-10=-1247/1167,6-10=-1284/1185, 0Q PROF NOTES- 6-9=1195/1155 c;‘,..' <(51‘. • GIN E -/©) I2-ply truss to be connected together with 10d(0.131"x3")nails as follows: 4159 Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. Q } i�}P410,--• , t` 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. 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 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; ��}""OREGON �(/ MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate CZ- IP, '+�/ grip DOL=1.60 ✓ '9}- 2,0\ -ii.; 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 �/jjj 14 r el_ Provide adequate drainage to prevent water ponding.0 '/fi�1 R10- 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.* EXPIRES: - 1-201 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 9 will fit between the bottom chord and any other members. April 11,201 9 __ WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mg 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 MViiTek* 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 0b Truss Truss Type Qty Ply 21367-5S K5962544 367-5S A02-GD MONO TRUSS 1 n L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:28 2019 Page 2 I D:BRY3axW kgv6k2RkzwEhB9dzjvxF-vICFm?EDgO_TWS4?TdQ8DangcQVEeiAcjhApOezS2fn OTES- Bearing at joint(s)8,17 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)14 except(jt=lb)8=202,9=617,15=110,12=149, 13=217,11=216,10=1042,17=629. 11)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 IBottom Chord,nonconcurrent with any other live loads. 2)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 22-7-4,and 104 lb down and 27 lb up at 0-2-12 on top chord,and 633 lb down and 163 lb up at 22-7-4,and 2532 lb down and 653 lb up at 23-0-0 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:7-21=-72,7-8=-72,9-15=-18 Concentrated Loads(Ib) Vert:1=-82 10=-2000(F)23=-500(F)31=-500(F) I Trapezoidal Loads(plf) Vert:1=-123-to-21=-72 I I I I I I I I I I 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.70/03@015 BEFORE USE. mg 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 b Truss Truss Type Oty Ply 21367-5S K5962545 367-5S A02-HG MONO TRUSS 2 n L Job Reference(optional) Pacific Lumber&Truss Co.,Beaverton,OR 97005 8.240 s Mar 10 2019 MiTek Industries,Inc.Thu Apr 11 09:03:15 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-KH10h19ke6T6ra2gBoFYdlRypo7COGKVXOBA8wzRpCw 5-5-8 10-5-8 15-5-8 20-4-8 25-5-8 28-9-0 5-5-8 5-0-0 5-0-0 4-11-0 5-1-0 3-3-8 Scale=1:48.9 I10x12 = 0.25 12 8 3x4 = 8x8 4x8 = 3x4 11 3x6 = 3x4 = I 20 2 21 3 22 23 4 24 5 25 6 26 7 8 '9ry10 Mall r ei 17 27 16 28 15 29 14 30 13 31 12 32 11 33 K 9 _ 10 3x4 3x8 = 3x4 = 7x6 = 3x4 = 3x12 II 4x8 4x6 = I I 2-11-8 7-11-8 12-11-8 17-11-8 20-4-8 22-11-8 28-9-0 2-11-8 5-0-0 5-0-0 5-0-0 2-5-0 2-7-0 5-9-8 late Offsets(XX)-- [1:0-1-12,0-0-0j,[1:0-7-4,0-4-11],[5:0-3-8,0-4-8],[14:0-3-0,0-4-12] I[ OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.21 13-14 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.64 Vert(CT) -0.39 13-14 >868 240 CDL 11.0 Rep Stress Incr NO WB 0.95 Horz(CT) 0.04 10 n/a n/a CLL 0.0 * Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.16 13-14 >999 240 Weight:349 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, except OT CHORD 2x6 DF 1800F 2.1Eli 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 2.1E OTHERS 2x4 DF No.i&Btr I EACTIONS. (lb/size) 10=3107/0-2-8,19=2352/0-5-8 Max Horz 19=158(LC 5) Max Uplift 10=-622(LC 5),19=-454(LC 4) Max Gray 10=3150(LC 15),19=2352(LC 1) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 17-19=-43/547,1-19=-2254/454,1-20=-2943/578,2-20=-2936/578,2-21=-7452/1398, 3-21=-7447/1398,3-22=-9937/1845,22-23=-9934/1845,4-23=-9932/1845, 4-24=-11317/2261,5-24=-11313/2261,5-25=-7963/1612,6-25=-7960/1613,7-10=-549/39 OT CHORD 17-27=-163/277,16-27=-163/277,16-28=-1107/5637,15-28=-1107/5637, 15-29=-1708/9020,14-29=-1708/9020,14-30=-2118/10724,13-30=-2118/10724, 13-31=-2451/11512,12-31=-2451/11512,12-32=-2424/11406,11-32=-2424/11406, 11-33=-928/4407,10-33=-928/4407 WEBS l-16=-580/3250,2-16=-3240/664,2-15=-343/2169,3-15=-1926/429,3-14=-257/1336, 4-14=-1191/354,4-13=-311/808,6-11=-933/4629,6-10=-5250/1095,5-12=-707/2794, 5-13=-388/735,5-11=-4366/989 cO P R Ok.{t, 1110TES- C G!N G C9 1)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 0-9-0 oc. 'Q -V Bottom chords connected as follows:2x6-2 rows staggered at 0-4-0 oc.I gt�`�Q�}P E i 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 1 ' �� 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; 4 MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate OREGON k1 ti 4C,1 Ct- 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. '1}r (10 *- 5)Provide adequate drainage to prevent water ponding. V 11/1 7 �Q` )This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4 VIR 10,Z- *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)19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify EXPIRES: 12-31-2019 capacity of bearing surface. April 11,2019 Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. RR WtU VII paye L A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mt1-7473 rev.10/03r2015 BEFORE USE. NutDesign 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 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug CircleSafety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss A02-HG Truss Type MONO TRUSS Qty 2 Ply 21367-5S I 367-5S K5962545 2 Job Reference(optional) Pacific Lumber&Truss Co.,Beaverton,OR 97005 8240 s Mar 10 2019 MiTek Industries,Inc.Thu Apr 11 09:03:15 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-KH1Ohl9ke6T6ra2gBoFYdlRypo7COGKvXOBA8wzRpCw OTES- 0) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 622 lb uplift at joint 10 and 454 lb uplift at joint 19. 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. I3) 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 3165 lb down and 816 lb up at 20-4-8 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 Uniform Loads(plf) I Vert:7-23=-72,7-8=-72,9-17=-18 Concentrated Loads(Ib) Vert:1=-82 12=-2500(F) Trapezoidal Loads(plf) 1 Vert:1=-123-to-23=-72 1 I I I I I I I I I I I 1111111.11111• 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,notmit 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 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 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 gob Truss Truss Type Qty Ply 21367-55 K5962546 1367-5S A02-MS MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co.,Beaverton,OR 97005 8.240 s Mar 10 2019 MiTek Industries,Inc.Thu Apr 11 09:04:43 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-IDLf97Dxw8ZcP6nbLHgBCb4waG9f?2HSm4VgEgzRpBY I I 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=1:48.9 I10x12 = 0.25 112 1 7 7x6 = 26 5x12 = 3x4 II 4x8 = 3x4 = 3x4 = 19 20 2 21 3 22 23 4 24 5 25 6 27 7 8 w__ 3111111114411111111111111....,- 11111161' Pr--0°/1'0:414hill . �� w a ti 8 � Y u ., u Y Y iI 16 28 15 29 14 30 13 31 12 32 11 33 34 =19 10 3x8 4x8 = 3x6 = 8x10 M18SHS = 3x4 = 4x8 = 4x8 — I 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 Itlate Offsets(X,Y)-- [1:0-7-4,0-4-12],[1:0-1-12,0-0-0],[5:0-3-0,04-8],[13:0-5-0,0-4-8] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.27 12-13 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.72 Vert(CT) -0.49 12-13 >686 240 M18SHS 220/195 TCDL 11.0 Rep Stress Incr NO WB 1.00 Horz(CT) 0.05 10 n/a n/a CLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.20 12-13 >999 240 Weight:173 lb FT=20% CDL 9.0 LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 3-10-10 oc purlins, OT CHORD 2x6 DF 1800F 2.1E11 except end verticals. EBS 2x4 DF Stud/Std`Except* BOT CHORD Rigid ceiling directly applied or 9-6-13 oc bracing. 17-18:2x6 DF 1800E 2.1E,1-15,6-11:2x4 DF No.1&Btr OTHERS 2x4 DF No.1&Btr I EACTIONS. (lb/size) 10=2123/0-2-8,18=1836/0-5-8 Max Horz 18=158(LC 9) Max Uplift 10=-389(LC 12),18=-359(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. IOP CHORD 16-18=-64/532,1-18=-1771/365,1-19=-2210/443,19-20=-2204/443,2-20=-2203/443, 2-21=-5284/999,3-21=5279/999,3-22=6485/1211,22-23=-6481/1211,4-23=6480/1211, 4-24=-6401/1190,5-24=-6398/1190,5-25=-4788/878,25-26=-4774/876,6-26=-4774/877, 7-10=-517/48 BOT CHORD 15-29=-838/4174,14-29=-838/4174,14-30=-1190/6204,13-30=-1190/6204, 13-31=-1256/6634,12-31=-1256/6634,12-32=-1127/6016,32-33=-1127/6016, 11-33=-1127/6016,11-34=-551/2934,10-34=-551/2934 EBS 1-15=-430/2436,2-15=-2363/502,2-14=-188/1323,3-14=-1133/283,3-13=-152/610, 4-13=-383/376,4-12=-570/226,5-12=43/797,5-11=-1575/360,6-11=-380/2394, 6-10=-3507/686 IOTES- ) <<., D P R Q fiF, Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; Ga� t.A G N4 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 c - ``�j exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate 4,7 -S7 grip DOL=1.60 C}~ •g ��P t-' )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)All plates are MT20 plates unless otherwise indicated. ,/ , 5)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 wideIt OREGON will fit between the bottom chord and any other members. 7ftx � )Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify /® }r 2$ -�. capacity of bearing surface. ��►tt > lis.)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. I'J�b A`��, i)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 389 lb uplift at joint 10 and 359 lb uplift at r77 joint 18. 0)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: 12-31-2019 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. April 11,2019 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. VI ILII IUCD VII have G 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 MI 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 ANS!?PIf 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 Nob Truss Truss Type Qty Ply 21367-5S K5962546 1367-5S A02-MS MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co.,Beaverton,OR 97005 8.240 s Mar 10 2019 MiTek Industries,Inc.Thu Apr 11 09:04:43 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-IDLf97Dxw8ZcP6nbLHgBCb4waG9f?2HSm4VgEgzRpBY 'NOTES- 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)633 lb down and 163 lb up at 22-7-4,and 104 lb down and 27 lb up at 0-2-12 on top chord,and 633 lb down and 163 lb up at 22-7-4 on bottom 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). 'LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:7-23=-72,7-8=-72,9-16=-18 Concentrated Loads(Ib) I Vert:1=-82 25=-500(F)33=-500(F) Trapezoidal Loads(plf) Vert:1=-123-to-23=-72 I I I I I 1 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. 1 uut 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/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 Ply 21367-5S 0 K5962547 367-SS AO2A MONO TRUSS 1 1 'Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 5 Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:22 2019 Page 1 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-48r_Vx9SFADJoXdr6MJkzJXTR?JuEvkjKIjUA_zS2ft I 5-5-8 10-5-8 15-5-8 19-10-0 4 4-8 23-3-3 5-5-8 5-0-0 5-0-0 0-5-0 Scale=1:34.4 I 4x6 = 5x12 = 0.25 12 I1 3x6 = 3x4 = 3x4 = 3x1 = 2 I 16 17 2 18 3 19 20 4 21 22 5 6 o e c :, N 1' Cu N AVqN&A/F4N, -- I 13 23 12 24 11 25 10 26 9 27 8 3x6 3x6 = 3x4 = 3x4 = 3x6 = 7 3x4 = I 2-11-8 7-11-8 12-11-8 17-11-8 1 20-3-0 2-11-8 5-0-0 5-0-0 5-0-0 2-3-8 1Offslate etXY)- ji:0-7-8,0-3-0],[5:0-5-0,0-1-8[1:0-7-8,0-3-0],[5:0-5-0,0-1-8] TOCL DING (PsL 255 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.94 Vert(LL) -0.09 10-11 >999 360 MT20 220/195 111 CDL 11.0 Lumber DOL 1.15 BC 0.75 Vert(CT) -0.24 10-11 >951 240 CLL 0.0 Rep Stress Incr NO WB 0.61 Horz(CT) 0.02 8 n/a n/a CDL 9,0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.06 10-11 >999 240 Weight:95 lb FT=20% LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btrill TOP CHORD Structural wood sheathing directly applied or 2-5-1 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 1800E 2.1E 6-0-0 oc bracing:8-9. OTHERS 2x4 DF No.i&Btr I EACTIONS. (lb/size) 8=976/Mechanical,15=1218/0-5-8 Max Horz 15=154(LC 9) Max Uplift 8=-179(LC 12),15=-248(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=-1189/256,1-2=-1214/259,2-3=-2507/484,3-4=-2219/419, 4-5=-867/152,5-8=-946/181 OT CHORD 11-12=-469/2248,10-11=-515/2624,9-10=-333/1712 WEBS 1-12=-238/1458,2-12=-1287/310,2-11=-52/664,3-11=-396/319,3-10=-633/162, 4-10=-69/868,4-9=-1175/279,5-9=-176/1255 ,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)0-7-4 to 3-7-4,Interior(1)3-7-4 to 20-3-0 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 { P �fi grip DOL=1.60 t.G Ore. TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 � `1 r� `s Provide adequate drainage to prevent water ponding. ��co ,li�V t N,E-&c /0 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 wideir <</ 'fj will fit between the bottom chord and any other members. 892{}©P f Refer to girder(s)for truss to truss connections.grain Bearing at joints)15 considers parallel to value using ANSI/TPI 1 angle to grain formula. Building designer should verify h4 . 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=1b) I 8=179,15=248. CC �7 OREGON 40 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 l 47 .fit �IC 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. A,z ' O''''1) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at0 �r fif A�` 1 0-2-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. OADCASE(S) Standard EXPIRES: 12-31-2019 ntinued on oaae 2 April 11,2019 A a ► WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.70/03!2015 BEFORE USE. Mit valid for use only with Wield)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 Holeis 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 21367-5S K5962547 367-5S AO2A MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:22 2019 Page 2 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-48r_Vx9SFADJoXdr6MJkzJXTR?JuEvkjKlj UA_zS2ft IOAD 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 I I 1 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. �Q 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 verity the applicability of design parameters and properly incorporate this design into the overall �/ar building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IY)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/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 ZitP2o Ig-000q Truss Truss Type City 'Ply 21367-5S K5962548 (367-5S A02B MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:23 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-YKPMjHA40ULAPgC1g3gzWX3dsPdSzLYtZP62iQzS2fs I 5-5-8 I 10.5-8 15-5-8 I 20-5•8 5-0-0 22-10-8 5-5.8 5-0-0 5-0-0 2.5-0 Scale=1:38.8 i 4x6 = 5x12 = 0.25 • I 5x6 = 3x6 = 3x4 II 3x6 = 3x4 = f 17 18 2 19 3 20 21 4 22 23 5 24 6 c r N u] N N 14 25 13 26 12 27 11 28 10 29 9 3x6 II 3x8 = 3x4 = 5x8 = 3x6 = 8 3x8 = I 2-11-8 I 7.11-8 12-11-8 I 17-11-8 22-10-8 2-11.8 5-0-0 5-0-0 5-0-0 4-11-0 late Offsets(X,Y)-- [1:0-7-4,0-3-0],[4:0-3-0,0.3-0],[11:0-4-0,0-3-0] TOL DING (psfL 25 0 SPACING- 2-0.0 CSI. DEFL- in (Ioc) Vdefl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.96 Vert(LL) -0.13 11-12 >999 360 MT20 220/195 Lumber DOL 1.15 BC 0.79 Vert(CT) -0.30 11-12 >872 240 �CDL 11.0 CLL 0.0 • Rep Stress Ina NO WB 0.70 Horz(CT) 0.03 9 n/a n/a COL 9.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.10 11-12 >999 240 Weight:107 lb FT=20% LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 1-11-14 oc puriins, T CHORD 2x4 DF 2400F 2.0E except end verticals. EBS 2x4 DF Stud/Sid'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 15-16:2x6 DF 1800E 2.1 E OTHERS 2x4 DF No.i&Btr I EACTIONS. (lb/size) 9=1084/Mechanical,16=1346/0-5-8 Max Horz 16=156(LC 9) Max Uplift 9=-199(LC 12),16=-270(LC 8) RCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. P CHORD 14-16=-104/518,1-16=-1315/278,1.2=-1382/291,2-3-3003/577,3-4=-3010/569, 4.5=-1861/347,6-9—517/120 T CHORD 12-13=-533/2585,11-12 -637/3270,10-11-509/2646,9 10=190/1004 O 4 WEBS 1-13=-274/1587,2-13=-1496/347,2-12=-42/787,3-12=-524/202,3-11=-509/200, 4-11=-37/731,4-10=-1017/254,5-10=-161/1166,5-9=-1393/298 ROTES- 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 22-10-8 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 �(� P R Ofi grip DOL=1.60 rn� TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;C1=1.10 `CO`` �ss Provide adequate drainage to prevent water ponding. �GJ • 0NG 1 NtE�� O 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 2 •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 wide0 9 will fit between the bottom chord and any other members. �' 89200PE Refer to girder(s)for truss to truss connections. 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. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 9=199,16=270. 7 OREGON <C 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 13 G �� ,` panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. i0 'QY 14 2� -}- 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �P 1)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at0 FR R L�- 0-2-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. DADCASE(S) standard EXPIRES: 12-31-2019 April 11,2019 aiiiiiiii ...- A,WARNING•Verity design parameters and READ NOTES ON THIS AND fNCLUDED M1TEK REFERENCE PAGE M11.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,note a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek, I 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 ANSl7P/1 Qualify Criteria,OW-89 and BOSS 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 21367-5S 0 K5962548 367-5S A02B MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:23 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-YKPMjHA4OULAPgC1g3gzWX3dsPdSzLYtZZPS2iQzS2fs IOAD 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=-82 Trapezoidal Loads(plf) Vert:1=-123-to-21=-72 I I I I I I I I I I I I �� WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MlTEK 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,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 ANSI?P/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 21367-5S 0 K5962549 367-5S AO2B-AD MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 3 Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:24 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-1XylwdBinnUl1 gnEEnLC2kcobpzhimo0o3CbEszS2fr 5-5-8 10-5-8 15-5-8 20-5-8 22-10-8 5-5-8 5-0-0 5-0-0 5-0-0 2-5-0 Scale=1:38.8 I 4x6 = 5x12 = 0.25I 12 1 5x6 = 3x6 = 3x4 II 3x8 = 3x4 = I 17 18 2 19 3 20 21 4 22 23 5 24 6 7 T I ' I d1 N N N N MilltilOgi 41111/..NdAllkIL 1 14 25 13 26 12 27 11 28 10 29 9 3x6 4x6 = 3x6 = 5x8 = 3x6 = 6x6 = II 2-11-8 7-11-8 12-11-8 17-11-8 22-10-8 2-11-8 5-0-0 5-0-0 5-0-0 4-11-0 late Offsets(X,V)-- [1:0-7-4,0-3-0],[4:0-3-0,0-3-0],[11:0-4-0,0-3-0] TCLLDING (ps25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.96 Vert(LL) -0.13 11-12 >999 360 MT20 220/195 DL 11.0 Lumber DOL 1.15 BC 0.79 Vert(CT) -0.30 11-12 >872 240 LL 0.0 Rep Stress Incr NO WB 0.83 Horz(CT) 0.03 9 n/a n/a CDL 9,0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.12 11-12 >999 240 Weight:107 lb FT=20% LUMBER- BRACING- i P CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 1-11-14 oc purlins, T CHORD 2x4 DF 2400F 2.0E except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-16:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr IEACTI0NS. (Ib/size) 9=1084/Mechanical,16=1346/0-5-8 Max Horz 16=237(LC 32) Max Uplift 9—718(LC 39),16=-927(LC 30) Max Gray 9=1323(LC 24),16=1651(LC 25) 11 ROES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 14-16=-104/518,1-16=-1616/925,1-2=-1819/1124,2-3=-3402/1658,3-4=-3427/1676, 4-5=-2345/1331,5-6=-677/654,6-9=-517/120 BOT CHORD 13-14=-801/778,12-13=1616/2921,11-12=-1834/3709,10-11=-1653/3133, 9-10=-1140/1574 IEBS 1-13=-1338/2171,2-13=-2089/1429,2-12=-1069/1359,3-12=-1161/1124, 3-11=-1109/1063,4-11=-945/1214,4-10=-1513/1119,5-10=-997/1602,5-9=-1741/1028 NOTES- IWind:ASCE 7-10;Vult=l20mph(3-second gust)Vasd=55mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; t^� MWFRS(envelope)gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 22-10-8 zone;cantilever left and right ��V PR��.� exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate '- 61 grip DOL=1.60 CO �!C�G`tin ��- 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 O* `i "T IProvide adequate drainage to prevent water ponding. ys This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. $9200PE 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 fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. i IBearing 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. OREGON 4,, Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) I— r< s=718,16=927. /6 qY 14 �© 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. 'p ' ` RAO- panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. /0r�R t L� 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 drag loads along bottom chord from 0-0-0 to 22-10-8 for 300.0 plf. EXPIRES: 12-31-2019 11)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 0-2-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. nth-tiled onpage- 2 �� M 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 n fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS4TPI1 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 21367-5S 11 K5962549 367-5S AO2B-AD MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:25 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-Vj W77zBKX5cuf_MQoUsRby9zLDJwRD2A1 jxsnJzS2fq IOAD 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 I I I I I , 1 , ,I I I I I I I I t WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MtI-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 Mt NM building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' MI 1 250 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,OSB-B9 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 21367-5S K5962550 67-5S A03 MONO TRUSS 27 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:32 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-o3RmbMHjuFUu3OmiSU4NQxB61 hGaLhCeJ8OXPzS2fj I5-5-8 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 = 5x12 = 0.25 12 1 5x6 = 3x8 = 3x4 I 3x8 = 3x4 = 3x4 = 19 20 2 21 3 22 23 4 24 5 25 6 26 7 8 :7 is u c `iced/� I;- V)M 1, X11 ....... ,g a N no. 16 27 15 28 14 29 13 30 12 31 11 32 9 10 3x6 I I 4x6 = 3x4 = 5x8 M18SHS = 3x4 = 3x6 = 4x8 = I 2-11-8 7-11-8 12-11-8i 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 Solate Offsets(X,Y)-- [1:0-7-4,0-3-0],[5:0-3-0,0-3-0],[13:0-4-0,0-3-4] ADING (psf) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.86 Vert(LL) -0.28 12-13 >999 360 MT20 220/195 DL 11,0 Lumber DOL 1.15 BC 0.88 Vert(CT) -0.50 12-13 >667 240 M18SHS 220/195 LL 0.0 * Rep Stress lncr NO WB 0.90 Horz(CT) 0.06 10 n/a n/a DL 9,0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.20 12-13 >999 240 Weight:132 lb FT=20% 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 2400F 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 2.1 E,7-10:2x4 DF No.1&Btr 8-10-10 oc bracing:12-13. HERS 2x4 DF No.1&Btr ACTIONS. (lb/size) 10=1334/Mechanical,18=1625/0-5-8 Max Horz 18=160(LC 9) Max Uplift 10=-244(LC 12),18=320(LC 8) IRCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P 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 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 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; ty �} P Qfi 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 4(.,\` � y exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate Co �yG 1 N fi' f0 grip DOL=1.60 +� 0TCLL:ASCE 7-10;Prf=25.0 psf(flat roof snow) Category II;Exp B;Partially Exp.;Ct=1.10 1{/ Provide adequate drainage to prevent water ponding. '92Qt�( �f' 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. ile, 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 -A---- 410> will fit between the bottom chord and any other members. Q CC Refer to girder(s)for truss to truss connections.I y OREGON Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 44. Lf'A._ A, As capacity of bearing surface. 0 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 7 ' (is?,10=244,18=320. � R RI L\- (i 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.it EXPIRES: -S1- Q1 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 0-2-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. hti ed RNING'- 2 7 WAR 1N -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 �m 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 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 21367-5S K5962550 367-5S A03 MONO TRUSS 27 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:32 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-o3RmbMHjuFUu_3OmiSU4NQxB61 hGaLhCeJ8OXPzS2fj 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=-72,9-16=-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 II it I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED tv1tTEK REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. lei 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 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 ANSUTPII 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. ammo Criteria,DSB-B9 and BCSI Building Component Corona,CA 92880 b Truss Truss Type Qty Ply 21367-5S K5962551 367-5S A03-D MONO TRUSS 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 a Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:36 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-gghHRkKEyTKTgiXxIZOXG6ukf1 kWHtnYx6EgAzS2ff I5-5-8 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=1:49.4 111 4x6 = 5x12 = 0.25 12 I 1 5x6 = 1.5x4 II I 18 19 2 20 3 21 22 4 23 5 24 6 25 78 CS II O '‘11111111/111 c \. c?csi M csi i=,_ Li LI o Medli ,— '1'I,'Y'•' 'rr,' WV,.' e'p,•• •''• r''' 'r' ,'I,•• ' V'r,Y' •te''rte'''''rte''''• 9,•Y' 'rte''rte'''rr,r,—•• Al., '''' •''''11 6x6 = i 15 26 14 27 13 28 12 29 11 30 10 31 9 5x6 = I 2-11-8l 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 late Offsets(X,Y)-- [1:0-6-0,0-3-0],[5:0-3-0,0-3-0],[12:0-3-0,0-3-0] TCLL ADING (psf25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.09 9-10 >743 360 MT20 220/195 DL 11.0 Lumber DOL 1.15 BC 0.91 Vert(CT) -0.19 9-10 >340 240 CLL 0.0 * Rep Stress Incr NO WB 0.44 Horz(CT) -0.01 8 n/a n/a DL 9.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) -0.00 9-10 >999 240 Weight:132 lb FT=20% LUMBER- BRACING- OP 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. 16-17:2x6 DF 1800E 2.1E OTHERS 2x4 DF No.1&Btr IIEACTIONS. All bearings 28-3-8 except(t=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=-111(LC 32),13=-216(LC 32),11=-164(LC 30),10=-119(LC 30),17=-573(LC 30) 111, 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=693(LC 84),13=772(LC 85),11=698(LC 87),10=726(LC 88),17=735(LC 47) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. tO . P CHORD 1-17=-791/573,1-2=-817/860,2-3=-883/914,3-4=-882/897,4-5=-886/895, 5-6=-925/933,6-7=-1020/996,7-9=-792/311 T 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 I EBS 1-14=-1013/1017,2-14=-1194/1092,2-13=-1172/1116,3-13=-1159/1101, 3-12=-1083/1049,4-12=-1134/1107,4-11=-1071/1054,5-11=-1171/1147, ...,ft, PRO fi5-10=1118/1099,6-10=-1161/1129,6-9-1146/1142 VSs* GtN4, /p NOTES- ter_ Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; S'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 GQa(� C' 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. All plates are 3x4 MT20 unless otherwise indicated.0 "j7 OREGON (/ 0 CC 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 i0 94- 1 4 s 2S) 'A— will fit between the bottom chord and any other members. Q` Bearing at joint(s)8,17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ' R`t l capacity of bearing surface. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 482 lb uplift at joint 8,693 lb uplift atXRES. 12-31-2019 joint 9,124 lb uplift at joint 15,159 lb uplift at joint 12,111 lb uplift at joint 14,216 lb uplift at joint 13,164 lb uplift at joint 11,119 lb uplift at joint 10 and 573 lb uplift at joint 17. April 11,2019 'I.1 -• (I ...- y 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 111 11R 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 21367-5S K5962551 67-5S A03-D MONO TRUSS 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:37 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-81 Fff4Lsjn6B5gGkVO4F4Uf3T2NzFk7xnasnCczS2fe 110TES- 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, 46,47,48,49,50,51,52,53,54,55,56,57,58,59,60,61,62,63,64,65,66,67,68,69,70,71,72,73,74,75,76,77,78,79,80,81,82,83,84,85,86,87,88,89 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 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 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 1)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. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. OAD CASE(S) Standard Dead+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) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-123-to-22=-72 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:7-22=-59,7-8=-59,9-15=-18 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-104-to-22=-59 Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-22=-22,7-8=-22,9-15=-38 Concentrated Loads(Ib) Vert:1=-82 111 Trapezoidal Loads(plf) Vert:1=-56-to-22=-22 Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=-53,7-22=22,7-8=22,9-15=11 Horz:1-15=16,1-16=53,1-19=-37,7-19=-31,7-8=-31,7-9=29 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=38-to-19=36,19=30-to-22=22 Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=46,7-22=22,7-8=22,9-15=-11 Horz:1-15=-29,1-16=-46,1-7=-31,7-8=-31,7-9=-16 in Concentrated Loads(Ib) Vert:1=-82 ill Trapezoidal Loads(plf) Vert:1=29-to-22=22 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) IVert:1-16=-30,7-22=-33,7-8=-33,9-15=-18 Horz:1-15=-19,1-16=30,1-7=11,7-8=11,7-9=-26 Concentrated Loads(Ib) Vert:1=-82 ITrapezoidal Loads(plf) Vert:1=-73-to-22=-33 Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=46,7-22=-33,7-8=-33,9-15=-18 Horz:1-15=26,1-16=-46,1-7=11,7-8=11,7-9=19 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-72-to-22=-33 Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=-43,7-22=27,7-8=27,9-15=11 Horz:1-15=15,1-16=43,1-7=-36,7-8=-36,7-9=19 Concentrated Loads(Ib) Vert:1=-82 4 Trapezoidal Loads(plf) Vert:1=37-to-22=27 Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=43,7-22=27,7-8=27,9-15=-11 Horz:1-15=-19,1-16=-43,1-7=-36,7-8=-36,7-9=-15 Concentrated Loads(Ib) Vert:1=-82 ntinued on oaae 3 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 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/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 21367-5S K5962551 367-5S A03-D MONO TRUSS 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:37 2019 Page 3 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-81 Fff4Lsjn6B5gGkVO4F4Uf3T2NzFk7xnasnCczS2fe 10 AD CASE(S) Standard Trapezoidal Loads(plf) Vert:1=44-to-22=27 10)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 IUniform Loads(plf) Vert:1-16=-43,7-22=3,7-8=3,9-15=-18 Horz:1-15=25,1-16=43,1-7=-25,7-8=-25,7-9=9 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=47-to-22=3 Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=43,7-22=3,7-8=3,9-15=-18 Horz:1-15=-9,1-16=-43,1-7=-25,7-8=-25,7-9=-25 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-22-to-22=3 I) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase-1.60 Uniform Loads(plf) Vert:1-16=29,7-22=12,7-8=12,9-15=-11 Horz:1-15=12,1-16=-29,1-7=-20,7-8=-20,7-9=17 Concentrated Loads(Ib) Vert:1=-82 I Trapezoidal Loads(plf) Vert:1=20-to-22=12 13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 I Uniform Loads(plf) Vert:1-16=29,7-22=12,7-8=12,9-15=-11 Horz:1-15=-17,1-16=-29,1-7=-20,7-8=-20,7-9=-12 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) IVert:1=20-to-22=12 Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=29,7-22=12,7-8=12,9-15=-11 Horz:1-15=12,1-16=-29,1-7=-20,7-8=-20,7-9=17 Concentrated Loads(lb) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=20-to-22=12 )Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=29,7-22=12,7-8=12,9-15=-11 Horz:1-15=-17,1-16=-29,1-7=-20,7-8=-20,7-9=-12 Concentrated Loads(Ib) Vert:1=-82 111 Trapezoidal Loads(plf) Vert:1=20-to-22=12 Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=29,7-22=-12,7-8=-12,9-15=-18 Horz:1-15=23,1-16=-29,1-7=-10,7-8=-10,7-9=7 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-48-to-22=-12 ) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=29,7-22=-12,7-8=-12,9-15=-18 Horz:1-15=-7,1-16=-29,1-7=-10,7-8=-10,7-9=-23 Concentrated Loads(Ib) IVert:1=-82 Trapezoidal Loads(plf) Vert:1=-38-to-22=-12 18) Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 IUniform Loads(plf) Vert:7-22=-22,7-8=-22,9-15=-18 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=45-to-22=-22 I) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. I 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 b Truss Truss Type Qty Ply 21367-5S K5962551 67-5S A03-D MONO TRUSS 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:37 2019 Page 4 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-81 Fff4Lsjn6B5gGkVO4F4Uf3T2NzFk7xnasnCczS2fe AD CASE(S) Standard Uniform Loads(plf) Vert:1-16=-33,7-22=-40,7-8=-40,9-15=-18 Horz:1-15=19,1-16=33,1-7=-19,7-8=-19,7-9=6 IConcentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-105-to-22=-40 20) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 I Uniform Loads(plf) Vert:1-16=33,7-22=-40,7-8=-40,9-15=-18 Horz:1-15=-6,1-16=-33,1-7=-19,7-8=-19,7-9=-19 Concentrated Loads(Ib) Vert:1=-82 I Trapezoidal Loads(plf) Vert:1=-87-to-22=-40 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:1-16=22,7-22=-52,7-8=-52,9-15=-18 Horz:1-15=17,1-16=-22,1-7=-8,7-8=-8,7-9=5 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-106-to-22=-52 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:1-16=22,7-22=-52,7-8=-52,9-15=-18 Horz:1-15=-5,1-16=-22,1-7=-8,7-8=-8,7-9=-17 Concentrated Loads(Ib) Vert:I 1=-82 d ( TrapezoidallLoads(plf) Vert:1=-98-to-22=-52 23) Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) III Vert:7-22=-62,7-8=-62,9-15=-18 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-108-to-22=-62 Dead+0.75 Snow(balanced)+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:7-22=-55,7-8=-55,9-15=-18 Horz:1-18=10799,18-19=10799,19-20=10799,4-20=10799,4-5=10799,5-24=10799,6-24=10799,6-25=10799,7-25=10799,7-8=10799 Drag:9-15=-225 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-99-to-22=-55 ) Dead+0.75 Snow(balanced)+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:7-22=-64,7-8=-64,9-15=-18 Horz:1-18=-10799,18-19=-10799,19-20=-10799,3-20=-10799,3-22=-10799,4-22=-10799,4-5=-10799,5-24=-10799, 6-24=-10799,6-25=-10799,7-25=-10799,7-8=-10799 rated: d=225 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-108-to-22=-64 Dead+0.6 C-C Wind(Pos.Internal)Case 2+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-16=46,7-22=29,7-8=29,9-15=-11 Horz:1-15=-29,1-16=-46,1-18=14368,18-19=14368,19-20=14368,3-20=14368,3-22=14368,4-22=14368,4-23=14368, 5-23=14368,5-24=14368,6-24=14368,6-25=14368,7-25=14368,7-8=14368,7-9=-16 Drag: d Concentrated Loads (lb)(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=35-to-22=29 7) Dead+0.6 C-C Wind(Pos.Internal)Case 2+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-16=46,7-22=16,7-8=16,9-15=-11 Horz:1-15=-29,1-16=-46,1-18=-14430,18-19=-14430,19-20=-14430,3-20=-14430,3-22=-14430,4-22=-14430, 4-23=-14430,5-23=-14430,5-24=-14430,6-24=-14430,6-25=-14430,7-25=-14430,7-8=-14430,7-9=-16 Drag:9-15=300 III Concentrated Loads(Ib) Vert:1=-82 ntimtpd on nane 5 A1 WARNING-Verify design parameters and READ NOTES ON THIS AND tNCLUDED MITEK REFERENCE PAGE M!t-7473 rev.YO/03/20Y5 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 l''t'®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 ANSI?P!1 Qua250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314lity Criteria,DSB-89 and BCSI Building Component am=. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-5S 0 1(5962551 367-5S A03-D MONO TRUSS 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:37 2019 Page 5 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-81 Fff4Lsjn6B5gGkVO4F4Uf3T2NzFk7xnasnCczS2fe OAD CASE(S) Standard Trapezoidal Loads(plf) Vert:1=23-10-22=16 28) Dead+0.6 C-C Wind(Neg.Internal)Case 2+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 IUniform Loads(plf) Vert:1-16=46,7-22=-27,7-8=-27,9-15=-18 Horz:1-15=26,1-16=-46,1-18=14410,18-19=14410,19-20=14410,3-20=14410,3-21=14410,4-21=14410,4-23=14410,5-23=14410,5-24=14410,6-24=14410, 6-25=14410,7-25=14410,7-8=14410,7-9=19 Drag:9-15=-300 I Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-66-to-22=-27 9) Dead+0.6 C-C Wind(Neg.Internal)Case 2+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 - - Uniform Loads(plf) Vert:1-16=46,7-22=-39,7-8=-39,9-15=-18 Horz:1-15=26,1-16=-46,1-18=-14388,18-19=-14388,19-20=-14388,3-20=-14388,3-22=-14388,4-22=-14388,4-23=-14388,5-23=14388,5-24=14388, 6-24=-14388,6-25=-14388,7-25=-14388,7-8=-14388,7-9=19 Drag:9-15=300 IConcentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-79-to-22=-39 0) Dead+0.6 MWFRS Wind(Pos.Internal)Left+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 - _ Uniform Loads(plf) Vert:1-16=-43,7-22=34,7-8=34,9-15=-11 Horz:1-15=15,1-16=43,1-18=14363,18-19=14363,19-20=14363,3-20=14363,3-22=14363,4-22=14363,4-23=14363,5-23=14363,5-24=14363,6-24=14363, 6-25=14363,7-25=14363,7-8=14363,7-9=19 J Drag:9-15=-300 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=43-to-22=34 1) Dead+0.6 MWFRS Wind(Pos.Internal)Left+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-16=-43,7-22=21,7-8=21,9-15=-11 Horz:1-15=15,1-16=43,1-18=-14435,18-19=-14434,19-20=-14435,3-20=-14435,3-21=-14435,4-21=-14435,4-23=-14435,5-23=14435,5-24=-14435, 6-24=-14435,6-25=-14435,7-25=-14435,7-8=-14434,7-9=19 IDrag:9-15=300 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=31-to-22=21 12) Dead+0.6 MWFRS Wind(Pos.Internal)Right+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-16=43,7-22=34,7-8=34,9-15=-11 Horz:1-15=-19,1-16=-43,1-18=14363,18-19=14363,19-20=14363,3-20=14363,3-22=14363,4-22=14363,4-23=14363, 5-23=14363,5-24=14363,6-24=14363,6-25=14363,7-25=14363,7-8=14363,7-9=-15 Drag:9-15=-300 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=50-to-22=34 13) Dead+0.6 MWFRS Wind(Pos.Internal)Right+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-16=43,7-22=21,7-8=21,9-15=-11 Horz:1-15=-19,1-16=-43,1-18=-14435,18-19=-14434,19-20=-14435,3-20=-14435,3-21=-14435,4-21=-14435, 4-23=-14435,5-23=-14435,5-24=-14435,6-24=-14435,6-25=-14435,7-25=-14435,7-8=-14434,7-9=-15 Drag:9-15=300 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=38-to-22=21 t) Dead+0.6 MWFRS Wind(Neg.Internal)Left+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-16=-43,7-22=10,7-8=10,9-15=-18 Horz:1-15=25,1-16=43,1-18=14373,18-19=14373,19-20=14373,3-20=14373,3-21=14373,4-21=14373,4-23=14373, 5-23=14373,5-24=14373,6-24=14373,6-25=14373,7-25=14373,7-8=14373,7-9=9 ii Drag: -15=-300 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-41-to-22=10 Dead+0.6 MWFRS Wind(Neg.Internal)Left+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 ntinued on oaae 6 I WARNING-Verily design parameters and READ NOTES ON THIS AND fNCLUDED MITEK REFERENCE PAGE A111-7473t-7473 rev.70/03/2015 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 Mi'fek' 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 SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite �� e 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-5S K5962551 67-55 A03-D MONO TRUSS 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:37 2019 Page 6 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-81 Fff4Lsjn6B5gGkVO4F4Uf3T2NzFk7xnasnCczS2fe 1OAD CASE(S) Standard Uniform Loads(plf) Vert:1-16=-43,7-22=-3,7-8=-3,9-15=-18 Horz:1-15=25,1-16=43,1-18=-14424,18-19=-14424,19-20=-14424,3-20=-14424,3-22=-14424,4-22=-14424,4-23=-14424,5-23=-14424,5-24=-14424, 6-24=-14424,6-25=-14424,7-25=-14424,7-8=-14424,7-9=9 Drag:9-15=300 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-53-to-22=-3 Dead+0.6 MWFRS Wind(Neg.Internal)Right+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-16=43,7-22=10,7-8=10,9-15=-18 Horz:1-15=-9,1-16=-43,1-18=14373,18-19=14373,19-20=14373,3-20=14373,3-22=14373,4-22=14373,4-23=14373,5-23=14373,5-24=14373,6-24=14373, I6-25=14373,7-25=14373,7-8=14373,7-9=-25 Drag:9-15=-300 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) 17 Vert:1=-16-to-22=10 Dead+0.6 MWFRS Wind(Neg.Internal)Right+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-16=43,7-22=-3,7-8=-3,9-15=-18 Horz:1-15=-9,1-16=-43,1-18=-14424,18-19=-14424,19-20=-14424,3-20=-14424,3-22=-14424,4-22=-14424,4-23=-14424,5-23=-14424,5-24=-14424, 6-24=-14424,6-25=-14424,7-25=-14424,7-8=-14424,7-9=-25 Drag:9-15=300 Concentrated Loads(Ib) Vert:1=-82 ITrapezoidal Loads(plf) Vert:1=-29-to-22=-3 Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-16=29,7-22=18,7-8=18,9-15=-11 Horz:1-15=12,1-16=-29,1-18=14379,18-19=14378,19-20=14379,3-20=14379,3-22=14379,4-22=14379,4-23=14379,5-23=14379,5-24=14379,6-24=14379, 6-25=14379,7-25=14379,7-8=14378,7-9=17 Drag:9-15=-300 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=27-to-22=18 ) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 I Uniform Loads(plf) Vert:1-16=29,7-22=6,7-8=6,9-15=-11 I Horz:1-15=12,1-16=-29,1-18=-14419,18-19=-14419,19-20=-14419,3-20=-14419,3-22=-14419,4-22=-14419,4-23=-14419,5-23=-14419,5-24=-14419, 6-24=-14419,6-25=-14419,7-25=-14419,7-8=-14419,7-9=17 Drag:9-15=300 Concentrated Loads(Ib) Vert:1=-82 ITrapezoidal Loads(plf) Vert:1=14-to-22=6 Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-16=29,7-22=18,7-8=18,9-15=-11 i Horz:1-15=-17,1-16=-29,1-18=14379,18-19=14378,19-20=14379,3-20=14379,3-22=14379,4-22=14379,4-23=14379, 5-23=14379,5-24=14379,6-24=14379,6-25=14379,7-25=14379,7-8=14378,7-9=-12 Drag:9-15=-300 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=27-to-22=18 J) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-16=29,7-22=6,7-8=6,9-15=-11 Horz:1-15=-17,1-16=-29,1-18=-14419,18-19=-14419,19-20=-14419,3-20=-14419,3-22=-14419,4-22=-14419, 4-23=-14419,5-23=-14419,5-24=-14419,6-24=-14419,6-25=-14419,7-25=-14419,7-8=-14419,7-9=-12 III Drag:9-15=300 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=14-to-22=6 Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 I I ntinued on Dace 7 __ t 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 �A 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 ANSITP/t 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 21367-5S K5962551 367-5S A03-D MONO TRUSS 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:37 2019 Page 7 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-81 Fff4Lsjn6B5gGkVO4F4Uf3T2NzFk7xnasnCczS2fe TOAD CASE(S) Standard Uniform Loads(plf) Vert:1-16=29,7-22=18,7-8=18,9-15=-11 Horz:1-15=12,1-16=-29,1-18=14379,18-19=14378,19-20=14379,3-20=14379,3-22=14379,4-22=14379,4-23=14379,5-23=14379,5-24=14379,6-24=14379, I6-25=14379,7-25=14379,7-8=14378,7-9=17 Drag:9-15=-300 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=27-to-22=18 3)Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-16=29,7-22=6,7-8=6,9-15=-11 Horz:1-15=12,1-16=-29,1-18=-14419,18-19=-14419,19-20=-14419,3-20=-14419,3-22=-14419,4-22=-14419,4-23=-14419,5-23=-14419,5-24=-14419, i6-24=-14419,6-25=-14419,7-25=-14419,7-8=-14419,7-9=17 Drag:9-15=300 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) 14 Vert:1=14-to-22=6 Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-16=29,7-22=18,7-8=18,9-15=-11 Horz:1-15=-17,1-16=-29,1-18=14379,18-19=14378,19-20=14379,3-20=14379,3-22=14379,4-22=14379,4-23=14379,5-23=14379,5-24=14379,6-24=14379 6-25=14379,7-25=14379,7-8=14378,7-9=-12 Drag:9-15=-300 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=27-to-22=18 15) Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-16=29,7-22=6,7-8=6,9-15=-11 Horz:1-15=-17,1-16=-29,1-18=-14419,18-19=-14419,19-20=-14419,3-20=-14419,3-22=-14419,4-22=-14419,4-23=-14419,5-23=-14419,5-24=-14419, 6-24=-14419,6-25=-14419,7-25=-14419,7-8=-14419,7-9=-12 Drag:9-15=300 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=14-to-22=6 Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-16=29,7-22=-6,7-8=-6,9-15=-18 I Horz:1-15=23,1-16=-29,1-18=14389,18-19=14389,19-20=14389,3-20=14389,3-21=14389,4-21=14389,4-23=14389,5-23=14389,5-24=14389,6-24=14389, 6-25=14389,7-25=14389,7-8=14389,7-9=7 Drag:9-15=-300 Concentrated Loads(Ib) Vert:1=-82 ITrapezoidal Loads(plf) Vert:1=-41-to-22=-6 Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-16=29,7-22=-18,7-8=-18,9-15=-18 i Horz:1-15=23,1-16=-29,1-18=-14409,18-19=-14409,19-20=-14409,3-20=-14409,3-22=-14409,4-22=-14409, 4-23=-14409,5-23=-14409,5-24=-14409,6-24=-14409,6-25=-14409,7-25=-14409,7-8=-14409,7-9=7 Drag:9-15=300 Concentrated Loads(Ib) Vert:1=-82 it. Trapezoidal Loads(plf) Vert:1=-54-to-22=-18 Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-16=29,7-22=-6,7-8=-6,9-15=-18 i Horz:1-15=-7,1-16=-29,1-18=14389,18-19=14389,19-20=14389,3-20=14389,3-22=14389,4-22=14389,4-23=14389, 5-23=14389,5-24=14389,6-24=14389,6-25=14389,7-25=14389,7-8=14389,7-9=-23 Drag:9-15=-300 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-31-to-22=-6 I) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 I liglialithillp I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE ME-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 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/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 21367-5S K5962551 367-5S ill A03-D MONO TRUSS 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:37 2019 Page 8 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-81 Fff4Lsjn6B5gGkVO4F4Uf3T2NzFk7xnasnCczS2fe IAD CASE(S) Standard Uniform Loads(plf) Vert:1-16=29,7-22=-18,7-8=-18,9-15=-18 Horz:1-15=-7,1-16=-29,1-18=-14409,18-19=-14409,19-20=-14409,3-20=-14409,3-21=-14409,4-21=-14409,4-23=-14409,5-23=-14409,5-24=-14409, 6-24=-14409,6-25=-14409,7-25=-14409,7-8=-14409,7-9=-23 Drag:9-15=300 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-44-to-22=-18 Dead-Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:7-22=-16,7-8=-16,9-15=-18 Horz:1-18=14399,18-19=14399,19-20=14399,3-20=14399,3-22=14399,4-22=14399,4-23=14399,5-23=14399,5-24=14399,6-24=14399,6-25=14399, i7-25=14399,7-8=14399 Drag:9-15=-300 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-39-to-22=-16 Dead-Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:7-22=-28,7-8=-28,9-15=-18 Horz:1-18=-14399,18-19=-14399,19-20=-14399,3-20=-14399,3-22=-14399,4-22-14399,4-23=-14399,5-23=-14399,5-24=-14399,6-24=-14399, 6-25=-14399,7-25-14399,7-8-14399 Drag:9-15=300 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-51-to-22=-28 0.6 Dead-Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:7-22=-7,7-8=-7,9-15=-11 Horz:1-18=14399,18-19=14399,19-20=14399,3-20=14399,3-22=14399,4-22=14399,4-23=14399,5-23=14399,5-24=14399,6-24=14399,6-25=14399, 7-25=14399,7-8=14399 Drag:9-15=-300 Concentrated Loads(Ib) Vert:1=-49 ii Trapezoidal Loads(plf) Vert:1=-21-to-22=-7 0.6 Dead-Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:7-22=-19,7-8=-19,9-15=-11 Horz:1-18=-14399,18-19=-14399,19-20=-14399,3-20=-14399,3-22=-14399,4-22=-14399,4-23=-14399,5-23=-14399,5-24=-14399,6-24=-14399, 6-25=-14399,7-25=-14399,7-8=-14399 Drag:9-15=300 Concentrated Loads(Ib) Vert:1=-49 Trapezoidal Loads(plf) IVert:1=-33-to-22=-19 Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left)+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-16=-33,7-22=-36,7-8=-36,9-15=-18 I Horz:1-15=19,1-16=33,1-18=10780,18-19=10780,19-20=10780,4-20=10780,4-5=10780,5-24=10780,6-24=10780, 6-25=10780,7-25=10780,7-8=10780,7-9=6 Drag:9-15=-225 Concentrated Loads(Ib) Vert:1=-82 ITrapezoidal Loads(plf) Vert:1=-101-to-22=-36 Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left)+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-16=-33,7-22=-45,7-8=-45,9-15=-18 Horz:1-15=19,1-16=33,1-18=-10818,18-19=-10818,19-20=-10818,4-20=-10818,4-5=-10818,5-24=-10818, 6-24=-10818,6-25=-10818,7-25=-10818,7-8=-10818,7-9=6 Drag:9-15=225 111 Concentrated Loads(Ib) Vert:1=-82 ITrapezoidal Loads(plf) Vert:1=-110-to-22=-45 Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right)+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 I ntinuedWonARNIDaaeNG- 9 AVerity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 0411-7473 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 e a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ``fi�r building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iV)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 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 t b Truss Truss Type Qty Ply 21367-5S K5962551 367-5S A03-D MONO TRUSS 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:37 2019 Page 9 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-81 Fff4Lsjn6B5gGkVO4F4Uf3T2NzFk7xnasnCczS2fe 1110AD CASE(S) Standard Uniform Loads(plf) Vert:1-16=33,7-22=-36,7-8=-36,9-15=-18 Horz:1-15=-6,1-16=-33,1-18=10780,18-19=10780,19-20=10780,4-20=10780,4-5=10780,5-24=10780,6-24=10780,6-25=10780,7-25=10780,7-8=10780, 7-9=-19 Drag:9-15=-225 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-82-to-22=-36 17) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right)+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-16=33,7-22=-45,7-8=-45,9-15=-18 Horz:1-15=-6,1-16=-33,1-18=-10818,18-19=-10818,19-20=-10818,4-20=-10818,4-5=-10818,5-24=-10818,6-24=-10818,6-25=-10818,7-25=-10818, 17-8=-10818,7-9=-19 Drag:9-15=225 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-91-to-22=-45 Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel)+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-16=22,7-22=-47,7-8=-47,9-15=-18 Horz:1-15=17,1-16=-22,1-18=10792,18-19=10792,19-20=10792,4-20=10792,4-5=10792,5-24=10792,6-24=10792,6-25=10792,7-25=10792,7-8=10791, I7-9=5 Drag:9-15=225 Concentrated Loads(lb) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-101-to-22=-47 Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel)+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-16=22,7-22=-57,7-8=-57,9-15=-18 Horz:1-15=17,1-16=-22,1-18=-10807,18-19=-10807,19-20=10807,4-20=-10807,4-5=-10807,5-24=-10807,6-24=-10807,6-25=-10807,7-25=-10807, 7-8=-10806,7-9=5 Drag:9-15=225 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) 111 Vert:1=-110-to-22=-57 Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel)+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-16=22,7-22=-47,7-8=-47,9-15=-18 Horz:1-15=-5,1-16=-22,1-18=10792,18-19=10792,19-20=10792,4-20=10792,4-5=10792,5-24=10792,6-24=10792,6-25=10792,7-25=10792,7-8=10791, 7-9=-17 Drag:9-15=-225 Concentrated Loads(Ib) Vert:1=-82 I Trapezoidal Loads(plf) Vert:1=-94-to-22=-47 Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel)+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) I Vert:1-16=22,7-22=-57,7-8=-57,9-15=-18 Horz:1-15=-5,1-16=-22,1-18=-10807,18-19=-10807,19-20=-10807,4-20=-10807,4-5=-10807,5-24=-10807, 6-24=-10807,6-25=-10807,7-25=-10807,7-8=-10806,7-9=-17 Drag:9-15=225 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-103-to-22=-57 1st Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-22=-22,7-8=-22,9-15=-18 111 Concentrated Loads(Ib) Vert:1=-582 Trapezoidal Loads(plf) Vert:1=-45-to-22=-22 13)2nd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-22=-22,7-8=-22,9-15=-18 Concentrated Loads(Ib) Vert:1=-82 18=-500 14 Trapezoidal Loads(plf) Vert:1=-45-to-22=-22 3rd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 ntinued on Daae 10 AI WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERENCE PAGE MII-7473 rev.10/03f2075 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 bur 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 Dua250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314lity Criteria,DSB-89 and BCSI Building Component IMM. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-5S K5962551 367-5S A03-D MONO TRUSS 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:37 2019 Page 10 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-81 Fff4Lsjn6B5gGkVO4F4Uf3T2NzFk7xnasnCczS2fe TOAD CASE(S) Standard Uniform Loads(plf) Vert:7-22=-22,7-8=-22,9-15=-18 Concentrated Loads(Ib) Vert:1=-82 20=-500 Trapezoidal Loads(plf) Vert:1=-45-to-22=-22 65)4th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) I Vert:7-22=-22,7-8=-22,9-15=-18 Concentrated Loads(Ib) Vert:1=-82 21=-500 Trapezoidal Loads(plf) Vert:1=45-to-22=-22 16)5th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-22=-22,7-8=-22,9-15=-18 Concentrated Loads(Ib) Vert:1=-82 23=-500 117 Trapezoidal Loads(plf) Vert:1=-45-to-22=-22 6th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-22=-22,7-8=-22,9-15=-18 Concentrated Loads(Ib) Vert:1=-82 24=-500 Trapezoidal Loads(plf) Vert:1=-45-to-22=-22 i8)7th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-22=-22,7-8=-22,9-15=-18 Concentrated Loads(Ib) Vert:1=-82 25=-500 Trapezoidal Loads(plf) Vert:1=45-to-22=-22 1119)8th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pie Vert:7-22=-22,7-8=-22,9-15=-18 Concentrated Loads(Ib) Vert:7=-500 1=-82 I Trapezoidal Loads(plf) Vert:1=-45-to-22=-22 70)9th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads 2) Vert:7-2-2 Vert: 2=22,7-8=-22,9-15=-18 Concentrated Loads(Ib) Vert:7=-500 1=-82 Trapezoidal Loads(plf) Vert:1=45-to-22=-22 10th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-22=-22,7-8=-22,9-15=-18 Concentrated Loads(Ib) Vert:1=-82 2=-500 12 Trapezoidal Loads(plf) Vert:1=-45-to-22=-22 11th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-22=-22,7-8=-22,9-15=-18 Concentrated Loads(Ib) Vert:1=-82 3=-500 Trapezoidal Loads(plf) Vert:1=-45-to-22=-22 t) 12th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-22=-22,7-8=-22,9-15=-18 Concentrated Loads(Ib) Vert:1=-82 4=-500 ii Trapezoidal Loads(plf) Vert:1=45-to-22=-22 13th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-22=-22,7-8=-22,9-15=-18 I Concentrated Loads(Ib) Vert:5=-500 1=-82 Trapezoidal Loads(plf) Vert:1=45-to-22=-22 ntinued on Daae 11 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 Frei 'building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M i iei It' 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 21367-5S K5962551 367-5S A03-D MONO TRUSS 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:37 2019 Page 11 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-81 Fff4Lsjn6B5gGkVO4F4Uf3T2NzFk7xnasnCczS2fe IAD CASE(S) Standard 14th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-22=-22,7-8=-22,9-15=-18 I Concentrated Loads(Ib) Vert:1=-82 6=-500 Trapezoidal Loads(plf) Vert:1=-45-to-22=-22 76) 15th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 I Uniform Loads(pif) Vert:7-22=-22,7-8=-22,9-15=-18 Concentrated Loads(Ib) Vert:7=-500 1=-82 Trapezoidal Loads(plf) Vert:1=-45-to-22=-22 16th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-22=-22,7-8=-22,9-15=-18 Concentrated Loads(Ib) I Vert:1=-82 26=-500 Trapezoidal Loads(plf) Vert:1=-45-to-22=-22 78) 17th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) I Vert:7-22=-22,7-8=-22,9-15=-18 Concentrated Loads(Ib) Vert:1=-82 27=-500 Trapezoidal Loads(plf) Vert:1=-45-to-22=-22 11) 18th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-22=-22,7-8=-22,9-15=-18 Concentrated Loads(Ib) Vert:1=-82 28=-500 1 Trapezoidal Loads(plf) Vert:1=-45-to-22=-22 19th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) I Vert:7-22=-22,7-8=-22,9-15=-18 Concentrated Loads(lb) Vert:1=-82 29=-500 Trapezoidal Loads(plf) Vert:1=-45-to-22=-22 20th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-22=-22,7-8=-22,9-15=-18 Concentrated Loads(Ib) Vert:1=-82 30=-500 I Trapezoidal Loads(plf) Vert:1=-45-to-22=-22 21st Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-22=-22,7-8=-22,9-15=-18 I Concentrated Loads(Ib) Vert:1=-82 31=-500 Trapezoidal Loads(plf) Vert:1=-45-to-22=-22 83)22nd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 I Uniform Loads(plf) Vert:7-22=-22,7-8=-22,9-15=-18 Concentrated Loads(Ib) Vert:15=-500 1=-82 Trapezoidal Loads(plf) Vert:1=-45-to-22=-22 23rd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-22=-22,7-8=-22,9-15=-18 Concentrated Loads(Ib) 45Vert:1=-82 14=-500 Trapezoidal Loads(plf) Vert:1=-45-to-22=-22 24th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) I Vert:7-22=-22,7-8=-22,9-15=-18 Concentrated Loads(Ib) Vert:1=-82 13=-500 ntinued on oaae 12 iMIII 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 A building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MST®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 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 Truss Truss Type Qty Ply 21367-5S K5962551 67-5S A03-D MONO TRUSS 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:37 2019 Page 12 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-81 Fff4Lsjn6B5gGkVO4F4Uf3T2NzFk7xnasnCczS2fe 1AD CASE(S) Standard Trapezoidal Loads(plf) Vert:1.45-to-22=-22 I)25th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-22=-22,7-8=-22,9-15=-18 Concentrated Loads(lb) Vert:12=-500 1=-82 Trapezoidal Loads(plf) Vert:1=45-to-22=-22 26th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-22=-22,7-8=-22,9-15=-18 Concentrated Loads(Ib) I Vert:1=-82 11=-500 Trapezoidal Loads(plf) Vert:1=-45-to-22=-22 88)27th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) IVert:7-22=-22,7-8=-22,9-15=-18 Concentrated Loads(lb) Vert:1=-82 10=-500 Trapezoidal Loads(plf) Vert:1=-45-to-22=-22 I)28th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-22=-22,7-8=-22,9-15=-18 Concentrated Loads(Ib) I Vert:9=-500 1=-82 Trapezoidal Loads(plf) Vert:1=-45-to-22=-22 I I I I I 1 I I I t WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mott 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 M'Tel(' 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,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 Truss Truss Type Qty Ply 21367-5S K5962552 67-5S AO3A-D MONO TRUSS 1 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:34 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjvxF-kSZX021_QskcENY9ptWYSr1 XcrNk2EjU5dd7bHzS2fh 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 = 8x12 = 0.25 12 I 15x6 = 4x6 = 3x4 II 4x6 = 3x6 = 354 = I 19 20 2 21 3 22 23 4 24 5 25 6 26 7 8 nIIIIII •' w a4 `_�� illIII �� VA i h h h.. o 01 th N 16 27 15 28 14 29 13 30 12 31 11 32 9 i 3x6 H 5x8 = 10 3x6 = 5x8 M18SHS = 3x6 = 3x8 = 6x6 I I 2-11-8 7-11-8 12-11-8 17-11-8 22-11-8 28-9-0 i 2-11-8 5-0-0 5-0-0 5-0-0 5-0-0 5-9-8 ate Offsets(X,Y)-- [1:0-7-4,Edge],[5:0-3-0,0-3-0],[13:0-4-0,0-3-4],[18:0-3-0,0-1-0] TCLL) ADING (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 0.86 Vert(LL) -0.28 12-13 >999 360 MT20 220/195 IIEDL 11.0 Lumber DOL 1.15 BC 0.88 Vert(CT) -0.50 12-13 >667 240 M18SHS 220/195 LL 0.0 * Rep Stress Incr NO WB 0.99 Horz(CT) 0.06 10 n/a n/a DL 9.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.26 12-13 >999 240 Weight:132 lb FT=20% 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 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 5-6-1 oc bracing. EBS 2x4 DF Stud/Std*Except* 17-18:2x6 DF 1800F 2.1 E,7-10:2x4 DF No.1&Btr THERS 2x4 DF No.1&Btr EACTIONS. (lb/size) 10=1334/Mechanical,18=1625/0-5-8 Max Horz 18=241(LC 36) Max Uplift 10=-762(LC 39),18=-1013(LC 30) Max Gray 10=1538(LC 24),18=1919(LC 25) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 16-18=-102/519,1-18=-1880/1010,1-2=-2172/1240,2-3=-4443/2001,3-4=-5083/2222, 4-5=-4564/2063,5-6=-3102/1586,6-7=-948/917,7-10=-534/55 T CHORD 15-16=-798/777,14-15=-1849/3625,13-14=-2284/4956,12-13=-2294/4957, 11-12=-1963/3953,10-11=-1339/2160 EBS 1-15=-1475/2600,2-15=-2523/1568,2-14=-1203/1662,3-14=-1454/1253, 3-13=-1012/1075,4-13=-955/1123,4-12=-1247/1087,5-12=-975/1346,5-11=-1721/1146, 6-11=-1018/1811,6-10=-2330/1267 y TES- �} PRoI Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; ,` , �sc� 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 ,Gj �G 1 N Ea, /® exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate �C.r '71 ry7 grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 89200PEAtm Provide are MT 0dplates o preveht water ndicated ng. All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. , llir*-. ,,,...-------,� *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. OREGON Refer to girder(s)for truss to truss connections. 4! to i's.8 Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify1111 C) Ct f - 2° , capacity of bearing surface. J j (-AN- IProvide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ` R t v 10=762,18=1013. 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 EXPIRES: 2-31-201 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 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 April 11,2019 drag loads along bottom chord from 0-0-0 to 28-9-0 for 300.0 plf. ntlnk, on !►WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10A03/2015 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 0.�T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IIYI f IPk'. it 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 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 21367-5S K5962552 367-5S AO3A-D MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:34 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-kSZX021_QSkcENY9ptWYSr1 XcrNk2EjU5dd7bHzS2fh IOTES- 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. 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:7-23=-72,7-8=-72,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-123-to-23=-72 I I I I I I 1 I I 1 I I I t ..., WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MO-7473 rev.10/03/2015 BEFORE USE. 1 mt 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 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 tmsses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 end 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 21367-5S 0 K5962553 367-5S A04 MONO TRUSS 25 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:38 2019 Page 1 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-cDp1 sQLUU5E2i_rw2jbUdhBC7Si2_6340EbKk2zS2fd I 5-6-0 I 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 I 1 5x6 = 3x6 = 3x4 II 3x6 = 3x4 = I 17 18 2 19 3 20 21 4 22 5 23 6 i MallI 1'54 11 I I 4 P I'Pr VI..' 'P g — Q M 4 I ail N C. N 111 14 3x6 I I 24 13 25 12 26 11 27 10 3x4 = 28 9 1 3x8 = 5x8 = 3x4 = 8 458 = 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) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid 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 CDL 11.0 Rep Stress Incr NO WB 0.71 Horz(CT) 0.03 9 n/a n/a CLL 0.0 * Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.10 11-12 >999 240 Weight:111 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins, T CHORD 2x4 DF No.1&Btr*Except* except end verticals. 8-12:2x4 DF 2400E 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 ITHERS 2x4 DF No.1&Btr EACTIONS. (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=-278(LC 8) (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. IIRCES. P CHORD 14-16=-102/518,1-16=-1360/286,1-2=-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 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; 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 q^� exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate LV PR©F grip DOL=1.60 -<(-1-‘ ‘-1-90 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 5 �G /p 3)Provide adequate drainage to prevent water ponding. 4, IThis truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. LCI '}� 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 4t' 89200P 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 i - capacity of bearing surface. -•�.t 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 278 lb uplift atA_OREGON 4, joint 16. ��"-47 Q\�` iA. 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 }' 14, '2 �`T panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 4) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 0 i �R" 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. EXPIRES: 12-31-201 9 LOAD CASE(S) Standard April 11,2019 ntirntad on nRoe 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. 11111,° 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 tTek° 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 MEM 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 21367-5S 0 K5962553 367-5S A04 MONO TRUSS 25 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 3 Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:38 2019 Page 2 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-cDp1 sQLUU5E2i_rw2jbUdhBC7Si2_6340EbKk2zS2fd 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 I Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-123-to-21=-72 I I I I I I 1 I I I 1 I I I ®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 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 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/fP/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 lb Truss Truss Type Qty Ply 21367-5S K5962554 367-5S A04-D MONO TRUSS 1 1 L- Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 8 Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:40 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-ZcwoH5Nk?iVmyl?JA8dyi6GajGPgS5tNTY4RpxzS2fb I 5-6-0 I 10-6-0 15-6-0 20-6-0 5-0-0 23-9-8 5-6-0 5-0-0 5-0 0 3-3-8 Scale=1:40.7 I 4x6 = 5x12 = 0.25 12 1 5x6 = 3x4 = 3x4 = 3x4 = 1.5x4 I 16 17 2 18 3 19 20 4 21 5 22 6 7 IM 13 MI hUl 1 o N 7 17N INI ikK2 LI I I •�i�i�i�i�i... I..•ii* .••:•.��•i•�i�•.•..; III*•��41i1i . ii•i••i•��.••. ��•:••••0�� • •:•II.��ii ��•.II �i�i�: Oiiiiiiiiiiiiiiii�iiiiiiiiiiiiiiiii� iiiiiiiiiiiiiiiiiiii� 3x4 I I3x4 = 3x4 = 6x6 = I 13 23 3x4 =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 L/d 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 DL I LL 10.0 1.0 Rep Stress Incr NO WB 0.44 Horz(CT) -0.01 7 n/a n/a CDL 9.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) -0.00 8-9 >999 240 Weight:111 lb FT=20 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(jt=length)15=0-5-8. (lb)- 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) rORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)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 T 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 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; 10.0 PRQF 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 ..�_\` {6'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 C?Z5 C'Gt� R /° TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.10 89204PE ,.. 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 ..4%' - will fit between the bottom chord and any other members. Bearing at joint(s)7,15 considers parallel to grain value using ANSIRPI 1 angle to grain formula. Building designer should verify I capacity of bearing surface. 7ORE � 4, Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 483 lb uplift at joint 7,693 lb uplift at In Cr j. �� k 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 '9y 14 r 20 I- uplift at j nt IThis 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 - 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 EXPIRES: 2- 1- 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 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. H 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�p mems building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 'y'1Tek 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/TPI7 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 21367-5S 0 K5962554 367-5S A04-D MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:40 2019 Page 2 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-ZcwoH5Nk?iVmyl?JA8dyi6GajG PgS5tNTY4RpxzS2fb IOTES- 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. OAD CASE(S) Standard Dead+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 I Trapezoidal Loads(pif) Vert:1=-123-to-20=-72 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 MlTEK REFERENCE PAGE Mf1-7473 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 t 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'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 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 Immo. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-5S K5962555 367-55 A04-MS MONO TRUSS 4 1 Job Reference(optional) Pacific Lumber&Truss Co.,Beaverton,OR 97005 8.240 s Mar 10 2019 MiTek Industries,Inc. Thu Apr 11 09:06:47 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-63rXBWkjjFBOH9FQcK2GDkD6N FVE38U6HNYObezRp9c 1 5-6-0 10-6-0 15-6-0 20-6-0 5-0-0 23-9-8 5-6-0 5-0-0 5-0-03-3-8 Scale=1:40.1 I 4x6 = 8x12 = 0.25 12 1 7x6 = 4x12 = 3x4 II 3x8 = 3x4 = I 17 18 2 19 3 20 21 4 2223 5 24 6 7 v. : ...- 114.1P.001.... . Igill .10 c Z �o 1 am V a i 14 25 13 26 12 27 11 28 2910 30 9° 3x8 I I 4x6 = 7x6 = 3x4 = 4x6 = 8 4x6 = 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)-- [1:0-3-0,0-3-10],[1:0-7-5,0-4-14],[1:0-1-12,0-0-0],[4:0-3-0,0-4-8],[12:0-3-0,0-4-8] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.15 11 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.62 Vert(CT) -0.26 11 >999 240 CDL 11.0 Rep Stress Incr NO WB 0.90 Horz(CT) 0.03 9 n/a n/a CLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.10 11 >999 240 Weight:144 lb FT=20% CDL 9.0 LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 4-6-6 oc purlins, except OT CHORD 2x6 DF 1800F 2.1E111 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 I EACTIONS. (lb/size) 9=1866/0-2-8,16=1646/0-5-8 Max Horz 16=153(LC 9) Max Uplift 9=-342(LC 12),16=-325(LC 8) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 14-16=-57/534,1-16=-1578/331,1-17=-1844/373,17-18=-1838/373,2-18=-1837/373, 2-19=-4243/803,3-19=-4237/803,3-20=-5013/938,20-21=-5010/938,4-21=-5007/938, 4-22=-4096/753,22-23=-4083/751,5-23=4082/751,6-9=-513/53 BOT CHORD 13-26=-695/3451,12-26=-695/3451,12-27=-935/4874,11-27=-935/4874,11-28=-939/4979, 28-29=-939/4979,10-29=-939/4979,10-30=485/2570,9-30=485/2570 I EBS 2-13=-1973/430,2-12=-124/999,3-12=-795/221,3-11=-272/440,4-11=-180/527, 4-10=-1136/281,5-10=-303/1969,5-9=-3071/607,1-13=-361/2044 NOTES- 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; 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 ® PR OF tS exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate 2)TCLL::ASCE D7lik - 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 (.1\ �t N� 15)<c) „. 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. II gt �pp� {" *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)Bearing at joint(s)16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 41 �y capacity of bearing surface. CC `erg )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 342 lb uplift at joint 9 and 325 lb uplift at �. R ��EDc joint 16. 40 <f) '9 ' 14 rL(y't 4' , 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� iQ` panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. `�l,�'�RIO- I0) 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 17-7-12,and 104 lb down and 27 lb up at 0-2-12 on top chord,and 633 lb down and 163 lb up at 17-7-12 on bottom chord. The EXPIRES: 12-31-2019 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(B). UI I115IUCU vii payw c OA )-tSADEka, n parameters �� and READ NOTES ON THIS AND INCLUDED M1TEK 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 1/� 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 I Truss A04-MS Truss Type MONO TRUSS Qty 4 1 Ply 21367-5S Job Reference(optional) K5962555 367-5S Pacific Lumber&Truss Co.,Beaverton,OR 97005 8.240 s Mar 10 2019 MiTek Industries,Inc.Thu Apr 11 09:06:47 2019 Page 2 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-63rXBW kjjFBOH9FQcK2GDkD6N FVE38U6HNYQbezRp9c IOAD 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 22=-500(F)29=-500(F) Trapezoidal Loads(plf) Vert:1=-123-to-21=-72 I I I I I I 1 I 1 I I I I 1 __ WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10703J2075 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 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/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 b367-5S Truss A05 Truss Type MONO TRUSS Qty Ply 1 1 21367-5S K5962556 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:42 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-V_2YinP?XJITBb9hHZgQnXMu733zww2gxsZYtgzS2fZ I 5-6-0 10-6-0 15-6-0 20-6-0 5-0-0 23-9-8 5-6-0 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 = 1 17 78 2 19 3 20 21 4 22 5 23 6 7 : 'C M MIA4 51' 14111,1A1A1611' !INV o11141prAl O m CV N t N IM. Yin I 14 24 13 25 12 26 11 27 10 28 9 3x6 I 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(Xy)-- [1:0-7-4,0-3-0],[4:0-3-0,0-3-0],[12:0-4-0,0-3-0] "LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/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 CDL 11.0 Rep Stress Incr NO WB 0.71 Horz(CT) 0.03 9 n/a n/a CLL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.10 11-12 >999 240 Weight:111 lb FT=20 CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr01 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=1390/0-5-8 i Max Horz 16=155(LC 9) Max Uplift 9=-205(LC 12),16=-278(LC 8) IORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 14-16=-102/518,1-16=-1360/286,1-2=-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 irEBS 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; 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 L� PR( j[r grip DOL=1.60 ,`� t )TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 _\5 04G t N___P- -„9:10../(% 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.0 �✓ 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 89200PE 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 '� �t�°•°" '�� capacity of bearing surface. 4 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 205 lb uplift at joint 9 and 278 lb uplift atOREGON p(� joint 16. L• 4"17 �(k 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 /n )' 14 2° - panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. V I ' 1?) I0)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. R A)t` W 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. EXPIRES: 12-31-2019 LOAD CASE(S) Standard April 11,2019 ntinued on Daae 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mt1-7473 rev.70/03l2015 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 �/Ar building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ILA iTek* 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,OSB-B9 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314mom. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-5S 0 K5962556 367-5S A05 MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:42 2019 Page 2 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-V_2YinP?XJITBb9hHZgQnXMu733zww2gxsZYtgzS2fZ 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 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.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 NE 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'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 ANSUTP/1 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314Quality Criteria,OSB-89 and BCS/Building Component =we. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-5S 0 K5962557 367-5S A06 MONO TRUSS 10 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:44 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-RNAI7TQF3x?BRvJ4P_iusyREBtm50p3zOA2fyizS2fX II 5-2-4 10-5-8 15-5-8 20-5-8 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' I6x6 = 0.25 12 8 4x12 5x6 = 3x6 = 3x4 = 3x6 = 3x4 = i: 19 20 2 21 3 22 23 4 24 5 25 6 26 7 8 2. t. I O IA ra .0 n M N LW N 17 27 16 28 M 29 14 30 13 31 12 32 11 33 19 15 10 3x6 3x4 3x4 3x8 = 5x6 = 3x4 = 3x4 = 4x8 I 2-11-8 1 4-11-8 5- 114 7-11-8 12-11-8 17-11-8 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 LADING te Offsets(X,V)-- [5:0-3-0,0-3-0],[13:0-3-0,0-3-4] (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/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 CDL 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&Btrit 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 I EACTIONS. (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 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- 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)0-2-12 to 3-2-12,Interior(1)3-2-12 to 28-9-0 zone;cantilever left and right tx0) PR Qi's� 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 Gt N , 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 �� IS p Provide adequate drainage to prevent water ponding. ��✓ }7{ 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 20.0psf 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. 1 - / .—. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. 1 IProvide 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. OREGON 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 ,G. 2j ZQN . panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 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 /� p7 ' �� 0-2-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. +l IOAD CASE(S) Standard EXPIRES: 12-31-201 9 April 11,2019 ntinued on Dame 2 AI WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERENCE PAGE M!l-7473 rev.7 0/0 312 0 1 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 l �.< 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 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 ANSUTP/1 Quality 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. ammoCriteria,DSB-89 and BCSI Building Component Corona,CA 92880 b Truss Truss Type Qty Ply 21367-5S II K5962557 367-5S A06 MONO TRUSS 10 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:44 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-RNAI7TQF3x?BRvJ4P_iusyREBtm5Op3zoA2fyizS2fX 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 I I I I I I I I i I I I I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK 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 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 alek{ 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 Oty Ply 21367-5S 0 K5962558 367-5S A07 MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:45 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-vzkhKpRtgE7223uGzhD7PA_PxH6K7GJ6dgoCU9zS2fW I5-2-4 10.5-8 15-5-8 20-5-8 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 12 18 5x6 = 3x6 = 3x4 II 4x12 = 3x6 = 3x4 = 1 19 20 2 21 3 22 23 4 24 5 25 6 26 7 8 N.'NplppplprIIIIIIIIIIIrNh: o1? M N N y _ p �� 17 27 16 28 0.3329 14 30 13 31 12 32 11 33 9 15 10 I3x6 3x4 = 3x4 II3x8 = 5x6 = 3x4 = 3x4 = 4x8 I 2-11-8 4-11-8 5-214 7-11-8 12-11-8 17-11-8 22-11-8 i 28-9-0 2-11-8 2-0-0 012 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] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TOLL 25.0 (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.92 Vert(LL) -0.11 12-13 >999 360 MT20 220/195 Lumber DOL 1.15 BC 0.94 Vert(CT) -0.30 12-13 >945 240 'CDL 11.0 CLL 0.0 * Rep Stress!nor NO WB 0.75 Horz(CT) 0.04 10 n/a n/a CDL 9.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.08 12 >999 240 Weight:135 lb FT=20% LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr 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 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 I 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 IT 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 I 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 0,-.`\ ,. � ��} P �� exposed;end vertical left anti right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 . �`('ti�� r1� / 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 ,ct.�J_ �Cij� 'T ��"j IProvide adequate drainage to prevent water ponding. oon -F+� This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. o7G�{}�}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 will fit between the bottom chord and any other members. ,rallV��/ 6)Refer to girder(s)for truss to truss connections. 4'.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. �Ya OREGON 4o 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 Cr l� ��N . �A panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 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 1t. ' j �" 10-2-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. +'! R R�, ,. AD CASE(S) Standard EXPIRES: 12-31-2019 April 11,2019 ntinued on Daae 2 Ai WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.f 0/03/2015 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 iVI 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 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 21367-5S K5962558 367-5S A07 MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:45 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-vZkhKpRtgE7223uGzhD7PA_PxH6K7GJ6dgoCU9zS2fW 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 I Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-126-to-23=72 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 �fl 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 ANSUTPl1 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 21367-5S K5962559 1367-5S B01 MONO TRUSS 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 8 Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:46 2019 Page 1 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-Nml3Y9SVbYFvgDSS W PkMxN WaJhTzsgDGsUXmObzS2fV 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=1:51.0 I 4x6 = 0.25 12 4x6 = 4x8 = 5x6 = 8x12 = 4x8 = 3x4 = 3x4 = 4x6 = 1 1 19 2 20 3 21 4 22 5 23 24 6 25 T 16 WO o o /\ c•:,O N Aa\lr7\IrAIL 14 26 13 27 12 28 11 29 10 30 9 31 8x8 = 4x6 = 3x4 = 5x8 M18SHS = 3x6 = 6x6 = 3x6 I I 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 ate Offsets(Xy)-- [3:0-3-0,0-3-4],[7:0-3-12,Edge],[11:0-4-0,0-3-4],[14:Edge,0-3-8] AGING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.95 Vert(LL) -0.22 11-12 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.85 Vert(CT) -0.41 11-12 >820 240 M18SHS 220/195 DL 11.0 Rep Stress Incr NO WB 0.96 Horz(CT) 0.04 18 n/a n/a LL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.16 11-12 >999 240 Weight:147 lb FT=20% DL 9.0 LUMBER- BRACING- P CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-10 oc purlins, 3-7:2x4 DF 2400F 2.0E except end verticals. T CHORD 2x4 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 8-9-2 oc bracing. EBS 2x4 DF Stud/Std*Except* 15-17,16-18:2x6 DF 1800F 2.1E THERS 2x4 DF No.1&Btr EACTIONS. (lb/size) 17=2121/0-5-8,18=2121/0-5-8 Max Horz 17=161(LC 9) Max Uplift 17=412(LC 8),18=-380(LC 12) ItRCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 14-17=-341/1901,1-17=-588/81,2-3=-3345/636,3-4=-4702/892,4-5=-4741/899, 5-6=-3667/702,6-7=-1424/292,8-18=-105/519,7-18=-2088/382 BOT CHORD 13-14=-419/2217,12-13=-801/4326,11-12=-916/4969,10-11=-812/4431,9-10=-518/2837 'EBS 7-9=-373/2172,6-9=-2186/451,6-10=-185/1265,5-10=-1160/262,5-11=-39/644, 4-11=-466/158,4-12=-488/144,3-12=-59/673,3-13=-1427/325,2-13=-246/1583, 2-14=-2850/566 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; I 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 ��Q PR QFC exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate �, ' 1. grip DOL=1.60 5� GINE, •• t f 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 ,*\,. �� 'T �/lw, 0 Provide adequate drainage to prevent water ponding. All plates are MT20 plates unless otherwise indicated. ,�. gg'�Qt P C' 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. 4•0 Bearing at joint(s)17,18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify s I capacity of bearing surface. CC -9 OREGON Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 412 lb uplift at joint 17 and 380 lb uplift L- 4 t„,` /ti f� at joint 18. }r 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 tf �' 2.°( �° Ipanel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. + R R t�L Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). EXPIRES: 12-31-2019 LOAD CASE(S) Standard April 11,2019 ntinued on Dane 2 A / WARNING-Verify design peramefers and READ NOTES ON THfS AND INCLUDED M1TEK REFERENCE PAGE Mtt-7473 rev.YO/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 IYltT'®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?PI i 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 21367-5S 0 K5962559 367-5S 601 MONO TRUSS 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:46 2019 Page 2 I D:BRY3ax W kgv6k2RkzwEh B9dzjVxF-N m l3Y9S VbYFvg DSS W PkMxN W aJhTzsg DGsUXmObzS2tV I OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:3-23=-112(F=-40),8-14=-18 Trapezoidal Loads(plf) Vert:1=-192(F=-40)-to-3=-111(F=-40),23=-112(F=-40)-to-7=-192(F=-40) 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 Ml1-7473 rev.10/03/2015 BEFORE USE. mil" Design valid for use only with MiTek5i 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 temporaryand permanent bracing MiTek' is always required for stabilityand 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 Duality 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 21367-5S K5962560 67-5S03 B01-G MONO TRUSS 2 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:48 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-K8PpygTm79VdvWcrepnglocOdUC2KenYJoOs5TzS2fT I 1 3-6-8 3-6-8 1 8-6-8 5.0-0 1 13-6-8 5-0-0 1 18-6-8 5-0-0 1 23-6-8 5-0-0 I 29-0-0 5-5-8 1 Scale=1:51.1 1 4x6 = 0.25 12 4x6 = I 4x8 = 5x12 = 5x6 = 3x4 = 3x4 = 3x6 = 4x6 = 25 6 26 T 1 1 19 2 20 3 21 4 22 23 24 5 16 1411Fr K d 1 - uHaI \A/HALA/u Y 18 csi 14 27 13 28 12 29 11 30 10 31 9 32 8 33 I 4x8 = 3x6 = 3x4 = 5x6 = 3x4 = 4x6 = 1.5x4 II I 1 6-0-8 1 11-0-8 16-0-8 21-0-8 26-0-8 1 29-0 -0 1 6-0-8 5-0-0 5-0-0 5-0-0 5-0-0 2-11-8 LNG ffsets(X,Y)-- [3:0-3-0,0-3-0],[7:0-4-0,0-3-0],[11:0-2-12,0-3-0] (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.18 11-12 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.68 Vert(CT) -0.32 11-12 >999 240 DL 11.0 Rep Stress lncr NO WB 0.70 Horz(CT) 0.03 18 n/a n/a CLL 0.0 * Code IBC20151TP12014 Matrix-MS Wind(LL) 0.14 11-12 >999 240 Weight:293 lb FT=20% DL 9.0 LUMBER- BRACING- iexceP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 5-2-13 oc purlins, T CHORD 2x4 DF No.1&Btr pt end verticals. BS 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 IEACTIONS. (lb/size) 17=2910/0-5-8,18=2899/0-5-8 Max Horz 17=161(LC 11) Max Uplift 17=-698(LC 8),18=-565(LC 12) Max Gray 17=2912(LC 22),18=2899(LC 1) IORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 14-17=-529/2695,1-17=-541/179,2-3=-4825/985,3-4=-6832/1391,4-5=-6900/1405, 5-6=-5304/1087,6-7=-2038/438,8-18=-101/524,7-18=-2854/564 BOT CHORD 13-14=-654/3070,12-13=-1242/6222,11-12=-1428/7166,10-11=-1269/6397, I 9-10=-789/4001 EBS 7-9=-608/3165,6-9=-3031/645,6-10=-358/1990,5-10=-1657/373,5-11=-112/772, 4-11=-491/132,4-12=-535/150,3-12=-143/873,3-13=-2028/459,2-13=-456/2469, 2-14=-3941/820 IOTES- r,....\ - PR fie 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: �} { C Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-7-0 oc. t� Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. °j� G I N ��Webs connected as follows:2x4-1 row at 0-9-0 oc. /lr • 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. 89200P E` Wind:ASCE 7-10;Vult=12Omph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=4Oft;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 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 d "" TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10OREGON 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. /6 )' 1 , '2© ktx � 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 fi p '� will fit between the bottom chord and any other members. /-'}R 1 EXPIRES: 12-31-2019 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. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 698 lb uplift at joint 17 and 565 lb uplift at joint 18. 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. 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 M 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 ANSUTP/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 Truss Truss Type Qty Ply 21367-5S K5962560 67-5S B01-G MONO TRUSS 2 e� G Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 6 Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:48 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-K8PpygTm79VdvWcrepnglocOdUC2KenYJoOs5TzS2fT TES- ) 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.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. 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)22 lb down and 109 lb up at 0-2-12 on top 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:22-23=-132(F=-60),14-33=53(F=-35),8-33=-18 Trapezoidal Loads(plf) IVert:1=-183(F=-60)-to-22=-132(F=-60),23=-132(F=-60)-to-7=-183(F=-60) •Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:22-23=-111(F=-52),14-33=-48(F=-30),8-33=-18 Concentrated Loads(lb) IVert:1=11 Trapezoidal Loads(plf) Vert:1=-155(F=-52)-to-22=-111(F=-52),23=111(F=-52)-to-7=-155(F=52) 3)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=27 Trapezoidal Loads(plf) Vert:1=-96(F=-40)-to-22=-62(F=-40),23-62(F=40)-to-7=-96(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=98 Trapezoidal Loads(plf) Vert:1=50(F=12)-to-2=48(F=12),2=42(F=12)-to-22=34(F=12),23=34(F=12)-to-7=44(F=12) 5)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 Concentrated Loads(Ib) Vert:1=93 ITrapezoidal Loads(plf) Vert:1=37(F=8)-to-22=30(F=8),23=30(F=8)-to-7=37(F=8) 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=19 Trapezoidal Loads(plf) Vert:1=-119(F=-46)-to-22=-79(F=-46),23=-79(F-46)-to-7=-119(F=46) IDead+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=19 I Trapezoidal Loads(plf) Vert:1=-119(F=-46)-to-22=79(F=-46),23=-79(F=46)-to-7=-119(F=-46) 8)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(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=97 Trapezoidal Loads(plf) Vert:1=48(F=11)-to-22=38(F=11),23=38(F=11)-to-7=48(F=11) 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 IConcentrated Loads(Ib) Vert:1=109 Trapezoidal Loads(plf) Vert:1=48(F=20)-to-22=32(F=20),23=32(F=20)-to-7=48(F=20) ntimted nn Wane 3 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 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 t Truss Truss Type Qty Ply 21367-5S K5962560 367-5S B01-G MONO TRUSS 2 e� G Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:48 2019 Page 3 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-K8PpygTm79VdvWcrepngl ocOdUC2KenYJoOs5TzS2fT itAD CASE(S) Standard 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 IHorz:1-14=25,1-15=43,1-7=-25,7-8=9,7-16=29 Concentrated Loads(Ib) Vert:1=1 Trapezoidal Loads(plf) Vert:1=-106(F=-59)-to-22=-56(F=-59),23=-56(F=-59)-to-7=-106(F=-59) Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 I/1 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 Trapezoidal Loads(plf) Vert:1=-68(F=-30)-to-22=-42(F=-30),23=-42(F=-30)-to-7=-68(F=-30) 12) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) I 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=97 Trapezoidal Loads(plf) Vert:1=48(F=11)-to-22=38(F=11),23=38(F=11)-to-7=48(F=11) 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(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) I ) Vert:1=96 Trapezoidal Loads(plf) Vert:1=30(F=10)-to-22=22(F=10),23=22(F=10)-to-7=30(F=10) ) Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 iiUniform 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,i-7=-36,7-8=17,7-16=29 Concentrated Loads(Ib) 0, Vert:1=97 Trapezoidal Loads(plf) Vert:1=48(F=11)-to-22=38(F=11),23=38(F=11)-to-7=48(F=11) 5)Dead+0.6 MWFRS Wind(Pos.Internal)4th 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=96 Trapezoidal Loads(plf) Vert:1=30(F=10)-to-22=22(F=10),23=22(F=10)-to-7=30(F=10) I) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,22-23=-46(F=-49),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 IConcentrated Loads(Ib) Vert:1=14 Trapezoidal Loads(plf) • Vert:1=-88(F=49)-to-22=-46(F=49),23=-46(F=-49)-to-7=88(F-49) 17) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 IUniform 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 Concentrated Loads(Ib) Vert:1=14 I Trapezoidal Loads(plf) Vert:1=-104(F=-49)-to-22=-61(F=-49),23=-61(F=49)-to-7=104(F=49) 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 IConcentrated Loads(Ib) Vert:1=46 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=49(F=-27),23=-49(F=-27)-to-7=-71(F=27) 19) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 IUniform 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 ntinued nn nane 4 I1 nu A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. MOM" 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 i• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing I liTek° 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 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 21367-5S K5962560 367-5S B01-G MONO TRUSS 2 n L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:48 2019 Page 4 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-K8PpygTm79VdvWcrepnq 1 ocOdUC2KenYJoOs5TzS2fT LAD CASE(S) Standard Concentrated Loads(Ib) Vert:1=-22 Trapezoidal Loads(plf) Vert:1=-181(F=76)-to-22=-116(F=-76),23=-116(F-76)-to-7=-181(F=-76) I ) 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(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=8 I Trapezoidal Loads(plf) Vert:1=-153(F=-54)-to-22=-106(F=-54),23=-i06(F=-54)-to-7=153(F=54) 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=-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(lb) Vert:1=-12 1 Trapezoidal Loads(plf) Vert:1=-168(F=-69)-to-22=-109(F=-69),23=-109(F=-69)-to-7=-168(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 IHorz:1-14=-5,1-15=-22,1-7=-8,7-8=-17,7-16=22 Concentrated Loads(Ib) Vert:1=-12 Trapezoidal Loads(plf) 13 Vert:1=-179(F=-69)-to-22=-121(F=-69),23=121(F=-69)-to-7=-179(F=-69) Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:22-23=-115(F=-53),14-33=-53(F=-35),8-33=-18 Concentrated Loads(Ib) Vert:1=9 I TrapezoiVel Loads(plf) Vert:1=-161(F=-53)-to-22=-115(F=-53),23=-115(F=-53)-to-7=-161(F=-53) 4) 1st Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) 11 Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:1=-454 Trapezoidal Loads(plf) Vert:1=-71(F=27)-to-22-49(F=-27),23=-49(F=-27)-to-7=71(F=-27) f)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=46 19=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-49(F=-27)-to-7=-71(F=27) rs) 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 IConcentrated Loads(Ib) Vert:1=46 20=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-49(F=-27)-to-7=71(F=27) 27)4th 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=46 21=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=49(F=-27),23=-49(F=-27)-to-7-71(F=27) 8) 5th 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) 24 Vert:1=46 - - Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=27),23=-49(F=-27)-to-7=-71(F=-27) 9)6th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) IIIVert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:1=46 25=-500 ntimtad nn Dane F f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE.#1 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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/TPIf 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 Truss Truss Type Qty Ply 21367-5S K5962560 367-5S B01-G MONO TRUSS 2 n L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 S Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:48 2019 Page 5 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-K8PpygTm79VdvWcrepnglocOdUC2KenYJoOs5TzS2fT AD CASE(S) Standard Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-49(F=-27)-to-7=71(F=-27) 0)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=46 26=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-49(F=-27)-to-7=71(F_27) )8th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 1 5 Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) IVert:1=46 7=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-49(F=-27)-to-7=-71(F=27) 32)9th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) IVert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:1=46 7=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-49(F=-27)-to-7=71(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=46 2=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-49(F=27)-to-7-71(F=-27) 4) 11th 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 II Concentrated Loads(Ib) Vert:1=46 3=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-49(F=27)-to-7=-71(F=-27) I) 12th 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=46 4=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-49(F=-27)-to-7=71(F=-27) 13th 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) l Vert:1=46 5=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=49(F=-27)-to-7=-71(F=27) 37) 14th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 I Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:1=46 6=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-49(F=-27)-to-7=-71(F=-27) I 15th 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=46 7=-500 Trapezoidal Loads(plf) - Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-49(F=-27)-to-7=-71(F=-27) 9) 16th Moving Load:Lumber Increase=1.25,Plate Increase 1.25 Uniform Loads(plf) Concentrated Vert:22-23Loads=4(Ib)9(F=-27), I 14-33=-33(F=-15),8-33=-18 Vert:1=46 27=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-49(F=-27)-to-7=-71(F=-27) ) 17th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 I Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33-33(F=-15),8-33=-18 I ntini red on naafi.6 ...... A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. let 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 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' 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/Mil 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 21367-5S K5962560 67-5S B01-G MONO TRUSS 2 e� L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:48 2019 Page 6 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-K8PpygTm79VdvWcrepngl ocOdUC2KenYJoOs5TzS2fT AD CASE(S) Standard Concentrated Loads(lb) Vert:1=46 28=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-49(F=-27)-to-7=71(F=-27) 1) 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) IVert:1=46 29=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-49(F=-27)-to-7-71(F=-27) 42) 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=46 30=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-49(F=-27)-to-7=-71(F=27) 13 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(lb) Vert:1=46 31=-500 ItTrapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-49(F=-27)-to-7=-71(F=27) 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=46 32=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F-1=-71(F=-27)-to-22=-49(F=-27),23=-49(F=-27)-to-7=71(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 Concentrated Loads(Ib) Vert:1=46 14=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-49(F=-27)-to-7=-71(F=27) 23rd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pie Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 I Concentrated Loads(Ib) Vert:1=46 13=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-49(F=-27)-to-7=-71(F=27) 47)24th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 I Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:1=46 12=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=49(F=-27)-to-7=-71(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 Concentrated Loads(Ib) Vert:1=46 11=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=49(F=-27)-to-7=-71(F=27) 49)26th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pie Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 11 Concentrated Loads(Ib) Vert:1=46 10=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-49(F=-27)-to-7=-71(F=27) I)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 Concentrated Loads(Ib) Vert:1=46 9=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=27),23=-49(F=27)-to-7=-71(F=27) 28th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 ntinued on Daae 7 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 MtTek` 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?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 lib Truss Truss Type Qty Ply 21367-5S K5962560 367-5S B01-G MONO TRUSS 2 n G Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:48 2019 Page 7 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-KBPpygTm79VdvWcrepnq 1 ocOdUC2KenYJo0s5TzS2fT TOAD 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=46 8=-500 I Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-49(F=-27)-to-7=71(F=-27) I I 1 I I I 1 1 I I I I I 1t WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITE)!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 /� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ,VOiTeke 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,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 21367-5S K5962561 367-SS B02 MONO TRUSS 22 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 8 Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:49 2019 Page 1 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-oKzBAAUOuTdUXgB1 CXI3Z084QuVX34o1YSmQdwzS2fS 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 i0.2512 4x6 = 5x12 = 5x6 = 354 = 3x4 = 3x6 = 3x4 II 3x8 = g 24 7 25 8 12 19 3 20 4 21 5 22 23 , z„,,\;1 17 C ,c7 _....."416'1\i/ N. ..146L27. \ C El O o 15 26 14 27 13 28 12 29 11 30 10 31 16 3x6 = 3x4 = 5x8 = 3x4 = 4x6 = 4x8 = 3x6 I 5-9-8 10-9-8I 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) I/dell Lid 5-0-0 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 DL 11.0 Rep Stress Incr NO WB 0.71 Horz(CT) 0.05 18 n/a n/a CLL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.12 12-13 >999 240 Weight:141 lb FT=20% DL 9.0 LUMBER- BRACING- OPTOP CHORD Structural wood sheathing directly applied or 2-0-2 oc purlins, T CHORD 2x4 DF 2400F 2.0E 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. 2-15:2x4 DF No.1&Btr,17-18:2x6 DF 1800F 2.1 E OTHERS 2x4 DF No.1&Btr IEACTIONS. (lb/size) 15=1334/0-2-8,18=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 tOT CHORD 14-15=320/1443,13-14=-511/2961,12-13=-619/3509,11-12=572/3224,, 10-11=-371/2086 t EBS 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 � ® PR( � exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate • .t t, 2)TCLLrip D::ASCE 77-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 C;~� �`' `�� "T ��g.r Provide adequate drainage to prevent water ponding. :� � 'SC 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. sf 100P,S.P.' 6)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. Provide mechanical connection(by others)of truss to bearing plate at joint(s)15. -9 A_47 }_OREGON 4, Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 250 lb uplift at joint 15 and 284 lb uplift I./ 9 0.\b A at joint 18. ' 14, rZ �y, 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 IW - v v panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. f�R t� UGraphical 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 EXPIRES: 1 -31-2019 28-6-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. April 11,2019 OAD CASE S Standard ntinked one 2 M WAR INRNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10103/2015 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 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 Qty Ply 21367-5S K5962561 367-5S B02 MONO TRUSS 22 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:49 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-oKzBAAUOuTdUXgB1 CXI3Z084QuVX34oiYSmQdwzS2fS 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 I Concentrated Loads(Ib) Vert:8=-82 Trapezoidal Loads(plf) Vert:22=-72-to-8=-123 I 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.10/03/2015 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?PIf 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 b Truss Truss Type Qty Ply 21367-5S K5962562 67-5S BO2B MONO TRUSS 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 S Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:50 2019 Page 1 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-GXXaN W V0fnIL9gm EI EpI6DhGvlpPocCrm6Vz9MzS2fR 3-4-6 8-4-6 13-4-6 18-9-14 i I I I I I 3-4-6 5-0-0 5-0-0 5-5-8 Scale:3/8"=1' I 0.25 12 4x6 =- 5512 5512 = 3x4 = 3x4 = 3x4 II 3x4 = 4 19 5 '� 20 6 17 18 13 1 2— 15 16 3 eeel tem ma we s Bo N O� 9 N C 14 c Y Y am Y_ 21 10 22 9 23 8 24 7 1211 3x4 = 3x4 = 3x4 = 3x6 II 4x8 = i 5-10-6 10-10-6 15-10-6 18-9-14 i 5-10-6 5-0-0 5-0-0 2-11-8 10 ate Offsets(X,Y)-- [6:0-6-0,0-3-0] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.09 10-11 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.95 Vert(CT) -0.20 10-11 >999 240 DL 11.0 Rep Stress Incr NO WB 0.45 Horz(CT) 0.02 14 n/a n/a CDL 9.0 LL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.03 9-10 >999 240 Weight:97 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, 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. 2-11:2x4 DF No.1&Btr,13-14:2x6 DF 1800E 2.1 E OTHERS 2x4 DF No.1&Btr IEACTIONS. (lb/size) 11=918/Mechanical,14=1148/0-5-8 Max Horz 11=127(LC 9) Max Uplift 11=-178(LC 8),14=-192(LC 12) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. O . P CHORD 2-11=-565/55,3-4=-1279/222,4-5=-1470/283,5-6=-685/157,7-14=-112/513, 6-14=-1127/196 T CHORD 10-11=-246/888,9-10=-299/1562,8-9=-236/1295 WEBS 6-8=-147/1101,5-8=-962/215,5-9=-12/559,4-9=-349/218,4-10=506/145, 3-10=-62/739,3-11=-1149/264 *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)0-0-0 to 3-0-0,Interior(1)3-0-0 to 18-2-10 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 DO SCE 4 7 P O fir 6'6' TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 G � 'T Provide adequate drainage to prevent water ponding. Gj 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 wide89L0©PE 17, 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 r r`" capacity of bearing surface. • ` Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 178 lb uplift at joint 11 and 192 lb upliftil at joint 14. OREGON40 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 \ CC- I s panelpoints alongthe TopChord and Bottom Chord,nonconcurrent with anyother live loads. ( 2.0 �} '�4� 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. V 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 �f t 18-7-2 on top chord. The design/selection of such connection device(s)is the responsibility of others. OAD CASE(S) Standard EXPIRES: 12-31-2019 April 11,2019 rAigaimi .a �Y WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-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 theI 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 Ply21367-5S 111 K5962562 67-5S B02B MONO TRUSS 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:50 2019 Page 2 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-GXXaN W VOfnIL9gmElEpl6DhGvIpPocCrm6Vz9MzS2fR AD 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 IConcentrated Loads(Ib) Vert:6=-82 Trapezoidal Loads(pif) Vert:17=-72-to-6=-123 I I I I I I I 1 I I I I 1 I AWARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M((-7473 rev.10/03/20Y5 BEFORE USE. Design valid for use only with MiTelc®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 property incorporate this design into the overall p`��q building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 ANSUTPII Quality 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. iYl Criteria,DSB-89 and BCSI Building Component Corona,CA 92880 b Truss Truss Type Qty Ply 21367-5S K5962563 367-5S B03 MONO TRUSS 24 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 S Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:51 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-kj5ybsWeQ4tCm_LQJyKXeR EQviB?X_I??mFW iozS2fQ 3-3-8 8-3-8 13-3-8 18-3-8i 23-3-8 28-9-0 I 3-3-8 5-0-0 5-0-0 5-0-0 5-0-0 5-5-8 Scale=1:49.1 1 025 12 4x6 = 5x12 = 5x6 = 3x4 = 3x4 = 3x6 = 3x4 3x8 = 6 24 7 25 12 19 3 20 4 21 5 22 23 WAX Fr VI 17 Vpr 4 \II cv mM cv . 111 , - IiiNi.. ., N.f NA, Ni \.44: c.5 < 18 c MO 15 28 14 27 13 28 12 29 11 30 10 31I 16 3x6 = 3x4 = 5x8 = 3x4 = 4x6 = II 4x8 = 3x6 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 10 late Offsets(X,V)-- [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) Vdefl L/d 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 >994 240 11CcDL 11.0 Rep Stress lncr NO WB 0.71 Horz(CT) 0.05 18 n/a n/a CLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.12 12-13 >999 240 Weight:141 lb FT=20% DL 9.0 LUMBER- BRACING- toP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-2 oc purlins, T CHORD 2x4 DF 2400E 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 lEACTIONS. (lb/size) 15=1334/Mechanical,18=1625/0-5-8 Max Horz 15=127(LC 9) Max Uplift 15=-250(LC 8),18=-284(LC 12) tORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-15=-566/57,3-4=-2267/395,4-5=-3286/603,5-6=-3408/638,6-7=-2691/519, 7-8=1052/231,9-18=-108/516,8-18=-1599/287 T CHORD 14-15=-320/1443,13-14=-511/2962,12-13=-619/3509,11-12=-572/3224, 10-11=-371/2087 WEBS 8-10=-264/1615,7-10=-1599/337,7-11=-115/964,6-11=-810/191,6-12=-67/562, 5-12=-382/242,5-13=-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; f� I — 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 �I} PR V FC exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate h 2)9CLLASCE DO0Co G 1 f© 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 N..r `T � .'r Provide adequate drainage to prevent water ponding. � idQ� F1, 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. 4101P.,°°: / .."'•. ...:11.-. 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 (" capacity of bearing surface. OREGON !U Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 250 lb uplift at joint 15 and 284 lb uplift mI- �� b . at joint 18. d Y 14 '� �'�` 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 4i41' '' k 'j panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. R R 1 IGraphical 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 EXPIRES: 12-31-21 28-6-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. April 11,2019 OAD CASE(S) Standard I ntink ed on page 2 M -- WARNIN -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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MR*. 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 ANSt?PIf 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 Truss Truss Type Qty Ply 21367-5S K5962563 67-5S B03 MONO TRUSS 24 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:51 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-kjsybsWeQ4tCm_LQJyKXeREQviB?X_I??mFW iozS2fQ LAD 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 II 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 MII-7473 rev.10/03/2015 BEFORE USE. lilt 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 M110k° 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 T Truss Truss Type Qty Ply 21367-5S K5962564 67-5S B03-D MONO TRUSS 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:55 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-cUKTQEZ9TJNdFbeBYnPTpH084J W9TscawODkrZzS2fM 3-3-8 8-3-8 13-3-8 18-3-8I 23-3-8 28-9-0 I 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 = 3x6 = 3x6 = 3x4 I I 3x6 = 6- 23 7_ 24 8 II 12 18 3 19 4 20 5 21 22 0•-" Ii I I I I I ik h, / r _ 16 i "1 liihiki 'm�, �a _N C� 17 . CV • M C I= r io •.�•��rrrrrrrrrr•-r•-•-r.-rr-.-r•- r .- .-r .-r•..•..•.....�.'�r•r•rr�rr�•-rrvrrrr-•-r.-rr.-r•-•-rr •-.�•�r•-•-.�� r'r•••'w•�.rr•-rr•-•-rrr•-•- • t.--------i1:--:i -7-t.-7-iii-:----:�i�i� .---.---- 7,47. -i�i�i�i�i-•--' i ' i iii*1:i :isi�i�i -:7-�ii�i�i�i�i�i�i�74:47...:i�i�i�if��i�i�i-•- iii -:--.--i -7-77 •a�a��•��a�� a��a��a��a�•��•��•��a��a��a�� w_e!�aa��•��a�� 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 DL 11.0 Rep Stress!nor NO WB 0.50 Horz(CT) -0.02 9 n/a n/a CLL 0.0 * Code IBC2015/TPI2014 Matrix-MS Wind(LL) -0.00 14-15 >999 240 Weight:141 lb FT=20% DL 9.0 LUMBER- BRACING- OP 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. 16-17:2x6 DF 1800E 2.1E OTHERS 2x4 DF No.1&Btr IEACTIONS. 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=-148(LC 30),9=-i22(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) 0 ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP 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 OT CHORD 14-15=-957/974,13-14=-839/835,12-13=-865/855,11-12=-875/880,10-11=-892/941, 9-10=-731/756 IEBS 8-10=-1129/1109,7-10=-1312/1234,7-11=-1407/1309,6-11=-1252/1209, n 6-12=-1294/1253,5-12=-1206/1188,5-13=-1247/1227,4-13=-1205/1195, �'�V PR 0Fe 4-14=-1258/1230,3-14=-1133/1157,3-15=-1280/1280 Co 5, GINS, 611 NOTES- 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; 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 Z' 89200P E r 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 4 . 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 <!,/� *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, 2d A. will fit between the bottom chord and any other members. Q � 14, Q` 6)Bearing at joint(s)17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify `+'!4C' elj capacity of bearing surface. rj R F{ 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 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 ntimterf on nano2 I 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' 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/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 Truss Truss Type Qty Ply 21367-5S K5962564 367-5S B03-D MONO TRUSS 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:56 2019 Page 2 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-5hureZZnEd WUtIDN6VwiLUxJgjsOCJsk92yHN0zS2fL 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 todesign/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) Vert:1-2=-72,2-21=-72,9-15=-18 Concentrated Loads(Ib) Vert:8=-82 Trapezoidal Loads(plf) Vert:21=-72-to-8=-123 I I I I I I I I I I I I I t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE Mil-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 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 21367-5S K5962565 67-5S B03-G MONO TRUSS 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:57 2019 Page 1 1 D:B RY3 ax W kgv6 k2 R kzw E h B9dzj V x F-ZtS D rva P?we L Uvoag C Rx u i U Zz6J Sxi Ft N i i rvSzS2f K 3-3-8 l 8-3-8 9-9-10 13-3-8 18-3-8 23-3-8 28-9-0 3-3-8 5-0-0 1-6-2 3-5-14 5-0-0 5-0-0 5-5-8 Scale=1:49.1 1 0.25 12 4x6 = 5x12 =- 556 5x6 = 1.5x4 II 3x4 = 3x4 = 3x4 = 3x4 456 = 7 26 8 27 9 12 20 3 21 4 22 5 23 6 24 25 . ^, 18 0 C . N C r d Y ,9 IF_ 16 28 15 29 14 30 13 31 12 32 11 33 10 17 456 = 8x8 — 7x6 = 3x4 = 4x4 = 3x4 458 = I 5-9-8 9-9-10 15-9-8 20-9-8 25-9-8 28-9-0 5-9-8 4-0-2 5-11-14 5-0-0 5-0-0 2-11-8 ate Offsets(X,Y)-- [4:0-3-0,0-3-0],[9:0-4-0,0-3-0],[13:0-3-0,0-4-8],[14:0-4-0,0-4-4] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.17 13-14 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.47 Vert(CT) -0.31 13-14 >999 240 DL 11.0 Rep Stress!nor NO WB 0.75 Horz(CT) 0.03 19 n/a n/a CLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.13 13-14 >999 240 Weight:328 lb FT=20% DL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btrto TOP CHORD Structural wood sheathing directly applied or 4-5-10 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. 18-19:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr IEACTIONS. (lb/size) 16=2979/Mechanical,19=2480/0-5-8 Max Horz 16=125(LC 7) Max Uplift 16=-561(LC 5),19=-441(LC 8) tRCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-16=-573/39,3-4=-6209/1244,4-5=-9880/2055,5-6=-9876/2055,6-7=-7438/1386, 7-8=-4993/942,8-9=-1765/361,10-19=-69/531,9-19=-2417/438 T CHORD 15-16=-813/3613,14-15=-1858/8648,13-14=-1767/8582,12-13=-1209/6372, 11-12=-648/3585 EEBS 9-11=-463/2697,8-11=-2760/552,8-12=-378/2150,7-12=-2084/461,7-13=-370/1787, 6-13=-1617/447,6-14=454/1656,4-14=-531/2455,4-15=-3424/762,3-15=-707/3645, 3-16=-4503/903,5-14=-458/242 NOTES- 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: 4� PRFfi Top chords connected as follows:2x4-1 row at 0-7-0 oc,2x6-2 rows staggered at 0-9-0 oc.III j` ( C Bottom chords connected as follows:2x6-2 rows staggered at 0-4-0 oc. 4, t, '6' Webs connected as follows:2x4-1 row at 0-9-0 oc. .t 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? \� ��j ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.I / J7 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�4P 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. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. OREGON lo r `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 C53 CC 4f y SN. . will fit between the bottom chord and any other members. 1 4 P 8)Refer to girder(s)for truss to truss connections. Bearing at joint(s)19 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify R R 1 L 1. 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) EXPIRES: 12-31-2019 16=561,19=441. 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 April 11,2019 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. r1. ntin ed on page 2 �� g 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/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 Qty Ply 21367-5S K5962565 367-5S B03-G MONO TRUSS 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:57 2019 Page 2 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-ZtSDrvaP?weLUvoagCRxuiUZz6JSxiFtNiirvSzS2fK 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 9-9-10 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=-72,2-24=-72,10-17=-18 Concentrated Loads(Ib) IVert:9=-82 14=-2500(F) Trapezoidal Loads(plf) Vert:24=-72-to-9=-123 I I I I I II I I I I I I I III I MN 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 bracingI MiTek'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 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 21367-5S K5962566 67-5S BO3A-D MONO TRUSS 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:53 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-g6DiOYXuxi7wOHVoRNM?jsJmPVtT?tRHT4kdmhzS2fO 3-3-8 8-3-8 13-3-8 18-3-8 23-3-8I 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 = 3x6 = 3x6 = 3x6 =III •- 3x4 II 4x6 = 24 7 25 8 12 19 3 20 4 21 5 22 23 6 17 , 4/0\ o: llt,Ld4wvsbs4V/s44sSSlhfr$/%44\ _ 18 Io 15 26 14 27 13 28 12 29 11 30 10 31I 16 4x6 = 3x6 = 5x8 = 3x6 = 4x6 = 7x6 = 3x6 II 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 2-11-8 113 ate 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) I/defl Ud 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 DL 11.0 Rep Stress Ina NO WB 0.80 Norz(CT) 0.05 18 n/a n/a CLL 0.0 * Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.15 12-13 >999 240 Weight:141 lb FT=20% DL 9.0 LUMBER- BRACING- P CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-2 oc purlins, T CHORD 2x4 DF 2400F 2.0E except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-15:2x4 DF No.1&Btr,17-18:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr 1EACTIONS. (lb/size) 15=1334/Mechanical,18=1625/0-5-8 Max Horz 15=209(LC 32) Max Uplift 15=-1155(LC 30),18=-1015(LC 39) Max Gray 15=1828(LC 25),18=1954(LC 60) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-15=-566/57,2-3=-948/928,3-4=-2742/1442,4-5=-3714/1778,5-6=-3824/1819, 6-7=-3128/1596,7-8=-1565/1107,9-18=-108/516,8-18=-1928/1013 BOT CHORD 14-15=-1247/2058,13-14=-1644/3397,12-13=-1814/3914,11-12=-1715/3630, 10-11=-1361/2536,9-10=-733/763 IEBS 8-10=-1198/2097,7-10=-2102/1315,7-11=-1131/1575,6-11=-1474/1222, 6-12=-1075/1242,5-12=-1141/1167,5-13=-1301/1246,4-13=-1198/1445, 4-14=-1761/1451,3-14=-1382/1923,3-15=-2625/1786 OTES- 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; R1�a P R Q t- 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 .C�e. t N� vcS' � 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,p^ TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.100 'I Provide adequate drainage to prevent water ponding. 89200PE 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 ,ty will fit between the bottom chord and any other members. 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_OREGON litil capacity of bearing surface.0 h. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1155 lb uplift at joint 15 and 1015 lb /.) '9}' 14 `2.° 4 uplift at joint 18. ' C!).*.1PiThis truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at alli]'j'} 1 �. 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 28-9-0 for 300.0 plf. 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 ntinued on oaae 2 / 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 wiwww 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®k° 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 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 21367-5S K5962566 367-5S BO3A-D MONO TRUSS 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:53 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-g6DiOYXuxi7w0HVoRNM?j5JmPVtT?tRHT4kdmhzS2fO 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 28-6-4 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=-72,2-22=-72,9-16=-18 Concentrated Loads(Ib) Vert:8=-82 Trapezoidal Loads(pif) Vert:22=-72-to-8=-123 I 1 I I 1 I I I I I I I 1 IA 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 �}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 Qua250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,ANSVAI/TP223II 14.lity Criteria,DSB-89 and BCSI Building Component PA'I Corona,CA 92880 b Truss Truss Type Qty Ply 21367-5S K5962567 67-5S B04 MONO TRUSS 27 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:58 2019 Page 1 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-130b3Fb1 mEmC63NmDwyAQv0e8WZ6gBw1 cM RORuzS2fJ 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 = v 3x4 II 3x6 = 5 21 6 22 1 2 17 3 18 4 19 20 15 IC El : 0r O N 9 N t M Li io IL-7K3 Y.. \ _M,6 Iq 23 12 24 11 25 10 26 9 27I 8 ,4 3x122 = 3x4 = 3x4 = 5x6 = 4x4 = 3x6 I 5-9-8I 10-9-8 I 15-9-8 20-9-8 23-9-8 5-9-8 5-0-0 5-0-0 5-0-0 3-0-0 ate Offsets(X,V)-- [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) I/deft L/d 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 11CDL 11.0 Rep Stress Incr NO WB 0.59 Horz(CT) 0.03 16 n/a n/a CLL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.06 11 >999 240 Weight:118 lb FT=20% DL 9.0 LUMBER- BRACING- P CHORD 2x4 DF No.1&Btr 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 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 OTHERS 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) 11 RCES. (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 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 ROTES- 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 n exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate ``�V �� grip DOL=1.60 �(,�` tr TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 �Gj 0AGt NE'&.. �© 3)Provide adequate drainage to prevent water ponding. CO ,7r This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. $ � � 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. Bearing at joint(s)16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verifyE MI capacity of bearing surface. .• 41APP Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. 4 jz Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) -9 OREGON (y 13=213,16=239.illf G +fib 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 ..<,,, }' 1 4 0 "t-, panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. '(3jj 0)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.{R t 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 Daae 2 ...A A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MRTEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTeke connectors.This design is based only upon parameters shown,and is for an individual building component,not �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/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 Ply21367-5S K5962567 67-5S B04 MONO TRUSS 27 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:58 2019 Page 2 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-l30b3Fb1 m EmC63NmDwyAQv0e8WZ6gBw1 cMRORuzS2fJ 1AD 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 IConcentrated Loads(Ib) Vert:7=-82 Trapezoidal Loads(plf) Vert:19=-72-to-7=-123 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 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 Q 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 21367-5S K5962568 67-5S B04-D MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:01 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-ReikhHdw398nzW6Lv2Vt2YeAakZZtaCTIJg22DzS2fG 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 5x6 = 3x4 = 3x6 = 3x6 = I 1 2 16 3 17 4 18 19 5 20 6 21 - . r 14 o Ili W\1.711\4 •� cr,N < m r 11 Al&kr 4 I I P . o IOW .. 15 IO,L i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i��♦ ••��: • . .�� : A.��Oiiiiiiiiiiiiiiii41,* I 13 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,V)-- [4:0-3-0,0-3-0],[7:0-6-0,0-3-0],[10:0-3-0,0-3-0] TCLDING (psfL2)5 0 SPACING- 2-0-0 CS!. DEFL. in (loc) 1/dell Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.81 Vert(LL) -0.09 12-13 >740 360 MT20 220/195 DL 11,0 Lumber DOL 1.15 BC 0.91 Vert(CT) -0.20 12-13 >339 240 CLL 0.0 * Rep Stress Incr NO WB 0.49 Horz(CT) -0.02 8 n/a n/a DL 9.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) -0.00 12-13 >999 240 Weight:118 lb FT=20% LUMBER- BRACING- P 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. 14-15:2x6 DF 1800F 2.1E 1 ' OTHERS 2x4 DF No.i&Btr I EACTIONS. All bearings 23-4-0 except(jt=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=-i94(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 OT 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 OTES- 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; � � PR V fi 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\ -6,0.0 exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate Co ‘..,‘GN / grip DOL=1.60 t?� ' TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.100 "i Provide adequate drainage to prevent water ponding. gZff�p� 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. 41411. •Or.' IBearing at joint(s)15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. A_ OREGON Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9 except(jt=lb) , Cx 13=796,1=472,10=176,8=119,12=194,11=146,15=897. "1Z0 -- 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 7 ' �"- panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ,1/ .- R R t*\- 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 g 11)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 April 11,2019 23-6-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. ntin,yed onWARNING 2 M WAR (N -Verify design parameters and READ NOTES ON THIS AND INCLUDED Mf7EK REFERENCE PAGE Mt1-7473 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 �aMIR*.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 ow=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 21367-5S 0 K5962568 367-5S B04-D MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:01 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-ReikhHdw398nzW6Lv2Vt2YeAakZZtaCTIJg22DzS2fG IAD 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 IConcentrated 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 I AI 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,notMAII 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,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 IIIb367-5S Truss B04-G Truss Type MONO TRUSS Qty Ply 21367-5S 1 2 Job Reference(optional) K5962569 Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:03 2019 Page 1 I ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-N 1 pU6zfAbmOVCgGjOTYL7zjc1 XN6LRammd9976zS2fE 3-3-8 8-3-8 9-9-10 I 13-3-8 18-3-8 23-9-8 3-3-8 5-0-0 1-6-2 3-5-14 5-0-0 5-6-0 Scale=1:40.4 1 0.25 12 4x6 = 5x12 = il 3x4 II 3x8 5x6 = 1.5x4 I 3x4 = 3x4 = 1 2 18 3 19 4 20 5 21 6 22 7 23 16 Y : m N N ci : =40111"--N I,r/rA I I I L\ip 6 r o r 1 r �+ . �. 17 I— E 0 14 I 24 13 25 12 26 11 27 10 28 15 9 3x6 = 7x6 = II 4x6 = 8x8 = 3x6 = 3x4 I 5-9-8 9-9-10 15-9-8 20-9-8 23-9-8 5-9-8 4-0-2 5-11-14 5-0-0 3-0-0 ate Offsets(X,V)-- [4:0-3-0,0-3-0],[8:0-4-0,0-3-0],[11:0-3-0,0-4-8],[12:0-4-0,0-44] 10 TCLL (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.11 11-12 >999 360 MT20 220/195 CDL 11.0 Lumber DOL 1.15 BC 0.39 Vert(CT) -0.19 11-12 >999 240 CLL 0.0 * Rep Stress Incr NO WB 0.63 Horz(CT) 0.02 17 n/a n/a CDL 9.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.09 12 >999 240 Weight:274 lb FT=20% LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 4-10-9 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. 16-17:2x6 DF 1800E 2.1E OTHERS 2x4 DF No.1&Btr I EACTIONS. (lb/size) 14=2583/0-2-8,17=2429/0-5-8 Max Horz 14=125(LC 5) Max Uplift 14=-500(LC 5),17=-496(LC 5) Max Gray 14=2612(LC 15),17=2457(LC 15) 111 RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-14=-572/40,3-4=-5403/1109,4-5=-8525/1829,5-6=-8522/1829,6-7=-5269/1015, 7-8=-1809/373,9-17=-62/537,8-17=-2384/489 BOT CHORD 13-14=-738/3167,12-13=-1664/7491,11-12=-1466/6788,10-11=-774/3728 i EBS 3-14=-3933/807,3-13=-625/3152,4-13=-2926/678,4-12=-467/2068,6-12=-549/2213, 6-11=-2155/546,7-11=467/2330,7-10=-2809/607,8-10=-512/2718,5-12=-461/238 ROTES- 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 0-7-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-4-0 oc. "C(' c".1 P Opr� Webs connected as follows:2x4-1 row at 0-9-0 oc. v c 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 �G t NE. /© ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. �, 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; QZCf n -p MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate : 200P t` grip S TCLL:L:ASCE 7 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. _/ ✓ r IThis truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q *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 OREGON !(/ will fit between the bottom chord and any other members. Bearing at joint(s)17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify "0 °--" 7 4, 4 capacity of bearing surface. �A Provide mechanical connection(by others)of truss to bearing plate at joint(s)14. Y7�b R �� Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) rli 14=500,17=496. 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 EXPIRES: 12-31-2019 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. April 11,2019 )Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ntinued on page 2 / I� WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES 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 wita 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/2/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 21367-5S K5962569 67-5S B04-G MONO TRUSS 1 n L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:03 2019 Page 2 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-N 1 pU6zfAbmOVCgGjOTYL7zjc1 XN6LRammd9976zS2fE 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 9-9-10 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=-72,2-5=-72,9-15=-18 Concentrated Loads(Ib) Vert:8=-82 12=-2500(F) I Trapezoidal Loads(plf) Vert:5=-72-to-8=-123 I I I I 1 I I I I I I I I 11 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE Mlt-7473 rev.10/03!2075 BEFORE USE. I A 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 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 ANSITPI1 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 21367-5S 0 K5962570 367-5S BO4A MONO TRUSS 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:59 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-VGazGbcfXYu3kCyyndTPz7ZpuwvLPeAAr0By_LzS2f1 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 = I3x4 3x6 = 5x6 = 3x4 = 3x4 = 1 2 17 3 18 4 19 20 5 21 6 22 I 0 Ili :: , wfro w‘ ram 15 < 6 N r C ! :. ,..m.....4111611111111116.X . 23 12 24 11 25 10 26 9 27 8 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],110:0-3-0,0-3-4] 110 TCLL ADING (psf25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.89 Vert(LL) -0.09 11 >999 360 MT20 220/195 DL 11.0 Lumber DOL 1.15 BC 0.89 Vert(CT) -0.24 10-11 >999 240 LL 0.0 Rep Stress Mu NO WB 0.59 Horz(CT) 0.03 16 n/a n/a DL 9.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.06 11 >999 240 Weight:118 lb FT=20% LUMBER- BRACING- P CHORD 2x4 DF No.1&BtrID TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins, OT 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 OTHERS 2x4 DF No.1&Btr EACTIONS. (lb/size) 13=1123/Mechanical,16=1390/0-5-8 Max Horz 13=128(LC11) Max Uplift 13=-213(LC 8),16—239(LC 12) IRCES. (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 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- 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 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 ��5 01 /o 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.0 <4t *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 892{3QFE t'" 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/7P!1 angle to grain formula. Building designer should verify .• capacity of bearing surface. fl Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) -f7L OREGON �� 13=213,16=239. tic 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 47 f }' 7 � ' \ }— 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. R 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 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 .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,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 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 21367-5S K5962570 367-5S 804A MONO TRUSS 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:28:59 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-VGazGbcfXYu3kCyyndTPz7ZpuwvLPeAAr0By_LzS2fl II))AD 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 1 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 T mom building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 4'tMITA'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,OSB-89 and BCS/Building Component 11111 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 21367-5S 0 K5962571 367-5S 605 MONO TRUSS 9 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:04 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-sDNsJJgoM4W Mq_gwaA3agAGfxxa54vgv_HujfYzS2fD II 3-3-8 8-3-8 13-3-8 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' I0.25 12 6x6 = 3x4 3x6 = 5x6 = 3x4 = 3x4 = 4x8 = 18 12 19 3 20 4 21 5 22 23 6 24 7 25 26 8 Ill Y : IVAIAtkl.Vra/1\4/AAE3 AA' A/v O— W r o5 r7 m ii, lil C C 27 15 28 14 29 13 30 12 31 �� 32 10 33 9 17 16 11 3x4 = 3x4 = 5x6 = 3x6 = 354 3x4 = 3x6 III 4x8 = I 5-9-8 10-9-8 15-9-8 20-9-8 23-6-12 231 8 25-9-8 28-9-0 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] 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 0.87 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 •CLL 10.0 1.0 Rep Stress Ina NO WB 0.58 Horz(CT) 0.04 11 n/a n/a CDL 9.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.05 14 >999 240 Weight:143 lb FT=20% LUMBER- BRACING- IOOP 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 1800E 2.1E jACTIONS. (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. 1OP 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 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; IIIMWFRS(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 LD PR®fi grip DOL=1.60 -�� fisc TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 ��GI N &- /p 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide89200P will fit between the bottom chord and any other members. 16. )Provide mechanical connection(by others)of truss to bearing plate at joint(s) �� 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) -.! 16=189,11=366. 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 allq_OREGON it*panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. --47 �� AHanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at /0 4' 14, 2° �- 28-6-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. TOAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXP!l ES: 12-31-2019 9 April 11,2019 ntirnfad on natio 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M!1-7473 rev.10/03/2015 BEFORE USE. fillfillDesign 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 0b367-55 Truss B05 Truss Type MONO TRUSS Qty 9 Ply 1 21367-5S K5962571 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:04 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-sDNsJJgoM4W Mq_gwaA3agAGfxxa54vgv_HujfYzS2fD IOAD CASE(S) Standard Uniform Loads(plf) Veit:1-2=-72,2-22=-72,9-17=-18 Concentrated Loads(Ib) IVett:8=-82 Trapezoidal Loads(plf) Vert:22=-72-to-8=-126 I I I I I I 1 1 I I I I I I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/83/2015 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 TP/f250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. �/� Quality Criteria,DSB-89 and SCSI Building Component Corona,CA 92880 b Truss Truss Type Qty Ply 21367-5S 0 K5962572 367-5S B06 MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:05 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-KPxFXegQ70eDS8P67uapDOpghLwKpMw3DxeGB_zS2fC 3-3-8 8-3-8I + 13-3-8 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' I0.25 12 6x6 = 3x4 3x6 = 5x6 = 3x4 = 3x4 = 4x8 = 18 12 19 3 20 4 21 5 22 23 6 24 7 25 26 8 rn� M 6 m L ii. Alk/im Ni 17 16 27 15 28 14 29 13 30 12 31 a 32 10 33 9 3x4 = 3x4 = 5x6 = 3x6 = 11 3x4 = 4x8 = 3x4 II 3x6 II I 1 5-9-8 1 10-9-8 15-9-8 20-9-8 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,V)-- [4:0-3-0,0-3-0],[13:0-3-0,0-3-4] — — TCLL (psf2)5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.87 Vert(LL) -0.09 13-14 >999 360 MT20 220/195 I 111 DL 11.0 Lumber DOL 1.15 BC 0.98 Vert(CT) -0.24 13-14 >999 240 CLL 0.0 Rep Stress Incr NO WB 0.58 Horz(CT) 0.04 11 n/a n/a DL g,0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.05 14 >999 240 Weight:143 lb FT=20% LUMBER- BRACING- P 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 I EACTIONS. (lb/size) 16=1002/Mechanical,11=2016/0-5-8 Max Horz 16=127(LC 9) Max Uplift 16=-i89(LC 8),11=-366(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. IP 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 T 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 r� exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate �t��V R( � grip DOL=1.60 ``v TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 ��CO �G N�� 'j© 3)Provide adequate drainage to prevent water ponding. �. fj This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.0 �.I -�'OZ/ *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' Rel fit between the bottom chord and any other members. Refer to girder(s)for truss to truss connections. 411P1i . ,..... 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 16=189,11=366. 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 allyr OREGON k.' panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 2j► ,tib Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at { ;1;' 7 2- �- 28-6-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 4 �Q` AD CASE(S) Standard � r1R{�—V" Dead (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 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 ler 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 ANSI7'PID 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 21367-5S K5962572 367-5S 0 B06 MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:05 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-KPxFXegO7OeDS8P67uapDOpghLwKpMw3DxeGB_zS2fC I OAD CASE(S) Standard Uniform Loads(plf) Vert:1-2=-72,2-22=-72,9-17=-18 Concentrated Loads(Ib) IVert: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 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-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 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-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 21367-5S 13 K5962573 67-5S C01 MONO TRUSS 85 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 3 Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:06 2019 Page 1 I D:jaigHA2yM7LWX3u 1 OVv7rizjVrO-ocVdk_h2uhm33H_Ihb521bL7dlJtYwXCSbNpjRzS2fB I I 2-9-0 5-6-0I 2'9'0 2-9-0 1.5x4 I I 3x4 = 1.5x4 I I Scale=1:16.9 0.25 112 I 1 2 10 3 11 4 5 II MEI 111 II MEI 111 �� t 12 9 3x6 = 7 1 3x6 = 8 6 5-6-0 5-6-0 FADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl 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 0.10 Horz(CT) 0.00 7 n/a n/a LL 0.0 Code IBC2015/TPI2014 Matrix-MP Wind(LL) 0.00 8 **** 240 Weight:29 lb FT=20% DL 9.0 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 2400E 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 248/Mechanical Max Horz 8=81(LC 11) 10 Max Uplift 8=-61(LC 8),7=-29(LC 12) Max Gray 8=637(LC 24),7=610(LC 27) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-594/45,4-7=-526/59 T CHORD 7-8=-137/292 EBS 3-8=-404/128,3-7=-404/151 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 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. 0 *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 Q . will fit between the bottom chord and any other members. 4 400 Refer to girder(s)for truss to truss connections. GINE h / 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,7. �' ' T IThis 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 �t .7rf7 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 'z' 89200PE C' I7 4,OREGC}N�� ttt- �O ` 74, `�° p. `tf' RRILV-'" ' 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 / building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing (4iTekrt 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/f 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 21367-5S 0 K5962574 367-5S C01-D MONO TRUSS 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:07 2019 Page 1 ID:jaigHA2yM7LWX3u1 OVv7rizjVrO-Go3?yKige?uwhRZVFJcHIpuIN8f6HIVLhF7NGtzS2fA 2-9-0 5-6-0 2-9'0 2-9-0 1.5x4 I I 3x4 = 1.5x4 I I Scale=1:16.9 0.25 112 1 2 10 3 11 4 5 I I w 1 1 I MO .■ 12 9 6x6 = 7 I 8 6x6 = 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 LL 0.0 Code IBC2015/TPI2014 Matrix-MP Wind(LL) 0.00 8 "" 240 Weight:29 lb FT=20% DL 9.0 MBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, 11°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) ORCES. (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 OBS 3-8=-1106/1136,3-7=-1134/1158 OTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.Il;Exp B;Enclosed; IMWFRS(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. 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 widefV© R( fis will fit between the bottom chord and any other members. �. Refer to girder(s)for truss to truss connections. \CO .AGI NSF fes' 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �C?, 7 8=788,7=725.I '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 89200P E 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 5-6-0 for 300.0 plf. ,' I 10 41 OREGON 4t, ��Cr /O }- 14, 2®e4 rvit - 1 EXPIRES: 12-31-2019 April 11,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. ligt 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 4''t'g,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 ANSIITPI1 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 21367-5S 0 K5962575 367-5S C01-DMS MONO TRUSS 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:08 2019 Page 1 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-k_dN9gjJPJOnJb8hp08WgORWcy2e0kCVwswoJzS2f9 I I 2-9-0 5-6-0 2-9-0 2-9-0 0.25 ITT 3x4 II Scale=1:16.6 1 2 10 3 11 12 4 5 I 3x4 I I ME ag, rilppprr .. 1 1 1ph 9 6x6 = 13 14 7 I 6x6 = 8 6 5-6-0 I 5-6-0 I late Offsets(X,V)-- [7:0-3-0,0-4-4],[8:0-3-0,0-4-4] TCLL ADING (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 0.19 Vert(LL) -0.03 7-8 >999 360 MT20 220/195 111 CDL 11.0 Lumber DOL 1.15 BC 0.56 Vert(CT) -0.08 7-8 >784 240 CLL 0,0 Rep Stress Incr NO WB 0.48 Horz(CT) 0.00 7 n/a n/a CDL 9.0 Code IBC2015/TPI2014 Matrix-MP Wind(LL) 0.03 7-8 >999 240 Weight:36 lb FT=20% LUMBER- BRACING- P CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, 11) 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. (Ib/size) 8=611/Mechanical,7=884/Mechanical I Max Horz 8=238(LC 36) Max Uplift 8=-802(LC 30),7=-794(LC 39) Max Gray 8=1044 LC 55),7=1335 LC 54) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-8=-577/36,2-3=-779/784,3-4=-777/766,4-7=-572/108 T CHORD 7-8=-922/1012 EBS 3-8=-1315/1194,3-7=-1364/1248 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 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 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Providehis has adequate drainagesin to orprevent water bottom ponding. 0 P R Q� I 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 ` e. will fit between the bottom chord and any other members. \C,O G I N ts'd''© 6)Refer to girder(s)for truss to truss connections. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib) ��4 $C 2t1�P I 8=802,7=794. t1 -7 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. ,�. 9)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 5-6-0 for 300.0 plf. I ) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)534 lb down and 203 lb up aty �}_OREGON 3-5-2 on top chord,and 534 lb down and 203 lb up at 3-5-2 on bottom chord. The design/selection of such connection device(s)is l- l the responsibility of others. / q)„ 2-c) i1) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). j7 4' c�,Q 11 .:‘- N‘RII- AD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15E}{PI RAS: 12-31-2019 April 11,2019 ntinued on oaae 2 A 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 �m 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/j'Ze1.` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek. lRi 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 0Truss Truss Type ]Qty Ply 21367-5S K5962575 367-5S C01-DMS MONO TRUSS 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:08 2019 Page 2 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-k_dN9gjJPJOnJb8hp08Wg0RWcY2eOkCVwswoJzS2f9 ,OAD CASE(S) Standard Uniform Loads(plf) Vert:1-2=-72,2-4=-72,4-5=-72,6-9=-18 Concentrated Loads(Ib) IVert:11=-500(F)14=-500(F) I I I I I 1 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 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 ANSUTPI1 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 21367-5S I K5962576 67-5S C01-MS MONO TRUSS 7 1 I Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:09 2019 Page 1 I D:jaigHA2yM7LWX3u 1 OVv7rizjVrO-CBAIMOkxAc8ewljtMkflNEzhMyOtlGse8ZcTKIzS2f8 2-9-0 I 5-6-0 2-9-0 2-9-0 0.25 12 3x4 II Scale=1:16.6 1 2 10 3 11 12 4 5 1 3x4 II — 1111 i - I , IMIMPIWry M. MEIt i j' 1 4x6 = 13 14 7 9 4x6 = 8 6 5-6-0 5-6-0 ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP ILL 25.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.03 7-8 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.56 Vert(CT) -0.08 7-8 >784 240 TCDL 11.0 Rep Stress Incr NO WB 0.13 Horz(CT) 0.00 7 n/a n/a LL 0.0 Code IBC2015/TPI2014 Matrix-MP Wind(LL) 0.03 7-8 >999 240 Weight:36 lb FT=20% CDL 9.0 UMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 5-6-0 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. EACTIONS. (lb/size) 8=611/Mechanical,7=884/Mechanical Max Horz 8=76(LC 9) Max Uplift 8=-126(LC 8),7=-148(LC 12) Max Gray 8=799(LC 24),7=893(LC 27) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-577/36,4-7=-572/106 IOT CHORD 7-8=-231/404 EBS 3-8=-540/252,3-7=-540/273 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.ll;Exp B;Enclosed; IMWFRS(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 P �fi�ss will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. Co 1' / 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) CO,' {«� /It I8=126,7=148. oncurrent with any other live loads. �tf 'Sj 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 89200PEi--- 9) panel points along the Top Chord and Bottom Chord, Hang ) other nnection device(s)shall be ded down and 9)3 5-2 on toprchord and 534 lb down and 203 lb up atl 35C2 on bottom sufficient to support The design/selection/se action o(s) f such connectionO3 device(s)is up at o the responsibility of others. 0) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). A OREGON 0 to LOAD CASE(S) Standard /0 9y 14, 2O� 4 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 A. } IUniform Loads(plf) °+'/ R R �� Vert:1-2=-72,2-4=-72,4-5=-72,6-9=-18 Concentrated Loads(Ib) EXPIRES: 12-31-2019 Vert:11=-500(F)14=-500(F) April 11,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M!1-7473 rev.10/03I2015 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 Is mi 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 properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of tmsses 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 21367-5S K5962577 67-5S EB1 SPECIAL 10 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:10 2019 Page 1 I D:jaigHA2yM7LWX3u1 OVv7rizjVrO-gNk8aMkZxwGVYv14wRA_wRWsRMpcUiToN DL1 tCzS2f7 1 10-8 1 1-10-8 1 1.5x4 II 3x4 = Scale=1:10.9 2 7 3 4 I i IOOODDiiD .•iO•iVi4i• 4 l•OOi. •i�i�iOi�Oiii��ii0i0ii�i•�i0�ii•�i00i • • • • ,,,,,V•I • •• �ii�. ii • •i4*. .�:i �iiks41 .iiii•ii .•• i...t.. :.�..� iN./O II 1.5x4 II 6 8 6x6 = 5 1-10-8 1-10-8 ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid 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 0.0 Code IBC2015/TPI2014 Matrix-P Wind(LL) 0.00 6 "" 240 Weight:10 lb FT=20% It DL 9.0 MBER- 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=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. IThis 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 cc P R Opt Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 313 lb uplift at joint 6,215 lb uplift at �L.\ up{S` joint 1 and 405 lb uplift at joint 5. SCO �Gl N E- /en 7)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� Yi `7 I' panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. IOP _ '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 1 7492 l OP t' loads along bottom chord from 0-0-0 to 1-10-8 for 300.0 plf. r/0" 40, IOREGON�Ix ,`tom /6 qy 14, 2° 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. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not P a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 Truss Truss Type Qty Ply 21367-5S K5962578 1167-5S EB2 SPECIAL 10 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 S Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:10 2019 Page 1 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-gNk8aMkZxwGVYv14wRA_wRWsPMpcUiHoNDL1 tCzS2f7 1-10-8 1-10-8 1 3x4 = 1.5x4 Scale=1:11.5 2 7 3 4 I i 111 •••�••••••�•••�••••(•*•••�+•�•�•�•�•�••+••,•*•••,• ♦••• •••••••••••••••••••••••••,. •o •••.•+••••••••••••••••••�•••C•••�•�•�•'•C•C•••-.4.:. ••••••••••••••++•.• •iii••••••••••••••••••••••••<rOiiA i•i•iiiiiiiiiii•iii••iiiiiiii•�•i:'�• ••i • • i• • �P�e:!O •••••••Oilititititititititi!i!i!i!i!i!i!i!i!i!i!i!i!i!i!i!osli!i!:. 1.5x4 II 6x6 6 8 5 1-10-8 1-10-8 ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud 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 VertCT -0.00 5-6 >999 240 TCDL 11.0 Vert(CT) tLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT) -0.00 6 n/a n/a DL 9,0 Code IBC2015/TPI2014 Matrix-P Wind(LL) 0.00 6 240 Weight:10 lb FT=20% MBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, T CHORD 2x4 DF No.1&Btr10 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) 110 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; 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. 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 I will fit between the bottom chord and any other members. P Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 331 lb uplift at joint 6,204 lb uplift at � ,.0® Op4.• il joint 1 and 441 lb uplift at joint 5. CO G t N ' 7)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 �_?� '� `T �/�! Ipanel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. �t -'Q 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 c 89200PE r loads along bottom chord from 0-0-0 to 1-10-8 for 300.0 plf. Y /� L Imo' OREGON � C({ fv '4y 74, 2-°N �-k.. FPR11...1- C'� IEXPIRES: 12-31-2019 April 11,2019 AWARNING-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/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 21367-5S K5962579 67-5S E83 SPECIAL 27 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:11 2019 Page 1 I D:jaigHA2yM7LWX3u 1 OVv7rizjVrO-8ZI W niIBiEPMA3tGU9hDSf31 Jm9rDARxbt5aPezS2f6 I 1-10-8 i 1-10-8 1 1.5x4 2 3x4 = Scale=1:8.3 7 34 i i , ••i•••••ii•••••ii•••••i••iii••ii•••ii•••••00••iiii••••••O••••.•• ..•i4• ••••••••••••• •••••••••••••••••••••• ••• ••••••• ••••••••••••••••••••••••••••••••••••••••••o•••••`O•• ♦••••••••••••••••♦•••••••••••• ••••••••••.��•••♦ •••••O•i•000000�•i••i •iiiiiiiiiiiiiiiii••••"•••i• • •••••••••O•••i•••••••••••iiiiiiiiii••••••••ii••••••••i•••••••••i•••i•i••�,!••i• ••i••ii•••�•�•••iiii• iiiiiiiiiii�:'Oi• ••••iiiii•••••••••iiiiiii•••••i•••i•••••••••••i•••••ii•••••i•••••i•:,„*•: '•• ••ii•ii•i•iiiiiiiiiiiiii��•iiii•J! I6 8 3x4 = 5 1-10-8 1.5x4 II 1-10-8 ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP ILL 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 Incr YES WB 0.19 Horz(CT) -0.00 6 n/a n/a LL 0.0 Code IBC2015/TPI2014 9.0 Matrix-P Wind(LL) 0.00 6 "" 240 Weight:8 lb FT=20% DL MBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, T 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=-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) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-6=-593/267,2-3=-410/411,3-5=-516/41 T 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. I c.Q P I a fi Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 225 lb uplift at joint 6,268 lb uplift at �� 4- joint 1 and 254 lb uplift at joint 5. CO .`,``G(N n /0 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 �1� 'F r0, panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. �Cf -�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 dragct- 9200PE loads along bottom chord from 0-0-0 to 1-10-8 for 300.0 plf. I _,i OREGON ,`4L e4 .1 y- 14, 20 �. . .; ` RRiI-k- EXPIRES: 12-31-2019 April 11,2019 SFT,,,,;. . . �,� <�, A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1011-7473ff-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 `/� balding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iVl ilek" is always required for stability and to prevent collapse with possible personal injury and property damage. For gc neral 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 11) Truss Truss Type Qty Ply 21367-5S K5962580 367-5S EB4 SPECIAL 27 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:12 2019 Page 1 I D:jaigHA2yM7LWX3u1 OVv7rizjVrO-dmsu?2mpTXXDnCSS2sCS?sbB19V4ybr4gXg8x4zS2f5 I 1-10-8 1-10-8 1 3x4 = 1.5x4 I I Scale=1:14.1 2 7 3 4 II 1 ••ODiiOi•�i'.ii•i • .iO.• 0i0�i•iDC4 • • •O00i❖ ....1.0ii'.ii.i ' • • • • •• • 0 • •s ./„ 111 6x6 = 6 8 5 3x6 II 1-10-8 IF 1-10-8 I LA (psf) SPACING- 2-0-0 CS!. DEFL. in (loc) I/deft Lid PLATES GRIP LL 25.0 Plate Grip DOL 1.15 TC 0.22 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 0.31 Horz(CT) -0.01 6 n/a n/a DL g,p Code IBC2015/TPI2014 Matrix-P Wind(LL) 0.00 6 ”" 240 Weight:12 lb FT=20% 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. FACTIONS. All bearings 1-10-8. (Ib)- Max Horz 1=-146(LC 30) Max Uplift All uplift 100 lb or less at joint(s)except 6=-402(LC 32),1=-202(LC 36),5=-596(LC 31) Max Gray All reactions 250 lb or less at joint(s)5 except 6=534(LC 68),1=499(LC 62),5=591(LC 36) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-6=-468/454,2-3=-424/425,3-5=-515/71 T CHORD 5-6=-393/395 EBS 2-5=-805/805 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)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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide P R F� will fit between the bottom chord and any other members. [} Q Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 402 lb uplift at joint 6,202 lb uplift at ��{, tS� joint 1 and 596 lb uplift at joint 5. �Cj ��GINF, •� , 7)I 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 T / panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 4✓ -Sj 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 �2 Q loads along bottom chord from 0-0-0 to 1-10-8 for 300.0 plf. P/ OREGON 4./CC OREGON 24 4 ® 14, P EXPIRES: 12-31-2019 April 11,2019 I 7 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,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 �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` 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 ANSUTPI7 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 Ob Truss Truss Type Qty Ply 21367-5S K5962581 367-5S EJ01 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:13 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-5yQGCNnRErf4PM1 ebZjhX38NPZsah53E3BahTXzS2f4 111 I 2-0-0 2-0-0 Scale=1:22.0 1 7 1 1.5x4 II 1 2 4x8 = Iwo111 IIiE :4 x = ....99 om N i i O I NEM 10 4 '1 6 3x4 = 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) 1/defl 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 DL 11.0 Rep Stress Ina NO WB 0.12 Horz(CT) -0.00 8 n/a n/a CLL 0.0 Code IBC2015/TPI2014 9.0 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:16 lb FT=20% DL LUMBER- BRACING- 1 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 1800F 2.1E OTHERS 2x4 DF No.1&Btr 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 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. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �10 PR Ofifis� 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. C -‘,,,‘GINE',, R /©9 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 ��/ y`� capacity of bearing surface. 89200P 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. iJ • 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. I Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. OREGON Z Li 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- -+ 7 �w ' 4+ 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 ' � MI- AD CASE(S) Standard 111 Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-201 9 tinued on oaae 2 April 11,2019 A 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,notmit 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 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/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 21367-5S K5962581 367-5S EJ01 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:13 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-SyQGCNnRErf4PM1ebZjhX38NPZsah53E3BahTXzS2f4 AD 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 1 I I I I II 1 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. Not 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' 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/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 21367-5S K5962582 367-5S EJ02 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:14 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-Z8_eQjn3?9nx1 Wbr9HEw4HhY9zBpQYJNIrJEOzzS2f3 I 2-0-0 2-0-0 Scale=1:22.0 $ 7 1.5x4 I 1 2 4x8 = IIII4x4 = o ,/ N 8 O 111e ,`MILI 10 4 i 6 5 3x4 = 3x6 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) I/defl 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 11.0Rep Stress Incr NO WB 0.12 Horz(CT) -0.00 8 n/a n/a IDL LL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:16 lb FT=20% DL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btrto 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 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. } Q 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 tS will fit between the bottom chord and any other members. .,,, ��GI NE-cR �/� 6)Refer to girder(s)for truss to truss connections. C? al,. IBearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ��J $g {� P "�'t"r capacity of bearing surface. 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.OIb live and 250.OIb dead located at all mid panels and at all ° t •• panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. d Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9 OREGON !j f Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at Ix 4- 21 �N k 1- 9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 4 ,q)' 14 t 2 I?,4 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). p F7Rrt- AD CASE(S) Standard I Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: - 1-201 9 April 11,2019 ntinued on Daae 2 memA 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 ANSIITP11 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 21367-5S K5962582 367-5S EJ02 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:14 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-Z8_eQjn3?9nx1Wbr9HEw4HhY9zBpQYJNIrJEOzzS2f3 SAD 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 p I 1 I I I. I I I I II I I o 1111.11111 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 111 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 21367-5S K5962583 0367-5S EJ03 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:15 2019 Page 1 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-1 LY1 d3oimSvofgAl j_m9dU DjvN W 19?ZXW V3oYPzS2f2 I I 2-0-0 2-0-0 Scale=1:22.0 1 7 11 1.5x42 I I 4x8 = lIrif;114 4.4 = T N 16i... B o I 10 4 63x4 = I 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) 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 DL 11.0 Rep Stress Ina NO WB 0.12 Horz(CT) -0.00 8 n/a n/a ICLL DL 9.0 * Code IBC20151TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:17 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, 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 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. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. P CHORD 2-5=-647/69,4-8=-48/516,3-8=-564/380 EBS 3-5=-348/367 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)I 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 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��} Qfi *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 N,e., -i.„ . will fit between the bottom chord and any other members. CJ 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 verity •7 I capacity of bearing surface. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 213 lb uplift at joint 6 and 263 lb uplift atcc 89200PE c-- '44 �,,,. 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. Q Cr IGraphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9 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 4- 4 0\b` 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. Q - '1 42 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). R et IAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 11,2019 lifntimted on nape 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 Ia 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 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 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 21367-5S K5962583 367-5S 0 EJ03 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:15 2019 Page 2 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-1 LY1 d3oimSvofgAl j_m9dU DjvN W 19?ZXW V3oYPzS2f2 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 1 I I I 1 I I I I I I I t r. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-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 A iTek 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 ANSUTPII Quality Criteria,DSB-89 and BM 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 EJ04 Truss Type SPECIAL Qty Ply 21367-5S K5962584 367-SS 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:15 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-1 LY1 d3oimSvofgAlj_m9dUDjvN W 19?aXW V3oYPzS2f2 I 2-0-0 2-0-0 Scale=1:22.0 1 7 1 2 1 1.5x4 II 4x8 = 1111 =, o I 44 N II = c N � N ' In k Mil O p. 10 4 i 6 5 3x4 = 3x6 2-0-0 11 2-0-0 ate Offsets 0<y)-- [3:0-1-12,0-2-0] AGING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/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 IDL 11.0 Rep Stress Incr NO WB 0.12 Horz(CT) -0.00 8 n/a n/a DL 9,0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:17 lb FT=20% 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. E_BS 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 /ACTIONS. (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 11 TES- Wind: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 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. Q Q 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. �Cj� ANG I NFA- c`Q 6)Refer to girder(s)for truss to truss connections. C? 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. 9Q0P l f 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. 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. Cs Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. OREGON t(/� I 7/) 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.- �1 Q'tb` IC 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 14 r 2 8: 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B),Itj RRIIA" AD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 11,2019 tinued on Daae 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. i! 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?P/1 Duality 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 21367-5S K5962584 367-5S EJ04 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:15 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-1 LY1 d3oimSvofgAlj_m9dUDjvNW 19?aXWV3oYPzS2f2 AD 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 1 I I I 1 I I I I I • I I r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. 1 mmt 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' 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/TPI1 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 21367-5S 67-5S EJ05 SPECIAL 2 1 K5962585 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:16 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-VX6PrPpKXm 1 fGglDHiHO9imufnsGuSggl9oL4szS2f1 I 2-0-0 2-0-0 Scale=1:22.0 1 7 I 1.5x4 H 1 2 4x8 = Ji•IL 4X48 10 4 I 6 5 3x4 = 3x6 200 H I z-o-o ite Offsets(X,Y)-- [3:0-1-12.0-2-0] a 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 DL 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:171b 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, 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 2.1E OTHERS 2x4 DF No.1&Btr I ACTIONS. (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) IIRCES. (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 lirTES- 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 � This truss has been designed for a 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide (c,. tS will fit between the bottom chord and any other members. �Gj� ��GINE�•� �0 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 t1 "y'_,.. capacity of bearing surface. 8 2Qd P 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. 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. C)-7 �}_OREGON k' Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at ��h"'7,� ' n fid` k 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. V � 'f 4, 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). le/. RR 11.L 11 AD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 11,2019 tinued 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.' 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/TPI7 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 Truss Truss Type Qty Ply 21367-5S K5962585 367-5S EJ05 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:16 2019 Page 2 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-VX6PrPpKXm1 fGgIDHiHO9imufnsGuSgg19oL4szS2f1 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 I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mike 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/i 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 21367-5S K5962586 367-5S 0 EJ06 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:17 2019 Page 1 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-zjfn2lgy149W u_KQq PodivJ30ACUdv5q_pYvclzS2f0 1 2-0-0 2-0-0 Scale=1:22.0 1 7 I 1.5x4 II 1 2 4x8 = -1011 w=, 0 x4 = o M N 8 0 Ii MM 10 4 I 6 5 3x4 = 3x6 I I 2-0-0 2-0-0 110 late Offsets(X,Y)-- [3:0-1-12,0-2-0] ADING (psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl 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 DL 11.0 Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 4-5 >999 240 LL 0.0 Rep Stress lncr NO WB 0.11 Horz(CT) -0.00 8 n/a n/a DL 9,0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:171b 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 IEACTIONS. (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) L RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. P CHORD 2-5=648/66,4-8=-46/517,3-8=564/379 BS 3-5=-344/362 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 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. � � P R dfi� 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. _Cj . G I NE' tO 6)Refer to girder(s)for truss to truss connections. C? /- Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ✓ -V capacity of bearing surface. g Q�� Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 211 lb uplift at joint 6 and 262 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 .....419, . „ Ipanel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. CC Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. A_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.- �7q �st 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. d 1 4, `�. P 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 'j FRR10- IAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 11,2019 ntinued on oaoe 2 a A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE A111-7473 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 p building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ivi ilek 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/T1.11 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 0Truss Truss Type Qty Ply 21367-5S K5962586 367-5S EJ06 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:17 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-zjfn2lgy149Wu_KQgPodivJ3OACUdv5q.pYvclzS2f0 IAD 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 I : , r. 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,notpielt 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 IPI1 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 21367-5S 367-5S EJ07 SPECIAL 2 1 K5962587 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:17 2019 Page 1 I D:BRY3axW kgv6k2 RkzwEh B9dzjVxF-zjfn2lgy149W u_KQq Pod ivJ3OACUdv5q_pYvc lzS2f0 I I 2-0-0 2-0-0 Scale=1:22.0 1 7 1.5x4 H I1 2 4x8 = i : i ,,A IF;1111 ;xt =,m, 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) Udefl 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 DL 11.0 Rep Stress Incr NO WB 0.11 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- 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=-137(LC 8) Max Uplift 6=-211(LC 8),8=-261(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=-648/65,4-8=-45/517,3-8=-564/378 EBS 3-5=-343/361 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. � .O P 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 < ` will fit between the bottom chord and any other members. :Cj: 0�{?I NEAR f©) 6)Refer to girder(s)for truss to truss connections. C;1 Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verifyII t4 ${3G� -57 aP Et„ capacity of bearing surface. 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 250.01b 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. OREGON ii �� 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- `-7 alb � 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. ' 14, `� 6,:c- 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). figS�j �RR4LL- AD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-201 9 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 M 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/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 Qty Ply 21367-5S K5962587 367-5S EJ07 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:17 2019 Page 2 I D:BRY3axW kgv6k2RkzwEhB9dzj VxF-zjfn2lgy 149 W u_KQq PodivJ3OACUdv5q_pYvcI zS2f0 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=-i35(F=-63)-to-3=-146(F=74) 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 MII-7473 rev.10/83/2015 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 Mrib 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 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 tib Truss Truss Type Qty Ply 21367-5S K5962588 367-5S EJ08 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:18 2019 Page 1 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-RwD9F5ga3NH N W7vcO7JsE7rE8aYjMMLzDTHS9kzS2f? I 2-0-0 2-0-0 Scale=1:22.0 1 7 1.5x4 H I1 2 458 = i . iI0 E :4 O F• 10 4 I 6 5 354 = 3x6 I I 2-0-0 2-0-0 Ilate Offsets(X,V)-- [3:0-1-12,0-2-0] DADING (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 DL 11.0 Rep Stress Incr 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:171b FT=20% DL 9.0 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 IEACTIONS. (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) RCES. (ib)-Max.Comp./Max.Ten.-All forces 250(lb)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;VuIt=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 Provide adequate drainage to prevent water ponding. IiThis truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. R�� tS *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.. 0, will fit between the bottom chord and any other members. SCJ GI NE. , fQ 6)Refer to girder(s)for truss to truss connections. C;1 /fj Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �4 ^f7 capacity of bearing surface. 2QC}P 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. 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 -- -_ * APIP - - 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. y if_OREGON ri , Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up atit Ir '+ gyp` . 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 ' Rj‘' ip IAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-201 9 April 11,2019 tinued on Daae 2 i[iiiiI A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. MOM i 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 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'iaTekR 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?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 Truss Truss Type Qty Ply 21367-5S K5962588 67-5S EJ08 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:18 2019 Page 2 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-RwD9F5ga3NHN W7vcO7JsE7rE8aYjMMLzDTHS9kzS2f? 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 I 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. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not k 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 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 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 21367-5S K5962589 67-5S EJ09 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:19 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-v6nXTRrCghPD7HUoygqsnKOOu_uw5pn6R71?hAzS2f_ I I 2-0-0 2-0-0 Scale=1:22.0 1 7 1.5x4 II 1 2 4x8 = Iri �=, o cm Iy a :x4 = ciN�/ O III 12 4 1 66 3x4 = 3x6 II 2-0-0 2-0-0 late Offsets(X,V)-- [3:0-1-12,0-2-0] 110 TCLL ADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl 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 DL 11.0 Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 4-5 >999 240 CLL 0.0 Rep Stress Ina' NO WB 0.10 Horz(CT) -0.00 8 n/a n/a DL 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.i&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 2.1E 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) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-5=-648/62,4-8=-40/517,3-8=-564/346 EBS 3-5=-305/323 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. 0 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � � 0x`�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 will fit between the bottom chord and any other members. `Co �Gi NEE. /� 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 ��! f7{ capacity of bearing surface. 9200PE 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 250.0Ib 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 r �� k 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 41°N, 4 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �y��' :K, IAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-201 9 April 11,2019 ntimied on nacp 2 t '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 Mi rek®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 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,DEB-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 21367-5S 1111 K5962589 367-5S EJ09 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:19 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-v6nXTRrCghPD7HUoygq5nKOOu_uw5pn6R71?hAzS2f_ 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 I I I 1 I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE M1!-7473 rev.10/03/2015 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 p building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 1Y1 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?P/f 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-SS 0 K5962590 367-SS EJ10 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:19 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-v6nXTRrCghPD7HUoygg5nKOOu_uw5pp6R71?hAzS2f_ 2-0-0 I 2-0-0 Scale=1:22.0 1 7 1.5x4 II 1 2 4x8 = III/II.... 9 'h I " 4x4 = N e, MO O om12 4 61 3x4 = 6 3x6 I I 2-0-0 late Offsets X,Y- 2-0-0 ( )- [3:0-1-12,0-2-0] TCLL ADING (psf25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell 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 DL 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. 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—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 OTES- 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 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. 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 [,. will fit between the bottom chord and any other members. PRn �Co v\GI NS's. /o 6)Refer to girder(s)for truss to truss connections. �C/ ; Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 89200PE -1+ capacity of bearing surface. {' 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.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 CC .y OREGON f, 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– 2J ,.��Au 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). f� }' 7 ' 2 Q �Q' AD CASE(S) Standard11 _ 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 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 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 21367-5S 367-5S EJ10 SPECIAL 2 1 K5962590 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:19 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-v6nXTRrCghPD7HUoygq5nKOOu_uw5pp6R71?hAzS2f_ 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 : o A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE ANI-7473 rev.1010312015 BEFORE USE. i Design valid for use only with MiTekEi connectors.This design is based only upon parameters shown,and is for an individual building component,not e 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 MiTeke 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 Truss Truss Type Qty Ply 21367-5S K5962591 67-5S EJ11 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:20 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-OlLwgnsgb?X41R3?WYLKKYxZeOD9gG4GgnmZCdzS2ez 2-0-0 2-0-0 Scale=1:22.0 I 7 1.5x4 II I 1 2 4x8 = II l. EMII W 9 o4x4 = oN111 8 I 0 12 4 61 3x4 = 5 3x6 I I 2-0-0 2-0-0 te Offsets(X,V)-- [3:0-1-12,0-2-0) a ) 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 0.19 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 LL 0.0 * Code IBC2015/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 2.1 E OTHERS 2x4 DF No.1&Btr IEACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-121(LC 8) Max Uplift 6=-i88(LC 8),8=-239(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=-648/60,4-8=-38/517,3-8=-563/336 EBS 3-5=-294/311 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. ��ac PRO��s *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 1 will fit between the bottom chord and any other members. SCO G I l� � f� 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/ . �-fJ� capacity of bearing surface. 92•OP Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 188 lb uplift at joint 6 and 239 lb uplift at joint 8. 9)This truss has been designed for a moving concentrated load of 250.01b live and 250.0lb 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 Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 44tHangers)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at c:3 ct- ,t-- -P7 a>\tx A 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. h 2 `�- �r' 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' p ° flRI AD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15113 EXPI RES: 1 31-2 1 9 ntinued on oaae 2 April 11,2019 Ar WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.t 0!03!2075 BEFOAE 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 ANSUTPI1 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 21367-5S illK5962591 367-5S EJ11 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:20 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-OlLwgnsgb?X41R3?WYLKKYxZeOD9gG4GgnmZCdzS2ez IOAD 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 1 I I I I 1 1 : =KIM A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M1t-7473 rev.10/03/2015 BEFORE USE. Mir 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 ANS4TPI1 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 21367-5S 367-SS EJ12 SPECIAL 2 1 1(5962592 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:21 2019 Page 1 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-sUvlu7tSLlfxNbeB3FsZsITkOoZNZIMPvR W6k3zS2ey I 2-0-0 2-0-0 Scale=1:22.0 1 7 1.5x4 II I1 2 4x8 = 'O 9 rt`° J1IEI 4xOroN i MI 8 1 O O 12 4 61 3x4 = 5 3x6 II 2-0-0 2-0-0 late Offsets 0<y)--0<y)-- [3:0-1-12,0-2-0] TCLLDING (psf25 p SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell 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 ILLDL 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 0.10 Horz(CT) -0.00 8 n/a n/a 0.0 * DL 9.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:18 lb FT=20% 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. (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 goTES- 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 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. c�- n This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. C V R Vfi *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`G will fit between the bottom chord and any other members. �`{,O G I lE*4- 1v/c) 6)Refer to girder(s)for truss to truss connections. aBearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �✓ gg200P -)tf capacity of bearing surface. (t u Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 186 lb uplift at joint 6 and 236 lb uplift at S/ joint 8. p T 9)This truss has been designed for a moving concentrated load of 250.01b live and 250.01b dead located at all mid anels and at all • panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. fl I Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. y 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 CC 4 1 SDG 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. }' 2° -� 4,f -- 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). /� 'Q 7�' t7 Q IAD CASE(S) Standard HERR i ot- v 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 PAGEM11-7473 rev.10/03/2015 BEFORE USE. MUM i Design valid for use only with MiTektE connectors.This design is based only upon parameters shown,and is for an individual building component,not 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"always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the int fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS!?Pl1 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 I t b 367-5S Truss EJ12 Truss Type SPECIAL Oty 2 1 Ply 21367-5S K5962592 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:21 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-sUvlu7tSLlfxNbeB3FsZsITkOoZNZiM PvRW6k3zS2ey OAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) 111 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 1 I I I I I I I I I 1 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 MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the art R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS9TPI1 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 b0Truss Truss Type Qty Ply 21367-5S 367-5S EJ13 SPECIAL 2 1 K5962593 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 a Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:21 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-sUvl u7tSLlfxNbeB3FaZsITkOoZNZiN PvRW6k3zS2ey 2-0-0 2-0-0 Scale=1:22.0 1 7 1.5x4 II 1 2 4x8 = I or 9ipl, ,,., 4x4 = 0iCDTNCD 0mE 12 4 I 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 DL 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.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=117(LC 8) Max Uplift 6=-183(LC 8),8=-233(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=-648/58,4-8=-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 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. �� P�{�fii *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 tr, will fit between the bottom chord and any other members. -Gj NAGi N� py f0 6)Refer to girder(s)for truss to truss connections. 'T 1:, gBearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ��4 Oc� y� capacity of bearing surface. c•.?J 2OO(O E Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 183 lb uplift at joint 6 and 233 lb uplift at a joint 8. d 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 _.I panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ct Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. OREGON 4i Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at � �Nb" A 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 2- `'r 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). j 4'14 1Z5 IO AD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXP RES: 12-31-2019 April 11,2019 ntirntorl on nano 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10f03/2015 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 ANS4TPIf Quality Criteria,DSB-89 and BOW 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 21367-5S K5962593 367-5S EJ13 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 8 Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:21 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-sUvl u7tSLlfxNbeB3FsZsITkOoZNZiN PvRW6k3zS2ey lQAD 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 1 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE Ml1-743 rev.70/03J2015 BEFORE USE. IMUlt Design valid for use only with MiTekdr 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 21367-5S ill K5962594 367-5S EJ14 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:22 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-KhTg5Su56cno_IDNdyOoPz0v8Bvc19fZ75FfHVzS2ex 1 2-0-0 2-0-0 Scale=1:22.0 I 7 1.5x4 II 1 2 4x8 = I : o 9 O " 4x4 = & N Fql „ 8 O O 1 12 4 I 6 5 3x4 = 3x6 I I I 2-0-0 2-0-0 111late Offsets(X,Y)-- [3:0-1-12.0-2-0] 0ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/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 DL 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:18 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 1800E 2.1E OTHERS 2x4 DF No.1&Btr I EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-116(LC 8) Max Uplift 6=-180(LC 8),8=230(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=-648/57,4-8=-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 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. ::) P R Q 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 t will fit between the bottom chord and any other members. <0 0,‘G I N .. /.c2 6)Refer to girder(s)for truss to truss connections. IBearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ��4 �~Q� capacity of bearing surface. 89200PE Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 180 lb uplift at joint 6 and 230 lb uplift at ' 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 -.gr.-- t.....„i,,,,,..,... 1„,r.„, 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. OREGQN jj/� ) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at 4jq Ntk r<, 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 2.0 +, 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). lP 14' 0..* IAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-201 9 April 11,2019 ntim fed on nano 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MN-7473 rev.10/03!2015 BEFORE USE. INF 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 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 ivlilek` 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 BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. MINIM Corona,CA 92880 b Truss Truss Type Qty Ply 21367-5S K5962594 367-5S EJ14 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:22 2019 Page 2 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-KhTg5Su56cno_IDNdy0oPz0v8Bvc19fZ75FfHVzS2ex LOAD CASE(S) Standard Uniform Loads(pIf) 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=-2=-i35(F=-63)-to-3=146(F=-74) I I I I I I I r 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. Design valid for use only with MITeke 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 ItTek° 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 21367-5S ill K5962595 367-5S EJ15 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 3 Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:23 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-otl2JoujtwvfcvnZBgv1 xAY4tbFg1 c1 iMl?DpyzS2ew 1 2-0-0 2-0-0 Scale=1:22.0 1.5x4 II 7 1 2 4x8 = 0 M� 9 0 1.0il 11 4X4 = v O O I. 12 4 6I 3x4 = 5 3x6 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) 1/defl 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 0.09 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 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr 1OT CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, 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 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) RCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P 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=5.4psf;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.* �� { 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. SCO INE /p 6)Refer to girder(s)for truss to truss connections. IBearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ��G/ -V capacity of bearing surface. 89200P 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 250.01b 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.I 7OREGON Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at II Cr L- N,p A 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 2- q�`�- 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). f 1:41;;: 4' ©��jT IAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 ntinued on Dane 2 April 11,2019 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 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 Malek` 250 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/TPI1 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 21367-5S K5962595 367-5S EJ15 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 S Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:23 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-otl2JoujtwvfcvnZBgv1 xAY4tbFg1 c1 iMI?DpyzS2ew '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 , Ill 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 A noon 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?P/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 21367-5S K5962596 367-5S EJ16 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:23 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-otl2JoujtwvfcvnZBgv1 xAY4tbFp1 c3iMl?DpyzS2ew 1 2-0-0 2-0-0 Scale=1:22.0 I7 1.5x4 II 1 2 4x8 = 1111141 o� 9 m c 4x4 = u PIlL ,, 8 o ,1=111111111.M. 12 4 I 66 3x4 = 3x6 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 0.20 Vert(CT) -0.00 4-5 >999 240 ICLLDL 10.0 1.0 Rep Stress lncr NO WB 0.08 Horz(CT) 0.00 8 n/a n/a CDL 9,0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:19 Ib 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 1800F 2.1E OTHERS 2x4 DF No.1&Btr IEACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=107(LC 8) Max Uplift 6=164(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. P 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 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. © PF 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 GIN �� /© 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/ 'O� capacity of bearing surface. 89200PE 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 250.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. IGraphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ,p_OREGON �C ) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at ,lam 4 �A 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). j 4' '3fP` OAD CASE(S) Standard R"� Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-$1-2019 April 11,2019 Vntinirert on nano 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10103/2015 BEFORE USE. NMI= NMI 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 IMaTek° 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?PII 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 21367-5S K5962596 367-5S EJ16 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:23 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-otl 2JoujtwvfcvnZBgv1 xAY4tbFp1 c3iMl?DpyzS2ew 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 I I I I I it 1 1 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. IIIIII 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'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 TP1I 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 21367-5S K5962597 67-5S EJ17 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:24 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-G3aQW8vLeD1 WE2MmINQGUO5Fd?b2m3LrbOkmLOzS2ev 2-0-0 I 2-0-0 Scale=1:22.0 I 1.5x4 II 7 1 2 4x8 = I =Ma. o o , tho iiiL . o lUlL o �■I 12 4 1 6 3x4 = s 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 L/d PLATES GRIP TCLL25.0 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 0.08 Horz(CT) -0.00 8 n/a n/a LL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:19 lb FT=20 DL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btri(;) 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 IEACTIONS. (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) EBS 3-5=-241/257 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. 6,c) 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 will fit between the bottom chord and any other members. l.,s, 0GI SS f® '- i 6)Refer to girder(s)for truss to truss connections. 'T it,, 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. cc" 89200PE t' 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 250.0Ib 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. _ Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. -9 OREGON j� Hanger(s)I or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at L ` Y N. A 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. '24 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). /6 .44' �� M..R R 4 l.\- IAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 11,2019 ntinued on Dace 2 1 MINIM! A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. " Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M Mak' 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 ANSI7rP/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 21367-5S K5962597 1167-5S EJ17 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:24 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-G3aQW8vLeD1 WE2MmINQGUO5Fd?b2m3LrbOkmLOzS2ev AD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 I 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 1 I I I a 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. um mg. 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° 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/11.I1 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 21367-5S I K5962598 67-5S EJ18 SPECIAL 2 1 I Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:25 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-kG8ojUwzPX9NrCxyl5xV0beQNPxHV Wd?g2UKtgzS2eu I I 2-0-0 2-0-0 Scale=1:22.0 II1.5x4 II 7 1 2 4x8 = I �:MI■IFIIM m 00 I _ _9 m " 4x4 = cti R 6 0 I o k 12 4 1 65 3x4 = 3x6 II 2-0-0 2-0-0 ate Offsets(X,V)-- [3:0-1-12,0-2-0] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in Om) I/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 DL 11.0 Rep Stress lncr NO WB 0.08 Horz(CT) -0.00 8 n/a n/a LL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:20 lb FT=20% DL 9.0 LUMBER- BRACING- P CHORD 2x4 DF No.1&Btr IE TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, T CHORD 2x4 DF No.1&Btr except end verticals. BS 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 IltACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-103(LC 8) Max Uplift 6=-i57(LC 8),8=-208(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=-648/52,4-8=-27/518,3-8=-563/283 EBS 3-5=-235/251 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 IIProvide adequate drainage to prevent water ponding. { P R fir This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.} ( 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 tS will fit between the bottom chord and any other members. �C; ��GINEfifi /� 6)Refer to girder(s)for truss to truss connections. 1j IBearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 'V capacity of bearing surface. .„ .,89200PE 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.OIb dead located at all mid panels and at all 41111V/0"-- tir .. 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.I -9 OREGON 4, Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at m , �Ntx k 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. /� 1 4 2," ,c- 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 13 4RRtLL 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 l 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 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 Trek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the i fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and BCSI 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 21367-5S K5962598 1[67-53 EJ18 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:25 2019 Page 2 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-kG8ojUwzPX9NrCxyl5xVObeQNPxHV Wd?q2U KtgzS2eu 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) 1 I I 1 1 1 I i i I 1 I I I 111 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,not MOM 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 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 21367-5S K5962599 67-5S0 EJ19 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:25 2019 Page 1 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-kG8ojUwzPX9NrCxyl5xV0beQNPxHV Wf?q2U KtgzS2eu 2-0-0 2-0-0 Scale=1:22.0 1 1.5x4 I I 7 1 2 4x8 = I0 o7 m -9 q I 1, 4x4 = N cii �„ 6 I !_LI 12 4 I 6 5 3x4 = 3x6 11 2-0-0 2-0-0 te Offsets(X,Y)-- [3:0-1-12.0-2-0] a tADING (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 Incr NO WB 0.08 Horz(CT) -0.00 8 n/a n/a LL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:20 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. BS 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 ACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 I t 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) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-5=-648/51,4-8=-26/518,3-8=-563/278 NOTES- 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 $Wind: 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. �{ R fiC *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 will fit between the bottom chord and any other members. t Refer to girder(s)for truss to truss connections. �Gj� � IeCh /© 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verifyYss �' T 1- capacity of bearing surface. �/ .7 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 154 lb uplift at joint 6 and 204 lb uplift at }� joint 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 // A'" 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)104 lb down and 34 lb up atOREGON 4:i 0 1Z 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. - fib` If In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ob 1�i4p je 1 4 t `ZO `c, IAD CASE(S) Standard {4 - 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 5 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. 11111R 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 TPN 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 21367-5S K5962599 11_____67-5S EJ19 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:26 2019 Page 2 I D:B RY3ax W kgv6k2RkzwEh B9dzj VxF-CSi BxgxbArH ETM W 8soSkZpAb7pH W Ezv82 i DtQGzS2et IAD CASE(S) Standard 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 ii I 1 1I I I r I I 1 I I ®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,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 � ' 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?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 21367-5S K5962600 367-5S EJ20 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:26 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-CSiBxgxbArHETMW8soSkZpAb7pHVEzx82iDtQGzS2et I I 2-0-0 2-0-0 Scale=1:22.0 1.5x4 11 7 1 2 4x8 = a III i MEI T o ,- rn'7 ;9 1IiI m 4x4 = T I IM �, 8 0 o �� 12 4 I 6 5 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) 1/deft L/d PLATES GRIP TCLL 25.0 (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 DL 11,0 Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 IILL 0.0 Rep Stress Incr NO WB 0.08 Horz(CT) -0.00 8 n/a n/a DL 9.0 Code IBC20151TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:20 lb FT=20% 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 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) IRCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-5=-648/51,4-8=-25/518,3-8=-563/272 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. P *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 (,7i will fit between the bottom chord and any other members. �� tSs/ Refer to girder(s)for truss to truss connections.0 "h 0 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �� ' 7r 4 capacity of bearing surface. Ct" Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 150 lb uplift at joint 6 and 201 lb uplift at 89200P joint 8.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 E r panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ,4////P..V ) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 4 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 -9G it_OREGON �4j 1-9-12 on top dgon cndes)isresponsibility -47 In the LOAD CASEchord.S)The sectionesi,loadsn/selectiappliedof to thesuch faceonection of the trussevicare notedthe asrfrontspon (F)ibiliorof backothers..(B) �� j}`ts1 � �� EStandard &. R I`.". 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 ntjmADiRdCASnn WaneS) 2 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 �Q 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' 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 ANS4fP/1 Duality 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 21367-5S K5962600 67-5S EJ20 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:26 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-CSiBxgxbArHETM W8soSkZpAb7pHV Ezx82iDtQGzS2et tAD CASE(S) Standard 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 1 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. �� imi 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'T®k° 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 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 21367-5S K5962601 67-5S EJ21 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:27 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-geGZ8AxDx8Q55W5LQWzz60jmtCckzQCI HMzQyjzS2es I 2-0-0 2-0-0 Scale=1:22.0 I 1.5x4 2 x7 1 2 4x8 = 0 0 o N 9 o O IIIII4X4 = cq I 8, o I ill ' MIN o �■ 12 4 6 3x4 = 5 3x6 I I i , 2-0-o I 2-0-0 ate Offsets(X,V)-- [3:0-1-12,0-2-0] ADING (psf)113 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl 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 IDL 11.0 Rep Stress Incr NO WB 0.07 Horz(CT) -0.00 8 n/a n/a LL 0.0 DL g•p * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:201b FT=20% 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 EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-97(LC 8) Max Uplift 6=-147(LC 8),8=-197(LC 9) Max Gray 6=553(LC 24),8=585(LC 33) tRCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. P CHORD 2-5=-648/50,4-8=-24/518,3-8=-563/266 NOTES- Wind: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 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �® QF will fit between the bottom chord and any other members.0 C3 Gt N s/ 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 �� t�` 17 �1.. capacity of bearing surface. „ Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 147 lb uplift at joint 6 and 197 lb uplift at �2•�� joint 8. 4 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 ,00/.. , . de„,-"Yr* 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. �} 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 -9L OREGON ke 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). )'itlirt�j A 2© ;' 111 AD CASE(S) Standard P R I V--8.- 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 ntimteri on none 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 ,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/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 21367-5S K5962601 67-5S EJ21 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:27 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-geGZ8AxDx8Q55 W5LQWzz60jmtCckzQCl HMzQyjzS2es IAD 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 I I MIMS A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MlI-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 MaT®k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 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 21367-5S K5962602 67-5S EJ22 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:27 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-geGZ8AxDx8Q55 W5LQWzz60jmtCckzQEIHMzQyjzS2es I I 2-0-0 2-0-0 Scale=1:22.0 I1 1.5x42 II 7 4x8 = m 00 cl,N co I O II iii 4x4 = C 11 i �. 12 4 6 3x4 = 5 3x6 II 2-0-0 2-0-0 ate Offsets(X,Y)-- [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 0.20 Vert(CT) -0.00 4-5 >999 240 IDL 11.0 Rep Stress!nor NO WB 0.07 Horz(CT) -0.00 8 n/a n/a LL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:20 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 2.1 E OTHERS 2x4 DF No.1&Btr 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) 11 RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-5=-648/49,4-8=-22/518,3-8=-562/260 NOTES- 0 Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.ll;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. �L' *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 Lt} ()FL, G will fit between the bottom chord and any other members. 5� �N 6 Refer to girder(s)for truss to truss connections. `C, 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ��i 's T � capacity of bearing surface. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 143 lb uplift at joint 6 and 194 lb uplift at truss $��{��}P S joint 4 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" ir panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 46/0 ) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. fl Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at -3y OREGON it,/ 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. I— �Q �a, *�. 2) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). L} 1 r 2 to 4O-DeAD CASE(S) Standard 4/ F?RIO- Dead ad+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) EXPIRES: 12-31-2019 Vert:4-6=-18 April 11,2019 ntimted nn nane 2 A WARNING-Verify design parameters end 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 /� 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 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 21367-5S K5962602 67-5S EJ22 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:28 2019 Page 2 I D:BRY3ax W kgv6k2 RkzwEh B9dzjVxF-9rgxM W yriSYyiggX_DU Ce EGxdcyzitU R W Oi_U 9zS2er 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 1 I I I I t A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03J2015 BEFORE USE. I MINIM 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 }q building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 1V 1 ifek 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 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 21367-5S K5962603 67-5S EJ23 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:28 2019 Page 1 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-9rgxMWyriSYyiggX_DUCeEGxdcyzitW R W0i_U9zS2er i 2-0-0 2-0-0 Scale=1:22.0 I 1.5x4 7 1 2 4x8 = 5' o7 cr,N NI I " 4x4 = th 8 0 `_LI 12 4 i 6 5 3x4 = 3x6 I I 200 2-0-0 13 ate Offsets(X,V)-- [3:0-1-12,0-2-0j ADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl 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 0.20 Vert(CT) -0.00 4-5 >999 240 Rep Stress lncr NO WB 0.07 Horz(CT) -0.00 8 n/a n/a IDL LL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:20 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 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) 11 RCES. (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- 0Wind: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.0 P 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 C} 0%, will fit between the bottom chord and any other members. s` Refer to girder(s)for truss to truss connections. 9 O 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ,(,y T ©,yr capacity of bearing surface. �. 7 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 140 lb uplift at joint 6 and 190 lb uplift at 892(}OPE joint 8. 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 allI r-- 41111, ' 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)104 lb down and 34 lb up at OREGON k, 0 CC 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). '-2 n) 14 4,® 4 tAD CASE(S) Standard r7 R 4 L ' 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 tiro ted nn nanR 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,note a truss system.Before use,the building designer must verify the applicability of design parameters and propedy 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 iVliTek` IIIIMMI 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,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 b Truss Truss Type Qty Ply 21367-5S K5962603 367-5S EJ23 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 S Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:28 2019 Page 2 I D:BRY3ax W kgv6k2 RkzwEh B9dzj VxF-9rgxM W yriSYyiggX_DUCe EGxdcyzitW R W Oi_U 9zS2er IAD CASE(S) Standard 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 : ..... A 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 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 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 21367-5S 367-5S EJ24 SPECIAL 2 1 K5962604 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:29 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-dl OJZszUTmgpKgFjXwORBRo6NOIBRKobkgSXObzS2eq I 2-0-0 2-0-0 Scale=1:22.0 I 1.5x4 II 1 2 7 4x8 = o'7 'a,N M iii :i i a ` ILI 12 4 63x4 = 1 5 3x6 2-0-0 2-0-0 ate Offsets(X,Y)-- [3:0-1-12.0-2-0] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/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 DL 11.0 Rep Stress Incr NO WB 0.07 Horz(CT) -0.00 8 n/a n/a CDL 9.0 LL 0.0 * Code IBC2015/TP12014 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, 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 2.1E OTHERS 2x4 DF No.1&Btr ACTIONS. (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) litRCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. P CHORD 2-5=-648/48,4-8=-20/518,3-8=-562/248 NOTES- 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; 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.0 �{ n�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 4 Q t will fit between the bottom chord and any other members. is Refer to girder(s)for truss to truss connections. SCJ ��} N�F� �/© 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify C,} T /.,i capacity of bearing surface. �✓ r� n/� ""),' Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 136 lb uplift at joint 6 and 186 lb uplift at $9200 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 OP •��f� rpanel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. m )Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.it Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at y OREGON tx 4, 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 .4 - 1 4 r 25) 4 11 AD CASE(S) Standard rt R 1 L� Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 itf Uniform Loads(plf) EXPIRES: 12-31-2019 Vert:4-6=-18 April 11,2019 tinued on oaae 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 MiTek"building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing i�nilek" 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 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 b Truss Truss Type Qty Ply 21367-5S K5962604 367-5S EJ24 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:29 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-dl OJZszUTmgpKgFjXwORBRo6NOIBRKobkgSX0bzS2eq TOAD CASE(S) Standard 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 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE. Isit 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 IVhTek° 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/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 Qty Ply 21367-5S K5962605 67-5S EJ25 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:30 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-5DyhnC_6E3ogyzgw5eXgjfLH6QeQAn4kzKB5Z2zS2ep I I 2-0-0 2-0-0 Scale=1:22.0 1 1.5x4 II 1 2 7 4x8 = -:�=, Ili I C N O N 6 O 9 N V) „ 4x4 = ill 8/10 � o■,/ 12 4 1 65 3x4 = 3x6 II 2-0-0 2-0-0 ate Offsets(X,Y)-- [3:0-1-12.0-2-0] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/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 IIDL 11.0 Rep Stress lncr NO WB 0.07 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:21 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, 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 2.1E OTHERS 2x4 DF No.1&Btr ACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-90(LC 8) Max Uplift 6=-132(LC 8),8=-183(LC 9) Max Gray 6=553(LC 24),8=585(LC 33) ItRCES. (Ib)-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. P R Ffi *This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide0 Q Q C will fit between the bottom chord and any other members. �, tS Refer to girder(s)for truss to truss connections. mac, \AG I N ESR ,/� 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Cir 4 capacity of bearing surface. 5� Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 132 lb uplift at joint 6 and 183 lb uplift at �g {}a�C. joint 8. • 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 allT 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. 4 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 jjf� 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 17, - '47 b` *{• In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). r r 2° 10.4 AD CASE(S) Standard�{`t 4'1 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 ntinued on oaae 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 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 T 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^ MOM wi 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 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 21367-5S K5962605 111 367-5S EJ25 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:30 2019 Page 2 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-5DyhnC_6E3ogyzgwseXgjfLH6QeQAn4kzKB5Z2zS2ep LOAD CASE(S) Standard Concentrated Loads(Ib) Veit 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 1 I I I I I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTektE 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 s building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing I,1 ilek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Mil 1 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/1 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. __ Quality Criteria,DSB-89 and BCS/Building Component Corona,CA 92880 b Truss Truss Type Qty Ply 21367-5S K5962606 67-5S EJ26 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:30 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-5DyhnC_6E3ogyzgw5eXgjfLH6QeQAo6kzKB5Z2zS2ep I 2-0-0 2-0-0 Scale=1:22.0 II 1 1 1.5x42 74x8 = 1 CO N N 7 co i 7 ,9 ll 4x4 = c,".,, 8 o 0 �■ 12 4 I 6 5 3x4 = 3x6 I I 2-0-0 2-0-0 ate Offsets(X,V)-- [3:0-1-12.0-2-0] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 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 Rep Stress lncr NO WB 0.06 Horz(CT) -0.00 8 n/a n/a LL 0.0 * Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:21 lb FT=20% DL 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.1&Btr IEACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-88(LC 8) Max Uplift 6=-i29(LC 8),8=-179(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=-648/47,4-8=-18/518,3-8=-562/236 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.0 �� R fir s *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 C will fit between the bottom chord and any other members. t N / Refer to girder(s)for truss to truss connections. 5 T 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Nu p/' capacity of bearing surface. �J ' f� Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 129 lb uplift at joint 6 and 179 lb uplift at �' 89200P E t' int8. truss Thistruss 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. 02) ) Hanger(s) or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at 17,,- OREGON 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. tx toI- ) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). /6 4J)' 14, 2.° v3" AD CASE(S) Standard }� Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) EXPIRE:: 12-31-2019 Vert:4-6=-18 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 x a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �q building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IYI Ilek' 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/TP/t 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 21367-5S K5962606 67-5S EJ26 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:30 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-5DyhnC_6E3ogyzgw5eXgjfLH6QeQAo6kzKB5Z2zS2ep IAD CASE(S) Standard 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 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` 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 ANS!?P/1 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 21367-5S 367-55 EJ27 SPECIAL 2 1 K5962607 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:31 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-ZQW4_X?k?NwWZ7P6fL2vGsuSsp_fvFOtC_xe5UzS2eo 1 2-0-0 2-0-0 Scale=1:22.0 I 1.5x4 II 1 2 7 4x8 = I 0 M O N •, ,9 Co r7 " 4x4 = M O .►= 8 I o 0 fraMLII 12 4 I 6 5 354 = 3x6 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/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 CDL 11.0 Rep Stress Incr NO WB 0.06 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:21 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 2.1E 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) 11 RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)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. 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® P P OFG will fit between the bottom chord and any other members. t N G4 Refer to girder(s)for truss to truss connections. Gj 'T / 7)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. �✓ _177. )Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 125 lb uplift at joint 6 and 175 lb uplift atII H�LOOP 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. ! 0)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. CZ- ill1) 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 4, 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). /�J�'/}+' 14, ZQ �"T OAD CASE(S) Standard *i;R R� _\, 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 jntinjlRd on 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,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' 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 ANSt?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 ib Truss Truss Type Qty Ply 21367-5S K5962607 367-5S EJ27 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:31 2019 Page 2 I D:B R Y3ax W kgv6 k2 R kzw E h B 9d zj V x F-ZQ W 4_X?k?Nw W Z7 P6f L2vG s u Ss p_f vFOtC_xe5 U zS2eo IOAD 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 1 I I I I 1 I 1 I I '» t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. NutDesign 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 TPIf 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 21367-5S K5962608 367-5S EJ28 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 8 Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:32 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-1 c3SBt?Mmh2NBHzID3Z8p4QdcDKueihl RegBdwzS2en I 2-0-0 2-0-0 Scale=1:22.0 I 1.5x4 1 2 74x8 = 1 M O N W ,9 m 9 ■" 4x4 = m „ 8 I :. 12 4 I 65 3x4 = 3x6 2-0-0 2-0-0 10 late Offsets(X,Y)-- [3:0-1-12,0-2-0] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 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 0.06 Horz(CT) -0.00 8 n/a n/a CLL 0.0 * Code IBC2015/rP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:21 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 1800E 2.1 E 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) 11 RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-5=-648/46,4-8=-15/518,3-8=-562/223 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. 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 ��} will fit between the bottom chord and any other members. Refer to girder(s)for truss to truss connections. ., eG NFA. /0 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,capacity of bearing surface. �4 'y' Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 121 lb uplift at joint 6 and 171 lb uplift atiii 92�OPE r' 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 -� ,„000:00:0 ..-. 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. Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at * A_OREGON to1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. A-- "'7 \I)'' l In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �6 J�qj}''1 '1 4 '4,° 1 ' AD CASE(S) Standard i R 41 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 ntinued on oaae 2 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 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 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/Mil 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 21367-5S K5962608 367-5S EJ28 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:32 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-1c3SBt?Mmh2NBHzID3Z8p4QdcDKueihlRegBdwzS2en ,OAD 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 1 I I I I I I 1 1 I I I A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03f2015 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 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 Qu250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314ality Criteria,DSB-89 and BCS/Building Component �� . Corona,CA 92880 polo Truss Truss Type Qty Ply 21367-5S K5962609 I 367-5S FG01 SPECIAL 1 n L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 a Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:32 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-1 c3SBt?Mmh2NBHzID3Z8p4QfdDJuei91 RegBdwzS2en 1-10-8 3-9-0 1-10-8 1-10-8 3x4 111 1 3x4 3x4 = Scale=1:15.0 2 10 3 11 4 5 i ii Mel 111 12 4x6 =- 9 9 1 8 6 4x6 = 1---- 390 I 3-9-0 ADING (psf) LL 25.0 T SPACING- 2-0-0 CSI. DEFL. in (loc) I/def! Lid PLATES GRIP Roof Snow=25.0)il Plate Grip DOL 1.15 TC 0.05 Vert(LL) -0.01 7-8 >999 360 MT20 220/195 TCDL 11,0 Lumber DOL 1.15 BC 0.26 Vert(CT) -0.01 7-8 >999 240 LL 0.0 Rep Stress!nor NO WB 0.03 Horz(CT) 0.00 7 n/a n/a DL 9.0 Code IBC2015/TP12014 Matrix-MP Wind(LL) 0.01 7-8 >999 240 Weight:51 lb FT=20 MBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 3-9-0 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. FACTIONS. (lb/size) 8=688/Mechanical,7=2149/Mechanical Max Horz 8=-66(LC 4) Max Uplift 8=-145(LC 4),7=414(LC 5) Max Gray 8=848(LC 20),7=2243(LC 15) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-604/26,4-7=-509/26 EBS 3-8=-311/59,3-7=-311/57 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. 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;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 t�cO PROP 4-,, ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 \` { ' s Provide adequate drainage to prevent water ponding. 's D NGt l ' /® 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 ��✓ 9` will fit between the bottom chord and any other members. 89200 P Refer to girder(s)for truss to truss connections. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 145 lb uplift at joint 8 and 414 lb uplift at / ,'#ice joint 7. -r/ ��A °`f I)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. i7 OREGON 4, Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1068 lb down and 184 lb up at 7- ' A 1-9-12,and 1603 lb down and 276 lb up at 3-4-8 on bottom chord. The design/selection of such connection device(s)is the {v f' 14 '4a le responsibility of others. R 1.8t. IAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-201 9 April 11,2019 ntinued on oaae 2 AI WARNING-Verify design parameters and READ NOTES ON THIS AND fNCLUDED MfTEK REFERENCE PAGE M11-7473 rev.70!03!2075 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 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/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 0Truss Truss Type Qty Ply 21367-5S K5962609 367-5S FG01 SPECIAL 1 n L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:32 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-1 c3SBt?Mmh2NBHzID3Z8p4QfdDJuei91 RegBdwzS2en LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-2=-72,2-4=-72,4-5=-72,6-9=-18 Concentrated Loads(Ib) Vert:7=-1500(F)12=-1000(F) I I I I I I I I I I I 1 I t IWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. imitDesign 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,055-89 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 21367-5S K5962610 367-5S 0 FGO2 SPECIAL 1 G n Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:33 2019 Page 1 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-VodgPDO_X_AEpRYUmm4NLHzphdhPN59AfIQIAMzS2em I 2-9-7 I 5-6-14 I 2-9-7 2-9-7 Scale=1:17.0 3x4 H 4x4 = 1 4x4 = 1 2 11 3 12 4 5 ME1111 w i•ii illIllIllIllIllIllIll.IIWJ� , 1 13 8 14 7 10 8x8 = I 9 6 3x4 1 3x4 11 297I 5-6-14 2-9-7 2-9-7 !FADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP LL 25.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL) -0.00 8 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.12 Vert(CT) -0.01 8 >999 240 TCDL 11.0 Rep Stress lncr NO WB 0.30 Horz(CT) -0.00 7 n/a n/a LL 0.0 Code IBC20151TP12014 Matrix-MP Wind(LL) 0.00 8 >999 240 Weight:75 lb FT=20% DL 9.0 MBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 5-6-14 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=1789/Mechanical,7=1789/Mechanical Max Horz 9=68(LC 4) Max Uplift 9=259(LC 4),7=-259(LC 5) Max Gray 9=1823(LC 16),7=1826(LC 15) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=-1004/172,2-3=-1080/148,3-4=-1080/148,4-7=-1004/172 EBS 2-8=-207/1393,3-8=-464/93,4-8=-207/1393 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. IBottom 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. 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; 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,} PRQ�'C TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 A.,.;�TNV t N '- Provide adequate drainage to prevent water ponding. Cj 'T 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. C� /fj *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 / .00,00:.... -"$g�'G�}�F} "EY 0 will fit between the bottom chord and any other members. Refer to girder(s)for truss to truss connections. ,�' ter► Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 259 lb uplift at joint 9 and 259 lb uplift at joint7. �.�.. )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 I panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. y A"OREGON I{ )Girder carries tie-in span(s):22-10-8 from 0-0-0 to 5-6-14;6-0-0 from 0-0-0 to 5-6-14 L� -,7„Q 0J,‘„ � A 14, ',- P.,,,, LOAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 &'R R 11-8,- I 11/ Uniform Loads(plf) Vert:1-2=-72,2-4=-72,4-5—72,6-10=-570(F=-466,13=-86) EXPI RES: 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 ist 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 IY,JTek` 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 b Truss Truss Type Qty Ply 21367-5S K5962611 367-5S 0 FG02A SPECIAL 1 G n Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 a Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:34 2019 Page 1 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-z?BCcZ1 cl I I5Qb7hKUbcuV W_R 11 e6YXKuy9lipzS2el 2-9-7 I 5-6-14 2-9-7 2-9-7 Scale=1:17.6 4x4 = 3x4 II 4x4 = i1 2 11 3 12 4 5 ME MI • CV n C\1 J llI 1 4. � 8 13 14 7 10 8x8 = 9 6 3x4 3x4 297i 5614 i 2-9-7 2-9-7 r'FADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP LL 25.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL) -0.00 8 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.12 Vert(CT) -0.01 8 >999 240 TCDL 11.0 Rep Stress Incr NO WB 0.29 Horz(CT) -0.00 7 n/a n/a CLL 0.0 Code IBC2015/TPI2014 Matrix-MP Wind(LL) 0.00 8 >999 240 Weight:76 lb FT=20%CDL 9.0 UMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 5-6-14 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. (lb/size) 9=1789/Mechanical,7=1789/Mechanical Max Horz 9=71(LC 5) Max Uplift 9=-261(LC 4),7=-261(LC 5) Max Gray 9=1824(LC 16),7=1828(LC 15) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=-1006/174,2-3=-1028/141,3-4=-1028/141,4-7=-1006/174 EBS 2-8=-204/1357,3-8=-467/89,4-8=-204/1357 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. 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; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate I grip DOL=1.60 {�} R R QF TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow•Category II;ExpB;PartiallyExp.;Ct=1.10 F ), 9 rY P s 5)Provide adequate drainage to prevent water ponding. Co _`G`N� s/ 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. C?` �`v `T °✓1'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 wide0 V f P will fit between the bottom chord and any other members. 892VQP E Refer to girder(s)for truss to truss connections. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 261 lb uplift at joint 9 and 261 lb uplift at �_. joint 7. This truss has been designed for a moving concentrated load of 250.Olb 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. OREGON 'ji I0) 1)Girder carries tie-in span(s):22-10-8 from 0-0-0 to 5-6-14;6-0-0 from 0-0-0 to 5-6-14 G� '47 4N©` LOAD CASE(S) Standard ' eC?�� )Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 al&-R R 10- Uniform 0-Uniform Loads(plf) Vert:1-2=-72,2-4=-72,4-5=-72,6-10=-570(F=-466,B=-86) 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 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/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 21367-5S 0 K5962612 367-5S FGO2B MONO TRUSS 1 2Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:34 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-z?BCcZ1 c1115Qb7hKUbcuV WyV 1_76c_Kuy9lipzS2el I I 5-4-8 5-4-8 3x4 II 4x4 = 0.25l'2 2 Scale=1:16.7 1 i r. n c\ u: c\ • F - I6 4 3 I3x4 II 4x4 = 5-4-8 5-4-8 I OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.01 3-4 >999 360 MT20 220/195 (Roof 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:68 lb FT=20% CDL 9.0 UMBER- 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 except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FACTIONS. (lb/size) 4=562/Mechanical,3=562/Mechanical Max Horz 4=72(LC 5) Max Uplift 4=98(LC 4),3=-74(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=-556/82,2-3=-556/69 IVES- 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=1.10 } P R QFfi Provide adequate drainage to prevent water ponding. ' ,. Q IN This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �Gj {i�Gt N fi� /� 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 C? 7 /�! will fit between the bottom chord and any other members.I �4 ' Refer to girder(s)for truss to truss connections. +� �� Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 98 lb uplift at joint 4 and 74 lb uplift at joint 3. ,/ 10)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 .s' { 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 �j((� OAD CASE(S) Standard 7 4," "I}''• 14 20 :— 1 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 A..r $ ,cap, Uniform Loads(plf) C rT R 11��- 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 MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. " 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 a truss system.Before use,the building designer must verity the applicability of design parameters and property incorporate this design into the overall m� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing WI iRek" 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/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 Truss Truss Type Qty Ply 21367-5S K5962613 367-5S 0 FG03 SPECIAL 1 L n Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:35 2019 Page 1 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-RBIagv2E2cQy2lituB7rOi25sRKgr?LT7cvsEFzS2ek I 2-7-12 7-1-4 4-5-8 I 9-9-0 2-7-12 2-7-12 Scale=1:18.4 3x4 H 3x4 = 3x4 = 3x4 II 1 2 12 3 13 4 14 5 6 L 9 . 1 BSc 4x8 = 15 9 16 8 I 11 10 6x6 = 7 4x8 = 4-10-8 9-9-0 4-10-8 4-10-8 late Offsets(X,Y)-- [9:0-3-0,0-4-4] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) -0.02 9-10 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.31 Vert(CT) -0.03 9-10 >999 240 IDL 11.0 Rep Stress Incr NO WB 0.32 Horz(CT) 0.00 8 n/a n/a LL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.01 9-10 >999 240 Weight:126 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=2285/Mechanical,8=2285/Mechanical Max Horz 10=-83(LC 4) Max Uplift 10=-331(LC 4),8=-331(LC 5) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-10=-598/36,3-4=-2325/301,5-8=-538/36 I/°T CHORD 9-10=-251/1323,8-9=-234/1323 EBS 3-10=-1810/302,3-9=-152/1558,4-9=-152/1558,4-8=-1810/301 OTES- 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. 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. IWind:ASCE 7-10;VuIt=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; r C t� MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plategrip Gcj I-rl Qx 4)TCLL:ASCE 77-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 ,`Co�� G t N� `S�// 5)Provide adequate drainage to prevent water ponding. ,;} ,„ 7 /- This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �U � �P �'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 will fit between the bottom chord and any other members. Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 331 lb uplift at joint 10 and 331 lb uplift at joint 8. rt I )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 OREGON . i panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. :ti, A. 11)Girder carries tie-in span(s):19-0-0 from 0-0-0 to 9-9-0 f0 I /�,�qC}" 14, 2P v,* AD CASE(S) Standard '+: R t "- Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) EXPIRES: 12-31-2019 Vert:1-2=-72,2-5=-72,5-6=-72,7-11=-397(F=-379) April 11,2019 A 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 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 Qualify Criteria,OSB-89 and SCSI Building Component 250 Klug Circle li 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 21367-5S K5962614 367-5S 0 FG03A SPECIAL 1 n G Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:36 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-wNJzlF2tpvYpguH3Sve4zwbFGgg2ZROdLGePmhzS2ej 2-7-12 I 7-1-4I 9-9-0 2-7-12 4-5-8 2-7-12 Scale=1:18.1 3x4 II 3x4 = 3x4 = 3x4 II 1 2 12 3 13 4 14 5 6 i , e _, A 4x8 = 15 9 16 8 I 6x6 = 11 10 7 4x8 = 4-10-8 9-9-0 4-10-8 4-10-8 late Offsets(X,Y)-- [9:0-3-0,0-4-4] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.02 9-10 >999 360 MT20 220/195 Df Snow=25.0) D ) Lumber DOL 1.15 BC 0.31 Vert(CT) -0.03 9-10 >999 240 DL LL 11.0 Rep Stress Incr NO WB 0.33 Horz(CT) 0.00 8 n/a n/a 0.0 Code IBC2015/TPI2014 9.0 Matrix-MS Wind(LL) 0.01 9-10 >999 240 Weight:124 lb FT=20% DL 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=2285/Mechanical,8=2285/Mechanical Max Horz 10=-76(LC 6) Max Uplift 10=-330(LC 4),8=-330(LC 5) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-10=-600/34,3-4=-2521/326,5-8=-541/34 T CHORD 9-10=-265/1436,8-9=-249/1436 EBS 3-10=-1874/310,3-9=-155/1613,4-9=-155/1613,4-8=-1874/309 OTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: ITop 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. 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 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.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 O P R grip DOL=1.60 .� r�s 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 s `�G I N��R f© 5)Provide adequate drainage to prevent water ponding. C,? * IThis 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. gdip8)Refer to girder(s)for truss to truss connections. ,„r :":"' 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 330 lb uplift at joint 10 and 330 lb uplift 460/1.. at joint 8. I )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) 9 �"O REI �N �t panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 1- r' ic, 11) Girder carries tie-in span(s):19-0-0 from 0-0-0 to 9-9-0 <0 A'. 1}' 1 q, '- `t` AD CASE(S) Standard TR {1 Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) EXPIRES: 12-31_2019 Vert:1-2=-72,2-5=-72,5-6=-72,7-11=-397(F=-379) 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 I► _ MI 250 Klug Circle 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 I PIf 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 21367-5S 0 K5962615 367-5S FGO3B MONO TRUSS 2 G n Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:37 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-OZtLFb3VaDggH2sG?c9JW78SzE1 ulvgmawOyJ8zS2ei I 489 9-5-2 4-8-9 4-8-9 0.25 12 Scale=1:19.1 3x4 = 4x4 = 1 3x4 I I 7 2 8 c> 1 a e 9 5 3x4 = 10 4 6 3x4 I I 4x4 = 4-8-9 9-5-2 4-8-9 4-8-9 I OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.01 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.21 Vert(CT) -0.02 4-5 >999 240 TCDL 11.0 Rep Stress Incr NO WB 0.27 Horz(CT) 0.00 4 n/a n/a CLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.01 5 >999 240 Weight:121 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) 4=1011/Mechanical,6=1011/Mechanical Max Horz 6=83(LC 5) Max Uplift 4=-146(LC 8),6=-162(LC 4) �RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. P CHORD 1-6=553/53,2-3=-1109/175,3-4=-797/131 O BOT CHORD 5-6=-133/1105 EBS 2-6=-1191/201,2-5=-118/380,3-5=-169/1208 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. IBottom 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. I 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; 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 t2 �} P R r � 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. �Cj Gt NE /� 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. C? T 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 wide0 tU �' will fit between the bottom chord and any other members. '. 89200PE Refer to girder(s)for truss to truss connections. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 146 lb uplift at joint 4 and 162 lb uplift at r t � .; joint 6. I)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. 7 OREGON 04 )Girder carries tie-in span(s):8-0-0 from 0-0-0 to 9-5-2 4- 2 \tc 4, LOAD CASE(S) Standard it 7 ' 4RY Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 R R t Ll- Uniform Loads(plf) Vert:1-3=-72,4-6=-149(F=-131) EXPIRES: 12-31-2019 April 11,2019 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mi1-7473 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 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 Mirk ® ry 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 21367-5S 0367-5S HG01 MONO TRUSS 1 K5962616 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:37 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-OZtLFb3VaDggH2sG?c9JW78T3E2CIvfmawOyJ8zS2ei I 1 4-1-8 1 8-3-0 4-1-8 4-1-8 3x4 3x1125 12 Scale:3/4"=1' 1 2 4x4 = 11 3 12 4 5 1 a c• u: cv I 0 0 \ Ai i 13 8 14 7 10 3x4 = 4x4 = I9 6 3x4 I I 4-1-8 8-3-0 1 4-1-8 4-1-8 IOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) -0.01 8 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.02 8-9 >999 240 TCDL 11.0 Rep Stress Incr NO WB 0.27 Horz(CT) 0.00 7 n/a n/a CLL 0.0 Code IBC2015/TP12014 Matrix-MP Wind(LL) 0.01 8 >999 240 Weight:104 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. (lb/size) 9=1098/Mechanical,7=1098/Mechanical Max Horz 9=72(LC 5) Max Uplift 9=-169(LC 4),7=-155(LC 8) IORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. I OP CHORD 2-9=-824/144,2-3=-1079/163,4-7=-550/50 BOT CHORD 7-8=-131/1076 EBS 2-8=-197/1209,3-8=-54/443,3-7=-1220/168 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. IBottom 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. 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; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate I gripDOL=1.60 () PRpfi� TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 c6's 5)Provide adequate drainage to prevent water ponding. `Co ti�G N�� S /2 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ( ' „s, `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 , �{ 2�}�P E �� 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 169 lb uplift at joint 9 and 155 lb uplift at 41. •04.--- joint 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 ,� panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 9 OREGON to 1) Girder carries tie-in span(s):10-0-0 from 0-0-0 to 8-3-0 L �,Q o " QA�x` 74, - P LOAD CASE(S) Standard °1/,C �j IDead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 R R 1 Uniform Loads(plf) Veil:1-2=-72,2-4=-72,4-5=-72,6-10=-194(F=-176) 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 �A building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IYI iT@k" lel 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 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 21367-5S K5962617 167-5S MS1 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:38 2019 Page 1 ID:jaigHA2yM7LWX3u1 OVv7rizjVrO-SmRjSx47LXoXvCRSZJgY2LgeeeOR1 Qavpa7WrazS2eh 1-10-8 1-10-8 1 4x4 = 3x4 I I Scale=1:15.3 2 9 3 4 I IIII Iklill • II . In II. MEI e AAO :�: 10 6 8 3x4 I 1 7 4x4 = 5 1-10-8 1-10-8 !FADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP LL 25.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.00 6-7 >999 360 MT20 220/195 (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 0.03 Horz(CT) 0.00 5 n/a n/a LL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 6-7 >999 240 Weight:15 lb FT=20% DL 9.0 MBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD 2-0-0 oc purlins:1-4, except end verticals. T 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=-67(LC 8) Max Uplift 8=-142(LC 8),5=-142(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=-721/205,3-6=-623/153 I OTES- 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; 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 ITCLL: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. 5)*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. I joint Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 142 lb uplift at joint 8 and 142 lb uplift at5. "\ *C'1/40 PR 0fie Sol 8)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 `Cj .AGt N PLh /© panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. C,' T -P Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �/ o rfe�n y' I ) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)534 lb down and 208 lb up attt" 89200PE 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. y 5.00" 11) 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) StandardOREGON �� Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 L. Uniform Loads(plf) ✓ Al).- 14, " - Vert:1-2=-72,2-3=-72,3-4=-72,5-8=-18 A. R � ,Jy''` IConcentrated Loads(Ib) `r`/�R 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 MITES REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. leiDesign 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 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 Truss Truss Type Qty Ply 21367-5S K5962618 I67-5S MS2 SPECIAL 2 1 I_ _ Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:39 2019 Page 1 ID:jaigHA2yM7LWX3u1 OVv7rizjVrO-Ky_5fG516gwOXMOe71 BnbYDpP2kgmsp32Et3NOzS2eg I I 1'10"8 1-10-8 3x4 1 4x4 = Scale=1:15.5 2 g 3 q I11111.4k In '- . 111 I I MI Ell iI 10 6 8 3x4 I 4x4 = ' 7 5 1-10-8 1-10-8 IADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP LL 25.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.00 6-7 >999 360 MT20 220/195 (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 0.03 Horz(CT) 0.00 5 n/a n/a LL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 6-7 >999 240 Weight:15 lb FT=20% DL 9.0 MBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD 2-0-0 oc purlins:1-4, except end verticals. T CHORD 2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. EBS 2x4 DF Stud/Std ACTIONS. (lb/size) 8=584/Mechanical,5=584/Mechanical Max Horz 8=-68(LC 8) Max Uplift 8=-143(LC 8),5=-144(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=-721/208,3-6=-623/153 OTES- 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; 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. Refer to girder(s)for truss to truss connections. ill Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 143 lb uplift at joint 8 and 144 lb uplift at :0 PROP joint 5. 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 allN E�h �/® panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads.I TT /�,1 Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 44-," "yr Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)534 lb down and 208 lb up at -9LQ®P { 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. �Q✓ 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). -..- �. IADCASE(S) Standard 7 OREGON �� Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 1 �` Uniform Loads(plf) / } - 2$ �� Vert:1-2=-72, Concentrated Loads(Ib)2-3=-72,3-4=-72,5-8=-18 A"/d- �Jj Vert:9=-500(F) RAI �� I 00(F)10=-500(F) EXPIRES: 12-31-2019 April 11,2019 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mff-7473 rev.10/0312075 BEFORE USE. lot" 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 MINN 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 21367-5S 116 K5962619 367-5S MS3 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:39 2019 Page 1 ID:jaigHA2yM7LWX3u1 OVv7rizjVrO-Ky_5fG516gwOXMOe71 BnbYDpS2kfmsn32Et3NOzS2eg I 1-10-8 1-10-8 1 4x4 = 3x4 II Scale:3/4"-=1' 2 9 3 4 I _i\ .. 1 _ 1.1k rr I ii 14 ME Min ,1 1 10 6 8 4x4 = I 7 5 3x4 I I 1-10-8 1-10-8 ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP LL 25.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) -0.00 6-7 >999 360 MT20 220/195 (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 0.04 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:15 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. OT CHORD 2x6 DF 1800F 2.1Eall BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. EBS 2x4 DF Stud/Std FACTIONS. (lb/size) 8=584/Mechanical,5=584/Mechanical Max Horz 8=-70(LC 8) Max Uplift 8—146(LC 8),5=-146(LC 9) Max Gray 8=764(LC 24),5=691(LC 26) RORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-721/213,3-6=-623/154 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 11 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. Refer to girder(s)for truss to truss connections. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 146 lb uplift at joint 8 and 146 lb uplift at t1'I p PR 0� 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 �Gj 0� `NE /© 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. • .i -7 �' Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)534 lb down and 208 lb up at 892OO P 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). `M OAD CASE(S) Standard OREGON /lin C Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 1.- tx Uniform Loads(plf) '{ }' 4 r2fl� `�� Vert1-2=-72,2-3=-72,3-4=-72,5-8=-18 t, ' �P Concentrated Loads(Ib) \.. I Vert:9=-500(F)10=-500(F) EXPIRES: 12-31-2019 April 11,2019 AWARNtNG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. NutDesign 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 ANSUTP/1 Quality Criteria,DSB-89 end 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 21367-5S K5962620 367-SS111) MS4 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:40 2019 Page 1 I D:jaigHA2yM7LWX3u1 OVv7rizjVrO-o8YTtc6Nt82F8Wbrhki07mm_ES3uVJ?CGuccvTzS2ef 1-10-8 1-10-8 3x4 I I 1 4x4 = Scale:3/4'=1' 2 9 3 4 IME ME ■■1k rim I N i IN , Imilid.. ; i :% ,, 10 6 8 4x4 = 1 7 5 3x4 1 1-10-8 { 1-10-8 IADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP LL 25.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) -0.00 6-7 >999 360 MT20 220/195 (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 0.04 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:15 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. OT CHORD 2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. EBS 2x4 DF Stud/Std FACTIONS. (lb/size) 8=584/Mechanical,5=584/Mechanical Max Horz 8=-71(LC 8) Max Uplift 8—147(LC 8),5=-148(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=-721/216,3-6=-623/154 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;Prf=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. Refer to girder(s)for truss to truss connections. 0 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 147 lb uplift at joint 8 and 148 lb uplift at > � PR fx r joint 5. (, GCc� 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 I� h 4� panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. C? TT /- 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)534 lb down and 208 lb up at i P r 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). . -� AD CASE(S) Standard Ate_OREGON 1 Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 z! fib` A� Uniform Loads(plf) �0 �}' 14, 2-" Vert:1-2=-72,2-3=-72,3-4=-72,5-8=-18 Concentrated Loads(Ib) �; R`� 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 MI1-7473 my.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 RR�T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IYI i IekM1 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 1-4,_• Truss Truss Type Qty Ply 21367-5S K5962621 67-5S MS5 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 8 Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:41 2019 Page 1 ID:jaigHA2yM7LWX3u1 OVv7rizjVrO-GL6s4y6?eSA6mgA1 ESDFgz190rP7EmDMVYMASvzS2ee 1-10-8 1-10-8 4x4 = 3x4 I I Scale=1:16.4 1 2 g 3 q I =Ik In 1 0, A & I r - .1.1 .In 1 01 Ill MIN e 10 6 8 4x4 = I 7 5 3x4 11 1-10-8 1-10-8 IADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP LL 25.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) -0.00 6-7 >999 360 MT20 220/195 (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 0.04 Horz(CT) 0.00 5 n/a n/a LL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 6-7 >999 240 Weight:15 lb FT=20% DL 9.0 MBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD 2-0-0 oc purlins:1-4, except end verticals. T CHORD 2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. EBS 2x4 DF Stud/Std EACTIONS. (Ib/size) 8=584/Mechanical,5=584/Mechanical Max Horz 8=-73(LC 8) Max Uplift 8=-150(LC 8),5=-i50(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=-721/221,3-6=-623/155 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=1.60 111 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. IRefer to girder(s)for truss to truss connections. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 150 lb uplift at joint 8 and 150 lb uplift atf � PR OpF joint 5. • 8)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 \Co - GI N,�F� s`© panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. C J �j Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 444 '' Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)534 lb down and 208 lb up at g 1 UUI E. P 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). 421P �AD CASE(S) Standard 4 �}_OREGONlid Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Cr �L �7 1� . Uniform Loads(plf) �,� �' 1 4 2fl s Vert:1-2=-72,2-3=-72,3-4=-72,5-8=-18 VP I Concentrated Loads(Ib) /1'1 .6`R t L.1. Vert:9=-500(F)10=-500(F) EXPIRES: 12-31-2019 April 11,2019 MINIM 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® 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 Truss Truss Type Oty Ply 21367-5S K5962622 67-5S MS6 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:41 2019 Page 1 ID:jaigHA2yM7LWX3u1 OVv7rizjVrO-GL6s4y6?eSA6mgA1 ESDFgzl9_rP7EmCMVYMASvzS2ee 111 I 1-10-8 I 1-10-8 1 4x4 = 3x4 I I Scale=1:16.6 2 9 3 4 I -- \-_ .E\, '- 4x4 MI = 7 5 3x4 I I 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 0.14 Vert(LL) -0.00 6-7 >999 360 MT20 220/195 (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 0.04 Horz(CT) 0.00 5 n/a n/a LL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 6-7 >999 240 Weight:161b FT=20% DL 9.0 MBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD 2-0-0 oc purlins:1-4, except end verticals. T CHORD 2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. EBS 2x4 DF Stud/Std ACTIONS. (lb/size) 8=584/Mechanical,5=584/Mechanical Max Horz 8=-75(LC 8) Max Uplift 8=-151(LC 8),5=-152(LC 9) Max Gray 8=764(LC 24),5=691(LC 26) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-721/225,3-6=-623/155 11 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 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. Refer to girder(s)for truss to truss connections. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 151 lb uplift at joint 8 and 152 lb uplift at c�c�` P R o joint 5. �Ljss This truss has been designed for a movingconcentrated load of 250.OIb live and 250.OIb dead located atall midpanels andall N / g caedpa esatCoCj ..,,tt +� panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. (.y N. �''iv �`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)534 lb down and 208 lb up at g0®R 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. , . d 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �� ` ic^— IADCASES) Standard OREGON C0 Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 fi ::, Uniform Loads(pif) ° �" 4 r � �— Concentrated Loads(1b)2-3=-72,3-4=-72,5-8=-18 f1�• ��j�'' 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 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 properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSYfPl1 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 Qty Ply 21367-5S K5962623 67-5S SB1 SPECIAL 14 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:42 2019 Page 1 I D:jaigHA2yM7LWX3u 1 OVv7rizjVrO-kXgEll7dPl IzOpkDo91U DBrJh Fk5z9WkC5j_LzS2ed I i 1-10-8 1-10-8 1 3x4 = 1.5x4 l 1 Scale=1:13.5 2 7 3 4 i - - I ii • • ••❖•o❖..00❖.❖.❖.❖.❖.��.•:O•: .❖❖0000•.000•oo❖••••• •❖,;4•o II000voov,.000vovr•000• •It.,.•••• I 3x6 6x6 = 6 8 5 1-10-8 11 1-10-8 ADING (psf)11 SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP LL 25.0 Plate Grip DOL 1.15 TC 0.21 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 0.29 Horz(CT) -0.01 6 n/a n/a LL 0.0 Code IBC2015/TP12014 Matrix-P Wind(LL) 0.00 6 **** 240 Weight:121b 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, :iliOT 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. FACTIONS. 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=-182(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 OT 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 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 will fit between the bottom chord and any other members. p PR(� Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 386 lb uplift at joint 6,182 lb uplift at ��,`niv p O joint 1 and 560 lb uplift at joint 5. �Co ��,�GI N ',�C /© 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� 7 �j panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads.I cp�tf�� n ' 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 r loads along bottom chord from 0-0-0 to 1-10-8 for 300.0 plf. 164p, /.....-.... ill c) rt OREGON�� to /O 1` 14,416 2-° p, IEXPIRES: 12-31-2019 April 11,2019 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MtTEK 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 {�1�T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Itfi 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/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 21367-5S K5962624 67-5S SB2 SPECIAL 14 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:43 2019 Page 1 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-CjEcVe8GA3RpOzJ PMtGjIONRLf4KiZleysrH WnzS2ec I 1-10-8 1-10-8 1 2 6x6 = 1.554xI I Scale=1:19.3 !I 7 4 \ - I it III :0000000000000.4p1 I 3x6 II 6x6 = 6 8 5 1-10-8 1.10-8 IIADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP LL 25.0 Plate Grip DOL 1.15 TC 0.41 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 lncr YES WB 0.45 Horz(CT) -0.02 6 n/a n/a LL 0.0 * Code IBC2015/TPI2014 Matrix-P Wind(LL) 0.00 6 **** 240 Weight:16 lb FT=20 IDL 9.0 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 EACTIONS. All bearingsBOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1-10-8. (Ib)- 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) RCES. 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 T 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 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 PR will fit between the bottom chord and any other members. ` �} Ore Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 520 lb uplift at joint 6,403 lb uplift at 4, t�� joint 1 and 917 lb uplift at joint 5. �Gj GIN- n !0 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 �J T *y'i 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 dragCZ- (}(Q f loads along bottom chord from 0-0-0 to 1-10-8 for 300.0 plf. 4. '`',,ir► 1 _OREGON 1), t <0 '1fr14, 24 vo.4 I 10- 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 R�IYl;� building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing l/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/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 Oty Ply 21367-5S 0 K5962625 367-5S WG1 SPECIAL 1 A L Job Reference(optional) PIacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:45 2019 Page 1 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-96MMwK9WighXFHToTI IBgpTghTINAU9xQAKNbgzS2ea 3-1-10 8-6-14 I 14-0-2 19-5-6 24-10-10 28-0-0 3-1-10 5-5-4 5-5-4 5-5-4 5-5-4 3-1-6 Scale=1:46.7 I 7x6 = 1 2 18 3 19 4 20 5 21 6 22 7 23 8 9 1p n n n n 0,1 : li n e n C •w...• �••�44:, ��••••��• ••��iji��.i��i��i��••••••••••••��•��:i••••• •:••••••••••••••••••••••••••••••••• •••♦ • 6x6 = 24 16 25 26 15 27 14 28 13 29 12 30 11 31 4x4 = 17 7x6 = 10 I 1 2-7-8 5-10-4 7-11-0 11-3-8 16-8-12 22-2-0 28-0-0 2-7-8 3-2-12 2-0-12 3-4-8 5-5-4 5-5-4 5-10-0 late Offsets(X,V)-- [5:0-3-0,0-4-8],[13:0-3-0,0-4-8] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.01 15-16 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.30 Vert(CT) -0.03 10-11 >999 240 CDL 11.0 Rep Stress Ina NO WB 0.43 Horz(CT) -0.01 17 n/a n/a CLL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.01 15 >999 240 Weight:334 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 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 20-1-0 except(jt=length)17=2-11-0,1=2-11-0,16=0-3-8,14=0-3-8. I (Ib)- Max Horz 1=-234(LC 22) Max Uplift All uplift 100 lb or less at joint(s)except 17=-872(LC 22),9=-193(LC 61),10=-707(LC 25),13=-362(LC 22),12=-128(LC 22),11=-137(LC 22),1=-378(LC 56),16=-169(LC 33),14=-189(LC 22) Max Gray All reactions 250 lb or less at joint(s)except 17=1556(LC 47),9=290(LC 62),10=795(LC 20), 13=1854(LC 1),12=850(LC 83),11=909(LC 84),1=347(LC 54),16=1211(LC 46),14=1187(LC 47) IORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-17=-681/132,2-3=-818/819,3-4=-2455/1257,4-5=-1037/1346,5-6=-955/970, 6-7=-935/918,7-8=-966/941,8-10=-468/162 BOT CHORD 16-17=-1030/1668,15-16=-989/1580,14-15=-911/1286,13-14=-1046/1387, 12-13=-1096/907,11-12=-925/847,10-11=-942/917 I EBS 3-17=-2114/1371,3-15=-1158/1870,4-15=-1241/2234,4-13=-2604/1489, 5-13=-1310/1221,5-12=-1027/1236,6-12=-1185/1192,6-11=-1105/1151, 7-11=-1165/1178,7-10=-1114/1143 TOTES- 2-ply truss to be connected together with 10d(0.131'x3")nails as follows: PR Q�r 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 0-7-0 oc. SCI : G i N E.. /7 Webs connected as follows:2x4-1 row at 0-9-0 oc. 'T 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/ n nh -? ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. �72V V P 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; ,/ 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 Provide adequate drainage to prevent water ponding.0 -� OREGON to All plates are 3x4 MT20 unless otherwise indicated. 4- ' This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 14 t P'- 8)*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 �j will fit between the bottom chord and any other members. R I t I Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 872 lb uplift at joint 17,193 lb uplift at joint 9,707 lb uplift at joint 10,362 lb uplift at joint 13,128 lb uplift at joint 12,137 lb uplift at joint 11,378 lb uplift at joint 1,169 lb EXPIRES: 12-31-2 019 uplift at joint 16 and 189 lb uplift at joint 14. 10)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 April 11,2019 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 1 ntinL on page 2 I�WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M(TEK REFERENCE PAGE Mtt-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 4.444. 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 horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type Qty Ply 21367-5S K5962625 I67-5S WG1 SPECIAL 1 n G Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:46 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-dlw17gA8T_pOtR2_1?pQN1??Rs4cvxO5fg3x76zS2eZ 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 28-0-0 for 300.0 plf. 12) Girder carries tie-in span(s):5-6-0 from 0-0-0 to 28-0-0 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1400 lb down and 241 lb up at 4-9-4,and 1400 lb down and 241 lb up 1110 at 6-9-4 on bottom chord. The 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) Vert:1-2=-72,2-8=-72,8-9=-72,10-17=-90(F=-72) Concentrated Loads(Ib) Vert:26=-1310(B)27=-1310(B) I I I 1 I I I I I I I I I I : 11111111•111 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 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 KiliTek° 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 Truss Truss Type Qty IPly 21367-5S K5962626 0[67-5S WG1A SPECIAL 1 n G Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:48 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-Zh1VYLCO_b366kCN9QruSS5KfgmyNg1067Y2B?zS2eX I3-1-10 8-6-14 14-0-2 19-5-6 24-10-10I 28-0-0 3-1-10 5-5-4 5-5-4 5-5-4 5-5.4 3-1-6 Scale=1:47.2 1 3x4 II 7x6 = 8x8 = 3x4 II 3x4 = 3x4 = 3x4 = 1 2 20 3 21 4 22 5 23 6 24 7 25 8 9 . ' I IIPA .' •VA I I laWt 'A. Y I : : -.: - i•-)3 1 ..: ?" •--... Z_ ::-.w ,• ,_•_Z... --•--:- ........ • .2 -_7..-..-ii 6x6 = 26 18 27 28 17 29 16 30 15 31 14 32 13 33 34 12 35 36 11 10 193x4 = 7x6 = 3x4 = 3x6 = 3x12 I 6x6 = I I I 2-7-8 I 5-10-4 7-11-0 11-3-8 15-1-4 16-8-12 22-2-0 22-p-8 24-10-10 28-0-0 2-7-8 3-2-12 2-0-12 3-4-8 3-9-12 1-7-8 5-5-4 04-8 2-7-2 3-1-6 late Offsets(XX)-- [5:0-3-0,0-4-8],[15:0-3-0,0-4-8] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) -0.01 17-18 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.31 Vert(CT) -0.02 17-18 >999 240 DL 11.0 Rep Stress Incr NO WB 0.48 Horz(CT) -0.01 19 n/a n/a CDL 9,0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.01 17 >999 240 Weight:341 lb FT=20% 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 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 14-4-8 except(jt=length)19=2-11-0,11=0-8-0,1=2-11-0,18=0-3-8,16=0-3-8. I (Ib)- Max Horz 1=-76(LC 4) Max Uplift All uplift 100 lb or less at joint(s)except 19=-924(LC 22),11=1080(LC 33),15—360(LC 23), 14_109(LC 22),13—558(LC 24),1=-348(LC 56),18=-168(LC 25),16=-177(LC 22) Max Gray All reactions 250 lb or less at joint(s)except 19=1589(LC 47),11=2748(LC 46),15=1876(LC 1), 14=822(LC 83),13=3166(LC 47),13=3153(LC 1),1=361(LC 54),18=1192(LC 46),16=1148(LC 47) IRCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-19=-648/126,2-3=-985/983,3-4=-2484/1253,4-5=-1038/1327,5-6=-951/981, 6-7=-924/1000,7-8=-905/873,8-11=-547/46 BOT CHORD 18-19=-1048/1656,17-18=-957/1532,16-17=-969/1361,15-16=-977/1318, 14-15=-1109/906,13-14=-997/867,12-13=-1163/2066,11-12=-1056/1922 IEBS 3-19=-2141/1421,3-17=-1212/1898,4-17=-1285/2252,4-15=-2616/1526, 5-15=-1273/1232,5-14=-1056/1241,6-14=-1181/1203,6-13=-1179/1188, 7-13=-2983/1506,7-11=-2493/1399,7-12=-368/2349 IOTES- �f P Fe 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: �" C Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. y Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. `CJ NG I N „ `V') 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 �/ 2 "f' ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 9200P' { 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 plateiP_, /- grip DOL=1.60 -A! . fjli TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.100 (� Provide adequate drainage to prevent water ponding. -9 OREGON t 4(j This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. e, *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 A. /� 14 t 2.0 will fit between the bottom chord and any other members. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 924 lb uplift at joint 19,1080 lb uplift at d R R L joint 11,360 lb uplift at joint 15,109 lb uplift at joint 14,558 lb uplift at joint 13,348 lb uplift at joint 1,168 lb uplift at joint 18 and 177 lb uplift at joint 16. EXPIRES: 12-31-2019 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. April 11,2019 ntinued on oaae 2 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 R�T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IYI 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 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 21367-5S L K5962626 367-5S 0 WG1A SPECIAL 1 e� Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:48 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-Zh1VYLCO_b366kCN9QruSS5KfgmyNg1067Y2B?zS2eX 100TES- ) 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 28-0-0 for 300.0 plf. 11)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 28-0-0 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1400 lb down and 241 lb up at 4-9-4,1400 lb down and 241 lb up at 6-9-4,1400 lb down and 241 lb up at 22-9-4,and 1400 lb down and 241 lb up at 24-9-4,and 1400 lb down and 241 lb up at 26-9-4 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 ' Uniform Loads(plf) Vert:1-2=-72,2-8=-72,8-9=-72,10-19=-90(F=-72) Concentrated Loads(lb) Vert:12=-1310(B)28=-1310(B)29=-1310(B)33=-1310(B)36=-1310(B) 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.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 �//�� IIIIIIIIN building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ,y,ilek` ii 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 ANS!/lPli 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 b Truss Truss Type Qty Ply 21367-5S K5962627 67-5S WG2 SPECIAL 1 e� L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:51 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-zGjeBN EHH W RhzCwygYPb44jottgSa8ngo5nioKzS2eU 2-11-1 7-11-3 12-11-5 17-11-7 22-11-9 I 25-10-11 2-11.1 5-0-2 5-0-2 5-0-2 5-0-2 2-11-2 Scale=1:46.5 I __ 3x4 3x8 = 3x6 = 7x6 3x6 = 3x8 = 3x4 II 1 2 21 3 22 4 23 5 24 6 25 7 26 8 9 1 NM CZ EA of ! V I Allii6ta. Y r /v —•p�f�0.10.;.��0��:� :>i►:t f f•:f:.::f:•:f f:1J:f:1i:'�, k-'1 27 19 28 29 18 30 17 31 16 32 15 33 34 35 14 36 13 3738 12 39 40 41 11 10 20 6x6 = 7x6 = 3x6 = 6x6 = 8x10 M18SHS = 8x10 M18SHS = I I 2-8-45-5-2 7-11-12 10-0-8 10-51411-9-1215-5-6 17-a-1z 20-5-8 25-10-11 2-8-4 2-8-14 2-6-10 2-0-12 04-12 1-4-8 3-7-10 1-11-6 3-0-12 5-5-3 late Offsets(X,Y)-- [5:0-3-0,0-4-8],[12:0-3-0,0-4-8],[16:0-3-0,0-4-8],[18:0-3-0,0-4-8] ] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL) -0.06 11-12 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.77 Vert(CT) -0.12 11-12 >843 240 M18SHS 220/195 DL 11.0 Rep Stress Incr NO WB 0.67 Horz(CT) 0.01 11 n/a n/a CLL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.05 11-12 >999 240 Weight:311 lb FT=20% CDL 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, Except: 2-20,8-11:2x4 DF No.1&Btr 10-0-0 oc bracing:13-14,12-13,11-12. I EACTIONS. All bearings 0-3-8 except(jt=length)20=2-11-12,11=0-9-5,16=4-1-8,1=2-11-12, 13=0-5-8. (Ib)- Max Horz 1=-72(LC 4) Max Uplift All uplift 100 lb or less at joint(s)except 20=-829(LC 22),11=-1358(LC 33),16=-435(LC 22),1=378(LC 56),13=-625(LC 25),19=-131(LC 33), I 17=-237(LC 22),15=-590(LC 22) Max Gray All reactions 250 lb or less at joint(s)except 20=1291(LC 47), 11=4508(LC 46),16=1994(LC 1),1=360(LC 54),13=3641(LC 46),19=944(LC 46), 17=1566(LC 47),15=3630(LC 47) ACES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-20=-687/137,2-3=-913/913,3-4=-1593/1032,4-5=-1281/2982,5-6=-2285/1107, 6-7=-5224/1574,7-8=-1011/858,8-11=-575/56 OT CHORD 19-20=-893/1155,18-19=-816/1097,17-18=-1195/766,16-17=-1138/789,15-16=-935/809, 14-15=-750/624,13-14=-1459/3974,12-13=-1346/3889,11-12=-1343/3279 IEBS 3-20=-1514/1233,3-18=-1054/1480,4-18=-1322/2786,4-16=-3135/1544, 5-16=-3656/1613,5-14=-1391/3272,6-14=-2865/1443,6-12=-1238/2605, cp P R Ore 7-12=-1405/3527,7-11=-3708/1588 `�-c,5 GINE /®, NOTES- C? �' �i 1 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: �✓ op ' Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. ,•© 2d0 P IT Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. J; .-,--- i 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 toMS 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; -�� +OREGON MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate �3 grip DOL=1.60 './<1 14, 2®�Q`_ 4)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.0 IR R t 1=' 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. EXPIRES: -31- �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. April 11,2019 ntinued on oaae 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 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 ;Tek` mg 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 Duality Criteria,DSB-89 and BCSI Building Component hil 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 21367-5S K5962627 1367-55 WG2 SPECIAL 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:51 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-zGjeBN EHHW RhzCwygvPb44jottgSa8ngo5nioKzS2eU OTES- Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 829 lb uplift at joint 20,1358 lb uplift at joint 11,435 lb uplift at joint 16,378 lb uplift at joint 1,625 lb uplift at joint 13,131 lb uplift at joint 19,237 lb uplift at joint 17 and 590 lb uplift at joint 15. 10)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. 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 drag loads along bottom chord from 0-0-0 to 25-10-11 for 300.0 plf. Girder carries tie-in span(s):5-6-0 from 0-0-0 to 25-10-11 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1400 lb down and 241 lb up at 4-8-4,1400 lb down and 241 lb up at I6-8-4,1400 lb down and 241 lb up at 12-8-4,1400 lb down and 241 lb up at 14-8-4,1400 lb down and 241 lb up at 16-8-4,1400 lb down and 241 lb up at 18-6-4,1400 lb down and 241 lb up at 20-8-4,and 1400 lb down and 241 lb up at 22-8-4,and 1400 lb down and 241 lb up at 24-8-4 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=-72,2-8=-72,8-9=-72,10-20=-90(F=-72) Concentrated Loads(Ib) Vert:12=-1310(B)29=-1310(B)30=-1310(B)33=-1310(B)35=-1310(B)36=-1310(B)37=-1310(B)39=-1310(B)41=-1310(B) 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 MB-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTektE 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 Mak' 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 ANSUTPII 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 21367-5S K5962628 367-5S 0 WG2A SPECIAL 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:53 2019 Page 1 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-werOb3GXp8hPCW4KxzR39VoCfhUx28c7GPGotCzS2eS 2-11-1 7-11-3 12-11-5 17-11-7 22-11-9 25-10-11 2-11-1 5-0-2 5-0-2 5-0-2 5-0-2 2-11-2 Scale=1:43.1 I 7x6 = 1218 3 19 ta X20 5 Il 211: 1 II22 7 3 89 • @ n In n _ l Zo O n n In p NOOO.000000••000l" -0.•000000000000000000000000000000000000000000000000000000000• : •.0000000•.000• :• 4x4 = 2526 15 27 4x4 = 17 24 16 14 28 13 29 12 30 11 31 10 I 7x6 = I 3-1-0 5-5-2 8-4-8l 10-5-4 15-5-6 20-5-8 25-10-11 3-1-0 2-4-2 2-11-6 2-0-12 5-0-2 5-0-2 5-5-3 late Offsets(X,V)-- [5:0-3-0,0-4-8],[12:0-3-0,04-8] ] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL) -0.01 14-15 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.26 Vert(CT) -0.02 10-11 >999 240 LL 10.0 Rep Stress Incr NO WB 0.27 Horz(CT) -0.00 17 n/a n/a CDL g,p Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.01 15 >999 240 Weight:314 lb FT=20% LUMBER- BRACING- OP CHORD 2x6 DF 1800F 2.1E TOP CHORD 2-0-0 oc purlins(6-0-0 max.):1-9, except end verticals. OT CHORD 2x6 DF 1800E 2.1E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. EBS 2x4 DF Stud/Std REACTIONS. All bearings 17-6-3 except(jt=length)17=3-4-8,1=3-4-8,16=0-3-8,14=0-3-8. I (Ib)- Max Horz 1=76(LC 4) Max Uplift All uplift 100 lb or less at joint(s)10,12,11 except 17=-236(LC 4),9=-147(LC 27),13=-265(LC 4), 1=-287(LC 22),16=-109(LC 9),14=-179(LC 4) Max Gray All reactions 250 lb or less at joint(s)except 17=1115(LC 1),9=296(LC 28),10=603(LC 27), 12=669(LC 49),13=1244(LC 1),11=696(LC 50),1=381(LC 20),16=864(LC 45),14=1099(LC 15) illgRCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-17=-581/99,3-4=-1616/345,4-5=-153/600,8-10=-415/134 OT CHORD 16-17=-221/962,15-16=-221/962,14-15=-172/716,13-14=-172/716,12-13=-251/118, 10-11=-64/287 EBS 3-17=-1280/298,3-15=-137/1003,4-15=-202/1306,4-13=-1773/414,5-13=-557/152, 5-12=-347/153,6-12=-485/124,6-11=409/85,7-11=-492/113,7-10=-371/66 ROTES- 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. Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. {,co PR(� � Webs connected as follows:2x4-1 row at 0-9-0 oc. i.. SO 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 ••:' ��G I I" �® ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. Ctt --171 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�� MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate E 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 5)Provide adequate drainage to prevent water ponding. 4121P . IAll 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. OREGONke *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 � ,v�r \ A. will fit between the bottom chord and any other members. 1 4, 2.°. 4 � 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10,12,11 except (jt=lb)17=236,9=147,13=265,1=287,16=109,14=179. R 41.„l.- v 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: 12-31-2019 1)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Nu/ 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 !AMA* 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/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 21367-5S K5962628 367-5S 0 WG2A SPECIAL 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:53 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-werOb3GXp8hPCW4KxzR39VoCfhUx28c7GPGotCzS2eS OTES- Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1400 lb down and 241 lb up at 4-8-4,and 1400 lb down and 241 lb up at 6-8-4 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=-72,2-8=-72,8-9=-72,10-17=-18 Concentrated Loads(Ib) Vert:26=-1310(B)27=-1310(B) 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 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 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 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 21367-5S K5962629 367-5S WG3 SPECIAL 1 2 L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:55 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-sl y801HnLIx7SpEj3OTXEwtX7VAUW0fQjjlvx5zS2eQ I3-2-4 8-8-12 14-3-4 19-9-12 23-0-0 3-2-4 5-6-8 5-6-8 5-6-8 3-2-4 Scale=1:38.6 I 3x4 I I II 3x4 = 7x6 3x4 = 3x4 = 3x4 1 2 16 3 17 4 18 5 19 6 20 7 8 @ E3 n n ® v • v • 074. 24 2511 26 15 21 14 22 13 23 12 3x4 = 10 27 9 I6x6 = 3x4 = 7x6 = 6x6 = I 5-11-8 11-6-0 14-8-3 17-0-8 19-11-11 23-0-0 5-11-8 5-6-8 3-2-3 2-4-5 2-11-3 3-0-5 Offsets(XV)-- [4:0-3-0,0-4-8],[9:0-3-0,0-3-12],[13:0-3-0,0-4-8],[15:0-3-0,0-3-12]Ite ] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) -0.01 14-15 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.25 Vert(CT) -0.03 14-15 >999 240 DL 11.0 Rep Stress Incr NO WB 0.42 Horz(CT) 0.01 9 n/a n/a CDL 9.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.01 11 >999 240 Weight:275 lb FT=20% LUMBER- BRACING- P CHORD 2x6 DF 1800F 2.1E113 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 14-8-3 except(jt=length)9=3-3-13,8=3-3-13,12=0-3-8,10=0-3-8. I (Ib)- Max Horz 1=-234(LC 22) Max Uplift All uplift 100 lb or less at joint(s)except 15=-672(LC 24),1=-210(LC 56),9=-895(LC 25), 13=-362(LC 22),14=149(LC 22),8=-388(LC 60),12=-350(LC 25),10=-251(LC 22) Max Gray All reactions 250 lb or less at joint(s)8 except 15=749(LC 43),1=506(LC 54),9=1582(LC 46), 13=1850(LC 1),14=903(LC 76),12=2175(LC 46),10=1658(LC 47) IRCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-15=-488/163,2-3=-860/835,3-4=-963/973,4-5=-1065/1358,5-6=-2531/1258, 6-7=-961/963,7-9=-692/135 BOT CHORD 14-15=-914/880,13-14=-1100/897,12-13=-1006/1348,11-12=-990/1335, 10-11=-1001/1587,9-10=-1071/1705 IEBS 3-15=-1059/1130,3-14=-1167/1185,4-14=-1039/1244,4-13=-1354/1252, 5-13=-2601/1511,5-11=-1259/2224,6-11=-1181/1857,6-9=-2116/1403 NOTES- 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: eet� P �-y�-•r I Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. �t I Vr , Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 Dc. "\(('' G t N (5/ Webs connected as follows:2x4-1 row at 0-9-0 oc. `7 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 ,.� '� ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. g ' - Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; $ 200P 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 ..w 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. 0411114111111!411111111.::.r 3 1 - (z` ry I This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. OREGON �/ *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 �G/ ,� SNI k will fit between the bottom chord and any other members. } 14 t 2 ,' 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 672 lb uplift at joint 15,210 lb uplift at �jr Ijoint 1,895 lb uplift at joint 9,362 lb uplift at joint 13,149 lb uplift at joint 14,388 lb uplift at joint 8,350 lb uplift at joint 12 and 251 lb `CR t �- uplift at joint 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 }{PI RES: 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 looadpsaaalonq bottom chord from 0-0-0 to 23-0-0 for 300.0 plf. ntl2B4y/{AtJINGe.2rify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. IMIDM Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ilm 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 iTekA 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/i 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 21367-5S G K5962629 367-5S 111 WG3 SPECIAL 1 n Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:56 2019 Page 2 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-KDWXE51 P633z3zpvd5?mn8QisuWi FTvZyNUTUXzS2eP IOTES- 1)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 23-0-0 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 14-8-8,and 1400 lb down and 241 lb up at 16-8-8,and 1400 lb down and 241 lb up at 18-8-8 on bottom 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:1-2=-72,2-7=-72,7-8=-72,9-15=-90(F=-72) Concentrated Loads(Ib) Vert:12=-1310(B)25=-1310(B)26=-1310(B) 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.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 Miek 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 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 21367-5S 367-5S WG3A SPECIAL 1 K5962630 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:58 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-GceHf mJgegJhJHzIkW1EsZVsWi41jPMsPhzZYQzS2eN I 3-2-4 8-8-12 14-3-4 19-9-12 5-6-8 23-0-0 3-2-4 5-6-8 5-6-8 3-2-4 Scale=1:38.6 3x4 (I 3x4 = 3x4 = 7x6 = 3x4 = 3x4 1 2 15 3 16 4 17 5 18 6 19 7 8 i Ycm wMI i M ' 1'th mdlill'ill"I"ININI11111111111111111N4011. 111116ii Y 14 13 20 21 22 I 4x6 = 12 23 11 24 10 25 9 3x4 = 7x6 = 3x4 = 4x6 = I 5-9-13 5-1,1I-8 11-6-0 17-0-8 23-0-0 5-9-13 0-1-11 5-6-8 5-6-8 5-11-8 late Offsets(X,Y)-- [5:0-3-0,0-4-8],[11:0-3-0,0-4-8] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.99 Vert(LL) -0.06 12-13 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL I1.15 BC 0.71 Vert(CT) -0.11 12-13 >649 240 CDL 11.0 Re Stress INO WB CLL 0.0 p ncr 0.24 Horz(CT) -0.01 8 n/a n/a CDL 9.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.04 12-13 >999 240 Weight:277 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 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 17-2-3 except(jt=length)13=0-9-13. I (lb)- Max Horz 13=76(LC 24) Max Uplift All uplift 100 lb or less at joint(s)11 except 13=-927(LC 22),8=-195(LC 59),9=-744(LC 25), 12=-518(LC 25),10=153(LC 25) Max Gray All reactions 250 lb or less at joint(s)except 13=1756(LC 47),8=292(LC 60),9=819(LC 42), 11=709(LC 75),12=2927(LC 1),12=2927(LC 1),10=997(LC 1) IRCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-13=-587/53,2-3=-1042/917,3-4=-906/851,4-5=-924/897,5-6=-943/916, 6-7=-985/964,7-9=-469/163 BOT CHORD 12-13=-1020/1001,11-12=-969/947,10-11=-939/915,9-10-847/945 EBS 3-13=-1110/1230,3-12=-1212/1234,4-12=-1172/1206,4-11=-1202/1223, 5-11=-1185/1213,5-10=-1185/1209,6-10=-1185/1207,6-9=-1167/1189 OTES- 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. Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. '‘\(( 0 PR OFe:c,S' Webs connected as follows:2x4-1 row at 0-9-0 oc. C 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 �Co �GI NE ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. c 1%' 7 . , 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; 89200y'{ 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. ' ilThis truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. TO '` *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 -9 A. OREGON � will fit between the bottom chord and any other members. ,r..-- ".7 \ A, Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)11 except(jt=lb) /0 if k 14 tyfl ` • 13=927,8=195,9=744,12=518,10=153. ', •'?` 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 F� t �. Ipanel 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: 12-31-201 drag loads along bottom chord from 0-0-0 to 23-0-0 for 300.0 plf. 11)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 23-0-0 April 11,2019 ntinued on Dace 2 ...... A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES 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 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 Truss Truss Type Qty Ply 21367-5S K5962630 367-5S 0 WG3A SPECIAL 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:29:58 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-GceHfmJgegJhJHzIkW1 EsZVsWi41jPMsPhzZYQzS2eN OTES- Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1400 lb down and 241 lb up at 2-8-0,and 1400 lb down and 241 lb up at 4-8-0 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=-72,9-14=-78(F=-60) Concentrated Loads(Ib) Vert:20=-1310(B)22=-1310(B) I I I I I I I I I I I I I I I MON. imi WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MfTEK 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 ANSUTPl1 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 21367-5S K5962631 367-5S WG4 SPECIAL 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:30:01 2019 Page 1 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-hBKPHoMYxbiGAkhtPfaxUB7Uav2Rwlp15fCE9lzS2eK I 2-11-14 8-1-10 13-3-6 _ 18-5-2 23-6-14 28-8-10 31-8-2 2-11-14 5-1-12 5-1-12 5-1-12 5-1-12 5-1-12 2-11-8 Scale=1:55.0 I 7x6 = 7x6 = 12 21 3 22Z 4 23 5 24 6 25 7 Nt..26 8 27 910 [iII . �� 7 ®I to o p yy�� 8: .•.• :•�4.•••:�� di ��•.*. ee�� e1�o ♦Ni3e� A �� e��i ��H ��HN��H♦ 20 19 28 29 30 31 18 32 17 33 163415 35 36 37 14 13 38 39 12 40 5x8 M18SHS = 3x8 = 7x6 = 7x6 = 11 4x4 = U I 5-6-12 I 5-913 10-5-0 10TT8r8 14-9-5 1II5-10-4 20-4-5 21-0- 26-1-12 I 31-8-2 5-6-12 0-217 4-7-13 0-9-8 4-0-13 1-0-15 4-6-1 0-7-1 5-1-12 5-6-6 late Offsets(X,Y)-- [4:0-3-0,0-4-8],[7:0-3-0,0-4-8],[12:0-3-0,0-4-8],[17:0-3-0,0-4-8],[19:Edge,0-2-8] IOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL) -0.07 18-19 >957 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.92 Vert(CT) -0.12 18-19 >525 240 M18SHS 220/195 CDL 11.0 Rep Stress Ina NO WB 0.32 Horz(CT) -0.01 10 n/a n/a CLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.05 18-19 >999 240 Weight:379 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 6-0-0 oc bracing. 2-19,9-11:2x4 DF No.1&Btr I EACTIONS. All bearings 11-7-5 except(jt=length)19=0-8-11,17=9-3-10,18=9-3-10,18=9-3-10, 16=0-3-8,14=0-3-8. (Ib)- Max Horz 19=-72(LC 26) Max Uplift All uplift 100 lb or less at joint(s)12 except 19=-1082(LC 22),11=-676(LC 25),17=-124(LC 25),18=-729(LC 25),13=-915(LC 47),10=-226(LC 61), I 16=-254(LC 25),14=680(LC 22) Max Gray All reactions 250 lb or less at joint(s)except 19=2807(LC 47),11=698(LC 42),17=743(LC 83),18=4030(LC 46),18=3946(LC 1),13=466(LC 78),12=700(LC 88),10=260(LC 62),16=1451(LC 46),14=4029(LC 47) t RCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-19=-604/48,2-3=-1117/889,3-4=-829/811,4-5=-934/1047,5-6=-1699/1016, 6-7=-952/1087,7-8=-898/900,8-9=-902/889,9-11=-507/159 T CHORD 18-19=-959/975,17-18=-933/834,16-17=-863/1001,15-16=-951/1067,14-15=-735/991, 13-14=-942/1048,12-13=-953/818,11-12=-816/844 I EBS 3-19=-1036/1290,3-18=-1185/1176,4-18=-1005/1185,4-17=-1255/1189, r� 5-17=-1904/1310,5-15=-1096/1647,6-15=-1098/1661,6-13=-1927/1313, �r ,ED PR OF-� 7-13=-1201/1172,7-12=-1019/1144,8-12=-1132/1138,8-11=-1053/1090 co7 ��?IN N� '7tSCP !©� NOTES- � �✓i,1 '7 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: 144* 'F' I Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. 8920C}PE r"Bottom chords connected as follows:2x6-2 rows staggered at 0-5-0 oc. ct Webs connected as follows:2x4-1 row at 0-9-0 oc. "'�• 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 to �� 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; OREGON 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 /6 �}' 4 r 2.° +4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Provide adequate drainage to water ponding. II ;Exp B;Partially Exp.;Ct=1.10 f1,jF R '3‘.'''All plates are MT20 plates unless otherwise indicated. A All plates are 3x4 MT20 unless otherwise indicated. EXP'RE :� I- 1- 01 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)*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 April 11,2019 will fit between the bottom chord and any other members. ntlnked on page 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 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 ANSI/TP/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 b Truss Truss Type Qty Ply 21367-5S K5962631 367-5S WG4 SPECIAL 1 n G Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:30:01 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-hBKPHoMYxbiGAkhtPfaxUB7Uav2Rwlp15fCE91zS2eK OTES- 0) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)12 except(jt=lb)19=1082,11=676,17=124,18=729, 13=915,10=226,16=254,14=680. 11)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. I2)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 31-8-2 for 300.0 plf. 3)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1400 lb down and 241 lb up at 1-7-8,1400 lb down and 241 lb up at 2-0-8,1400 lb down and 241 lb up at 3-7-8,1400 lb down and 241 lb up at 5-7-8,1400 lb down and 241 lb up at 15-7-8,and 1400 lb down and 241 lb up at 17-7-8,and 1400 lb down and 241 lb up at 19-7-8 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=-72,2-9=-72,9-10=-72,11-20=-18 I Concentrated Loads(Ib) Vert:18=-1310(B)28=-1310(B)29=-1310(B)31=-1310(B)34=-1310(B)35=-1310(6)37=-1310(B) I I I I I I 1 I I I I I ter. 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 9 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?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 1 Truss Truss Type Qty Ply 21367-5S K5962632 367-5SIlb WG4A SPECIAL 1 L n Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:30:04 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-5m?YvgORDW4r1 CQS5n8e6gIvH79?725kndQum3zS2eH II 2-11-14 8.1-10 13-3-6 18-5-2 23-6-14 28-8-10 31-8-2 2-11-14 5-1-12 5-1-12 5-1-12 5-1-12 5-1-12 2-11-8 Scale=1:53.0 I 7x6 = 7x6 = : 12 24 3 25 4 26 5 27 6 28 7 29 8 30 910 to n : n o ® n of 31 22 32 33 21 34 3520 36 19 37 18 38 173916 40 15 41 1413 42 43 12 11 23 6x6 = 6x6 = 7x6 = 7x6 = 4x6 = I I 11-3-13 2-1-13 5-6-12 7-5-13 9-6-9 1055 15-10-4 1 10-1 21-0-0 21-2-II13 25-10-5 26-II1-12 31-8-2 2-1-13 3-4-15 1-11-1 2-0-12 1-1-15 d-7-5 4-6-7 �1-0-9� 41-3 0-2-13 47-8 0-3-� 5-6-6 late Offsets(X,Y)-- [4:0-3-0,0-4-8],[7:0-3-0,0-4-8],[15:0-3-0,0-4-8],[19:0-3-0,0-4-8],[21:0-3-0,0-3-12] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.90 Vert(LL) -0.04 12-13 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.61 Vert(CT) -0.08 12-13 >839 240 DL 11.0 Rep Stress Incr NO WB 0.54 Horz(CT) -0.01 23 n/a n/a CLL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.03 12-13 >999 240 Weight:382 lb FT=20% CDL 9.0 LUMBER- BRACING- IP 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)23=2-5-5,12=0-9-3,19=4-1-8,15=9-3-0,1=2-5-5. I (Ib)- Max Horz 1=-76(LC 4) Max Uplift All uplift 100 lb or less at joint(s)14 except 23=-926(LC 22),12=-1108(LC 33),19=-189(LC 23), 15-297(LC 22),1-392(LC 46),22=-256(LC 25),20=-196(LC 22),18=716(LC 23),16_140(LC 22) Max Gray All reactions 250 lb or less at joint(s)except 23=1573(LC 47),12=2846(LC 46),19=704(LC 74), 15=1522(LC 1),1=334(LC 54),22=1615(LC 46),20=1228(LC 47),18=4332(LC 46),16=882(LC 90),14=718(LC 80) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-23=-651/138,2-3=-940/944,3-4=-2774/1267,4-5=-1092/1811,5-6=-1351/955, 6-7=-1009/1459,7-8=-1636/976,8-9=-924/848,9-12=-547/43 OT CHORD 22-23=-1036/1715,21-22=-927/1633,20-21=-902/1178,19-20=-907/1182, 18-19=-914/816,17-18=-709/612,16-17=-877/822,15-16=-793/765,14-15=-916/952, 13-14=-797/846,12-13=-1020/1346 EBS 3-23=2330/1418,3-21-1233/2145,4-21=-1368/2828,4-19=-3180/1592, 5-19=-2225/1388,5-17=-1174/1900,6-17=-1129/1720,6-15=-1981/1336, 7-15=-2240/1385,7-13=-1159/1880,8-13=-1042/1479,8-12=-1442/1219 1� TOTES- �( c•Lr PFZQ��`fid' 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: �Cj T�T,46i N> h fa Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. C. 'T Bottom chords connected as follows:2x6-2 rows staggered at 0-6-0 oc. �'�/ $� �QPE "Z't„ 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. 4110011 ` 40 • 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; -"` MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate Q C grip DOL=1.60 A_OREGON 4,/ TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 �fif '/ 9 5 Provide adequate drainage to prevent water ponding. Q �' 14 2, -- 6)All plates are 3x4 MT20 unless otherwise indicated. A.r ' �j�` truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /+:TIRO- This 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 will fit between the bottom chord and any other members. 019 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)14 except(jt=lb) EXPIRES: 12-31-2 -$1-2 23=926,12=1108,19=189,15=297,1=392,22=256,20=196,18=716,16=140. 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.70/0312015 BEFORE USE. mitDesign 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 Milk** 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,OSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314mem. Corona,CA 92880 Truss Truss Type Qty Ply 21367-5S K5962632 II167-5S WG4A SPECIAL 1 n L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:30:04 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-5m?YvgORDW4r1 CQS5n8e6glvH79?725kndQum3zS2eH OTES- 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. 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 loads along bottom chord from 0-0-0 to 31-8-2 for 300.0 plf. IHanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1400 lb down and 241 lb up at 3-7-8,1400 lb down and 241 lb up at 5-7-8,1400 lb down and 241 lb up at 6-3-0,1400 lb down and 241 lb up at 11-7-8,1400 lb down and 241 lb up at 13-7-8,1400 lb down and 241 lb up at 15-7-8,and 1400 lb down and 241 lb up at 28-7-8,and 1400 lb down and 241 lb up at 30-7-8 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) (P ) Vert:1-2=-72,2-9=-72,9-10=-72,11-23=-18 Concentrated Loads(lb) Vert:21=-1310(B)17=-1310(B)18=-1310(B)32=-1310(B)34=-1310(B)38=-1310(B)42=-1310(B)43=-1310(B) 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. 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 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 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!?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 Truss Truss Type Qty Ply 21367-5S K5962633 67-5S WG5 SPECIAL 1 e� L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:30:06 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-1971KVQh17KZGVagCCA6BFgPywvLbzR1Fxv?gyzS2eF I3-2-4I 8-8-12 14-3-4 19-9-12 23-0-0 3-2-4 5-6-8 5-6-8 5-6-8 3-2-4 Scale=1:38.6 i3x4 II 3x4 = 7x6 = 3x4 — 5x8 = 3x4 H 1 2 16 3 17 4 18 5 19 6 20 7 8 El o• 24 25 11 26 27 10 9 15 21 14 22 13 23 12 3x12 II 4x4 = I4x4 = 3x4 = 7x6 = 3x6 = I 5-11-8 11-6-0 17-0-8 1712 3 19-9-12 23-0-0 5-11-8 5-6-8 :•; 3-2-4 Offsets(X,V)-- [4:0-3-0,0-4-8],[6:0-4-0,0-1-8],[13:0-3-0,0-4-8] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.01 14-15 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.30 Vert(CT) -0.03 14-15 >999 240 DL 11.0 Rep Stress Incr NO WB 0.48 Horz(CT) 0.01 10 n/a n/a DL 9.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.01 11 >999 240 Weight:279 lb FT=20% ,[_UMBER- BRACING- P CHORD 2x6 DF 1800F 2.1E,i 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 17-2-3 except(jt=length)10=0-9-13. I (Ib)- Max Horz 1=-72(LC 4) Max Uplift All uplift 100 lb or less at joint(s)except 15=701(LC 24),1=-209(LC 56),10=-1055(LC 33), 13=-126(LC 22),14=-145(LC 22),12=-548(LC 22) Max Gray All reactions 250 lb or less at joint(s)except 15=787(LC 21),1=508(LC 54),10=2775(LC 46),13=824(LC 75),14=907(LC 74),12=3105(LC 1),12=3105(LC 1) IIRCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-15=-485/167,2-3=-1020/996,3-4=-956/925,4-5=-943/932,5-6=-938/1010, 6-7=-927/894,7-10=-549/45 BOT CHORD 14-15=-887/946,13-14=-925/892,12-13=-966/884,11-12=-1205/2210,10-11=1101/2067 EBS 3-15=-1141/1181,3-14=-1173/1207,4-14=-1144/1185,4-13=-1176/1201, 5-13=-1141/1185,5-12=-1224/1210,6-12=-3075/1517,6-10=-2590/1412,6-11=-372/2362 OTES- 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. P � Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. ® f'„�fi Webs connected as follows:2x4-1 row at 0-9-0 oc. � G N h /® es 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 �tj ,T 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; tct'' f 872Q�PE "y'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 1�p ';. 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 � will fit between the bottom chord and any other members. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 701 lb uplift at joint 15,209 lb uplift at 4 ` 0 �� joint 1,1055 lb uplift at joint 10,126 lb uplift at joint 13,145 lb uplift at joint 14 and 548 lb uplift at joint 12. 111 �' ' j IThis 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. 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 23-0-0 for 300.0 plf. 11)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 23-0-0 April 11,2019 ntiniterl nn nane 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIt-7473 rev.10/03/2015 BEFORE USE. �A mom 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 mik 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/TPIf 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 21367-5S K5962633 1[67-5S WG5 SPECIAL 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:30:06 2019 Page 2 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-1971KVQh17KZGVagCCA6BFgPywvLbzR1Fxv?gyzS2eF TES- 4 Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1400 lb down and 241 lb up at 17-10-8,and 1400 lb down and 241 lb up at 19-10-8,and 1400 lb down and 241 lb up at 21-10-8 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=-72,9-15=-78(F=-60) Concentrated Loads(lb) Vert:11=-1310(B)24=-1310(B)27=-1310(B) 1 I I I 1 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. 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 mit 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 ANSITPI1 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 21367-5S K5962634 67-5Sli WG5A SPECIAL 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:30:08 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF- XF3IBRxHlaGVpkDKdCaGgwlRkcW3ufKiFO5vrzS2eD 3-2-4 8-8-12 14-3-4 19-_9-12 23-0-0 3-2-4 5-6-8 5-6-8 5-6-8 3-2-4 Scale=1:38.6 3x4 11 3x4 II 3x4 = 3x4 = 7x6 = 3x4 = 1 2 17 3 18 4 19 5 20 6 21 7 8 T Q n n n a !I o X e _ mi Il —0 — e •••••••••'•'••'•'•': .**X :•:::$•❖:•••••::S••❖••❖:;• :❖•••••••'❖•:•❖•:•❖•:❖•••X••••••❖'❖S•:❖•:❖:❖••::❖:•❖:❖•••••••❖:•'L/4 23 24 14 25 26 I 16 22 15 7x6 = 13 27 12 28 11 29 10 9 6x6 = 7x6 = 7x6 = 6x6 = II 2-11-13 5-11-8 8-3-5l 11-6-0 17-0-8 23-0-0 2-11-13 2-11-11 2-3-13 3-2-11 5-6-8 5-11-8 te Offsets(X,Y)-- [5:0-3-0,0-4-8],[10:0-3-0,0-4-0],[12:0-3-0,0-4-8],[16:0-3-0,0-4-0] a tADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.01 10-11 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.25 Vert(CT) -0.03 10-11 >999 240 110Rep Stress Incr NO WB 0.44 Horz(CT) -0.01 16 n/a n/a IDL LL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.01 14 >999 240 Weight:277 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 1800E 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 14-8-11 except(jt=length)16=3-3-5,1=3-3-5,15=0-3-8,13=0-3-8. I (Ib)- Max Horz 1=-76(LC 4) Max Uplift All uplift 100 lb or less at joint(s)except 16=-932(LC 22),10=-748(LC 33),12=-364(LC 22), 11=-128(LC 22),1=-365(LC 56),15=-289(LC 33),13=-301(LC 22) Max Gray All reactions 250 lb or less at joint(s)except 16=1640(LC 47),10=849(LC 42),12=1856(LC 1), 11=905(LC 79),1=355(LC 54),15=1901(LC 46),13=1877(LC 47) IRCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-16=-665/130,2-3=-1000/1000,3-4=-2561/1281,4-5=-1055/1344,5-6=-933/949, 6-7=-908/882,7-10=-525/67 BOT CHORD 15-16=-1063/1705,14-15=-1074/1586,13-14=-1063/1352,12-13=-998/1289, I 11-12=-1108/918,10-11=-968/919 EBS 3-16=-2192/1446,3-14=-1230/1939,4-14=-1306/2297,4-12=-2661/1550, 5-12=-1368/1276,5-11=-1069/1282,6-11=-1227/1228,6-10=-1114/1195 NOTES- 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: fr� P Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. C,0 4F Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. `�� C c�/r�_ cP Webs connected as follows:2x4-1 row at 0-9-0 oc. c, 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 �i' ilply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. �/ "S'. Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; 89200PE r MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 platyew 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 - y Provide adequate drainage to prevent water ponding. • CC'I This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. OREGON *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 4 1 4, 2.4 j r 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 932 lb uplift at joint 16,748 lb uplift at 4, Rj joint 10,364 lb uplift at joint 12,128 lb uplift at joint 11,365 lb uplift at joint 1,289 lb uplift at joint 15 and 301 lb uplift at joint 13. R R 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. EXPIRES: 12-31-2019 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 23-0-0 for 300.0 plf. April 11,2019 Girder carries tie-in span(s):5-6-0 from 0-0-0 to 23-0-0 ntlnirea on page 2 in.... AL WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 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 �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/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 Truss Truss Type Qty Ply 21367-5S e� K5962634 67-5S WG5A SPECIAL 1 G Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:30:09 2019 Page 2 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-SjoRyXSZ22i77zJPtKkpptSwB8yloLvTxv8fRHzS2eC i2OTES- Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1400 lb down and 241 lb up at 3-10-8,and 1400 lb down and 241 lb up at 5-10-8,and 1400 lb down and 241 lb up at 7-10-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. r 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=-72,9-16=-90(F=-72) Concentrated Loads(Ib) Vert:14=-1310(B)23=-1310(B)26=-1310(B) I I 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 Mt1-7473 rev.10/03/2015 BEFORE USE. I Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not put 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 Truss Truss Type Oty Ply 21367-5S K5962635 0[67-5S WG6 SPECIAL 1 e� G Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:30:11 2019 Page 1 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-O6wBNDUgagyrN HSo?ImHulYGbxc?GFhmOCdIVAzS2eA I I 2-11-1 7-11-3 12-11-5 17-11-7 22-11-9 25-10-11 2-11-1 5-0-2 5-0-2 5-0-2 5-0-2 2-11-2 Scale=1:43.6 3x4 I I 3x4 = 3x4 = 7x6 3x4 II 3x4 = 3x4 = 1 2 18 3 19 4 20 5 21 6 22 7 23 8 9 IIEn n Te n n I ••pO•pO•••0••O41 .pO••pO.ppOpp.•p.O•.pOO•.•.•p.•.•.•p.•.•.•400.O.ppppO•p.•.•O.p•O.•pO.•.O•pOO•.p...p•O.•p0•,s.;1 4,00•.pppO•.pppp•.• 6x6 = 7x6 = 3x4 = 28 12 29 30 6x6 = 17 24 16 25 15 26 14 27 13 7x6 = 11 31 10 I 7x6 = I 5-5-2 10-5-4 15-5-6 17-6-3i 20-5-8 22-9-11 l 25-10-11 5-5-2 5-0-2 5-0-2 2-0-13 2-11-5 2-4-3 3-1-0 ate Offsets(X,V)-- [5:0-3-0,0-4-8],[10:0-3-0,0-3-12],[15:0-3-0,0-4-8],[17:0-3-0,0-3-12] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.01 12-13 >999 360 MT20 220/195 (_Roof Snow=25.0) Lumber DOL 1.15 BC 0.26 Vert(CT) -0.02 16-17 >999 240 DL 11.0 Rep Stress Ina NO WB 0.42 Horz(CT) 0.00 10 n/a n/a CLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.01 12-13 >999 240 Weight:311 lb FT=20% DL 9.0 LUMBER- BRACING- P CHORD 2x6 DF 1800F 2. E 1EE TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, T CHORD 2x6 DF 1800F 2.1E except end verticals. BS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 17-6-3 except(jt=length)9=3-4-8,10=3-4-8,13=0-3-8,11=0-3-8. (Ib)- Max Horz 1=234(LC 22) I Max Uplift All uplift 100 lb or less at joint(s)except 17—674(LC 24),9=-335(LC 47),10=-905(LC 25),15=-123(LC 22),16=-146(LC 22),14=-293(LC 22),1=156(LC 56),13=-257(LC 25),11=-109(LC 22) Max Gray All reactions 250 lb or less at joint(s)9 except 17=754(LC 43),10=1700(LC 46),15=826(LC 80), 16=876(LC 79),14=1527(LC 1),1=508(LC 54),13=1611(LC 46),11=872(LC 84) IRCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-17=-426/139,2-3=-778/757,3-4=-856/832,4-5=-881/902,5-6=-966/1243, 6-7=-2422/1162,7-8=-888/882,8-10=-623/122 BOT CHORD 16-17=-831/819,15-16=-863/787,14-15=-1008/833,13-14=-913/1222,12-13=-877/1238, 11-12=-918/1501,10-11=-969/1606 I EBS 3-17=-1023/1064,3-16=-1065/1093,4-16=-1034/1082,4-15=-1113/1121,5-15=-974/1166, 5-14=-1221/1153,6-14=-2525/1421,6-12=-1204/2200,7-12=-1132/1841, 7-10=-2052/1324 TES- Qf P �r 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Q Q c: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. �� C �.0 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. C? �i 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 ��✓ y't 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;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ....44110 .......--Z---'" /� 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. jy OREGON <t! This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. A. *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 /6 44- 14, 2.- t'}� will fit between the bottom chord and any other members. p-. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 674 lb uplift at joint 17,335 lb uplift at C PR1 �. joint 9,905 lb uplift at joint 10,123 lb uplift at joint 15,146 lb uplift at joint 16,293 lb uplift at joint 14,156 lb uplift at joint 1,257 lb uplift at joint 13 and 109 lb uplift at joint 11. 12-31-2019 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 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 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 miff 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?PII 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 21367-5S L 67-5S11 WG6 SPECIAL 1 e� Job Reference(optional) K5962635 Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:30:12 2019 Page 2 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-slUabZUSLz4i_Q1_ZSH WQ W4RLLyE?iwwdsMJ2czS2e9 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 25-10-11 for 300.0 plf. 11)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 25-10-11 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 18-9-8,and 1400 lb down and 241 lb up at 20-9-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. OAD CASE(S) Standard 1)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=-90(F=-72) I Concentrated Loads(Ib) Vert:28=-1310(B)29=-1310(B) I I I 1 . I I 1 I I 4 1 1 I , MIMI mi 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 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 MTek' 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/TPD 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 Truss Truss Type Qty Ply 21367-5S K5962636 67-5SIf WG6A SPECIAL 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:30:15 2019 Page 1 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-HtAiDaXKeuTHrumZEbgE28iz_Zx9C3jMJgbzfxzS2e6 2-11-1 7-11-3 12-11-5 17-11-7 22-11-9 25-10-11 2-11-1 5-0-2 5-0-2 5-0-2 5-0-2 2-11-2 Scale=1:43.6 i 3x4 H 8x8 = 3x6 - 7x6 =3x4 II 8x8 = 3x4 -_ 3x4 H ii1 2 25 3 26 4 27 5 28 6 29 7 30 8 31 9 10 1] n 2s . ci W . :NshE• ice\ _� 1.Sx' I& - r R _ KAr IN 6x6 = 33 20 34 35 19 36 18 37 1738 39 40 3x4 II 3x4 II 43 44 13 45 46 4x4 = 22 32 21 3x8 II 6x6 = 3x4 II3x6 = 16 41 15 42 14 7x6 = 12 47 11 7x6 = I 1 1-2.15 I 2-114 5 5.2 8-5-15 10-5-4 14-0-11 15-5-6 15(9-15 17-10-11 20-5 6 23-2-3 I 25-10-11 1-2-15 1-8-2 2-6-1 3-0-13 1-11-5 3-7-7 1-4-11 0-4- 2-0-12 2-6-13 2-8-11 2-8-8 Late Offsets(X,V)-- [5:0-3-0,0-5-0],[7:04-0,0-3-4],[15:0-3-0,0-4-8],[19:0-3-0,0-3-12],[22:0-3-0,0-4-0] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.02 19-20 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.51 Vert(CT) -0.04 19-20 >999 240 DL 11.0 Rep Stress InaNO WB 0.42 Horz(CT) -0.01 22 n/a n/a CDL 9.0 LL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.02 19-20 >999 240 Weight:331 lb FT=20% 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 No.i&Btr*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 2-22,9-11,7-14,18-23,16-24,6-24,3-20:2x4 DF Stud/Std 10-0-0 oc bracing:21-22,20-21,19-20. IEACTIONS. All bearings 4-1-8 except(jt=length)22=1-6-7,1=1-6-7,11=3-0-0,10=3-0-0, 18=0-5-8,21=0-3-8,12=0-3-8. (lb)- Max Horz 1=238(LC 22) Max Uplift All uplift 100 lb or less at joint(s)except 22=-i116(LC 22),1=-782(LC 46),11=860(LC 25),15=-146(LC 22),10=224(LC 62),14=-477(LC 24), I 18=-892(LC 23),16=-628(LC 22),21=-468(LC 24),12-296(LC 22) Max Gray All reactions 250 lb or less at joint(s)1,10 except 22=2884(LC 47), 11=1223(LC 46),15=642(LC 91),14=2593(LC 47),14=2584(LC 1),18=4742(LC 46), 16=3605(LC 47),16=3508(LC 1),21=2674(LC 47),12=1961(LC 47) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 11) P CHORD 2-22=-995/198,2-3=-758/767,3-4=4095/1376,4-5=-1413/994,5-6=-1052/2251, 6-7=-1082/2253,7-8=-1471/969,8-9=-894/888,9-11=-506/71 OT CHORD 21-22=-1322/3538,20-21=-1019/3312,19-20=-1282/3509,18-19=-1188/2388, 17-18=-1030/2269,16-17=-1159/738,15-16=-1294/918,14-15=-1378/835, 13-14=-1454/1004,12-13=-805/1082,11-12=-905/1108 IEBS 3-22=-4732/1778,3-19=-1162/1618,4-19=-1450/3240,4-23=-2842/1450, v. PR Ofi 17-2 1163, /2731, 1276, 7 15=-1847//1/2511,7 13�-1447/23074,8----13=-1055/81/449,8-11 1506//1256,7-14=-986/232, \j <c"AGINL� 'fy 0/© 18-23=-1486/405,16-24=-831/201,6-24=-698/164,3-20=-320/2066 tC? 7 ,�r� IOTES- z9200P2-plyuss to be connected together with 10d(0.131'x3")nails as follows: Top ords 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 0-3-0 oc. "� r Webs connected as follows:2x4-1 row at 0-9-0 oc. ti 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��` Fj�G®n( (jJ� ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. I) "�/Q "2-)'\ 4r* . Wind:ASCE 7-10;Vult=12Omph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; ` 7 4 e..MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate I b grip DOL=1.60 'r�}ci I tL• 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. EXPIRES:RES: 12_31_20. 9 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. C { 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 April 11,2019 will fit between the bottom chord and anv other members. ifI ntinked on page 2 !►WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/0312015 BEFORE USE. N 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?PII Quality 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. �A Criteria,DSB-89 and BCSI Building Component Corona,CA 92880 Truss Truss Type Qty Ply 21367-5S K5962636 67-5S WG6A SPECIAL 1 e� L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:30:15 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-HtAi DaXKeuTHrumZEbgE28iz_Zx9C3jMJgbzfxzS2e6 OTES- Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1116 lb uplift at joint 22,782 lb uplift at joint 1,860 lb uplift at joint 11,146 lb uplift at joint 15,224 lb uplift at joint 10,477 lb uplift at joint 14,892 lb uplift at joint 18,628 lb uplift at joint 16,468 lb uplift at joint 21 and 296 lb uplift at joint 12. 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. 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 drag loads along bottom chord from 0-0-0 to 25-10-11 for 300.0 plf. Girder carries tie-in span(s):5-6-0 from 0-0-0 to 25-10-11 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)3205 lb down and 552 lb up at 2-10-3,1400 lb down and 241 lb up at 4-9-8,1400 lb down and 241 lb up at 6-9-8,1400 lb down and 241 lb up at 8-9-8,1400 lb down and 241 lb up at 10-9-8,1400 lb down and 241 lb up at 12-9-8,1400 lb Idown and 241 lb up at 18-9-8,and 1400 lb down and 241 lb up at 20-9-8,and 1400 lb down and 241 lb up at 22-9-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 111 Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-9=-72,9-10=-72,11-22=-90(F=-72) Concentrated Loads(Ib) Vert:18=-1310(B)20=-3000(B)12=-1310(B)35=-1310(B)36=-1310(B)38=-1310(B)40=-1310(B)43=-1310(B)45=-1310(B) I I I I I I I II I I I I AWARNING-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 / building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M aTek° 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 Truss Truss Type Qty Ply 21367-5S K5962637 67-5S WG7 SPECIAL 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 S Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:30:17 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-DGHTeGYb9Wj?5CwyLOti7ZoE0MZngyvfn844jpzS2e4 3-1-10 8-6-14 14-0-2 19-5-6 24-10-10 28-0-0 3-1-10 5-5-4 5-5-4 5-5-4 5-5-4 3-1-6 Scale=1:46.7 I 7x6 = 1 2 19 3 20 4 21 5 22 6 23 7 24 8 9 ri CI ri (31 CI 0 o 18 17 25 2627 16 28 15 29 14 30 13 31 12 32 33 34 11 35 6x6 = 5x8 = 7x6 = 10 I I 5-8-8 11-3-8 12-10-12i 16-8-12 20-1-0 22-2-0 25-4-8 28-0-0 5-8-8 5-7-0 1-7-4 3-10-0 3-4-4 2-1-0 3-2-8 2-7-8 to Offsets(X,Y)-- [5:0-3-0,0-4-8],[15:0-3-0,0 4-8] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.06 16-17 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.75 Vert(CT) -0.11 16-17 >615 240 CDL 11.0 Rep Stress Incr NO WB 0.44 Horz(CT) -0.01 9 n/a n/a CLL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.04 16-17 >999 240 Weight:334 lb FT=20% CDL 9.0 LUMBER- BRACING- P 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 6-0-0 oc bracing. 2-17,8-10:2x4 DF No.t&Btr .ACTIONS. All bearings 14-4-8 except(jt=length)17=0-8-0,10=2-11-0,9=2-11-0,13=0-3-8,11=0-3-8. (Ib)- Max Horz 17=72(LC 25) Max Uplift All uplift 100 lb or less at joint(s)15 except 17=-i079(LC 22),10=901(LC 25),16=-573(LC 25), 14=-374(LC 25),9=-468(LC 60),13=-214(LC 24),11=-381(LC 22) Max Gray All reactions 250 lb or less at joint(s)9 except 17=2846(LC 47),10=1621(LC 46),15=686(LC 80), 16=3245(LC 46),16=3220(LC 1),14=2000(LC 1),13=1365(LC 47),11=2402(LC 47) iloRCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-17=-594/46,2-3=-1109/917,3-4=-888/840,4-5=-939/951,5-6=-1049/1360, 6-7=-2600/1248,7-8=-936/942,8-10=-783/164 T CHORD 16-17=-1009/1016,15-16=-936/894,14-15=-1089/820,13-14=-897/1366, 12-13=-989/1413,11-12=-973/1590,10-11=-1064/1714 IBS 3-17=-1044/1259,3-16=-1206/1210,4-16=-1088/1152,4-15=-1207/1205, 5-15=-1019/1245,5-14=-1326/1229,6-14=-2662/1505,6-12=1256/2289, 7-12=-1184/1931,7-10=-2153/1388 TOTES- ,Ep PR Ofit 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Sol Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. �Gj a G t N ER, f. Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. C? �j Webs connected as follows:2x4-1 row at 0-9-0 oc. 09��} E -V 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.4 II;Exp B;Enclosed; dr ._._. MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate A grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 �y_OREGON 4, Provide adequate drainage to prevent water ponding. I 7, - - © is, All plates are 3x4 MT20 unless otherwise indicated. ' }' d - 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /� Qy 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. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15 except(jt=lb) EXPIRES: 12-31-201 17=1079,10=901,16=573,14=374,9=468,13=214,11=381. 10)This truss has been designed for a moving concentrated load of 250.O1b live and 250.OIb dead located at all mid panels and at all April 11,2019 panel points along the Top Chord and Bottom Chord,nonconcurrent with anv other live loads. Intinked onpage2 AL WAR IN -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. MINIM Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notMI 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 IV1iT®k` 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 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 Oty Ply 21367-5S K5962637 67-5S WG7 SPECIAL 1 r� G Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 S Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:30:18 2019 Page 2 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-hSrrrcZDwprsiLV8vjOxgnKPmmu0PP8o0opdFGzS2e3 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 28-0-0 for 300.0 plf. 12)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 28-0-0 ) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1400 lb down and 241 lb up at 0-10-4,1400 lb down and 241 lb up at 3 t 2-10-12,1400 lb down and 241 lb up at 4-10-12,1400 lb down and 241 lb up at 20-10-12,and 1400 lb down and 241 lb up at 22-10-12,and 1400 lb down and 241 lb up at 24-10-12 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 1 5 Uniform Loads(plf) Vert:1-2=-72,2-8=-72,8-9=-72,10-18=-90(F=-72) Concentrated Loads(lb) Vert:25=-1310(B)26=-1310(B)27=1310(B)31=-1310(B)32=-1310(B)34=-1310(B) I 1 1 I V I I I I I I I 11 �� A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MtTEK 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" 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 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 21367-5S K5962638 367-SS WG7A SPECIAL 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:30:20 2019 Page 1 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-drzbG IaTSQ5ZyfeX18QPICQpwah?tJg5T6lkK8zS2e1 3-1-10 8-6-14 14-0-2 19-5-6 24-10-10 28-0-0 3-1-10 5-5-4 5-5-4 5-5-4 5-5-4 3-1-6 Scale=1:46.7 1 7x6 = 1 2 18 3 19 4 20 5 21 6 22 7 23 8 9 Io n n n n 7 : . jp n n n n .❖0400000.•.0.00.•.000•.0❖.O❖.O❖.❖.•.❖.❖.•O.•O.❖0.•00.•00.❖000000.000.00•.0000.00❖.❖.❖.❖.❖.•.•O.❖.•001'4 .:.a •.•00000.00• 4x4 = 24 16 25 15 26 14 27 13 28 12 29 30 31 11 32 6x6 = 17 7x6 = 10 1 I I 5-104 11-3-8 16-8-12 20-1-0 22-2-0 25-4-8 28-0-0 5-10-4 5-5-4 5-5-4 3-4-4 2-1-0 3-2-8 2-7-8 late Offsets(X,V)-- [5:0-3-0,0-4-8],[1 5:0-3-0,0-4-8] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.01 11-12 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.27 Vert(CT) -0.03 16-17 >999 240 1FDL 11.0 Rep Stress Incr NO WB 0.44 Horz(CT) 0.01 10 n/a n/a LL 0.0 DL 9,0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.01 12 >999 240 Weight:336 lb FT=20% 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 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 20-1-0 except(jt=length)9=2-11-0,10=2-11-0,13=0-3-8,11=0-3-8. I (Ib)- Max Horz 1=238(LC 22) Max Uplift All uplift 100 lb or less at joint(s)except 17=-714(LC 24),9=-347(LC 61),10=926(LC 25),15=-132(LC 22),16=-i58(LC 22),14=-352(LC 22),1=-182(LC 56),13=-220(LC 24),11=374(LC 22) Max Gray All reactions 250 lb or less at joint(s)9 except 17=803(LC 21),10=1571(LC 46),15=852(LC 80), 16=910(LC 79),14=1875(LC 1),1=509(LC 54),13=1406(LC 47),11=2373(LC 47) 11 RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-17=-455/160,2-3=-848/824,3-4=-924/898,4-5=-951/967,5-6=-1043/1324, 6-7=-2530/1241,7-8=-941/942,8-10=-646/126 BOT CHORD 16-17=-901/888,15-16=-930/854,14-15=-1084/901,13-14=-989/1270,12-13=-980/1386, 11-12=-970/1565,10-11=-1055/1684 I EBS 3-17=-1101/1145,3-16=-1147/1177,4-16=-1115/1165,4-15=-1196/1206, 5-15=-1045/1243,5-14=-1308/1240,6-14=-2638/1518,6-12=-1278/2279, 7-12=-1204/1916,7-10=-2152/1409 TES- 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: D 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 0-7-0 oc. Co..,` tlGI N�,t, -/ Webs connected as follows:2x4-1 row at 0-9-0 oc. C;�• ..0, 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 to0 mak✓ "'`, 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;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 �.IP• TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 0 Provide adequate drainage to prevent water ponding. if_(�OREGONto CS Cr All plates are 3x4 MT20 unless otherwise indicated. L ��` i�• This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. °© 17 fr 14 V. g ' 8)*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 2-0-0to prAei will fit between the bottom chord and any other members. r'1 R I Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 714 lb uplift at joint 17,347 lb uplift at joint 9,926 lb uplift at joint 10,132 lb uplift at joint 15,158 lb uplift at joint 16,352 lb uplift at joint 14,182 lb uplift at joint 1,220 lb E PI'IES: 12-31-2019 1 uplift at joint 13 and 374 lb uplift at joint 11. 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 April 11,2019 - panel points along the Top Chord and Bottom Chord,nonconcurrent with anv other live loads. I ntink ed on page 2 M �� 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 bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' mi 250 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/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 21367-5S K5962638 367-5S WG7A SPECIAL 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 17:30:20 2019 Page 2 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-drzbG IaTSQ5ZyfeX18QPICQpwah?tJg5T6lkK8zS2e1 OTES- 1)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 28-0-0 for 300.0 plf. 12)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 28-0-0 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1400 lb down and 241 lb up at 20-10-12,and 1400 lb down and 241 10 lb up at 22-10-12,and 1400 lb down and 241 lb up at 24-10-12 on bottom chord. The 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) Vert:1-2=-72,2-8=-72,8-9=-72,10-17=-90(F=-72) Concentrated Loads(lb) Vert:28=-1310(B)29=-1310(B)31=-1310(0) I I I I I I I I I I I 1 I : 0 ter. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M!TEK 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 R/� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MMak` 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 — Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 3/ " Center plate on joint unless x,y I 6-4-8 I dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 offsets are indicated. I! (Drawings not to scale) Damage or Personal Injury = Dimensions are in ft-in-sixteenths. iipili,_ Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See BCSI. TOP CHORDS 1 „ 2. Truss bracing must be designed by an engineer.For 0'/16" 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I MIRINE E p bracing should be considered. p ■_� O 3. Never exceed the design loading shown and never a0 Ai .d stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building C7-8 csa C5-6 designer,erection supervisor,property owner and For 4 x 2 orientation,locate g p p p v III plates 0- 'is'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 j This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI TPI 1. Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for 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 1 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 �ij� 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 ANSIITPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. 11 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. 4mdIP reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. MN IIIIIIIII t 18.Use ofreen or treated lumber may y pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal MAII19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. e , snot sufficient. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, MiTekANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Cor d Wo r sses Tek E i ring are t: II-74 re . 10/0 la r�i i ' �i 1i �► err a Site Address: 7840 SW Hunziker BLD #5 III Building Division TIGARD Deferred Submittal Transmittal Letter TO: DATE RECEIVED: DEPT: BUILDING DIVISION RECEIVE FROM: .1.s4-�,my llnj AUG 2 7 201 9 t CITY OF TIGARD COMPANY: C.. . �Ae._ 4— BUILDING DIVISION PHONE: By:8` RE: 7840 SW Hunziker BUP2018-00095 (l5'L✓ s) (Site Address) (Permit/Case Number) The Fields Apartments Item# 3 (Project name or subdivision name and lot number) Valuation of Deferred Submittal: $ t\31 v 3'5; ,--C, ATTACHED IS THE FOLLOWING DEFERRED SUBMITTAL ITEM: Copies: Description: Wood Floor Trusses 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: ® Yes ❑ No Fee Description: Amount Due: Deferred Submittal Fee: $ (0_00) Additional fee based on valuation: $ 6 6 a. 7 Other: - $ Total Fees Due: $ 4 c,,a _ 7 C, Special Instructions: Reprint Permit(per PE): ❑ Yes ® No ❑ Done Applicant Notified: Date: Initials: I:Building\Forms\TransmittalLetter-DefrdSubmtl.doc 04/04/07