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BUp3coTg 0o0cliq 7920 SA/ 41-u a zi k•er MiTek: MiTek USA, Inc. 250 Klug Circle Corona, CA,' 1 80 Re: 21367-4S O 21367-4S 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: K5961863 thru K5961960 My license renewal date for the state of Oregon is December 31, 2019. City of Tigard Apprca ed PI ns ate £L 2-2 ) `° By I �ti cO PROpt, �� .c61c� �yGt 4, N 4. 47c- 89200PE -7r' 4 OREGON,I>, w <`.) 41- 14, 2-°.\,rott,�` -401r. . April 11,2019 Baxter,David IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. I Job Truss Truss Type Qty Ply 21367-4S K5961863 367-4S 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 16:22:00 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-g3EdmMzhOiXJ3aCXr3txabcyQrBvFuycgE7nQnzS3e5 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 I4x6 = 0.25 12 4x6 = 8x12 = 4x8 = - 1 5x8 = 5x8 = 4x8 = 3x4 = 3x4 = 16 1 19 20 2 21 3 22 23 244 25 5 26 6 27 7 I !� r. ,./. 7.N,, N,r �lo TD N 1 18 0 14 28 13 29 12 30 11 31 10 32 9 33 8 5x8 = 3x6 = 8x10 M18SHS = 3x4 = 4x6 = II 3x6 8x8 I 2-11-8I 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(Xy)-- [1:0-7-4,Edge],[5:0-3-12,0-3-0],[8:Edge,0-3-8],[17:0-3-0,0-1-0] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 1.00 Vert(LL) -0.41 10-11 >820 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.97 Vert(CT) -0.74 10-11 >453 240 M18SHS 220/195 CDL 11.0 Rep Stress Incr NO WB 0.93 Horz(CT) 0.03 18 n/a n/a CLL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.30 10-11 >999 240 Weight:138 lb FT=20% CDL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-5:2x4 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 7-3-14 oc bracing. OT CHORD 2x4 DF 2400F 2.0E EBS 2x4 DF Stud/Std*Except* 15-17,16-18:2x6 DF 1800F 2.1E,1-13:2x4 DF No.1&Btr OTHERS 2x4 DF No.1&Btr 'EACTIONS. (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) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. DP 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 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;If cp PR OF 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 .,�. IN> �0.0 exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip LD: R 2 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.10 - Provide adequate drainage to prevent water ponding. izt- $920C} r' All plates are MT20 plates unless otherwise indicated. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf 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 `^` ---- 'M. j r. Bearing at joint(s)17,18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 17 = R_OREGON (t/ capacity of bearing surface. 4= ".7 ,N, 4, Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 435 lb uplift at joint 17 and 468 lb uplift ".. '1)". 14, 20 -4r at joint 18. 44 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, 9 �}�`�� �. � 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: 2-31� �9 This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. April 11,2019 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. I nti ed on cNi age 2 �� WAR IN -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mit-7473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 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` 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 BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961863 67-4S 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 16:22:00 2019 Page 2 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-g3EdmMzh0iXJ3aCXi3txabcyQrBVFuycgE7nQnzS3e5 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. LOAD CASE(S) Standard IDead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:23-24=-112,8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-82 ITrapezoidal Loads(plf) Vert:1=-163-to-23=-112,24=-112-to-7=-163 Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:23-24=-94,8-14=-18 IConcentrated Loads(Ib) Vert:7=82 1=-71 Trapezoidal Loads(plf) Vert:1=-138-to-23=-94,24=-94-to-7=-138 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 IIUniform Loads(plf) Vert:23-24=-49,8-14=-38 Concentrated Loads(Ib) Vert:7=82 1=-55 Trapezoidal 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 IConcentrated 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 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 IUniform 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 ITrapezoidal 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 IDead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=46,23-24=-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 Uniform Loads(plf) Vert:1-15=-43,23-24=35,7-16=-29,8-14=-11 I Horz:1-14=15,1-15=43,1-7=-36,7-8=19,7-16=29 Concentrated Loads(lb) 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)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 I Trapezoidal Loads(plf) Vert:1=42-to-23=25,24=25-to-7=42 0) Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 mi 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 `� 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 ANSITP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961863 367-4S 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 16:22:00 2019 Page 3 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-g3EdmMzhoiXJ3aCXt3txabcyOrBvFuycgE7nanzS3e5 111OAD 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 IIConcentrated Loads(Ib) Vert:7=82 1=-81 Trapezoidal Loads(plf) Vert:1=-86-to-23=-36,24=-36-to-7=-86 11) Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 IUniform 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 IITrapezoidal 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) II Vert:7=82 1=14 Trapezoidal Loads(plf) Vert:1=27-to-23=19,24=19-to-7=27 14) Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Van: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)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 IConcentrated Loads(Ib) Vert:7=82 1=14 Trapezoidal Loads(plf) Vert:1=27-to-23=19,24=19-to-7=27 16) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 IUniform 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 ITrapezoidal 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) 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 I) Dead:Lumber Increase=0.90,Plate Increase=0.90 Pit.metal=0.90 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 I Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 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 ntinupd on DROP 4 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 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 w/l�T " is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961863 67-4S A01 MONO TRUSS 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 3 Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 16:22:00 2019 Page 4 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-g3EdmMzhoiXJ3aCXr3txabcyQrBvFuycgE7nQnzS3e5 10 AD CASE(S) Standard Trapezoidal Loads(plf) Vert:1=-156-to-23=-91,24=-91-to-7=-156 20) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 IUniform Loads(plf) Vert:1-15=22,23-24=-88,7-16=33,8-14=-18 Horz:1-14=-6,1-15=-22,1-7=-8,7-8=19,7-16=-33 Concentrated Loads(Ib) Vert:7=82 1=-74 ITrapezoidal Loads(plf) Vert:1=-135-to-23=-88,24=-88-to-7=-135 1) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=22,23-24=-86,7-16=-22,8-14=-18 Horz:1-14=17,1-15=-22,1-7=-19,7-8=5,7-16=22 Concentrated Loads(Ib) Vert:7=82 1=-94 Trapezoidal Loads(plf) Vert:1=-145-to-23=-86,24=-86-to-7=-145 ''',) 4=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) Vert: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) Vert:23-24=-98,8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-73 Trapezoidal Loads(plf) Vert:1=-143-to-23=-98,24=-98-to-7=-143 II4) 1st Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-536 Trapezoidal Loads(plf) ± Vert:1=63-to-23 , = =-63 5)2nd Moving Load:Lumber Increase=-4024 =40-to-71.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 19=-500 I Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 6)3rd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 21=-500 11 Trapezoidal 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 lConcentrated Loads(Ib) Vert:7=82 1=-36 22=-500 Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-t6-7=-63 28)5th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 I Concentrated Loads(Ib) Vert:7=82 1=-36 25=-500 Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 19 6th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 26=-500 Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 'I 'r -I •I 11.9- MINIM ®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/I-Pit Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S 67-4S A01 MONO TRUSS 8 1 K5961863 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 16:22:00 2019 Page 5 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-g3EdmMzh0iXJ3aCXr3txabcyQrBVFuycgE7nQnzS3e5 AD CASE(S) Standard 7th 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 27=-500 Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 31)8th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 1 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(Ib) Vert:7=-418 1=-36 Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 9th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(Ib) Vert:7=-4181=-36 Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 33) 10th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 2=-500 Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 1114) 11th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=40,8-14=-18 Concentrated Loads(lb) Vert:7=82 1=-36 3=-500 It Trapezoidal 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=-36 4=-500 Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 36) 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 17) 14th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 II Concentrated Loads(Ib) Vert:7=82 1=-36 6=500 Trapezoidal Loads(plf) Vert:1=-63-to-23=40,24=-40-to-7=-63 38) 15th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) IVert: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 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 ItTrapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 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 A ...... Ifn WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.70703/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not i a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M F rek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961863 67-4S 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 16:22:00 2019 Page 6 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-g3EdmMzhoiXJ3aCXr3txabcyQrBvFuycgE7nQnzS3e5 10 AD CASE(S) Standard Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 41) 18th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 IUniform Loads(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 30=-500 Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 ) 19th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(lb) Vert:7=82 1=-36 31=-500 Trapezoidal Loads(plf) Vert:1=-63-to-23=40,24=-40-to-7=-63 43)20th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(lb) Vert:7=82 1=-36 32=-500 Trapezoidal Loads(plf) Vert:1=-63-to-23=40,24=-40-to-7=-63 1114)21st Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 33=-500 15 Trapezoidal Loads(plf) Vert:1=-63-to-23=40,24=-40-to-7=-63 22nd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 I Concentrated Loads(Ib) Vert:7=82 14=-500 1=-36 Trapezoidal Loads(plf) Vert:1=-63-to-23=40,24=-40-to-7=-63 46) 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 7)24th 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 12=-500 Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 48)25th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads 3 Vert:23-2-2) Vert: 4=-40,8-14=-18 Concentrated Loads(Ib) Vert:7=82 11=-500 1=-36 Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 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 ITrapezoidal 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 i1)28th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 r.'.. -. .. ...- MN=. MN= A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Ng Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Frei( is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 Job Truss Truss Type Qty Ply 21367-4S K5961863 367-4S 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 16:22:00 2019 Page 7 I D:BRY3axW kgv6k2RkzwEh B9dzj Vx F-g3Ed m MzhoiXJ3aCXr3txabcyQrBvFuycg E7nOnzS3e5 TOAD CASE(S) Standard Concentrated Loads(Ib) Vert:7=82 1=-36 8=-500 Trapezoidal Loads(plf) iVert:1=-63-to-23=-40,24=-40-to-7=-63 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 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 A building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job K5961864 Truss Truss Type Qty Ply 21367-4S 367-4S A01-G MONO TRUSS 2 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 16:22:02 2019 Page 1 I ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-cSMOB2_xYJn 1 JuMwyUvPfOhOLewBjpBv8YcuVgzS3e3 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 = I 1 5x6 = 4x6 = — 3x8 = 3x4 = 3x4 = 16 I 19 20 2 21 3 22 23 244 25 5 26 6 27 7 n = N C �� BB. O � �%&'. ."-N-Ii 17 N rG N118 10 14 28 13 29 12 30 11 31 10 32 9 33 834 I3x4 II 4x6 = 3x4 = 5x8 M18SHS = 3x4 = 3x6 = 4x8 I 2-11-8 I 7-11-8 12-11-8 17-11-8 22-11-8 I 29-0-0 2-11-8 5-0-0 5-0-0 5-0-0 5-0-0 6-0-8 'late Offsets(<,V)-- [1:0-7-4,0-3-0],[5:0-3-0,0-3-0],[11:0-4-0,0-3-4] OADING (psf) CLL 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.31 10-11 >999 360 MT20 220/195 ICDL 11.0 Lumber DOL 1.15 BC 0.79 Vert(CT) -0.56 10-11 >597 240 M18SHS 220/195 CLL 0.0 Rep Stress Incr NO WB 0.88 Horz(CT) 0.02 18 n/a n/a CDL 9.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.24 10-11 >999 240 Weight:275 lb FT=20% LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 4-1-14 oc purlins, OT CHORD 2x4 DF No.i&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 15-17,16-18:2x6 DF 1800E 2.1 E OTHERS 2x4 DF No.1&Btr I EACTIONS. (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) ORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP 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 OTply �C R�U PR VeC�ts )2-ply truss to be connected together with 10d(0.131'x3")nails as follows: i`. C 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. G 1 N E ',43' S /O 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 �<✓ � 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=95m-4 t TCD 4,Interior(1) 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 plate441111111 grip DOL=1.60 )TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10111 OREGON /, Provide adequate drainage to prevent water ponding. 3, 4 ,,Dc All plates are MT20 plates unless otherwise indicated. /,.7 7-1" )*- 7 4> 211 0.. 7)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 n R �� 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 RES:of bearing surface. P) S. 12 31 2019 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 617 lb uplift at joint 17 and 647 lb uplift April 11,2019 at joint 18. t �� Ontl�e�ble�riiy design parameters and READ NOTES ON THtS AND INCLUDED MITEK REFERENCE PAGE Mft-7473 rev.10/03/2015 BEFORE USE. Desigmail I! n 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 verify the applicability of design parameters and properly incorporate this design into 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 ANS4TPII 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 21367-4S K5961864 367-4S A01-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 16:22:02 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-cSMOB2_xYJn1 JuMwyUvPfOhOLewBjpBv8YcuVgzS3e3 IOTES- 1) Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32,33,34,35,36,37,38,39,40,41,42,43,44, 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 250.0Ib dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 3)Girder carries tie-in span(s):4-0-0 from 0-0-0 to 28-1-0 4)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 5) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)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. IOAD 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(Ib) Vert: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=-111,14-34=-48(F=-30),8-34=-18 Concentrated Loads(Ib) Vert:7=82 1=-71 Trapezoidal Loads(plf) Vert:1=-155-to-23=-111,24=-111-to-7=-155 )Dead+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(lb) Vert:7=82 1=-55 ITrapezoidal 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 I Uniform Loads(plf) Vert: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 )Dead+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) 0 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=1.60,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 ,al 'I -. •. .-.- mit1 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'lek is always required for stability and to prevent collapse 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 Job Truss Truss Type Qty Ply 21367-4S K5961864 67-4S 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 16:22:02 2019 Page 3 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-cSMOB2_xYJn1 JuMwyUvPfohOLewBjpBv8YcuVgzS3e3 II°AD CASE(S) Standard Trapezoidal Loads(plf) Vert:1=48-to-23=31,24=32-to-7=48 10)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 I 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(Ib) Vert:7=82 1=-81 ITrapezoidal 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 I)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) Vert:7=82 1=15 Trapezoidal Loads(plf) Vert:1=48-10-23=38,24=38-to-7=48 13) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) 1 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 Trapezoidal Loads(plf) Vert:1=30-to-23=22,24=22-to-7=30 4) 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 IConcentrated Loads(Ib) Vert:7=82 1=15 Trapezoidal Loads(plf) Vert:1=48-to-23=38,24=38-to-7=48 i5) 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) Vert:7=82 1=14 Trapezoidal Loads(plf) Vert:1=30-to-23=22,24=22-to-7=30 1/6) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,23-24=-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 7)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 a Concentrated 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 9) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 I .1 , -. .p .-.- . t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERENCE PAGE Mt1-7473 rev.70!03/2075 BEFORE USE. moit 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 SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961864 367-4S 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 16:22:02 2019 Page 4 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-cSMOB2_xYJn 1 JuMwyUvPfOhOLewBjpBv8YcuVgzS3e3 LOAD 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 I 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 I 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) Vert:7=82 1=-74 Trapezoidal Loads(plf) Vert:1=-153-to-23=-106,24=-106-to-7=-153 1) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=22,23-24=-109,7-16=-22,14-34=-59(F=41),8-34=-18 I 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 1112) 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(Ib) Vert: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 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 14) 1st 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=-536 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,24=-49-to-7=-71 5)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 I Concentrated Loads(Ib) Vert:7=82 1=-36 19=-500 Trapezoidal Loads(plf) Vert:1=-71-to-23=49,24=-49-to-7=-71 16)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(lb) Vert:7=82 1=-36 21=-500 Trapezoidal Loads(plf) Vert:1=-71-to-23=49,24=-49-to-7=-71 7)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 aConcentrated Loads(Ib) IIVert: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,i4-34=-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 /9)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 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,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 Miff*. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ,r, 11ii fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961864 67-4S A01-G MONO TRUSS 2 A L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 16:22:02 2019 Page 5 ID:BRY3axWkgv6k2RkzwEhB9dzJVxF-cSMOB2_xYJn 1 JuMwyUvPfohOLewBjpBv8YcuVgzS3e3 LOAD 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 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) 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 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 34) 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 Trapezoidal Loads(plf) Vert:1=-71-to-23=49,24=-49-to-7=-71 5) 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 Concentrated 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 Concentrated Loads(Ib) Vert:5=-500 7=82 1=-36 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,24=-49-to-7=-71 I7) 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) Vert:7=82 1=-36 6=-500 4 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) 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 9) 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 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,24=-49-to-7=-71 0) 17th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 ontinued on oaae 6 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. t Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �a a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MITI(' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/1 Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. - Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961864 67-4S 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 16:22:02 2019 Page 6 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-cSMOB2_xYJn 1 JuMwyUvPfOhOLewBjpBv8YcuVgzS3e3 111 OAD CASE(S) Standard Uniform Loads(plf) Vert:23-24=-49,14-34=-33(F=-15),8-34=-18 Concentrated Loads(Ib) 1Vert: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) I Vert:23-24=-49,14-34=-33(F=-15),8-34=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 30=-500 Trapezoidal Loads(pit) Vert:1=-71-to-23=-49,24=-49-to-7=-71 I) 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 1 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 44)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 5)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 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 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 17)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=-500 111 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 II Concentrated Loads(Ib) Vert:7=82 11=-500 1=-36 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,24=-49-to-7=-71 g9)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 IIITrapezoidal Loads(plf) Vert:1=-71-to-23=-49,24=-49-to-7=-71 0)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 ontinued on oaae 7 r A WARNING-Verily 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 trek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the K 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 Job Truss Truss Type Qty Ply 21367-4S K5961864 367-4S A01-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 16:22:02 2019 Page 7 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-cSMOB2_xYJn 1 JuMwyUvPfohOLewBjpBv8YcuVgzS3e3 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 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 me 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,OSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandda,VA 22314. Corona,CA 92880 Truss Truss Type Qty Ply 21367-4S K5961865 1167-4S A02 MONO TRUSS 20 1 ,Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 16:22:03 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-SevmOO?ZJdvuwl x6W CQeCDEVo2FOSFA2MCM R16zS3e2 5-5-8 I 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 3.3-6 Scale=1:49.1 1 4x6 = 5x12 = 0.25 12 1 5x6 = 3x8 = 3x4 11 3x8 = 3x4 = 3x4 = I 19 20 2 21 3 22 23 4 24 5 25 6 26r 1. 4 I w,.-,-.N i I p p iy,,, 7 8 c th N 1 -.1111111111N1111IIIIIP1m .ii. Ns'1. ",..1AllIIIIIIIIIIII" hikliNh".....= N 16 27 15 28 14 29 13 30 12 31 11 32 9 i 10 3x6 I I 4x6 = 3x4 = 5x8 M18SHS = 3x4 = 3x6 = 4x8 = I 2-11-8 7-11-8 12-11-8 17-11-8 22-11-8 28-9-0 2-11-8 5-0-0 5-0-0 5-0-0 5-0-0 5-9-8 LADING te Offsets(X,V)-- [1:0-7-4,0-3-0],[5:0-3-0,0-3-0],[13:0-4-0,0-3-4] (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL) -0.28 12-13 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.88 Vert(CT) -0.50 12-13 >667 240 M18SHS 220/195 CDL 11.0 Rep Stress Incr NO WB 0.90 Horz(CT) 0.06 10 n/a n/a CLL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.20 12-13 >999 240 Weight:132 lb FT=20% CDL 9.0 LUMBER- BRACING- TOP 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. OT CHORD 2x4 DF 2400E 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: EBS 2x4 DF Stud/Std*Except* 8-9-10 oc bracing:13-14 17-18:2x6 DF 1800F 2.1E,7-10:2x4 DF No.1&Btr 8-10-10 oc bracing:12-13. THERS 2x4 DF No.1&Btr EACTIONS. (lb/size) 10=1334/0-2-8,18=1625/0-5-8 Max Horz 18=160(LC 9) Max Uplift 10=-244(LC 12),18=-320(LC 8) IORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. OP CHORD 16-18=-102/519,1-18=-1590/327,1-2=-1750/358,2-3=-4090/779,3-4=-4738/891, 4-5=-4181/783,5-6=-2641/488,7-10=-534/55 BOT CHORD 14-15=-672/3320,13-14=-905/4689,12-13=-888/4667,11-12=-680/3607, 10-11=-303/1610 IIVEBS 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; tl � PROFg 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 's exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate • Gj �� 1" /© grip DOL=1.60 ,�, �Ci 7 4. )TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.100 <C/ $� � � � Provide adequate drainage to prevent water ponding. All plates are MT20 plates unless otherwise indicated. "Y )This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. f 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 —L - - will 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 OREGON capacity of bearing surface. 4,- �L. ,`D A. Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. /� 4), 1 4 24 -�- 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 244 lb uplift at joint 10 and 320 lb uplift 11 `� at joint 18. �/ 00)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: S7-� 1 1)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at April 11,2019 0-2-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. ontiAcloyeverify design parameters and READ NOTES ON THIS AND INCLUDED MITES 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/17,11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-4S K5961865 367-4S A02 MONO TRUSS 20 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 16:22:03 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-5evmOO?ZJdvuwt x6WCQeCDEVo2FOSFA2MCMR16zS3e2 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 1 '1 11 I I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIf-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 Nut a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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!?Pl7 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 21367-4S ill K5961866 367-4S A02-G MONO TRUSS 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 16:22:09 2019 Page 1 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-voH 1 fR4KuTg 1 eyOGtSX2SU UgoTNcrOPxl7plDmzS3dy 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 33-8 Scale=1:49.2 I 4x6 = 8x10 = 0.25 12 I .....7x6 = 3x4 3x6 = 3x4 = 3x4 = I 19 20 2 21 3 22 23 4 24 5 � 26 25 4x8 6 = 27 7 8 ME eIIIIIIIIIIIIIIIIIINIP--qllqlll-WigPI. 6.. .- 11.11111.11111111° . - a 1 q n T.N MIME Y N u 16 28 15 29 14 30 13 31 12 32 11 33 34 a9 10 3x4 II 3x6 = 3x4 = 7x6 = 3x4 = 6x6 = 4x6 = I 2-11-8 7-11-8 12-11-8 17-11-8 22.11-8I 28-9-0 2-11-8 5-0-0 5-0-0 5-0-0 5-0-0 5-9-8 TCLLIlate Offsets(X,Y)-- [1:0-5-8,Edge],[5:0-3-0,0-4-8],[11:0-2-12,0-4-0],[13:0-3-0,0-4-8],[18:0-3-0,0-1-0] OADING (psf2)5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.19 12-13 >999 360 MT20 220/195 ICDL 11,0 Lumber DOL 1.15 BC 0.55 Vert(CT) -0.35 12-13 >963 240 CLL 0.0 Rep Stress lncr NO WB 0.66 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- OP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, OT CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DF Stud/Std`Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 17-18:2x6 DF 1800E 2.1E,6-11:2x4 DF No.1&Btr OTHERS 2x4 DF No.1&Btr I EACTIONS. (lb/size) 10=3567/0-2-8,18=2192/0-5-8 Max Horz 18=158(LC 9) Max Uplift 10=-772(LC 9),18=-425(LC 8) Max Gray 10=3732(LC 19),18=2192(LC 1) IORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 16-18=-46/544,1-18=-2100/426,1-2=-2712/535,2-3=-6784/1275,3-4=-8863/1649, 4-5=-9577/1808,5-6=-9276/1948,7-10=-538/35 BOT CHORD 15-16=-175/263,14-15=-1023/5179,13-14=-1549/8157,12-13=-1769/9425, 11-12=-2019/9818,10-11=-1150/5272 Iv EBS 1-15=-532/2987,2-15=-2967/613,2-14=-296/1916,3-14=-1688/385,3-13=-173/1009, 4-13=-858/266,4-12=-357/697,5-12=-429/610,5-11=-1169/285,6-11=-1077/5198, 6-10=-6285/1360 OT2-ply �� P a� 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: c� Rr Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. [� 4 Bottom chords connected as follows:2x6-2 rows staggered at 0-5-0 oc. fi?.\\a ,.,‘,,,‘G,1 yG{N E, /© 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 �/ 9 �Q� � ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. r 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)0-7-4 to 3-7-4,Interior(1)3-7-4 to 28-9-0 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 Ilt TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 7OREGON , Provide adequate drainage to prevent water ponding. ti Cr Lam' `1,7 411): A This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 14, 2.°4t1)( .4 �^}- 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 .4f i . will fit between the bottom chord and any other members. 11 R Lr EX �REs: �- 1-�Q �)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)10. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 772 lb uplift at joint 10 and 425 lb uplift April 11,2019 at'oint 18. Ontl fWe $ E�rify design irj 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 verity the applicability of design parameters and properly incorporate this design into the overall Ilan INEIE-W.,o, building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTeka 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 BCS/Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 ob Truss Truss Type Oty Ply 21367-4S K5961866 367-4S A02-G MONO TRUSS 1 A L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 16:22:09 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-voH 1 fR4KuTg 1 eyOGtSX2SU UgoTNcrOPxl7pIDmzS3dy OTES- 1)This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)633 lb down and 163 lb up at 22-7-4,and 104 lb down and 27 lb up at I0-2-12 on top chord,and 633 lb down and 163 lb up at 22-7-4,and 2279 lb down and 588 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 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 I Uniform Loads(plf) Vert:7-23=-72,7-8=-72,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 11=-1800(F)25=-500(F)33=-500(F) Trapezoidal Loads(plf) I Vert:1=-123-to-23=-72 I I I I 1 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. ' 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 �A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing PA Fre k' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the 14 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITP11 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 ib Truss Truss Type Qty Ply 21367-4S K5961867 367-4S 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 16:22:11 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-sBOn475aQ4wluGYf_tZWXvZ1 FG9oJ1dECRIslezS3dw 5-5-8 I 10-5-8 I 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 4x6 = 5x12 = 0.25 12 1 7x6 = 24 f 18 2 19 3 20 21 4 22 5 23 6 25 7 8 _..•1/11111 iii 1, h. .........iiiiiisto.......44w I .1: — III; 1"ri - ''—diggii.-- - -- ?.- 1 �������t:����A������������A��1���������<:����tt:���t:�����At:��������������t•�A������t•A�����������t•�t•��������tt•����������������A<•� 4x4 = I 15 26 14 27 13 28 12 29 11 30 1@1 32 9 7x6 = I 2-11-8 7-11-8 I 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)-- [5:0-3-0,0-4-8],[12:0-3-0,0-4-8],[17:0-3-0,0-1-0] ADING (psf25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.01 9-10 >999 360 MT20 220/195 10 LumberDOL 1.15 BC 0.18 Vert(CT) -0.02 9-10 >999 240 IDL LL 0.0 Rep Stress Incr NO WB 0.23 Horz(CT) -0.00 8 n/a n/a DL 9.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) -0.00 9-10 >999 240 Weight:345 lb FT=20 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*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 16-17:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr IEACTIONS. 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=-977(LC 24),17=-629(LC 22) I 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=3706(LC 47),17=671(LC 39) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.it - OP 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 OT CHORD 14-15-866/840,13-14=-951/908,12-13=-867/832,11-12=-855/788,10-11=922/955, 9-10=-870/1004 irEBS 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, EO PRQF. 6-9-1195/1155 NOTES- �. j �GtNER /� )2-ply truss to be connected together with 10d(0.131"x3")nails as follows: �C� -f7 Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. " i d P r 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. / , V 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; ( REQ MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate 4- Lei 4 ON�� grip DOL=1.60 /� 'lg.- 7 4, 2d `�- 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 `YI (?��` )Provide adequate drainage to prevent water ponding. �C R R t LE-4 v 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. EIRE1 - j-�d19 *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. April 11,2019 ..I'. - .1 ...- it A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.70/0312013 BEFORE USE. rr. 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' 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/i'Pl1 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 21367-4S illK5961867 367-4S 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 16:22:11 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-sBOn475aQ4wIuGYf_tZWXvZ1 FG9oJ1 dECRlslezS3dw 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=977,17=629. 11)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 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 I0-2-12 on top chord,and 633 lb down and 163 lb up at 22-7-4,and 2279 lb down and 588 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 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 I Uniform Loads(plf) Vert:7-21=-72,7-8=-72,9-15=-18 Concentrated Loads(Ib) Vert:1=-82 10=-1800(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 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 �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 R 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 lob Truss Truss Type Qty Ply 21367-46 K5961868 1367-4S A02-MS MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co.,Beaverton,OR 97005 8.240$Mar 10 2019 MiTek Industries,Inc.Wed Apr 10 20:54:51 2019 Page 1 I D:BRY3ax W kgv6k2 RkzwEh B9dzj Vx F-yMGTA7 FI?2E Be Dz6yAAoLkLB5S?MTI63pvQYD4zRzto I 5-5-8 I 10-5-8 15-5-8 20-5-8 25-5-8 5-0-0 28-9-0 5-5-8 5-0-0 5-0-0 5-0-0 3-3-8 Scale=1:48.7 I 4x6 = 8x12 = 0.25 12 I 1 7x6 = 26 5x12 = 3x4 11 4x8 = 3x4 = 3x4 = I 19 20 2 21 3 22 23 4 24 5 25 6 27 7 8 _ w w ciiii%4014, 0' I ' S_AUrrml .....411°111°1' IN*Inbril 'Ns'illiWIW -.11 N 6 28 15 29 14 30 13 31 12 32 11 33 34 K 9 10 3x8 I I 4x8 = 3x6 = 8x10 M18SHS = 3x4 = 4x8 = 4x8 = I 2-11-8 7-11-8 12-11-8 17-11-8 22-11-8 28-9-0 I2-11-8 5-0-0 5-0-0 5-0-0 5-0-0 5-9-8 Plate Offsets(X,Y)-- [1:0-2-15,0-2-10],[1:0-7-5,Edge],[1:0-1-12,0-0-0],[5:0-3-0,0-4-8],[13:0-5-0,0-4-8] TCLL LOADING (psf25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.27 12-13 >999 360 MT20 220/195 ITCDL 11,0 Lumber DOL 1.15 BC 0.72 Vert(CT) -0.49 12-13 >686 240 M18SHS 220/195 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(CT) 0.05 10 n/a n/a BCDL 9.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.20 12-13 >999 240 Weight:173 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 3-10-10 oc purlins, BOT CHORD 2x6 DF 1800F 2.1EI except end verticals. WEBS 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 IREACTIONS. (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. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. I TOP 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 I 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 WEBS 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 1 NOTES- a PR Q1 , � 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;ExpB;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 28-9-0 zone;cantilever left and right c ' , �� 15) �� exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate L(r grip DOL=1.60 8940Pt 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 U 3)Provide adequate drainage to prevent water ponding. 1,4)All plates are MT20 plates unless otherwise indicated. / `4 ; .,,. ... 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I 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 40 OREGON will fit between the bottom chord and any other members. L. 47 C 7)Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify /o 'Q j 14 2O �4 capacity of bearing surface. 4 , t I8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. {�/ y R 4�� 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 389 lb uplift at joint 10 and 359 lb uplift at R joint 18. 10)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 ii)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. I wnunuau vu payc t I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M0-7473 rev.10/0312015 BEFORE USE. =MIDesign valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not imillQ a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall R� Makbuilding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IY1 ` I is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Mak' IRS, 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 Nob Truss Truss Type Qty Ply 21367-4S K5961868 1367-4S 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. Wed Apr 10 20:54:51 2019 Page 2 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-yMGTA7Fl?2EBeDz6yAAoLkLB5S?MTI63pvQYD4zRzto INOTES- 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). ILOAD 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 I I I I I I I I 1, A MOON mi 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 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` 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 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 Oty Ply 21367-4S 367-4S A02A MONO TRUSS 3 1 K5961869 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 16:22:04 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjvxF-ZrT8ck0B3x11YBWJ4vxtlRme0ScYBmWCbs5_ZYzS3e1 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 = 0.25 1I2 1 5x6 = 3x4 II 3x6 = 3x4 = 3x4 = 1 17 18 2 19 3 20 21 4 22 23 5 24 6 7 . ci • .....11N6 U ' _ I0I •N r M N Arm N� 1' N N I 14 25 13 26 12 27 11 28 10 3x6 = 29 9 3x6 3x8 = 3x4 = 5x8 = 8 3x8 = I 2-11-8 7-11-8 12-11-8 17-11-8 22-10-8 2-11-8 5-0-0I 5-0-0 5-0-0 4-11-0 Plate Offsets(X,V)-- [1:0-7-4,0-3-0],[5:0-3-0,0-3-4],[11:0-4-0,0-3-0] LTCLL OADING (ps25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.96 Vert(LL) -0.13 11-12 >999 360 MT20 2.20/195 ITCDL 11.0 Lumber DOL 1.15 BC 0.79 Vert(CT) -0.30 11-12 >872 240 BCLL 0.0 * Rep Stress Incr NO WB 0.70 Horz(CT) 0.03 9 n/a n/a BCDL 9.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.10 11-12 >999 240 Weight:107 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr I CHORD 2x4 DF 2400E 2.0E TOP CHORD Structural wood sheathing directly applied or 1-11-14 oc purlins, except end verticals. WEBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 15-16:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr I REACTIONS. (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) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 14-16=-104/518,1-16=-1315/278,1-2=-1382/291,2-3=-3004/577,3-4=-3010/569, 4-5=-1861/347,6-9=517/118 BOT CHORD 12-13=-533/2585,11-12=-637/3270,10-11=509/2646,9-10=-190/1006 WEBS 1-13=-274/1587,2-13=-1496/347,2-12=-42/787,3-12=-524/202,3-11=-509/200, 4-11=-37/732,4-10=-1016/254,5-10=-161/1164,5-9=-1394/298 I NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 22-10-8 zone;cantilever left and right Iexposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �}R!y fir 2)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 V t 3)Provide adequate drainage to prevent water ponding. ��G I NE.,, s�g 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I5)*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 t� -)7 will fit between the bottom chord and any other members. 7z Q c 11,,, P. 6)Refer to girder(s)for truss to truss connections. , */ 7)Bearing at joint(s)16 considers parallel to grain value using ANSITfPI 1 angle to grain formula. Building designer should verify (� capacity of bearing surface. ,_/ I 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 199 lb uplift at joint 9 and 270 lb uplift at joint 16truss 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. } -}. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. /© A.r 14, e2QQ` ' 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 CR f;U'- 0-2-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard EXPIRES: 12-31-2019 I 4 ontinIIPd nn nano 2 April 11,2019 MOM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MEI(REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Nit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall l� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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/TPl1 Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type Qty Ply 21367-4S K5961869 67-4S AO2A 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 16:22:05 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-111 Wp31 pgEAcAL5VecS6HeJpIsynwDlLgWrY5?zS3e0 AD 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 1 II I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 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 mem building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Ni 250 Klug Circle is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI TPII Qualify Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type Qty Ply 21367-4S K5961870 67-4S A02A-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 16:22:06 2019 Page 1 ID:BRY3axWkgv6k2RkzwEh69dzjvxF-VDbu1P2SbYITnVghBKzLgss_VFHOee?V2Aa5eRzS3e? 5-5-8 I 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 4x6 = 5x12 = 0.25 12 1 5x6 = 3x4 H 3x8 = 3x4 = 3x4 = I 17 18 2 19 3 20 21 4 22 23 5 24 6• w WM 1 co N`l? 1' N N .-4111114 14 25 13 26 12 27 11 28 10 29 3x6 I I 4x6 = 3x6 = 5x8 = 3x6 = 6x6 = I 2-11-8I 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 ate Offsets(X,V)-- [1:0-7-4,0-3-0],[5:0-3-0,0-3-4],[11:0-4-0,0-3-0] TCLL ADING (psf25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.96 Vert(LL) -0.13 11-12 >999 360 MT20 220/195 IDL 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 DL 9,0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.12 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 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 1800E 2.1E OTHERS 2x4 DF No.1&Btr IEACTIONS. (lb/size) 9=1084/Mechanical,16=1346/0-5-8 Max Horz 16=237(LC 36) Max Uplift 9=-718(LC 39),16=-927(LC 30) Max Gray 9=1323(LC 24),16=1651(LC 25) •RCES. (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=-2345/1330,5-6=-679/656,6-9=-517/118 BOT CHORD 13-14=-801/778,12-13=-1615/2921,11-12=-1834/3709,10-11=-1654/3133, 9-10=-1139/1575 I EBS 1-13=-1337/2171,2-13=-2089/1429,2-12=-1069/1359,3-12=-1161/1124, 3-11=-1109/1063,4-11=-946/1215,4-10=-1512/1118,5-10=-995/1600,5-9=-1743/1029 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; r� 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 _coOr R( F- 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 CO'' GINE-, /5'. tlOf� 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 1.' T 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. $92�aP 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 144/ will fit between the bottom chord and any other members. 6)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. ©y OREGON Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 718 lb uplift at joint 9 and 927 lb uplift at 41 w Nt A,joint 16. /4 '41r 1420 -{- 9)This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all A. ' panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. i RA �\, it EXPIRES: 12-31-2019 )This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 22-10-8 for 300.0 plf. Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 to chord. The desiqn/selection of such connection device(s)is the responsibility of others. 1!) ntirgoARSge4. mow design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. wit 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!1'P/1 Quality Criteria,OSB-89 and SCSI Building Component 250 Klug Circle eSafety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type Qty Ply 21367-4S K5961870 67-4S AO2A-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 16:22:06 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-VDbu1P2SbYITnVghBKzLgss_VFHOee?V2Aa5eRzS3e? jAD 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 1 I 1 I I I . I I I I I I 1! 1 OW A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mf1-7473 rev.10/03/2015 BEFORE USE. �^ Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall e� building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MtTek` I is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type Qty Ply 21367-4S 67-4S AO2B MONO TRUSS 3 1 K5961871 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 16:22:07 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-zQ9HEI24MsQJPfFul1 VaM3OA5feAN9LeHpKfAtzS3e_ I I 5 5 8 10-5-8 15-5-8 18-10-12 5-5-8 5-0-0 5-0-0 3-5-4 Scale:3/8"=1' I 4x6 = 5x12 = r— 0.25 12 1 3x4 = 3x4 = 3x6 = 3x4 = 1 15 16 2 17 3 18 19 4 20 21 5 aim im-Em i , 1 1or ,4,00eprm mu 4 11 1__. N N NZ LI 12 22 11 23 10 24 9 25 8 3x6 3x6 = 3x4 = 3x4 = 7 5x8 = I 2-11-8 7-11-8 12-11-8i 18-10-12 2-11-8 5-0-0 5-0-0 5-11-4 ate Offsets(X,Y)-- [1:0-7-8,0-3-0] 10 ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL) -0.08 8-9 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.74 Vert(CT) -0.22 9-10 >976 240 Rep Stress Incr NO WB 0.57 Horz(CT) 0.02 8 n/a n/a LDL LL 0.0 * Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.05 9-10 >999 240 Weight:89 lb FT=20% DL 9.0 _ LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-8-1 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 10-0-0 oc bracing. 13-14:2x6 DF 1800E 2.1E,5-8:2x4 DF No.1&Btr OTHERS 2x4 DF No.1&Btr 'EACTIONS. (lb/size) 8=921/Mechanical,14=1151/0-5-8 Max Horz 14=153(LC 9) Max Uplift 8=-170(LC 12),14—236(LC 8) 'ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. P CHORD 12-14=-106/516,1-14=-1123/244,1-2=-1142/242,2-3=-2248/436,3-4=-1798/335, 5-8=-535/50 OT CHORD 10-11=-435/2070,9-10=-451/2290,8-9=-237/1207 WEBS 1-11=-218/1395,2-11=-1176/291,2-10=-112/596,3-10=-326/381,3-9=-706/188, 4-9=-83/953,4-8=-1390/308 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)0-7-4 to 3-7-4,Interior(1)3-7-4 to 18-10-12 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 Igrip DOL=1.60 & O PROF TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 � t` {vo Provide adequate drainage to prevent water ponding. �Gj �GI N. .q /0 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. C� /�. 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 -$^' will fit between the bottom chord and any other members. 89200PE Refer to girder(s)for truss to truss connections. Bearing at joint(s)14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify !*~ capacity of bearing surface. -•` fow' Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 170 lb uplift at joint 8 and 236 lb uplift at joint 14. OREGON �� j- \ This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all ttc A panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. / '1k 2P �j- 0 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7t�+ y7 4' R>1` 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 If7 R(� . - 0-2-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. AD CASE(S) Standard EXPIRES: 12-31-2019 April 11,2019 ntinued on oaae 2 A1 WARNING•Verify design parameters artd READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE full!-7473 rev.10/03!20!5 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 verify the applicability of design parameters and properly incorporate this design into the overall Rq building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IYI i`' 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 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 b Truss Truss Type Qty Ply21367-4S K5961871 367-4S AO2B 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 16:22:07 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-zQ9HE124MsQJPfFul1 VaM3OA5feAN9LeHpKfAtzS3e_ OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:5-19=-72,5-6=-72,7-12=-18 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-123-to-19=-72 I I I 1 I I I I I I I I I I ®WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER"REFERENCE PAGE MIb7473 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 Mi f4'T®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 R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS!?PIf Quality Criteria,OSB-89 and BCS/Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Jab Truss Truss Type Qty Ply 21367-4S K5961872 367-4S A03 MONO TRUSS 17 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 16:22:14 2019 Page 1 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-Gm4wi88Tj?1KIkHEf?7D9YBNOU?bW DuguPW Wvzzs3dt 5-5-8 10-5-8 i 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 4 I 1 I 19 20 3xII 3x82 = 21 3x43 = 22 23 4 3x4 = 24 55x6 = 25 6gx8 = 26 7 8 " 44‘141°Prir 0° n 7r'' ,''aI. .IP' AYIS csic 16 27 15 28 14 29 13 30 12 31 11 32 9 1 10 3x6 I I 4x6 = 3x4 = 5x8 M18SHS = 3x4 = 3x6 = 4x8 = I 2-11-8 7-11-8 12-11-8 17-11-8 I 22-11-8 28-9-0 __..H 2-11-8 5-0-0 5-0-0 5-0-0 5-0-0 5-9-8 ate Offsets(X,Y)-- [1:0-7-4,0-3-0],[5:0-3-0,0-3-0],[13:0-4-0,0-3-4] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Lid PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL) -0.28 12-13 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.88 Vert(CT) -0.50 12-13 >667 240 M18SHS 220/195 liCcDL 11.0 Rep Stress Incr NO WB 0.90 Horz(CT) 0.06 10 n/a n/a CLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.20 12-13 >999 240 Weight:132 lb FT=20% DL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied or 2-10-13 oc purlins, 1-5:2x4 DF 2400F 2.0E except end verticals. T CHORD 2x4 DF 2400E 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: EBS 2x4 DF Stud/Std*Except* 8-9-10 oc bracing:13-14 17-18:2x6 DF 1800F 2.1E,7-10:2x4 DF No.1&Btr 8-10-10 oc bracing:12-13. OTHERS 2x4 DF No.1&Btr IEACTIONS. (lb/size) 10=1334/Mechanical,18=1625/0-5-8 Max Horz 18=160(LC 9) 1 Max Uplift 10=-244(LC 12),18-223(LC 8) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 16-18=-102/519,1-18=-1590/230,1-2=-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 t 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; :‘.4°G P R Q fig. 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 6' exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate �Gj l N � f©grip DOL=1.60 G / TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 4t $( �� Qr Provide adequate drainage to prevent water ponding. �Y„ All plates are MT20 plates unless otherwise indicated. This truss has been designed for 10.0 psf bottom chord live load nonconcurrent with any other live loads.0 w �/ 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 , will fit between the bottom chord and any other members. „ 4. Refer to girder(s)for truss to truss connections.I -� OREGON !1/ Bearing at joint(s)bari18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify j. N. A. capacity of bearing surface. }' 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 'YI 1 4' {e)Q` 10=244,18=223. 8 R t LO 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 to11 EXPIRES: 12-31-2019 verify that they are correct for the intended use of this truss. 11)This truss has been designed for a moving concentrated load of 250.01b live and 250.OIb dead located at all mid panels and at all April 11,2019 it panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. I ntir>~1ed on pae 2 MU. M WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notint a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961872 367-4S A03 MONO TRUSS 17 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 16:22:14 2019 Page 2 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-Gm4wi88Tj?IKIkHEf?7D9YBN0U?bW DuguPW WvzzS3dt TES- Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 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)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:7-23=-59,7-8=-59,9-16=-18 Concentrated Loads(Ib) IIVert:1=-82 Trapezoidal Loads(plf) Vert:1=-104-to-23=-59 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-38 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-56-to-23=-22 IDead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-53,7-23=22,7-8=17,9-16=-11 Horz:1-16=16,1-17=53,1-20=-37,7-20=-31,7-8=-26,7-10=29 Concentrated Loads(Ib) 111 Vert:1=-82 Trapezoidal Loads(plf) Vert:1=38-to-20=36,20=30-to-23=22 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=46,6-23=22,6-7=28,7-8=-8,9-16=11 Horz:1-16=-29,1-17=46,1-6=-31,6-7=-37,7-10=-16 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=32-to-23=22 Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase-1.60,Plate Increase=1.60 I Uniform Loads(plf) Vert:1-17=-30,7-23=-33,7-8=-28,9-16=-18 Horz:1-16=-19,1-17=30,1-7=11,7-8=6,7-10=-26 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-73-to-23=-33 Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=46,7-23=-33,7-8=-22,9-16=-18 Horz:1-16=26,1-17=-46,1-7=11,7-10=19 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-72-to-23=-33 Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-43,7-23=27,7-8=7,9-16=-11 Horz:1-16=15,1-17=43,1-7=-36,7-8=-15,7-10=19 Concentrated Loads(Ib) I Vert:1=-82 Trapezoidal Loads(plf) Vert:1=37-to-23=27 1 Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=43,7-23=12,7-8=22,9-16=-11 Horz:1-16=-19,1-17=-43,1-7=-20,7-8=-31,7-10=-15 Concentrated Loads(Ib) IVert:1=-82 Trapezoidal Loads(plf) Vert:1=29-to-23=12 10) Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-43,7-23=3,7-8=-7,9-16=-18 Horz:1-16=25,1-17=43,1-7=-25,7-8=-15,7-10=9 ntinupd on nano 3 iiiA 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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mmmek° is always required for stability and to prevent collapse 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 -_- IJo Truss Truss Type Qty Ply 21367-4S K5961872 67-4S A03 MONO TRUSS 17 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 8 Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 16:22:14 2019 Page 3 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-Gm4wi88Tj?IKIkHEf?7D9YBNOU?bW DuguP W WvzzS3dt 10 AD CASE(S) Standard Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-47-to-23=3 Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=43,7-23=-12,7-8=9,9-16=-18 Horz:1-16=-9,1-17=-43,1-7=-10,7-8=-31,7-10=-25 IConcentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-38-to-23=-12 12) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 IUniform Loads(plf) Vert:1-17=29,7-23=27,7-8=7,9-16=-11 Horz:1-16=12,1-17=-29,1-7=-36,7-8=-15,7-10=17 Concentrated Loads(Ib) Vert:1=-82 1 Trapezoidal Loads(plf) Vert:1=37-to-23=27 Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=29,7-23=12,7-8=22,9-16=-11 1 Horz:1-16=-17,1-17=-29,1-7=-20,7-8=-31,7-10=-12 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=20-to-23=12 I) Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=29,7-23=27,7-8=7,9-16=-11 Horz:1-16=12,1-17=-29,1-7=-36,7-8=-15,7-10=17 Concentrated Loads(Ib) Vert: 111 TrapezoidalalLoads(plf) Vert:1=37-to-23=27 15) Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=29,7-23=12,7-8=22,9-16=-11 Horz:1-16=-17,1-17=-29,1-7=-20,7-8=-31,7-10=-12 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) IVert:1=20-to-23=12 Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=29,7-23=3,7-8=-7,9-16=-18 Horz:1-16=23,1-17=-29,1-7=-25,7-8=-15,7-10=7 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-32-to-23=3 7) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 ii, Uniform Loads(plf) Vert:1-17=29,7-23=-12,7-8=9,9-16=-18 Horz:1-16=-7,1-17=-29,1-7=-10,7-8=-31,7-10=-23 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-38-to-23=-12 8) Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 1 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 ) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 9 0 Uniform Loads(plf) Vert:1-17=-33,7-23=-40,7-8=-48,9-16=-18 Horz:1-16=19,1-17=33,1-7=-19,7-8=-11,7-10=6 Concentrated Loads(Ib) Vert: s2 TrapezoidallLoads(plf) Vert:1=-105-to-23=40 ntinued on nage 4 111 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml7-7473 rev.70/0312015 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 mewllini NI 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 ANSVI P/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 Job Truss Truss Type Oty Ply 21367-4S K5961872 367-4S A03 MONO TRUSS 17 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 3 Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 16:22:14 2019 Page 4 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-Gm4wi88Tj?IKIkHEf?7D9YBNOU?bW DuguPW WvzzS3dt 10 OAD CASE(S) Standard Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=33,7-23=-52,7-8=-37,9-16=-18 I Horz:1-16=-6,1-17=-33,1-7=-8,7-8=-23,7-10=-19 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-98-to-23=-52 I) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=22,7-23=-40,7-8=-48,9-16=-18 Horz:1-16=17,1-17=-22,1-7=-19,7-8=-11,7-10=5 Concentrated Loads(Ib) I Vert:TrapezoidalalLoads(plf) Vert:1=-94-to-23=-40 22) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) I Vert:1-17=22,7-23=-52,7-8=-37,9-16=-18 Horz:1-16=-5,1-17=-22,1-7=-8,7-8=-23,7-10=-17 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-98-to-23=-52 Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:7-23=-62,7-8=-62,9-16=-18 Concentrated Loads(Ib) 111 Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-108-to-23=-62 24) 1st Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) 1111 Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-582 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 15 2nd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 19=-500 Trapezoidal Loads(plf) Vert:1=45-to-23=-22 6)3rd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 I Concentrated Loads(Ib) 1 Vert:1=-82 21=-500 Trapezoidal Loads(plf) Vert:1=45-to-23=-22 7)4th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 IIUniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 22=-500 Trapezoidal Loads(plf) IVert:1=-45-to-23=-22 8)5th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) IIVert:1=-82 24=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 29)6th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) IVert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 25=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 116 7th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 ntinued on Daae 5 AI WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mff-7473 rev.10/03/2015 BEFORE USE. put 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 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 ANSUTPI1 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 !Job Truss Truss Type Qty Ply 21367-4S K5961872 367-4S A03 MONO TRUSS 17 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 16:22:14 2019 Page 5 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-Gm4wi88Tj?I KIkHEf?7D9YBNOU?bW DuguPW Wvz2S3dt 110 AD CASE(S) Standard Concentrated Loads(Ib) Vert:1=-82 26=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 8th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:7=-500 1=-82 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 32)9th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) 111 Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 2=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 111) 10th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 3=-500 ITrapezoidal Loads(plf) Vert:1=-45-to-23=-22 11th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 4=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 35) 12th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 IUniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:5=-500 1=-82 Trapezoidal Loads(plf) IVert:1=-45-to-23=-22 13th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 aConcentrated Loads(Ib) 111 Vert:1=-82 6=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 37) 14th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) IVert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 27=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 III8) 15th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 28=-500 19 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 16th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 29=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 0) 17th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 30=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 18th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 .11)1 -. .I .-.- .. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED 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 , MI 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 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 BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961872 367-4S A03 MONO TRUSS 17 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 16:22:14 2019 Page 6 I D:BRY3axWkgv6k2RkzwEhB9dzjvxF-Gm4wi88Tj?I KIkHEf?7D9YBNOU?bW DuguPW WvzzS3dt 10 AD CASE(S) Standard Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 31=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 42) 19th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=18 Concentrated Loads(Ib) Vert:1=-82 32=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 IF)20th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:10=-500 1=-82 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 21st Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 IConcentrated Loads(Ib) Vert:16=-500 1=-82 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 5)22nd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 15=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 23rd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 14=-500 I Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 47)24th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:7-23=-22,7-8=-22,9-16=-18 II Concentrated Loads(Ib) Vert:13=-500 1=-82 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 25th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 12=-500 ITrapezoidal Loads(plf) Vert:1=-45-to-23=-22 26th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 11=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 0)27th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:10=-500 1=-82 Trapezoidal Loads(plf) IVert:1=-45-to-23=-22 28th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) IVert:10=-500 1=-82 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 ME t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK 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 pig a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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?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 Job Truss Truss Type Qty Ply 21367-4S K5961873 367-4S A03-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 16:22:18 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-8XJRYWBzmEomDLb?urB9JOL4d5M3S94Gp1 Uk2kzS3dp 5-5-8 10-5-8 I 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 II 4x6 = 0.25 12 5x12 = 1 5x6 = 1.5x4 II 1 18 19 2 20 3 21 22 4 23 5 24 6 25 7`8 C O �• O^M c,ctiN T•:4p.-..-4.. - :0iiiOiii'ii-.i--iiiii*i*i44:....N....-iiiiT Z iiiGT i-'i'iii*ii'.... ..i..:. T.-T -'.--.*-*---.--'-'.-...-.. '-.. 4 6x6 = 111 15 26 14 27 13 28 12 29 11 30 10 31 9 5x6 = I 2-11-8 I 7-11-8 12-11-8 17-11-8 22-11-8 28-9-0 2-11-8 5-0-0 5-0-0 5-0-0 5-0-0 5-9-8 late Offsets(X,V)-- [1:0-6-0,0-3-0],[5:0-3-0,0-3-0],[12:0-3-0,0-3-0] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.09 9-10 >743 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.91 Vert(CT) -0.19 9-10 >340 240 CDL 11.0 Rep Stress Incr NO WB 0.44 Horz(CT) -0.01 8 n/a n/a CDL 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.l&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 16-17:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr lirACTIONS. All bearings 28-3-8 except(jt=length)17=0-5-8. (Ib)- Max Horz 17=250(LC 33) Max Uplift All uplift 100 lb or less at joint(s)except 8=-482(LC 68),9=-693(LC 33), 15—124(LC 78),12=-159(LC 32),14=-111(LC 32),13=-216(LC 32),11=-164(LC 30),10=-119(LC 30),17=-573(LC 30) I 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) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP 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 OT CHORD 14-15=-884/857,13-14=-905/917,12-13=-829/841,11-12=-817/824,10-11=840/853, 9-10=-863/960 gEBS 1-14=-1013/1017,2-14=-1194/1092,2-13=-1172/1116,3-13=-1159/1101, f^� 3-12=-1083/1049,4-12=-1134/1107,4-11=-1071/1054,5-11=-1171/1147, 1,�c® P R Q c- G 5-10=-1118/1099,6-10=-1161/1129,6-9=-1146/1142 \f{, ZytN fihht t Co G � , NOTES- C? f' '7 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; L-1.-it pn�y nn/� 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 8920 }P E 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 411111. Provide adequate drainage to prevent water ponding. All plates are 3x4 MT20 unless otherwise indicated.11 OREGON This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��� � �D` _ *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 by2-0-0 wide �' 'Za will fit between the bottom chord and any other members. l5 Bearing at joint(s)8,17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify `FR}�t �. 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 atEXPIRES: G-31- 1 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 • ut 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 pR�IYIrTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Ifabrication,storage,delivery,erection and bracing of trusses and truss systems,see AN 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 Job Truss Truss Type Qty Ply 21367-4S K5961873 11367-4S A03-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 16:22:18 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-8XJRYWBzmEomDLb?urB9JOL4d5M3S94Gp1 Uk2kzS3dp IOTES- 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 fora 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 IBottom Chord,nonconcurrent with any other live loads. This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 28-9-0 for 300.0 plf. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. IAD 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 I 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 II 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 Concentrated Loads(Ib) Vert:1=-82 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) II Vert: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(lb) Vert:1=-82 Trapezoidal Loads(plf) IVert: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=19 111 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-72-to-22=-33 t 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(lb) Vert:1=-82 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 .... . .. ... / A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 5111-7473 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 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 'Job Truss 'Truss Type Qty Ply 21367-4S 1367-4S A03-D MONO TRUSS 3 1 K5961873 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 16:22:18 2019 Page 3 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-8XJRYWBzmEomDLb?urB9JOL4d5M3S94Gp1 Uk2kzS3dp OAD CASE(S) Standard Trapezoidal Loads(pif) 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(pif) 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 II Trapezoidal Loads(pif) Vert:1=-47-to-22=3 1) Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) 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(pif) Vert:1=-22-to-22=3 12) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) 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 III TrapezoidallLoads(pif) Vert:1=20-to-22=12 13) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) 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(pif) 14 Vert:1=20-to-22=12 Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) 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 Trapezoidal Loads(pif) Vert:1=20-to-22=12 15) Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) 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(pif) 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(pif) 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=-821-16-29, =82 Trapezoidal Loads(pif) Vert:1=-48-to-22=-12 17) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) 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(pif) Vert:1=-38-to-22=-12 18) Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(pif) IVert:7-22=-22,7-8=-22,9-15=-18 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(pif) Vert:1=-45-to-22=-22 Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 ntinued on Daae 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev,10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing lVtiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSYTPII 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. MOM Criteria,OSB-89 and BCS/Building Component Corona,CA 92880 b Truss Truss Type Qty Ply 21367-4S K5961873 367-4S A03-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 16:22:18 2019 Page 4 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-8XJRYWBzmEomDLb?urB9JOL4d5M3S94Gp1 Uk2kzS3dp TOAD 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 IUniform 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 ITrapezoidal Loads(plf) Vert:1=-87-to-22=-40 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:1-16=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 12 Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=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) IVert:1=-82 TrapezoidallLoads(plf) Vert:1=-98-to-22=-52 23) Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) IVert:7-22=-62,7-8=-62,9-15=-18 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-108-to-22=-62 14 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 I) Dead+0.75 Snow(balanced)+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pit) 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 Dted: d=225 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-1084o-22=-64 16) 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 (ib)(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=35-to-22=29 17 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: -15=300 Concentrated Loads(Ib) Vert:1=-82 ntinued nn nano 5 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 properly incorporate this design into the overall !AMA"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 250 Klug Circle is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 ib Truss Truss Type Qty Ply 21367-4S K5961873 367-4S A03-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 16:22:18 2019 Page 5 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-8XJRYWBzmEomDLb?urB9JOL4d5M3S94Gp1 Uk2kzS3dp IOAD CASE(S) Standard Trapezoidal Loads(plf) Vert:1=23-to-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 I Uniform 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 29) Dead+0.6 C-C Wind(Neg.Internal)Case 2+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 I 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 I Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-79-to-22=-39 30) Dead+0.6 MWFRS Wind(Pos.Internal)Left+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33I _ - _ 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 Drag:9-15=-300 I 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 Drag:9-15=300 I 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: Ib) 300 111 Concentrated Loadsoads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=50-to-22=34 3) 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: -15=300 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=38-to-22=21 ) Dead+0.6 MWFRS Wind(Neg.Internal)Left+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 114 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 I Drag: -15=-300 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-41-to-22=10 5) Dead+0.6 MWFRS Wind(Neg.Internal)Left+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 ntinued on Daae 6 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10703/2015 BEFORE USE. NI Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �f 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 ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Oty Ply 21367-4S K5961873 367-4S A03-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 16:22:19 2019 Page 6 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-djtplsCbXYwcrV9BSZiOsbuFNVhIBcKP2hEHaBzS3do IOAD 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) ISVert: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, 6-25=14373,7-25=14373,7-8=14373,7-9=-25 Drag:9-15=-300 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-16-to-22=10 17) 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, I/ 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 Trapezoidal 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) IVert: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 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, 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 Trapezoidal Loads(plf) IVert: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 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) IVert:1=27-to-22=18 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 Drag:9-15=300 Concentrated Loads(Ib) Vert:1=-82 12 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 1 ntinuRd on nano 7 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 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 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 !V I'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 ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961873 367-4S A03-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 16:22:19 2019 Page 7 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-djtplsCbXYwcrV9BSZiOsbuFNVhI BcKP2hEHaBzS3do IOAD 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, 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) 113 Vert:1=27-to-22=18 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, 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 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 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 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 Trapezoidal Loads(plf) IVert: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 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 Trapezoidal Loads(plf) IVert: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 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(lb) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-31-to-22=-6 Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 II ntinuad nn Dana 8 r• 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 / 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/TPII Quality Criteria,DSB-89 and BCS/Building Component 250 • Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961873 367-4S A03-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 16:22:19 2019 Page 8 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-djtplsCbXYwcrV9BSZiOsbuFNVhlBcKP2hEHaBzS3do IOAD 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, i6-24=-14409,6-25=-14409,7-25=-14409,7-8=-14409,7-9=-23 Drag:9-15=300 Concentrated Loads(lb) Vert:1=-82 Trapezoidal Loads(plf) 10 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, III7-25=14399,7-8=14399 Drag:9-15=-300 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-39-to-22=-16 1) 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 Trapezoidal Loads(plf) IVert: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) 1114 Vert: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 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 Trapezoidal Loads(plf) 115 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 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=110-to-22-4 Dead+0.75 Snow(bat.)+0.755(0.6 MWFRS Wind(Neg.Int)Right)+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 1 .r'� . .. ) 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 �/A� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IYI Trek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961873 367-4S A03-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 16:22:19 2019 Page 9 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-djtplsCbXYwcrV9BSZiOsbuFNVhIBcKP2hEHaBzS3do IOAD 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, IDrag: D 9 9 Drag:9-15=-225 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) 17 Vert:1=-82-to-22=-36 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, I7-8=-10818, 7-9=-19 Drag:9-15=225 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) 111 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, Drag: Drag:9-15=-225 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) 119 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) 110 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 Trapezoidal Loads(plf) IVert:1=-94-to-22=-47 1) 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) 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(lb) Vert:1=-82 IITrapezoidal Loads(plf) Vert:1=-103-to-22=-57 2) 1st 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=-582 Trapezoidal Loads(plf) Vert:1=45-to-22=-22 3)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 Trapezoidal Loads(plf) ltVert:1=-45-to-22=-22 3rd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 ntinued on Daae 10 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 NI a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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 Frei(' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/f Quality Criteria,OSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22374. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961873 367-4S A03-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 16:22:19 2019 Page 10 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-djtplsCbXYwcrV9BSZiOsbuFNVhIBcKP2h EHaBzS3do IOAD 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) 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 1116)5th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:7-22=-22,7-8=-22,9-15=-18 Concentrated Loads(Ib) Vert:1=-82 23=-500 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 IConcentrated Loads(Ib) Vert:1=-82 24=-500 Trapezoidal Loads(plf) Vert:1=-45-to-22=-22 68)7th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) i Vert:7-22=-22,7-8=-22,9-15=-18 Concentrated Loads(Ib) I Vert:1=-82 25=-500 Trapezoidal Loads(plf) 19 Vert:1=45-to-22=-22 8th 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:7=-500 1=-82 Trapezoidal Loads(plf) Vert:1=-45-to-22=-22 70)9th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(2 ) Veil: 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 I1) 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 Trapezoidal Loads(plf) Vert:1=-45-to-22=-22 2) 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 I3) 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 Trapezoidal Loads(plf) Vert:1=-45-to-22=-22 4) 13th 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) IVert:5=-500 1=-82 Trapezoidal Loads(plf) Vert:1=-45-to-22=-22 ntinued on nanP 11 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mff-7473 rev.70/03/2015 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 p�a building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing OVI trek` is always required for stability and to prevent collapse 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 Qulity 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 22314a11111.1111111. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961873 367-4S A03-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 16:22:19 2019 Page 11 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-djtplsCbXYwcrV9BSZiOsbuFNVhIBcKP2hEHaBzS3do �OAD 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(plf) Vert:7-22=-22,7-8=-22,9-15=-18 III Concentrated Loads(Ib) Vert:7=-500 1=-82 Trapezoidal Loads(plf) Vert:1=-45-to-22=-22 1117 Uniform) 16th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 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) 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 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 It Trapezoidal Loads(plf) Vert:1=-45-to-22=-22 19th 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 29=-500 Trapezoidal Loads(plf) Vert:1=-45-to-22=-22 81)20th 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:1=-82 30=-500 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 Concentrated Loads(Ib) I 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 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 14)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) Vert:1=-82 14=-500 Trapezoidal Loads(plf) Vert:1=-45-to-22=-22 5)24th 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 13=-500 ntinued on oaoe 12 MIMI A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIt-7473 rev.10103/2015 BEFORE USE. imult Design valid for use only with MiTeker connectors.This design is based only upon parameters shown,and is for an individual building component,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/TP/1 Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961873 367-4S A03-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 16:22:19 2019 Page 12 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-djtplsCbXYwcrV9BSZiOsbuFNVh IBcKP2hEHaBzS3do I OAD CASE(S) Standard Trapezoidal Loads(plf) Vert:1=-45-to-22=-22 86)25th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 IUniform Loads(plf) (P ) Vert:7-22=-22,7-8=-22,9-15=-18 Concentrated Loads(Ib) Vert:12=-500 1=-82 Trapezoidal Loads(plf) 17 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) IVert: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(Ib) 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) Vert:9=-500 1=-82 ITrapezoidal Loads(plf) Vert:1=-45-to-22=-22 1 I I I I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mit-7473 rev.10/03/2015 BEFORE USE. 1 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iTek" mom is always required for stability and to prevent collapse 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!?P11 Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961874 367-4S A03-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 16:22:20 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-5wRBzCCEI r3TTfkNOG EdOpRUYv63wyMYGLzr6dzS3dn 5-5-8 10-5-8 I 15-5-8 19-0-4 20-5-8 I 25-5-8 28-9-0 5-5-8 5-0-0 5-0-0 3-6-12 1-5-4 5-0-0 3-3-8 Scale=1:49.4 I 4x6 = 0.25 12 5x12 = 1 3x4 = 1.5x4 5x6 = 4x6 = 1.5x4 II 3x6 =- 2 3x4 = 7 27 8 9 : ...Allogiiiirp 20 2 21 3 22 23 4 24 5 25 6 26 1 N 1 V ,' Yi 17 28 16 29 15 30 14 31 13 11 32 12 33 10 3x4 3x8 = 3x4 = 7x6 = 8x8 = 4x6 = 4x8 I 2-11-8 7-11-8 12-11-8I 19-0-4 22-11-8 I 28-9-0 2-11-8 5-0-0 5-0-0 6-0-12 3-11-4 5-9-8 late Offsets(X,Y)-- [1:0-7-4,0-3-0],[6:0-2-8,0-3-0],[13:0-4-0,0-4-4],[14:0-3-0,0-4-12] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.27 13-14 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.62 Vert(CT) -0.49 13-14 >678 240 CDL 11.0 Rep Stress Ina NO WB 0.84 Horz(CT) 0.03 11 n/a n/a CLL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.20 13-14 >999 240 Weight:309 lb FT=20% CDL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins, IvOT 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. 18-19:2x6 DF 1800E 2.1E OTHERS 2x4 DF No.1&Btr IEACTIONS. (lb/size) 11=2847/Mechanical,19=2402/0-5-8 Max Horz 19=157(LC 5) Max Uplift 11—537(LC 5),19=-463(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. IOP CHORD 17-19=-42/547,1-19=-2302/464,1-2=-2869/563,2-3=-7346/1379,3-4=-9906/1836, 4-5=-11564/2377,5-6=-11559/2377,6-7=-6820/1334,8-11=-539/38 OT CHORD 15-16=-1086/5557,14-15=-1687/8937,13-14=-2154/10752,12-13=2054/9913, 11-12=-774/3774 f EBS 1-16=-597/3303,2-16=-3282/676,2-15=-346/2177,3-15=-1992/432,3-14=-280/1440, 4-14=-1159/355,4-13=-460/986,6-12=-3987/886,7-12=-785/4031,7-11=-4559/921, 5-13=-453/258,6-13=-628/2895 NOTES- )2-ply truss to be connected together with 1 Od(0.131"x3")nails as follows:I �� fir. Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-7-0 oc. ® C Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. tS Webs connected as follows:2x4-1 row at 0-9-0 oc. .„.._ ��G 1l'4 /©.' 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 CQ '7" /y7i ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. '4d "Y 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 9L i QP 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 CC. 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 --7t 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. -� A_OREGON�l44, *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- '7 A. will fit between the bottom chord and any other members. /4 k 14, ‘2,°fl .r 8)Refer to girder(s)for truss to truss connections. �j' )Bearing at joint(s)19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verifyI F1 R �. capacity of bearing surface. 0) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 537 lb uplift at joint 11 and 463 lb uplift EXPIRES: -31-201 at joint 19. 11)This truss has been designed for a moving concentrated load of 250.01b live and 250.0Ib dead located at all mid panels and at all April 11,2019 panel points alone the Top Chord and Bottom Chord,nonconcurrent with any other live loads. nti ed on Daae 2 -- 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 i'T@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 Job Truss Truss Type Qty Ply 21367-4S K5961874 67-4S A03-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 16:22:20 2019 Page 2 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-5W RBzCCEIr3TTfkNOGEdOpRUYv63wyMYGLzr6dzS3dn 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 0-2-12 on top chord,and 2899 lb down and 748 lb up at 18-11-6 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. rAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:8-23=-72,8-9=-72,10-17=-18 Concentrated Loads(Ib) Vert:1=-82 13=-2290 Trapezoidal Loads(plf) Vert:1=-123-to-23=-72 I II II I I I I l I I I I I I 1 1 __ A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIf-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,notle 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 P4fie 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961875 367-4S A03-MS 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 16:22:21 2019 Page 1 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-z6?ZAYD839BK4oJaa_lsxozfG IQmfN3iV?jOe3zS3dm 5-5-8 10-5-8 15-5-8 20-5-8 i 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 0.25 12 Bx12 = 1 7x6 = 26 5x12 = 3x4 II 1 4x8 = 3x4 = 3x4 = cl, I 19 20 2 21 3 22 23 4 24 5 25 6 27 7 8 C r•� I ^N 16 28 15 29 14 30 13 31 12 32 11 33 34 9 10 I3x8 II 4x8 = 3x6 = 8x10 M18SHS = 3x4 = 4x8 = 4x8 = III 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 late Offsets(X,Y)-- [1:0-7-4,0-4-0],[1:0-1-12,0-0-0],[5:0-3-0,0-4-8],[13:0-5-0,0-4-8] lo ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.54 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 CDL 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- OP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 3-10-10 oc purlins, OT CHORD 2x6 DF 1800F 2.1E 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 2.1 E,1-15,6-11:2x4 DF No.1&Btr OTHERS 2x4 DF No.1&Btr I EACTIONS. (lb/size) 10=2123/Mechanical,18=1836/0-5-8 Max Horz 18=158(LC 9) Max Uplift 10=389(LC 12),18=-262(LC 8) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 16-18=-64/532,1-18=-1771/269,1-2=-2210/443,2-3=-5284/999,3-4=-6485/1211, 4-5=-6401/1190,5-6=-4788/878,7-10=-517/48 OT CHORD 14-15=-838/4174,13-14=-1190/6204,12-13=-1256/6634,11-12=-1127/6016, 10-11=-551/2934 IEBS 1-15=-430/2436,2-15=-2363/502,2-14=-187/1323,3-14=-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 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; il 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 �� PR( � exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate t� 2)Trip CLDO SCE 0-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 c~� G t 'T ��*0 Provide adequate drainage to prevent water ponding.0 �<Ct fi'� All plates are MT20 plates unless otherwise indicated. 89200P 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� •:-` 4 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 OREGON to capacity of bearing surface. L. 2j ,�D* 4, Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 389 lb uplift at joint 10 and 262 lb uplift '� / P��' 7 A 'Z� `� at joint 18. i'O ) 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. EXPIRES: 1 -31-201 1)This truss has been designed for a moving concentrated load of 250.01b live and 250.0Ib dead located at all mid panels and at all 9 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. April 11,201 9 Graphical purlin representation does not depict the size or the orientation of the purlin alone the top and/or bottom chord. ntinked onpacie 2 �� M WAR IN -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 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing mu ilek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Qualify Criteria,OSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961875 367-4S A03-MS 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 16:22:21 2019 Page 2 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-Z6?ZAYDs39BK4oJaa_IsxOzfG IQmfN3iV?jOe3zS3dm "TES- ) 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 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. 14) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). IAD 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 25=-500(F)33=-500(F) Trapezoidal Loads(plf) Vert:1=-123-to-23=-72 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:7-23=-59,7-8=-60,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 25=431(F)33=431(F) Trapezoidal Loads(plf) Vert:1=-104-to-23=-59 IDead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-38 Concentrated Loads(Ib) Vert:1=-82 25=-333(F)33=-333(F) ITrapezoidal Loads(plf) Vert:1=-56-to-23=-22 Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-53,7-23=22,7-8=17,9-16=-11 Horz:1-16=16,1-17=53,1-20=-37,7-20=-31,7-8=-26,7-10=29 Concentrated Loads(Ib) Vert:1=-82 25=97(F)33=97(F) Trapezoidal Loads(plf) Vert:1=38-to-20=36,20=30-to-23=22 IIDead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=46,6-23=22,6-7=28,7-8=-8,9-16=-11 Horz:1-16=-29,1-17=46,1-6=-31,6-7=-37,7-10=-16 Concentrated Loads(Ib) Vert:1=-82 25=97(F)33=97(F) Trapezoidal Loads(plf) Vert:1=32-to-23=22 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) ' Vert:1-17=-30,7-23=-33,7-8=-28,9-16=-18 Horz:1-16=-19,1-17=30,1-7=11,7-8=6,7-10=-26 Concentrated Loads(Ib) � Vert:1=-82 25=-387(F)33=-387(F) Trapezoidal Loads(plf) IVert:1=-73-to-23=-33 Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=46,7-23=-33,7-8=-22,9-16=-18 Horz:1-16=26,1-17=-46,1-7=11,7-10=19 Concentrated Loads(Ib) Vert:1=-82 25=-385(F)33=-385(F) Trapezoidal Loads(plf) Vert:1=-72-to-23=-33 IDead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-43,7-23=27,7-8=7,9-16=-11 Horz:1-16=15,1-17=43,1-7=-36,7-8=-15,7-10=19 Concentrated Loads(Ib) Vert:1=-82 25=92(F)33=92(F) Trapezoidal Loads(plf) Vert:1=37-to-23=27 Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=43,7-23=12,7-8=22,9-16=-11 Horz:1-16=-19,1-17=-43,1-7=-20,7-8=-31,7-10=-15 Concentrated Loads(Ib) Vert:1=-82 25=163(F)33=163(F) Trapezoidal Loads(plf) Vert:1=29-to-23=12 ) Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 i Ne 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 M Frei(' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality 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 21367-4S K5961875 367-4S A03-MS 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 16:22:21 2019 Page 3 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-Z6?ZAYDs39BK4oJaa_IsxOzfG IQmfN3iV?jOe3zS3dm LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-17=-43,7-23=3,7-8=-7,9-16=-18 Horz:1-16=25,1-17=43,1-7=-25,7-8=-15,7-10=9 I Concentrated Loads(Ib) Vert:1=-82 25=492(F)33=492(F) Trapezoidal Loads(plf) Vert:1=-47-to-23=3 11)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 I Uniform Loads(plf) Vert:1-17=43,7-23=-12,7-8=9,9-16=-18 Horz:1-16=9,1-17=-43,1-7=-10,7-8=-31,7-10=-25 Concentrated Loads(Ib) Vert:1=-82 25=-251(F)33=-251(F) I Trapezoidal Loads(plf) Vert:1=-38-to-23=-12 2) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=29,7-23=27,7-8=7,9-16=-11 1 Horz:1-16=12,1-17=-29,1-7=-36,7-8=-15,7-10=17 Concentrated Loads(Ib) Vert:1=-82 25=92(F)33=92(F) Trapezoidal Loads(plf) Vert:1=37-to-23=27 I3) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=29,7-23=12,7-8=22,9-16=-11 Horz:1-16=-17,1-17=-29,1-7=-20,7-8=-31,7-10=-12 Concentrated Loads(Ib) Vert:1=-82 25=83(F)33=83(F) Trapezoidal Loads(plf) Vert:1=20-to-23=12 14) Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 ii Uniform Loads(plf) Vert:1-17=29,7-23=27,7-8=7,9-16=-11 Horz:1-16=12,1-17=-29,1-7=-36,7-8=-15,7-10=17 Concentrated Loads(Ib) Vert:1=-82 25=92(F)33=92(F) Trapezoidal Loads(plf) Vert:1=37-to-23=27 5) Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=29,7-23=12,7-8=22,9-16=-11 I Horz:1-16=-17, -1-17=-29,1-7=-20,7-831,7-10=-12 Concentrated Loads(Ib) Vert:1=-82 25=83(F)33=83(F) Trapezoidal Loads(plf) Vert:1=20-to-23=12 16) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=29,7-23=3,7-8=-7,9-16=-18 Horz:1-16=23,1-17=-29,1-7=-25,7-8=-15,7-10=7 Concentrated Loads(Ib) Vert:1=82 25=-348(F)33=-348(F) Trapezoidal Loads(plf) Vert:1=-32-to-23=3 7) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) I Vert:1-17=29,7-23=-12,7-8=9,9-16=-18 Horz:1-16=-7,1-17=-29,1-7=-10,7-8=-31,7-10=-23 Concentrated Loads(Ib) Vert:1=-82 25=-251(F)33=-251(F) Trapezoidal Loads(plf) Vert:1=-38-to-23=-12 I8) Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 25=-222(F)33=-222(F) Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 9) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) I Vert:1-17=-33,7-23=-40,7-8=-48,9-16=-18 Horz:1-16=19,1-17=33,1-7=-19,7-8=-11,7-10=6 Concentrated Loads(Ib) Vert:1=-82 25=-633(F)33=-633(F) ntinued on cane 4 A WARNING-Verify 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 �A a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall �° building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. 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 BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961875 367-4S A03-MS 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 16:22:21 2019 Page 4 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-Z6?ZAYDs39BK4oJaa_IsxOzfG lOmfN3iV?jOe3zS3dm IAD CASE(S) Standard Trapezoidal Loads(plf) Vert:1=-105-to-23=-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:1-17=33,7-23=-52,7-8=-37,9-16=-18 Horz:1-16=-6,1-17=-33,1-7=-8,7-8=-23,7-10=-19 Concentrated Loads(Ib) Vert:1=-82 25=-452(F)33=-452(F) I Trapezoidal Loads(plf) Vert:1=-98-to-23=-52 Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=22,7-23=-40,7-8=-48,9-16=-18 Horz:1-16=17,1-17=-22,1-7=-19,7-8=-11,7-10=5 Concentrated Loads(Ib) Vert:1=-82 25=-525(F)33=-525(F) Trapezoidal Loads(pif) Vert:1=-94-to-23=-40 I)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=22,7-23=-52,7-8=-37,9-16=-18 Horz:1-16=-5,1-17=-22,1-7=-8,7-8=-23,7-10=-17 Concentrated Loads(Ib) Vert:1=-82 25=-452(F)33=-452(F) Trapezoidal Loads(plf) Vert:1=-98-to-23=-52 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) IVeit:7-23=-62,7-8=-62,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 25=-444(F)33=-444(F) Trapezoidal Loads(plf) Vert:1=-108-to-23=-62 14) 1st Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-582 25=-222(F)33=-222(F) I Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 2nd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 19=-500 25=-222(F)33=-222(F) Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 i6)3rd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 21=-500 25=-222(F)33=-222(F) Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 4th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 22=-500 25=-222(F)33=-222(F) Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 28)5th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 24=-500 25=-222(F)33=-222(F) Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 '9)6th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 25=-222(F)26=500 33=-222(F) ITrapezoidal Loads(plf) Vert:1=-45-to-23=-22 rIIPUIS A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/0312015 BEFORE USE. g Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �/A� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 ' Job Truss Truss Type Qty Ply 21367-4S K5961875 67-4S A03-MS 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 16:22:21 2019 Page 5 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-Z6?ZAYDs39BK4oJaa_IsxOzfG IQmfN3iV?jOe3zS3dm 1[AD CASE(S) Standard 7th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 I Concentrated Loads(Ib) Vert:1=-82 25=-222(F)27=-500 33=-222(F) Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 31)8th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 I Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:7=-500 1=-82 25=-222(F)33=-222(F) Trapezoidal Loads(plf) Vert:1=45-to-23=-22 9th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 2=-500 25=-222(F)33=-222(F) Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 33) 10th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=18 Concentrated Loads(Ib) Vert:1=-82 3=-500 25=-222(F)33=-222(F) Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 114) 11th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 4=-500 25=-222(F)33=-222(F) I Trapezoidal Loads(plf) Vert:1=45-to-23=-22 12th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 IConcentrated Loads(Ib) Vert:5=-500 1=-82 25=-222(F)33=-222(F) Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 6) 13th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 6=-500 25=-222(F)33=-222(F) Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 14th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=82 25=-222(F)28=-500 33=-222(F) Trapezoidal Loads(plf) Vert:1=45-to-23=-22 38) 15th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) I Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 25=-222(F)29=-500 33=-222(F) Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 19) 16th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 25=-222(F)30=-500 33=-222(F) 110 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 17th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) IVert:7-23=22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 25=-222(F)31=-500 33=-222(F) •I'm . .. .-.- . 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. jut Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961875 367-4S A03-MS 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 16:22:21 2019 Page 6 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-Z6?ZAYD839BK4oJaa_IsxOzfG IQmfN3iV?jOe3zS3dm LOAD CASE(S) Standard Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 41) 18th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 I Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(lb) Vert:1=-82 25=-222(F)32=-500 33=-222(F) Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 19th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 25=-222(F)33=-222(F)34=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 43)20th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) I Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:10=-500 1=-82 25=-222(F)33=-222(F) Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 21st Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:16=-500 1=-82 25=-222(F)33=-222(F) 1 Trapezoidal Loads(plf) Vert:1=45-to-23=-22 22nd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 I Concentrated Loads(Ib) Vert:1=-82 15=-500 25=-222(F)33=-222(F) Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 i6)23rd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(lb) Vert:1=-82 14=-500 25=-222(F)33=-222(F) Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 24th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:13=-500 1=-82 25=-222(F)33=-222(F) Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 48)25th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) I Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 12=-500 25=-222(F)33=-222(F) Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 13)26th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 11=-500 25=-222(F)33=-222(F) I Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 27th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:10=-500 1=-82 25=-222(F)33=-222(F) Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 I1)28th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 ntinued on oaae 7 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type Qty Ply 21367-4S K5961875 I67-4S A03-MS 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 16:22:21 2019 Page 7 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-Z6?ZAYDa39BK4oJaa_Isx0zfG IQmfN3iV?j0e3zS3dm IDAD CASE(S) Standard Concentrated Loads(Ib) Vert:10=-500 1=-82 25=-222(F)33=-222(F) Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 111 I II I I I I I I I I 1 I I I 1 r.•111 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 said for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 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 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 21367-4S II 1(5961876 67-4S 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 16:22:16 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-C8Cg7g9jFdY2_1RcnQ9hEzGjWHh3_6wzMj?dzszS3dr 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 11. 4x6 = 0.25 12 8x12 = 1 1 5x6 = 4x6 = 3x4 U 4x6 = 3x6 = 3x4 = in 1 19 20 2 21 3 CZ 22 23 4 24 5 25 6 26 7 8 II .a a '7n 1 _ �� N 16 27 15 28 14 29 13 30 12 31 11 32 9 10 III3x6 II 5x8 = 3x6 = 5x8 M18SHS = 3x6 = 3x8 = 6x6 I 2-11-8I 7-11-8 1 12-11-8 17-11-8 l 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)-- [1:0-7-4,Edge],[5:0-3-0,0-3-0],[13:0-4-0,0-3-4],[18:0-3-0,0-1-0] 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 0.86 Vert(LL) -0.28 12-13 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.88 Vert(CT) -0.50 12-13 >667 240 M18SHS 220/195 DL 11.0 Rep Stress Incr NO WB 0.99 Horz(CT) 0.06 10 n/a n/a CLL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.26 12-13 >999 240 Weight:132 lb FT=20% DL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied or 2-10-13 oc purlins, 1-5:2x4 DF 2400E 2.0E except end verticals. OT CHORD 2x4 DF 2400E 2.0E BOT CHORD Rigid ceiling directly applied or 5-6-1 oc bracing. EBS 2x4 DF Stud/Std*Except* 17-18:2x6 DF 1800F 2.1E,7-10:2x4 DF No.1&Btr ITHERS 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) IORCES. (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 iiOT 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 IOTES- tai: PROF Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; -� L' ‘161611 6r 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 aGj ,GI GINE' �© exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate C� `T /�j' grip DOL=1.60 �•/ -1y ITCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 cc 89200P E f Provide adequate drainage to prevent water ponding. All plates are MT20 plates unless otherwise indicated. /00"• 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. L 441. *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members.0 OREG®�� 1jJ 0 Cr Refer to girder(s)for truss to truss connections. I- Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify { �' 7 424A capacity of bearing surface. ill Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except)jt=lb) R R`L'- 10=762,18=1013. 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 EXPIRES: 12-31-2019 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 alon9 bottom chord from 0-0-0 to 28-9-0 for 300.0 plf. Siea ap ':; ntinked on page memo 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 I4 f IPrk' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS4TP/1 Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type Qty Ply 21367-4S K5961876 1167-4S AO3A-D 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 16:22:16 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-C8Cg7g9jFdY2_1RcnQ9hEzGjWHh3_6wzMj?dzszS3dr 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 0-2-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. IAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:7-23=-72,7-8=-72,9-16=-18 Concentrated Loads(Ib) IIIVert:1=-82 Trapezoidal Loads(plf) Vert:1=-123-to-23=-72 I I I I t I I I I I I I I I. mil 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 MiTekBi connectors.This design is based only upon parameters shown,and is for an individual building component,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° Ilis always required for stability and to prevent collapse 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?P1I 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 0 Truss Truss Type Qty Ply 21367-4S K5961877 67-4S A04 MONO TRUSS 38 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 16:22:22 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-1 IZxOtEUgTJBiyum7hG5TE WkXiirOumrkfSxBWzS3dl 5-6-0 10-6-0 15-6-0 20-6-0 23-9-8 I 5-6-0 5-0-0 5-0-0 5-0-0 3-3-8 Scale=1:40.4 I 4x6 = 5x12 = 0.25 12 I 1 1 5x6 = 3x6 = 3x4 II 3x6 = 3x4 = 20 21 4 22 5 23 6 7 17 18 2 19 3 M. • .siiiiisiivfit•..Ni ii p. pr.... _ r ...„....p o N N III 14 24 13 25 12 26 11 27 10 28 9°1 3x8 = 5x8 = 3x4 = 3x4 = 8 3x6 I I 4x8 = 3-0-0 8-0-0 13-0-0 18-0-0I 23-9-8 3-0-0 5-0-0 5-0-0 5-0-0 5-9.8 ate 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) Vdefl Lid PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.96 Vert(LL) -0.14 11-12 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.98 Vert(CT) -0.31 11-12 >884 240 DL 11.0 Rep Stress Incr NO WB 0.71 Horz(CT) 0.03 9 n/a n/a CDL 9.0 LL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.10 11-12 >999 240 Weight:111 lb FT=20% LUMBER- BRACING- OP CHORD 2x4 DF No.1&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 OTHERS 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) 11 RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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 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 co *a � I Ng '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.0 $gQV P 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 V will fit between the bottom chord and any other members. Bearing at joint(s)16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. ispop - 4 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 at -y OREGONOa joint 16. 1— 4.. r �4'\b` A.This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all 4' (�( 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. 'Yd R 10, 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 Intinued on oaae 2 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not mit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Iis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/1 Quality Criteria,DSB-89 and 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 21367-4S K5961877 67-4S A04 MONO TRUSS 38 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 5 Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 16:22:22 2019 Page 2 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-1 IZxOtEUgTJBiyum7hG5TEWkXiirOumrkfSxBWzS3dl IAD 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(lb) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-123-to-21=-72 I 1 I I K 'y I I I I 111 I I I ! ) 1111111 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. s Design valid for use only with MiTek®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 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,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 21367-4S K5961878 67-4S A04-MS 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 16:22:23 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-VV7KbDF6bmR2K6TyhOnKOR3?r68o714?zJCVjyzS3dk 5-6-0 10-6-0 15-6-0 20-6-0 23-9-8 5-6-0 5-0-0 5-0-0 5-0-0 3-3-8 Scale=1:40.4 I8x12 = 0.25 12 1 7456 = 4x12 = 3x4 H I 17 18 3x8 = 2 19 3x4 = 3 20 21 2223 5 24 6 7 , ,c MI III= a saiN ,'", il 111 1 mall111111 I. 1.1.. bAll mm l■ Y „ Y Y 14 25 13 26 12 27 11 28 2910 30 9° 4x6 = 7x6 = 3x4 = 4x6 = 8 I 3x8 I I4x6 = I 3-0-0 l 8-0-0 13-0-0 18-0-0 _ I 23-9-8 3-0-0 5-0-0 5-0-0 5-0-0 5-9-8 ate Offsets(X,V)-- [1:0-7-4,0-4-0],[1:0-1-12,0-0-0],[4:0-3-0,0-4-8],[12:0-3-0,0-4-8] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP f 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 ADL 11.0 Rep Stress lncr NO WB 0.90 Horz(CT) 0.03 9 n/a n/a LL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.10 11 >999 240 Weight:144 lb FT=20% DL 9.0 LUMBER- BRACING- OP CHORD 2x6 DF 1800F 2.1Eto TOP CHORD Structural wood sheathing directly applied or 4-6-6 oc purlins, T CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 15-16:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr REACTIONS. (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. P CHORD 14-16=-57/534,1-16=-1578/331,1-2=-1844/373,2-3=-4243/803,3-4=-5013/938, 4-5=-4096/753,6-9=-513/53 T CHORD 12-13=695/3451,11-12=935/4874,10-11=-939/4979,9-10=-485/2570 O 0 WEBS 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 110TES- 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 grip DOL=1.60 ti LQ PR QF TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 ��(,L` {6'6' , Provide adequate drainage to prevent water ponding. C ��G N f© 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7,7\,-, 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 n '� will fit between the bottom chord and any other members. 7�/f OB C" Bearing at joint(s)16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify iJ capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. 'r { IProvide mechanical connection(by others)of truss to bearing plate capable of withstanding 342 lb uplift at joint 9 and 325 lb uplift at joint 16. OREGON 414 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. panelpoints alongthe TopChord and Bottom Chord,nonconcurrent with anyother live loads. / '1}' 4 � 't 4, `2 �� 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. p Rj 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 �I t {t '- 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 design/selection of such connection devices)is the responsibility of others. EXPIRES: -31-`{ 19 In the LOAD CASES)section,loads applied to the face of the truss are noted as front(F)or back(B). April 11,2019 AD CASE(S) Standard !lt ntjrWARNINaGg-e.2 MINNerity 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/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 I Truss Truss Type Qty Ply 21367-4S K5961878 67-4S A04-MS 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 16:22:23 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-VV7KbDF6bmR2K6TyhOnKOR3?r68o714?zJCVjyzS3dk /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 22=-500(F)29=-500(F) Trapezoidal Loads(plf) Vert:1=-123-to-21=-72 I I I I I I I 1 I I I I I I __ r 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 MIT@* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/1 Quality Criteria,DSB-89 and BCE!Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type Qty Ply 21367-4S K5961879 67-4S 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 16:22:24 2019 Page 1 I D:BRY3ax W kgv6k2 RkzwEh B9dzj VxF-zh hipZG kM4ZvxG29 F61ZZfb40 W OJsoG 8 Bzx2FOzS3dj 5-6-0 10-6-0 15-6-0 20-6-0 23-9-8 5-6-0 5-0-0 5-0-0 5-0-0 3-3-8 Scale=1:40.4 I 4x6 = 5x12 = 0.25 12 Il 5x6 = 3x4 II 3x4 = 3x6 = 3x6 = 22 5 23 6 7 1 17 18 2 19 3 20 21 4 = , n oI I :: '1 o „goorirNph....40•••• MO oI MN N u v 14 24 13 25 12 26 11 27 10 28 9 3x8 = 5x8 = 3x4 = 3x4 = 8 3x6 4x8 = I 3-0-0 8-0-0 13-0-0i 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] ] 3 ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.96 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 ICcDL 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% DL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&BtrII 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 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 THERS 2x4 DF No.1&Btr EACTIONS. (lb/size) 9=1123/Mechanical,16=1390/0-5-8 Max Horz 16=155(LC 9) Max Uplift 9=-205(LC 12),16=-278(LC 8) tRCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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 '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)0-7-4 to 3-7-4,Interior(1)3-7-4 to 23-9-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate PR QF 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 �Cj1JG 1 N� /� 3)Provide adequate drainage to prevent water ponding. C;J This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.0 -7 *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 9200P', Ct. will fit between the bottom chord and any other members. / Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 205 lb uplift at joint 9 and 278 lb uplift atit OREGON <L/� joint 16. A.This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all /Q 4)" 14, 24 4 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ' 'Ce).‘"' )Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. C R JR 4 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 ptinued on oaae 2 R A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.10/03/2015 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 properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking 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 ANSUTPIf 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 A05 Truss Type MONO TRUSS Qty 1 Ply 1 21367-4S Job Reference(optional) K5961879 t 67-4S Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 16:22:25 2019 Page 2 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-RtE40vGM7OhmZQdLpppo5s8FmwjYbFVlQdhcogzS3di 10 AD 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 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 I 1 o A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERENCE PAGE Mt1-7473 rev.10/03/2015 BEFORE USE. MITiPr 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'always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/f Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss A06 Truss Type MONO TRUSS Qty Ply 21367-4S K5961880 367-4S 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 16:22:26 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-v4oSDFH_uhpdBaCXMXK1e4hQ5J4RKiGRfHQ9KHzS3dh 5-2-4 10-5-8 15-5-8 20-5-8 25-5-8i 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 5x6 = 3x6 = 3x4 II 8 4x12 = 3x6 = 3x4 = 26 7 8 1 19 20 2 21 3 22 23 4 24 5 25 6 NW. ` �� Y c>01 N hes 0 17 27 16 28 ►=� 29 14 30 13 31 12 32 11 33 09 15 10 3x6 3x4 = 3x4 I 3x8 = 5x6 = 3x4 = 3x4 = 4x8 = I 2-11-8 4-11-8 5- 114 7-11-8 12-11-8 17-11-8 22-11-8 28-9-0 i 2-11-8 2-0-0 0-3-12 2-9-4 5-0-0 5-0-0 5-0-0 5-9-8 10 late Offsets(X,V)-- [5:0-3-0,0-3-0],[13:0-3-0,0-3-4] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.92 Vert(LL) -0.11 12-13 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.94 Vert(CT) -0.30 12-13 >945 240 DL 11.0 Rep Stress Incr NO WB 0.75 Horz(CT) 0.04 10 n/a n/a LL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.08 12 >999 240 Weight:135 lb FT=20% DL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-4-13 oc purlins, IOT CHORD 2x4 DF No.1&Btr*Except* except end verticals. 9-13:2x4 DF 2400E 2.0E BOT CHORD Rigid ceiling directly applied or 4-11-14 oc bracing. EBS 2x4 DF Stud/Std'Except' 17-18:2x6 DF 1800F 2.1E,7-10:2x4 DF No.1&Btr IEACTIONS. (lb/size) 10=1002/0-2-8,15=2016/0-5-8 Max Horz 15=160(LC 9) Max Uplift 10=-i84(LC 12),15=-475(LC 8) tORCES. (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 T 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 11/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- 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 } PR Qp� exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate s` grip DOL=1.60 �Gj !.yGtNE., /0 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 C_} '7 1„ Provide adequate drainage to prevent water ponding. j7ct" f This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. $�22QOPE. '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. �r 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 184 lb uplift at joint 10 and 475 lb uplift at joint 15. -y A_OREGON 4i 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 l� -.74 ONS` .,, panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. '2 '\" 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at `Y!r 7 -r • JIC0-2-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. Rt 1 , AD CASE(S) Standard EXPIRES: 12-31-2019 April 11,2019 ntinued nn nane 2 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 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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 iTek' mit 250 Klug Circleis always required for stability and to prevent collapse 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/7 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 21367-4S K5961880 367-4S A06 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 16:22:26 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-v4oSDFH_uhpdBaCXMXK1 e4hQ5J4RKiGRfHQ9KHzS3dh 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 i A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IY1 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/TPI7 Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-4S K5961881 1367-4S A06-G MONO TRUSS 1 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 16:22:27 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-OGMgRbldf?xUpjnkwEsGAHDg5jX039YauxAisjzS3dg 5-2-4 10-5-8 l 15-5-8 19-0-4 120-5-8 25-5-8 28-9-0 5-2-4 5-3-4 5-0-0 3-6-12 1-5-4 5-0-0 3-3-8 Scale:1/4"=1 I3x8 = 0.25 12 g 5x6 = 3x8 —! I 3x8 = 1.5x4 II 4x12 = 3x6 = 19 2 20 3 21 22 23 24 6 25 7 8 .-"''41411111111lIllIll1*—A110/F"INIIIIIIIIta. M N Ill 17 26 16 27 Eel 28 14 29 13 30 31 11 32 ..... 9 = _ i 3x4 II 3x4 II 6x6 =15 12 10 3x43x8 = 7x6 = 3x8 4x6 = I 1 2-11-8 1 4-11-8 5- 114 7-11-8 I 12-11-8 19-0-4 22-11-8 1 28-9-0 2-11-8 2-0-0 0-2-12 2-9-4 5-0-0 6-0-12 3-11-4 5-9-8 late Offsets(X,Y)-- [4:0-3-0,0-3-0],[5:0-3-8,0-1-8],[12:0-3-0,0-4-0],[13:0-3-0,0-4-8] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.15 12-13 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.51 Vert(CT) -0.27 12-13 >999 240 CDL 11.0 Rep Stress Incr NO WB 0.68 Horz(CT) 0.04 10 n/a n/a CLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.12 12-13 >999 240 Weight:311 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 4-8-9 oc purlins, IOT 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. 17-18:2x6 DF 1800E 2.1E EACTIONS. (lb/size) 10=2326/0-2-8,15=2921/0-5-8 Max Horz 15=157(LC 5) Max Uplift 10=-453(LC 5),15=-641(LC 4) Max Gray 10=2328(LC 15),15=2921(LC 1) 4 ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 1-17=-6/506,1-2=-279/1028,2-3=-1944/430,3-4=-6126/1223,4-5=-9315/1998, 5-6=-5568/1121,7-10=-522/98 OT CHORD 15-16=-1741/274,14-15=-1741/401,13-14 -933/4287,12-13=-1629/7625, 11-12=-2034/9321,10-11=-671/3147 tEBS 6-10=-3814/801,6-11=-639/3207,5-11=-4210/988,4-12=-461/1933,4-13=-1896/466, 3-13=-408/2289,3-14=-2997/645,2-15=-2491/572,2-14=-564/3079,1-16=-1191/184, 2-16=-126/990,5-12=-414/1820 NOTES- 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-7-0 oc. :< � (� Bottom chords connected as follows:2x6-2 rows staggered at 0-4-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. -CO4. G`N E /5' /® 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 ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 4.C. b•-___ 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��}� f MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 Aller— 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. It This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7OREGON ti Ct" This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide L �j ' .Z will fit between the bottom chord and any other members. /' 4 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. 7 4 r 2-° X iR) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 453 lb uplift at joint 10 and 641 lb uplift t L at joint 15. 0)This truss has been designed for a moving concentrated load of 250.01b live and 250.0Ib dead located at all mid panels and at all EXPIRES: 12-31-2019 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. April 11,2019 I ntintuRd on nano 2 mus tt.ai A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. __ Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not mit, a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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,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 21367-4S K5961881 67-4S A06-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 16:22:27 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-OGMgRbldf?xUpjnkwEsGAH Dg5jXO39YauxAisjzS3dg TES- ) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 0-2-12 on top chord,and 2822 lb down and 728 lb up at 19-0-4 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:7-22=-72,7-8=-72,9-17=-18 Concentrated Loads(Ib) Vert:12=-2229(F)1=-82 ITrapezoidal Loads(plf) Vert:1=-126-to-22=-72 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. bm4 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall `� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iw Frei(' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS!/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. nem Corona,CA 92880 b Truss Truss Type Qty Ply 21367-4S K5961882 367-4S A06-MS 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 16:22:28 2019 Page 1 I D:B RY3axW kgv6k2 RkzwEh B9dzj VxF-sSwDexJ FQJ3 LQtLwUyN Vj Vmsg7rFoZQk6bvG 09zS3df 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' 4x8 = 0.25 12 g 7x6 = 26 4x8 = 3x4 II 4x12 = 3x8 = 3x4 = EI tug 1 19 20 2 21 3 22 23 4 24 5 25 6 27 7 8 r N C -. 17 28 16 29 PM 30 14 31 13, 32 12 33 11 34 35 K9 15 10 3x8 3x4 = 3x4 4x8 = 7x6 = 3x4 = 4x6 = 4x6 — I 2-11-81 4-11-8 5-214 7-11-8 i 12-11-8 i 17-11-8 22-11-8 28-9-0 2-11-8 2-0-0 0-2-12 2 2-9-4 5-0-0 5-0-0 5-0-0 5-9-8 late Offsets(X,Y)-- [5:0-3-0,0-4-8],[13:0-3-0,0-4-8] OADING (psf2)5 0 SPACING- 2-0-0 CSI. DEFL. in (Ioc) Vdefl L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.53 Vert(LL) -0.13 12 >999 360 MT20 220/195 IIICDL 11.0 Lumber DOL 1.15 BC 0.60 Vert(CT) -0.24 12 >999 240 CLL 0.0 Rep Stress Incr NO WB 0.90 Horz(CT) 0.05 10 n/a n/a CDL 9.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.09 12 >999 240 Weight:175 lb FT=20% LUMBER- BRACING- OP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc purlins, OT CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DFStud/Std*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 17-18:2x6 DF 1800F 2.1E EACTIONS. (lb/size) 10=1750/0-2-8,15=2268/0-5-8 ilMax Horz 15=158(LC 11) Max Uplift 10=-322(LC 12),15=-521(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17=-39/507,1-2=-366/1069,2-3=-1142/850,3-4=-3355/647,4-5=-4384/828, 5-6=-3783/697,7-10=-512/54 OT CHORD 15-16=-1797/446,14-15=-1797/621,13-14=-515/2434,12-13=-796/4083, 11-12=-856/4510,10-11=-456/2404 WEBS 6-10=-2873/572,6-11=-269/1778,5-11—938/246,5-12=-306/441,4-12=-191/538, ' 114-13=-915/270,3-13=-186/1120,3-14=-1911/452,2-15=-1957/497,2-14=-364/2028, 1-16=1183/231,2-16=-261/1013 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; IIMWFRS(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 exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate} R( � � grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 ��c0 �G I NE4� �/ ' 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. -yam *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 111) will fit between the bottom chord and any other members. / P Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. , i+! 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 322 lb uplift at joint 10 and 521 lb uplift r at joint 15. Q �" 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 allOREG panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. A.�j ON,`O Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)633 lb down and 163 lb up at 112;,/d �} 14 2d A– 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 ..'1}' c "' 00 design/selection of such connection device(s)is the responsibility of others. fii "1111`� u In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). OAD CASE(S) Standard EXPIRES: 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 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 �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" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the r� fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?PII Ouallty Criteria,OSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961882 367-4S A06-MS MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 8 Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 16:22:28 2019 Page 2 I D:B RY3axW kgv6k2RkzwEh B9dzj VxF-sSwDexJ FQJ 3LQtLwUyN VjV msg7rFoZQk6bvG09zS3df 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 25=-500(F)34=-500(F) Trapezoidal Loads(plf) Vert:1=-126-to-23=-72 I I I I I I 1 I I I I I I IAWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED fiRfTEK REFERENCE PAGE MII-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly 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 22314a.lity Criteria,DSB-B9 and BCS/Building Component t i Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961883 367-4S B01 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 16:22:30 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-or2z3dKVywJ3gBVIbNPzowr5XxTdGSa1 avOMT2zS3dd 3-6-8 I 8-6-8 I 13-6-8 18-6-8 23-6-8 29-0-0 3-6-8 5-0-0 5-0-0 5-0-0 5-0-0 5-5-8 Scale=1:51.0 I 4x6 = 0.2512 4x6 = 5x8 = 5x8 = 8x12 = 5x8 = 3x4 = 3x4 = 4x6 = 1 I 19 2 20 3 21 4 22 23 24 5 25 6 26 T i. 16 csi N c El S O 1 1 �-. E‘ipp000/p ppr \lily -/I\ _. 18 I4O 74 27 13 28 12 29 11 30 10 31 9 32 8x8 = 4x6 = 3x4 = 5x8 M18SHS = 3x6 = 5x6 = 3x6 II 6-0-8 11-0-8 16-0-8 21-0-8 26-0-8 29-0-0 I 6-0-8 5-0-0 5-0-0 5-0-0 5-0-0 2-11-8 late Offsets(X,Y)-- [1:0-4-0,0-3-0],[3:0-4-0,0-3-0],[7:0-3-12,Edge],[11:0-3-12,0-3-4],[14:Edge,0-3-8] 11/CLL 2 ADING (psf)5 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 0.96 Vert(LL) -0.23 11-12 >999 360 MT20 220/195 DL 11.0 Lumber DOL 1.15 BC 0.86 Vert(CT) -0.43 11-12 >782 240 M18SHS 220/195 LL 0.0 Rep Stress Incr NO WB 0.92 Horz(CT) 0.04 18 n/a n/a CDL 9.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.17 11-12 >999 240 Weight:147 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied or 2-1-0 oc purlins, 3-7:2x4 DF 2400F 2.0E except end verticals. OT CHORD 2x4 DF 2400E 2.0E BOT CHORD Rigid ceiling directly applied or 8-6-6 oc bracing. EBS 2x4 DF Stud/Std`Except* 15-17,16-18:2x6 DF 1800F 2.1E,7-9:2x4 DF No.1&Btr 111 THERS 2x4 DF No.1&Btr EACTIONS. (lb/size) 17=2232/0-5-8,18=2068/0-5-8 Max Horz 17=161(LC 9) Max Uplift 17=-433(LC 8),18=-467(LC 12) ItRCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 14-17=-352/1964,1-17=-609/91,2-3=-3503/665,3-4=-4957/939,4-5=-5000/946, 5-6=-3855/737,6-7=-1480/303,8-18=-109/516,7-18=-2040/470 BOT CHORD 13-14=-432/2288,12-13=-845/4569,11-12=-964/5233,10-11=-858/4683,9-10=-541/2963 gEBS 7-9=-393/2282,6-9=-2292/471,6-10=-202/1359,5-10=-1258/280,5-11=-41/648, 4-11=-470/154,4-12=-495/137,3-12=-62/680,3-13=-1549/348,2-13=-268/1707, 2-14=-2948/584 NOTES- IWind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; h MWFRS(envelope)gable end zone and C-C Exterior(2)0-7-4 to 3-6-8,Interior(1)3-6-8 to 28-4-12 zone;cantilever left and right �� P R v fi exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate , �st� grip DOL=1.60 1. 2)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 �°� ���t�� *T f0 Provide adequate drainage to prevent water ponding.0 -7All plates are MT20 plates unless otherwise indicated. ct 89200P 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide `„w...= 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 capacity of bearing surface. 7OREGO �, Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 433 lb uplift at joint 17 and 467 lb uplift Otx - at joint 18. / -.1), 2-°\ :4‘:*'.9)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32,33,34, J' 7 ' ' II35,36,37,38,39,40,41,42,43,44,45,46,47,48,49,50,51 has/have been modified.Building designer must review loads to j1R I O- verify that they are correct for the intended use of this truss. This truss has been designed for a moving concentrated load of 250.OIb live and 250.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. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 1 1,2019 ..., -. .. .-. -.... 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 Nut a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961883 367-4S B01 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 16:22:30 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-or2z3dKVywJ3gBVIbNPzowrsXxTdGSa1 avOMT2zS3dd OTES- Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 0-2-12,and 82 lb up at 28-9-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 13) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). IAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:22-23=-112(F=40),8-14=-18 Concentrated Loads(Ib) Vert:1=-82 7=82 Trapezoidal Loads(plf) Vert:1=-163(F=-40)-to-22=-112(F=-40),23-112(F=-40)-to-7=-163(F=40) 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:22-23=-94(F=-34),8-14=-18 Concentrated Loads(Ib) Vert:1=-71 7=82 Trapezoidal Loads(plf) Vert:1=-138(F=-34)-to-22=-94(F=-34),23=-94(F-34)-to-7=-138(F=-34) IDead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49(F=-27),8-14=-38 Concentrated Loads(Ib) Vert:1=-55 7=82 ITrapezoidal Loads(plf) Vert:1=-83(F=-27)-to-22=-49(F=-27),23=-49(F=-27)-to-7=-83(F=-27) Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-53,22-23=30(F=8),7-16=-46,8-14=-11 Horz:1-14=16,1-15=53,1-2=-37,2-7=-31,7-8=29,7-16=46 III Concentrated Loads(Ib) Vert:1=16 7=82 Trapezoidal Loads(plf) Vert:1=46(F=8)-to-2=44(F=8),2=38(F=8)-to-22=30(F=8),23=30(F=8)-to-7=40(F=8) Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=46,22-23=28(F=5),7-16=48,8-14.11 Horz:1-14=-29,1-15=46,1-7=-31,7-8=-16,7-16=-48 Concentrated Loads(Ib) IVert:1=11 7=82 Trapezoidal Loads(plf) Vert:1=35(F=5)-to-22=28(F=5),23=28(F=5)-to-7=35(F=5) 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-30,22-23=-64(F=-31),7-16=-46,8-14=-18 111 Horz:1-14=-19,1-15=30,1-7=11,7-8=-26,7-16=46 Concentrated Loads(Ib) Vert:1=-63 7=82 Trapezoidal Loads(plf) Vert:1=103(F=-31)-to-22=-64(F=-31),23=-64(F=-31)-to-7=103(F=-31) I Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=46,22-23=-64(F=-31),7-16=30,8-14=-18 IIIHorz:1-14=26,1-15=-46,1-7=11,7-8=19,7-16=-30 Concentrated Loads(lb) Vert:1=-63 7=82 Trapezoidal Loads(plf) Vert:1=-103(F=-31)-to-22=-64(F=-31),23=-64(F=31)-to-7=-103(F=-31) IDead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=43,22-23=35(F=7),7-16=-29,8-14=-11 Horz:1-14=15,1-15=43,1-7=-36,7-8=19,7-16=29 Concentrated Loads(Ib) Vert:1=15 7=82 Trapezoidal Loads(plf) Vert:1=44(F=7)-to-22=35(F=7),23=35(F=7)-to-7=44(F=7) Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) 111 Vert:1-15=29,22-23=25(F=13),7-16=43,8-14=-11 Horz:1-14=-19,1-15=-29,1-7=-20,7-8=-15,7-16=-43 Concentrated Loads(Ib) Vert:1=27 7=82 Trapezoidal Loads(plf) Vert:1=42(F=13)-to-22=25(F=13),23=25(F=13)-to-7=42(F=13) Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 10 ntirnted on oar*3 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall A man building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IY,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/1 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 Job Truss Truss Type Qty Ply 21367-4S K5961883 367-4S B01 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 16:22:30 2019 Page 3 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-or2z3dKVywJ3gBVIbNPzowrsXxTdGSa1 avOMT2zS3dd IAD CASE(S) Standard Uniform Loads(plf) Vert:1-15=-43,22-23=-36(F=-39),7-16=-29,8-14=-18 Horz:1-14=25,1-15=43,1-7=-25,7-8=9,7-16=29 IConcentrated Loads(Ib) Vert:1=-81 7=82 Trapezoidal Loads(plf) Vert:1=-86(F=-39)-to-22=-36(F=-39),23=-36(F=39)-to-7=86(F=-39) 11) Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 IUniform Loads(plf) Vert:1-15=29,22-23=-32(F=-20),7-16=43,8-14=-18 Horz:1-14=-9,1-15=-29,1-7=-10,7-8=-25,7-16=43 Concentrated Loads(Ib) Vert:1=-41 7=82 I Trapezoidal Loads(plf) Vert:1=-58(F=-20)-to-22=-32(F=-20),23=-32(F=-20)-to-7=-58(F=20) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,22-23=35(F=7),7-16=-29,8-14=-11 Horz:1-14=12,1-15=-29,1-7=-36,7-8=17,7-16=29 Concentrated Loads(Ib) Vert:1=15 7=82 Trapezoidal Loads(plf) Vert:1=44(F=7)-to-22=35(F=7),23=35(F=7)-to-7=44(F=7) 13) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,22-23=19(F=7),7-16=-29,8-14=-11 Horz:1-14=-17,1-15=-29,1-7=-20,7-8=-12,7-16=29 Concentrated Loads(Ib) Vert:1=14 7=82 Trapezoidal Loads(plf) Vert:1=27(F=7)-to-22=19(F=7),23=19(F=7)-to-7=27(F=7) 14) Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,22-23=35(F=7),7-16=-29,8-14=11 Horz:1-14=12,1-15=-29,1-7=-36,7-8=17,7-16=29 Concentrated Loads(Ib) Vert:1=15 7=82 Trapezoidal Loads(plf) Vert:1=44(F=7)-to-22=35(F=7),23=35(F=7)-to-7=44(F=7) Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,22-23=19(F=7),7-16=-29,8-14=-11 Horz:1-14=-17,1-15=-29,1-7.20,7-8=-12,7-16=29 Concentrated Loads(Ib) Vert:1=14 7=82 Trapezoidal Loads(plf) Vert:1=27(F=7)-to-22=19(F=7),23=19(F=7)-to-7=27(F=7) 6) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,22-23=-29(F=-33),7-16=-29,8-14=-18 Horz:1-14=23,1-15=-29,1-7=-25,7-8=7,7-16=29 Concentrated Loads(lb) Vert:1=-68 7=82 Trapezoidal Loads(plf) Vert:1=-72(F=-33)-to-22=-29(F=-33),23=29(F=-33)-to-7=-72(F=-33) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,22-23=-45(F=-33),7-16=-29,8-14=-18 Horz:1-14=-7,1-15=-29,1-7=-10,7-8=-23,7-16=29 Concentrated Loads(Ib) Vert:1=-68 7=82 Trapezoidal Loads(plf) 13 Vert:1=-87(F=-33)-to-22=-45(F=-33),23=-45(F=-33)-to-7=-87(F=-33) Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 09 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=40(F=-18)-to-7=-63(F-18) 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=-33,22-23=-91(F=-51),7-16=-22,8-14=-18 Horz:1-14=19,1-15=33,1-7=-19,7-8=6,7-16=22 Concentrated Loads(Ib) Vert:1=-104 7=82 Aimr. WARNING-Verily design parameters and READ NOTES ON TNIS 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 In a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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 ,r, fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961883 367-4S B01 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 16:22:30 2019 Page 4 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-or2z3dKVywJ3gBVIbNPzowrSXxTdGSa1 avOMT2zS3dd TOAD CASE(S) Standard Trapezoidal Loads(plf) Vert 1=-156(F=-51)-to-22=-91(F-51),23=91(F-51)-to-7.156(F=-51) 20) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=22,22-23=-88(F=-36),7-16=33,8-14=-18 Horz:1-14=-6,1-15=-22,1-7=-8,7-8=-19,7-16=-33 Concentrated Loads(Ib) Vert:1=-74 7=82 Trapezoidal Loads(plf) Vert:1=-135(F=-36)-to-22=-88(F=-36),23=-88(F=-36)-to-7=-135(F=36) 1) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=22,22-23=-86(F=-46),7-16=-22,8-14=-18 111 Horz:1-14=17,1-15=-22,1-7=-19,7-8=5,7-16=22 Concentrated Loads(Ib) Vert:1=-94 7=82 Trapezoidal Loads(plf) Vert:1=-145(F=46)-to-22=-86(F=46),23=-86(F=-46)-to-7=-145(F=-46) I2)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=22,22-23=-98(F=-46),7-16=-22,8-14=-18 Horz:1-14=-5,1-15=-22,1-7=-8,7-8=-17,7-16=22 Concentrated Loads V Vert:1==94 7==88 2 Trapezoidal Loads(plf) Vert:1=-157(F=-46)-to-22=-98(F=-46),23=98(F=46)to 7=-157(F=-46) 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads( ) Vert:22-23=-98(F=-36),8-14=-18 Concentrated Loads(Ib) Vert:1=-73 7=82 Trapezoidal Loads(plf) Vert:1=-143(F=-36)-to-22=-98(F=36),23=-98(F=-36)-to-7=-143(F36) i4) 1st Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(Ib) Vert:1=-536 7=82 111 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F=18)-to-7=-63(F=-18) 5)2nd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) 111 Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 19=-500 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F=-18)-to-7=-63(F-18) 6)3rd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(lb) Vert:1=-36 7=82 20=-500 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F-18)-to-7=-63(F=-18) 7)4th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(Ib) IVert:1=-36 7=82 21=-500 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F=-18)-to-7=-63(F=18) 28)5th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F-18),8-14=18 Concentrated Loads(Ib) Vert:1=-36 7=82 24=-500 Trapezoidal Loads(plf) 19 Vert:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F=-18)-to-7=-63(F=18) 6th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 25=-500 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=40(F=-18)-to-7=-63(F-18) ntim«'d on vane 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 MiTele connectors.This design is based only upon parameters shown,and is for an individual building component,not ll a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mil** 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 SCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961883 367-4S B01 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 16:22:30 2019 Page 5 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-or2z3dKVywJ3gBVIbNPzowrSXxTdGSa1 avOMT2zS3dd 10 OAD CASE(S) Standard 7th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 IConcentrated Loads(Ib) Vert:1=-36 7=82 26=-500 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F=-18)-to-7=-63(F=-18) 31)8th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(lb) Vert:1=-36 7=-418 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F—18)-to-7=-63(F_18) 9th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(lb) Vert:1=-36 7=-418 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F—18)-to-7=-63(F—18) 33) 10th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 2=-500 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23—40(F=-18)-to-7=-63(F—18) ) 11th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 1114 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 3=-500 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=40(F=-18)-to-7=-63(F=18) 5) 12th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 4=-500 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=40(F=-18),23=-40(F—18)-to-7=63(F=-18) 36) 13th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 5=-500 Trapezoidal Loads(plf) IVert:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F=-18)-to-7=63(F=-18) 14th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 6=-500 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=40(F=18)-to-7=63(F—18) 38) 15th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(Ib) Vert:1=-36 7=-418 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F=-18)-to-7=-63(F=18) 19 16th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 27=-500 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=40(F=-18)-to-7=-63(F=18) 0) 17th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 28=-500 ntinued on oaae 6 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 INF a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component �� 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961883 3674S B01 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 16:22:30 2019 Page 6 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-or2z3dKVywJ3gBVIbNPzowrSXxTdGSa1 avOMT2zS3dd TOAD CASE(S) Standard Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F—18)-to-7=-63(F=-18) 41) 18th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 IUniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 29=-500 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F=-18)-to-7—63(F=-18) 12) 19th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 30=-500 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F=-18)-to-7=-63(F=-18) 43)20th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 31=-500 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=40(F=-18)-to-7=-63(F=-18) I)21st Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=40(F=-18),8-14=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 32=-500 15 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=40(F=-18)-to-7=-63(F=18) 22nd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 111 Concentrated Loads(Ib) Vert:1=-36 14=-500 7=82 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F=-18)-to-7=63(F=-18) 46)23rd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 13=-500 Trapezoidal Loads(plf) 17 Vert:1=-63(F=-18)-to-22=-40(F=-18),23=40(F=-18)-to-7=-63(F=18) 24th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(Ib) I Vert:1=-36 7=82 12=-500 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F=18)-to-7=-63(F=-18) 48)25th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) IVert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(lb) Vert:1=-36 11=-500 7=82 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=40(F=-18)-to-7=-63(F=18) 26th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 10=-500 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F=-18)-to-7=63(F=-18) 27th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 9=-500 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F=-18)-to-7=63(F=-18) )28th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 1 5 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 ntinued on Daae 7 mr.iiimi A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MtTEK 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 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/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 Job Truss Truss Type Qty Ply 21367-4S K5961883 367-4S B01 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 16:22:30 2019 Page 7 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-or2z3dKVywJ3gBVIbNPzowr5XxTdGSa1 avOMT2zS3dd 1OAD CASE(S) Standard Concentrated Loads(Ib) Vert:1=-36 8=-500 7=82 Trapezoidal Loads(plf) iVert:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F=-18)-to-7—63(F=-18) I I 1 I I I I I I I I I I -- AWARNING-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 IViaTek° is always required for stability and to prevent collapse 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 Job Truss Truss Type Qty Ply 21367-4S K5961884 367-4S 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 16:22:31 2019 Page 1 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-G 1 cLHyL7jERvHL4V94wCL7ONGKrd?zDAoY8w?UzS3dc 3-6-8 8-6-8 13-6-8 18-6-8 23-6-8 29-0-0 3-6-8 5-0-0 5-0-0 5-0-0 5-0-0 5-5-8 Scale=1:51.1 1 4x6 = 0.25 12 4x6 = 4x8 = 5x6 = 5x12 = 4x6 = 3x4 = 3x4 = 3x6 = 1 I 19 2 20 3 21 4 22 23 24 5 25 6 26 T ,x/A It 16 a M O.: MEI,\ N Ch 05 O I14 27 13 28 12 29 11 30 10 31 9 32 8 33 4x8 = 3x6 = 3x4 = 5x6 = 3x4 = 4x6 = 1.5x4 III 6-0-8 11-0-8 16-0-8 21-0-8 26-0-8 29-0-0 6-0-8 5-0-0 5-0-0 5-0-0 5-0-0 2-11-8 late Offsets(X,Y)-- [3:0-3-0,0-3-0],[7:04-0,0-3-0],[11:0-2-12,0-3-0] la2 CLL 25.0 (psf)5 0 SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.18 11-12 >999 360 MT20 220/195 CDL 11.0 Lumber DOL 1.15 BC 0.68 Vert(CT) -0.32 11-12 >999 240 CLL 0.0 Rep Stress Incr NO WB 0.70 Horz(CT) 0.03 18 n/a n/a CDL 9,0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.14 11-12 >999 240 Weight:293 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 5-2-13 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 15-17,16-18:2x6 DF 1800E 2.1 E OTHERS 2x4 DF No.1&Btr EACTIONS. (lb/size) 17=2992/0-5-8,18=2817/0-5-8 Max Horz 17=161(LC 11) Max Uplift 17—616(LC 8),18=-647(LC 12) ! ! Max Gray 17=2994(LC 22),18=2817(LC 1) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 14-17=-529/2695,1-17=-623/97,2-3=-4825/985,3-4=-6832/1391,4-5=-6900/1405, 5-6=-5304/1087,6-7=-2038/438,8-18=-101/524,7-18=-2772/646 BOT CHORD 13-14=-654/3070,12-13=-1242/6222,11-12=-1428/7166,10-11=-1269/6397, 9-10=-789/4001 I 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 TOTES- p R 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: � �to f R ope Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-7-0 oc. �,� ,9t NF�h �� Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. 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 4J �'f7 ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 89200PE :-- , ' Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-7-4 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 '„:.;,...---c._....... grip DOL=1.60 ti TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 OREGON (4� Provide adequate drainage to prevent water ponding. y �� 4,`Or ,` ✓® )This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. S'' 14� 2- �`�- 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. 111 RI Bearing at joint(s)17,18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. EXPIRES: 12-31-2019 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 616 lb uplift at joint 17 and 647 lb uplift at joint 18. April 11,2019 ntinupd an nave 2 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mff-7473 rev.70/0312015 BEFORE USE. Design valid for use only with MiTek9 connectors.This design is based only upon parameters shown,and is for an individual building component,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 u 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 2231Q4ality Criteria,OSB-89 and BCS/Building Component 11111111011. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961884 367-4S 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 16:22:31 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-G1 cLHyL7jERvHL4V94wCL7ONGKrd?zDAoY8w?UzS3dc 1100TES- ) 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. ii)Girder carries tie-in span(s):4-0-0 from 0-0-0 to 28-1-0 Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 0-2-12,and 82 lb up at 28-9-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. IOAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:22-23-132(F=-60),14-33=-53(F=-35),8-33=-18 Concentrated Loads(Ib) Vert:1=-82 7=82 Trapezoidal Loads(plf) Vert:1=-183(F=-60)-to-22=-132(F=-60),23=-i32(F=-60)-to-7=-183(F=60) 2)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(Ib) Vert:1=-71 7=82 Trapezoidal Loads(plf) Vert:1=-155(F=-52)-to-22=-111(F=-52),23=-111(F=52)-to-7=-155(F=-52) IDead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-62(F=-40),14-33=-53(F=-15),8-33=-38 Concentrated Loads(lb) Vert:1=-55 7=82 ITrapezoidal 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 IlHorz:1-14=16,1-15=53,1-2=-37,2-7=-31,7-8=29,7-16=46 Concentrated Loads(Ib) Vert:1=16 7=82 Trapezoidal Loads(plf) Vert:1=50(F=12)-to-2=48(F=12),2=42(F=12)-to-22=34(F=12),23=34(F=12)-to-7=44(F=12) Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=46,22-23=30(F=8),7-16=48,14-33=-1(F=9),8-33=-11 Horz:1-14=-29,1-15=-46,1-7=-31,7-8=-16,7-16=-48 Concentrated Loads(Ib) Vert:1=11 7=82 Trapezoidal Loads(plf) Vert:1=37(F=8)-to-22=30(F=8),23=30(F=8)-to-7=37(F=8) 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-30,22-23=-79(F=-46),7-16=-46,14-33=48(F=-30),8-33=-18 I Horz:1-14=-19,1-15=30,1-7=11,7-8=-26,7-16=46 Concentrated Loads(Ib) Vert:1=-63 7=82 Trapezoidal Loads(plf) IVert:1=-119(F=-46)-to-22=-79(F=-46),23=-79(F=-46)-to-7=-119(F=46) Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=46,22-23=-79(F=-46),7-16=30,14-33=-48(F=-30),8-33=-18 Horz:1-14=26,1-15=-46,1-7=11,7-8=19,7-16=-30 Concentrated Loads(Ib) Vert:1=-63 7=82 Trapezoidal Loads(plf) Vert:1=-119(F=-46)-to-22=-79(F=-46),23=-79(F=46)-to-7=-119(F=-46) 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=15 7=82 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=-11 111 Horz:1-14=-19,1-15=-29,1-7=-20,7-8=-15,7-16=-43 Concentrated Loads(Ib) Vert:1=27 7=82 ntinued nn nano 3 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MJ1-7473 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/TPII Quality Criteria,DSB-89 and BCSI Building Component .... .250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961884 367-4S 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 16:22:31 2019 Page 3 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-G1 cLHyL7jERvHL4V94wCL7ONGKrd?zDAoY8w?UzS3dc TOAD CASE(S) Standard Trapezoidal Loads(plf) Vert:1=48(F=20)-to-22=32(F=20),23=32(F=20)-to-7=48(F=20) 10) Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=43,22-23=-56(F=-59),7-16=-29,14-33=-48(F=-30),8-33=-18 Horz:1-14=25,1-15=43,1-7=-25,7-8=9,7-16=29 Concentrated Loads(Ib) Vert:1=-81 7=82 ITrapezoidal Loads(plf) Vert:1=-106(F=-59)-to-22=-56(F=-59),23=56(F=-59)-to-7-106(F=-59) 1) Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,22-23=-42(F=-30),7-16=43,14-33=-48(F=-30),8-33=-18 I Horz:1-14=-9,1-15=-29,1-7=-10,7-8=-25,7-16=-43 Concentrated Loads(Ib) Vert:1=-41 7=82 Trapezoidal Loads(plf) Vert:1=-68(F=-30)-to-22=-42(F=-30),23=-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) Vert:1-15=29,22-23=38(F=11),7-16=-29,14-33=-1(F=9),8-33=-11 Horz:1-14=12,1-15=-29,1-7=-36,7-8=17,7-16=29 Concentrated Loads(Ib) Vert:1=15 7=82 Trapezoidal Loads(plf) Vert:1=48(F=11)-to-22=38(F=11),23=38(F=11)-to-7=48(F=11) 13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) I Vert:1-15=29,22-23=22(F=10),7-16=29,14-33=-1(F=9),8-33=-11 Horz:1-14=-17,1-15=-29,1-7=-20,7-8=-12,7-16=29 Concentrated Loads(Ib) Vert:1=14 7=82 Trapezoidal Loads(plf) II4Vert: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 Uniform Loads(plf) Vert:1-15=29,22-23=38(F=11),7-16=-29,14-33=-1(F=9),8-33=-11 Horz:1-14=12,1-15=-29,1-7=-36,7-8=17,7-16=29 IConcentrated Loads(Ib) Vert:1=15 7=82 Trapezoidal Loads(plf) Vert:1=48(F=11)-to-22=38(F=11),23=38(F=11)-to-7=48(F=11) 15) Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,22-23=22(F=10),7-16=-29,14-33=-1(F=9),8-33=-11 Horz:1-14=-17,1-15=-29,1-7=-20,7-8=-12,7-16=29 Concentrated Loads(Ib) Vert:1=14 7=82 Trapezoidal Loads(plf) Vert:1=30(F=10)-to-22=22(F=10),23=22(F=10)-to-7=30(F=10) 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 I Concentrated Loads(Ib) Vert:1=-68 7=82 Trapezoidal Loads(plf) Vert:1=-88(F=-49)-to-22=-46(F=-49),23=-46(F=-49)-to-7=-88(F=-49) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,22-23=-61(F=-49),7-16=-29,14-33=-48(F=-30),8-33=-18 Horz:1-14=-7,1-15=-29,1-7=-10,7-8=-23,7-16=29 Concentrated Loads(Ib) IVert:1=-68 7=82 Trapezoidal Loads(plf) Vert:1=-104(F=-49)-to-22=-61(F=-49),23=-61(F=49)-to-7=-104(F=-49) 18) Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform LoadVert: (plf) V Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=49(F=-27)-to-7=-71(F=27) ) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=-1.60I ntinued on Daae 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mt1-7473 rev.70/03!2075 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 ANS4TPI1 Quality Criteria,OSB-B9 and BCS/Building Component nem, 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961884 367-4S 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 16:22:31 2019 Page 4 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-G1cLHyL7jERvHL4V94wCL7ONGKrd?zDAoY8w?UzS3dc LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-15=-33,22-23=-116(F=-76),7-16=-22,14-33=-59(F=-41),8-33=-18 Horz:1-14=19,1-15=33,1-7=-19,7-8=6,7-16=22 Concentrated Loads(Ib) Vert:1=-104 7=82 Trapezoidal Loads(plf) Vert:1=-181(F=-76)-to-22=-116(F=-76),23=-116(F=-76)-to-7=-181(F=-76) 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:1-15=22,22-23=-106(F=-54),7-16=33,14-33=-59(F=-41),8-33=-18 Horz:1-14=-6,1-15=-22,1-7=-8,7-8=-19,7-16=-33 Concentrated Loads(Ib) Vert:1=-74 7=82 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 1 Horz:1-14=17,1-15=-22,1-7=-19,7-8=5,7-16=22 Concentrated Loads(Ib) Vert:1=-94 7=82 Trapezoidal Loads(plf) Vert:1=-168(F=-69)-to-22=-109(F=-69),23=-109(F=-69)-to-7=-168(F=-69) 12)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=22,22-23=-121(F=-69),7-16=-22,14-33=-59(F=-41),8-33=-18 Horz:1-14=-5,1-15=-22,1-7=-8,7-8=-17,7-16=22 Concentrated Loads(Ib) IVert:1=-94 7=82 Trapezoidal Loads(pif) Vert:1=-179(F=-69)-to-22=-121(F=-69),23=-121(F-69)-to-7=-179(F=-69) 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) IVert:22-23=-115(F=-53),14-33=-53(F=-35),8-33=-18 Concentrated Loads(Ib) Vert 1=-73 7=82 Trapezoidal Loads(plf) Vert:1=-161(F=-53)-to-22=-115(F=-53),23=115(F=-53)-to-7=-161(F-53) 14) 1st Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:1=-536 7=82 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=49(F=-27)-to-7=-71(F-27) 5)2nd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 19=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-49(F-27)-to-7=-71(F=27) 6)3rd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 20=-500 I Trapezoidal Loads(plf) IVert:1=-71(F=-27)-to-22=49(F=-27),23=-49(F=27)-to-7=71(F=-27) 7)4th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) I Vert:1=-36 7=82 21=-500 Trapezoidal Loads(plf) Vert:1=-71(F-27)-to-22=-49(F=-27),23=-49(F=-27)-to-7=-71(F_27) 28)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) Vert:1=-36 7=82 24=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=49(F=-27)-to-7=-71(F=27) 19) 6th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 ntinited on Dane 5 MN= A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES 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 Job Truss Truss Type Qty Ply 21367-4S K5961884 367-4S 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 16:22:31 2019 Page 5 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-G1 cLHyL7jERvHL4V94wCL7ONGKrd?zDAoY8w?UzS3dc 10AD CASE(S) Standard Concentrated Loads(Ib) Vert:1=-36 7=82 25=-500 Trapezoidal Loads(plf) Vert:1=-71(F=27)-to-22=-49(F=-27),23=49(F=-27)-to-7=71(F=-27) 7th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 26=-500 Trapezoidal Loads(plf) Vert:1=-71(F-27)-to-22=-49(F=-27),23=-49(F=-27)-to-7=-71(F=-27) 31)8th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:1=-36 7=-418 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-49(F=-27)-to-7=71(F=-27) I) 9th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:1=-36 7=-418 ITrapezoidal 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 IConcentrated Loads(Ib) Vert:1=-36 7=82 2=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=49(F_27)-to-7=-71(F=-27) 34) 11th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 IUniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33-18 Concentrated Loads(Ib) Vert:1=-36 7=82 3=-500 Trapezoidal Loads(plf) 15 Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-49(F=-27)-to-7=71(F-27) 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)I - - Vert:1=-36 7=82 4=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23-49(F=-27)-to-7=-71(F=27) 36) 13th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 Concentrated Loads(lb) Vert:1=-36 7=82 5=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-49(F=-27)-to-7=-71(F=27) 14th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 6=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=49(F=-27)-to-7=-71(F=27) 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=-36 7=-418 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-49(F=-27)-to-7=-71(F=27) I) 16th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 27=-500 Trapezoidal Loads(plf) IVert: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 ntinued on oaae 6 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 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 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 BCE!Building Component 11111111.11. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961884 367-4S 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 16:22:31 2019 Page 6 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-G1 cLHyL7jERvHL4V94wCL7ONGKrd?zDAoY8w?UzS3dc LOAD CASE(S) Standard Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) I Vert:1=-36 7=82 28=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=49(F=-27)-to-7=-71(F=-27) 41) 18th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 29=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=49(F=-27),23=-49(F=-27)-to-7=71(F=-27) 12) 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(lb) Vert:1=-36 7=82 30=-500 I Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-49(F=-27)-to-7-71(F=-27) 20th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 I Concentrated Loads(Ib) Vert:1=-36 7=82 31=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-49(F=27)-to-7=-71(F=-27) 4)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(lb) Vert:1=-36 7=82 32=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-49(F=27)-to-7=-71(F=27) 5)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 I - - Vert:1=-36 144==-500 7=82 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-49(F=-27)-to-7-71(F=27) 46)23rd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=18 Concentrated Loads(Ib) Vert:1=-36 7=82 13=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-49(F=-27)-to-7=-71(F=27) 17 , 24th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 1 Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 12=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=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=-36 11=-500 7=82 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-49(F=-27)-to-7=-71(F=-27) I) 26th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 10=-500 I Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F-27),23=-49(F=-27)-to-7=-71(F=-27) 27th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 l Concentrated Loads(Ib) Vert:1=-36 7=82 9=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-49(F=-27)-to-7=-71(F=-27) ntinued on Daae 7 i MN 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 �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 ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961884 367-4S 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 16:22:31 2019 Page 7 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-G1 cLHyL7jERvHL4V94wCL7ONGKrd?zDAoY8w?UzS3dc IOAD CASE(S) Standard 1)28th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 I Concentrated Loads(Ib) Vert:1=-36 8=-500 7=82 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-49(F=-27)-to-7=-71(F=-27) 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.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 u4 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 IY16Tek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see S250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,AlexandriaAN,VAIITPII 22314Quality Criteria,DSB-89 and BCSI Building Component __ . Corona,CA 92880 Job Truss Truss Type Oty Ply 21367-4S K5961885 367-4S 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 16:22:32 2019 Page 1 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-kDAjU IMITXZmvVfhjnRRtLxR3k96kPFJ 1 CtTXxzS3db I3-3-8 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 I 0.25 12 4x6 = 5x12 = 5x6 = 3x4 = 3x4 = 3x6 = i 3x4 II 3x8 = 21 5 22 23 6 24 7 25 1 2 19 3 20 4 123 V ‘4 IP �f lippp, cel N \41111r O -- NAM\ -- :�_ ,6 I¢ =' 26 14 27 13 28 12 29 11 30 10 31 16 15 9 I 3x6 = 3x4 = 5x8 = 3x4 = 4x6 = 3x6 II 4x8 = I 5-9-8 10-9-8 I 15-9-8I 20-9-8 25-9-8I 28-9-0 5-9-8 5-0-0 5-0-0 5-0-0 5-0-0 2-11-8 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] OADING (psf)III SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.95 Vert(LL) -0.17 12-13 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(CT) -0.34 12-13 >995 240 CDL 11.0 Rep Stress Incr NO WB 0.71 Horz(CT) 0.05 18 n/a n/a CLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.12 12-13 >999 240 Weight:141 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-2 oc purlins, OT CHORD 2x4 DF 2400F 2.0E except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-15:2x4 DF No.1&Btr,17-18:2x6 DF 1 BOOF 2.1 E OTHERS 2x4 DF No.t&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. OP CHORD 2-15=-566/57,3-4=-2266/395,4-5=-3286/603,5-6=-3408/638,6-7=-2690/518, 7-8=-1052/231,9-18=-108/516,8-18=-1598/287 OT CHORD 14-15=-320/1443,13-14=-511/2961,12-13=-619/3509,11-12=-572/3224, 10-11=-371/2086 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.11;Exp B;Enclosed; R 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 �U PR©F� exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate �,�` s grip DOL=1.60 `Gj� ���1N� � /a 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 C,O /�j Provide adequate drainage to prevent water ponding. �/ yr This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. g� {}4i 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 will fit between the bottom chord and any other members. 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. IProvide mechanical connection(by others)of truss to bearing plate at joint(s)15. ®RE�t® 4,,,Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 250 lb uplift at joint 15 and 284 lb uplift ,4- >\b` is, at joint 18. 1/ f 14 24 �{— 9)This truss has been designed for a moving concentrated load of 250.0Ib live and 250.0Ib dead located at all mid panels and at all A. ' �Q panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. +`��P R(t,A.- )Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. I 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: 12-31-2019 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 on page 2 /►WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/0312015 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' always required for stability and to prevent collapse 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/TPIIQuality 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 2231Q4. Criteria,DSB-89 and BCS/Building Component Corona,CA 92880 I Job Truss Truss Type Qty Ply 21367-4S K5961885 367-4S 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 16:22:33 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-CQj6heMNErhdXeEtHVygQYTcp8VLTsVTGsd14NzS3da OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-22=-72,9-16=-18 IConcentrated Loads(Ib) Vert:8=-82 Trapezoidal Loads(plf) Vert:22=-72-to-8=-123 I I I I I I I I I I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIMIC REFERENCE PAGE Ml1-7473 rev.10/03I2015 BEFORE USE. imut 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 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 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 Job Truss Truss Type Qty Ply 21367-4S e� K5961886 367-4S B02-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 16:22:35 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-9ors6KOemSxLmyOGOw?8VzZ64yF8xl?mjA678FzS3dY 3-3-8 8-4-0 l 13-3-8 18-3-8 23-3-8 I 28-9-0 3-3-8 5-0-8 4-11-8 5-0-0 5-0-0 5-5-8 Scale=1:49.2 I0.25 12 4x6 = 8x10 = 8x8 = 3x4 = 3x4 = 3x4 = 3x4 II 4x6 = 23 24 6 25 7 26 12 20 3 21 4 22 5 18 X// P1 c N c 0 CV Io 16 27 15 28 29 13 30 12 31 11 32 10 33 14 9 17 4x6 = 3x4 = 7x6 = 3x4 = 3x6 = I4x6 = 3x12 I I 3x4 I 5-9-8 8-4-0 10-9-8 15-9-8 20-9-8 25-9-8 28-9-0 5-9-8 2-6-8 2-5-8 5-0-0 5-0-0 5-0-0 2-11-8 late Offsets(X,V)-- [4:0-4-0,0-4-8],[8:0-24,0-4-0],[12:0-3-0,0-4-8] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL) -0.12 13 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.52 Vert(CT) -0.22 12-13 >999 240 CDL 11.0 Rep Stress Incr NO WB 0.78 Horz(CT) 0.04 19 n/a n/a CLL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.09 13 >999 240 Weight:367 lb FT=20% CDL 9.0 LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, OT CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 18-19:2x6 DF 1800F 2.1 E OTHERS 2x4 DF No.1&Btr IEACTIONS. (lb/size) 16=3040/0-2-8,19=2319/0-5-8 Max Horz 16=125(LC 7) Max Uplift 16=-581(LC 5),19=-412(LC 8) Max Gray 16=3054(LC 15),19=2319(LC 1) IORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-16=-593/40,3-4=-6591/1329,4-5=-8480/1660,5-6=-6864/1274,6-7=-4706/891, 7-8=-1683/349,9-19=-69/531,8-19=-2257/409 BOT CHORD 15-16=-867/3845,14-15=-1942/9011,13-14=-1951/9046,12-13=-1522/7738, 11-12=-1078/5955,10-11=-616/3400 IEBS 8-10=-425/2491,7-10=-2561/515,7-11=-310/1934,6-11=-1828/388,6-12=-294/1480, 5-12=-1429/389,5-13=-308/1155,3-15=-742/3794,3-16=-4724/955,4-14=-675/2670, 4-15=-3336/744,4-13=-751/348 1O-pS- .,,c1-3P R fie 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: T` C Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Co GI ta fi ,{1 Bottom chords connected as follows:2x6-2 rows staggered at 0-4-0 oc. Co Webs connected as follows:2x4-1 row at 0-9-0 oc. 11' ''`i 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 �1.4‘4,..L7 n �, 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 �p.r/ 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 C} (r' Provide adequate drainage to prevent water ponding. y OREGON �t j This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5b` *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 /n '44- 14 20 — will fit between the bottom chord and any other members. 41P �j Bearing at joint(s)19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify R R t 4 \- capacity of bearing surface. Provide mechanical connection(by others)of truss to bearing plate at joint(s)16. EXPIRES: 12-31-2019 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 581 lb uplift at joint 16 and 412 lb uplift at joint 19. April 11,2019 ntinued on oaae 2 NUM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design said for use only with Mil-eke 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 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 Job Truss Truss Type Qty Ply 21367-4S K5961886 367-4S B02-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 16:22:35 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-9ors6KOemSxLmyOGOw?8VzZ64yF8xl?mjA678FzS3dY 111OTES- 1)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. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 28-6-4 on top chord,and 3038 lb down Iand 783 lb up at 8-4-0 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) IVert:1-2=-72,2-23=-72,9-17=-18 Concentrated Loads(Ib) Vert:8=-82 14=-2400(F) Trapezoidal Loads(plf) Vert:23=-72-to-8=-123 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 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 T building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mt IekE is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/7 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 21367-4S K5961887 1367-4S BO2A 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 16:22:33 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-CQj6heMNErhdXeEtHVygQYTft8VeTs6TGsd14NzS3da I4-10-0 9-10-0 14-10-0 20-3-8 4-10-0 5-0-0 5-0-0 5-5-8 Scale=1:34.3 I 0.25 W. 4x6 = 8x10 = 3x4 = 3x6 = 4x8 = 3x6 = 4 20 5 21 6 2 W 16 17 3 18 19a 14 ° .a N NM t 1 r o I r PLI ri \ 15 I§ I22 11 23 10 24 9 25 8 26 7 1312 4x6 = 3x4 = 3x4 = 4x6 = 3x4 = 3x6 1 2-4-0 7-4-0 12-4-0 17-4-0 20-3-8 2-4-0 5-0-0 5-0-0 5-0-0 2-11-8 Plate Offsets(X,V)-- [6:0-2-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL) -0.07 9-10 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.78 Vert(CT) -0.23 9-10 >999 240 'TCLL 11.0 + Rep Stress Incr NO WB 0.74 Horz(CT) 0.03 15 n/a n/a BCLL 0.0 * BCDL 9.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.03 9-10 >999 240 Weight:104 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E TOP CHORD Structural wood sheathing directly applied or 3-10-11 oc purlins, 'BOT CHORD 2x4 DF 2400F 2.0E except end verticals. WEBS 2x4 DF Stud/Std*Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-12:2x4 DF No.1&Btr,14-15:2x6 DF 1800E 2.1E OTHERS 2x4 DF No.1&Btr IREACTIONS. (lb/size) 12=1576/Mechanical,15=1802/0-5-8 Max Horz 12=127(LC 11) Max Uplift 12=-188(LC 8),15=-200(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 'TOP CHORD 2-12=-1534/186,2-3=-1067/100,3-4=-2529/290,4-5=-2561/319,5-6=-1112/169, 7-15=-103/521,6-15=-1773/204 BOT CHORD 10-11=-291/2090,9-10=-326/2854,8-9=-249/2184 WEBS 6-8=-165/1724,5-8=-1662/234,5-9=-21/831,4-9=-631/95,4-10=-611/117, 3-10=-44/832,3-11=-1588/241,2-11=-158/1676 INOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 19-8-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 I TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 t?' -0 PR Q fi "\((--'c' 0 3)Provide adequate drainage to prevent water ponding. .fj ti�GI�� !� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. C,} /f,'. 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 cc 89200PE 9f will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. ao7)Bearing 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. +10 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 188 lb uplift at joint 12 and 200 lb uplift ' atjoint 15. �"OREGON �� 9)A+following a basic load indicates that the load has been modified in one or more load cases. j- '+9 \ 10) Load case(s)1,2,3,6,7,10,11,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32,33,34,35,36,37,38,39,40,41, ',0 Alk 14� ri° `�- 42,43,44,45,46,47 has/have been modified.Building designer must review loads to verify that they are correct for the intended 41/C* 04- use of this truss. c {� '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. EXPIRES: 12-31-2019 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)95 lb down and 16 lb up at April 11,2019 20-0-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. Ontlrtye���l�Ndvge.'Zra 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 MiTek'•• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iV 1 iTek* is always required for stability and to prevent collapse with possible personal injuryand property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCS(Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961887 1367-4S BO2A 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 16:22:34 2019 Page 2 I D:BRY3axW kgv6k2 RkzwEh B9dzj VxF-gcHUv_NO?9pU8op4gCUvymOgdYrtCJ McV W MacpzS3dZ 'LOAD CASE(S) Standard Except: 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-132,2-18=-132,7-13=-18 1 Concentrated Loads(Ib) Vert:6=-82 Trapezoidal Loads(plf) Vert:18=-132-to-6=-183 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase-1.15 1 Uniform Loads(plf) Vert:1-2=-120,2-18=-120,7-13=-18 Concentrated Loads(Ib) Vert:6=-75 Trapezoidal Loads(plf) Vert:18=-120-to-6=-164 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 i Uniform Loads(plf) Vert:1-2=-82,2-18=-82,7-13=-38 Concentrated Loads(Ib) I Vert:6=-66 Trapezoidal Loads(plf) Vert:18=-82-to-6=-116 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) 1Vert:1-2=-82,2-18=-93,6-14=-49,7-13=-18 Horz:2-12=-21,2-6=11,6-7=-28,6-14=49 Concentrated Loads(Ib) Vert:6=-72 Trapezoidal Loads(plf) Vert:18=-93-to-6=-133 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-88,2-18=-93,6-14=32,7-13=-18 Horz:2-12=28,1-2=6,2-6=11,6-7=21,6-14=-32 Concentrated Loads(Ib) Vert:6=-72 Trapezoidal Loads(plf) Vert:18=-93-to-6=-133 10) Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 I Uniform Loads(plf) Vert:1-2=-51,2-18=-57,6-14=-43,7-13=-18 Horz:2-12=25,1-2=-31,2-6=-25,6-7=9,6-14=43 Concentrated Loads(Ib) IVert: s1 TrapezoidallLoads(plf) Vert:18=-57-to-6=-107 11) Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) I Vert:1-2=6 7,2-18=-72,6-14=43,7-13=-18 Horz:2-12=9,1-2=15,2-6-10,6-7=-25,6-14=-43 Concentrated Loads(Ib) Vert:6=-57 Trapezoidal Loads(plf) Vert:18=-72-to-6=-98 116) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-51,2-18=-57,6-14=-29,7-13=-18 Hoa:2-12=23,1-2=-31,2-6=-25,6-7=7,6-14=29 I Concentrated Loads(Ib) Vert:6=-73 Trapezoidal Loads(plf) Vert:18=-57-to-6=-99 17) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) IVert:1-2=-67,2-18=-72,6-14=-29,7-13=-18 Horz:2-12=-7,1-2=-15,2-6=-10,6-7=-23,6-14=29 Concentrated Loads(Ib) Vert:6=-73 Trapezoidal Loads(plf) Vert:18=-72-to-6=-114 18) Dead:Lumber Increase=0.90,Plate Increase=0.90 Pit.metal=0.90 Uniform Loads(plf) Vert:1-2=-82,2-18=-82,7-13=-18 I Concentrated Loads(Ib) Vert:6=-55 Trapezoidal Loads(plf) Vert:18=-82-to-6=-105 ¶ntintlrtd on nane R 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 Mi igekis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961887 1367-4S BO2A 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 16:22:34 2019 Page 3 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-gcHUv_N0?9pU8op4gCUvymOgdYrtCJMcVWMacpzS3dZ ILOAD CASE(S) 19)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:1-2=-97,2-18=-100,6-14=-33,7-13=-18 Horz:2-12=19,1-2=-23,2-6-19,6-7=6,6-14=33 Concentrated Loads(Ib) Vert:6=-95 Trapezoidal Loads(plf) Vert:18=-100-to-6=-165 '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:1-2=-108,2-18=-112,6-14=33,7-13=-18 Horz:2-12=-6,1-2=-11,2-6=-8,6-7=-19,6-14=-33 Concentrated Loads(lb) I Vert:6=-77 Trapezoidal Loads(plf) Vert:18=-112-to-6=-158 21) 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:1-2=-97,2-18=-100,6-14=-22,7-13=-18 Horz:2-12=17,1-2=-23,2-6=-19,6-7=5,6-14=22 Concentrated Loads(Ib) Vert:6=-89 Trapezoidal Loads(plf) Vert:18=-100-to-6=-159 22) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-108,2-18=-112,6-14=-22,7-13=-18 Horz:2-12=-5,1-2=-11,2-6=-8,6-7=-17,6-14=22 I Concentrated Loads(Ib) Vert:6=-89 Trapezoidal Loads(plf) Vert:18=-112-to-6=-171 ,23) Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-122,2-18=-122,7-13=-18 Concentrated Loads(Ib) Vert:6=-77 Trapezoidal Loads(plf) Vert:18=-122-to-6=-168 24) 1st Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-82,2-18=-82,7-13=-18 Concentrated Loads(Ib) Vert:1=-500 6=-55 Trapezoidal Loads(plf) Vert:18=-82-to-6=-105 25)2nd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 I Uniform Loads(plf) ConcentratVeertd L:1-2=-82oads(I,b) -8 2-182,7-13=-18 Vert:6=-55 16=-500-18=-82, 6-500 Trapezoidal Loads(plf) Vert:18=-82-to-6=-105 '26)3rd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-82,2-18=-82,7-13=-18 Concentrated Loads(Ib) Vert:6=-55 19=-500 Trapezoidal Loads(plf) Vert:18=-82-to-6=-105 27)4th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) I Vert:1-2=-82,2-18=-82,7-13=-18 Concentrated Loads(Ib) Vert:6=-55 20=-500 Trapezoidal Loads(plf) Vert:18=-82-to-6=-105 28)5th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 IUniform Loads(plf) Vert:1-2=-82,2-18=-82,7-13=-18 Concentrated Loads(Ib) Vert:6=-55 21=-500 Trapezoidal Loads(plf) iiiVert:18=-82-to-6=-105 29)6th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 ontinued on oaae 4 t 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not II 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�lek'. is always required for stability and to prevent collapse 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 BCE!Building Component Corona,CA 92880 ob Truss Truss Type Qty Ply 21367-4S K5961887 1367-4S BO2A 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 16:22:34 2019 Page 4 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-gcHUv_N0?9pU8op4gCUvymOgdYrtCJMcVWMacpzS3dZ ,LOAD CASE(S) Uniform Loads(plf) Vert:1-2=-82,2-18=-82,7-13=-18 Concentrated Loads(Ib) I Vert:6=-555 Trapezoidal Loads(plf) Vert:18=-82-to-6=-105 30)7th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-82,2-18=-82,7-13=-18 Concentrated Loads(Ib) Vert:6=-555 Trapezoidal Loads(plf) Vert:18=-82-to-6=-105 '31)8th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-82,2-18=-82,7-13=-18 Concentrated Loads(Ib) Vert:6=-55 3=-500 Trapezoidal Loads(plf) Vert:18=-82-to-6=-105 32)9th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-82,2-18=-82,7-13=-18 Concentrated Loads(Ib) Vert:6=-55 4=-500 Trapezoidal Loads(plf) Vert:18=-82-to-6=-105 '33) 10th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-82,2-18=-82,7-13=-18 Concentrated Loads(Ib) Vert:6=-55 5=-500 Trapezoidal Loads(plf) Vert:18=-82-to-6=-105 34) 11th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-82,2-18=-82,7-13=-18 Concentrated Loads(Ib) Vert:6=-555 Trapezoidal Loads(plf) Vert:18=-82-to-6=-105 35) 12th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Vert: (2 ) Vert:1-2==-82,2-18=-82,7-13=-18 Concentrated Loads(lb) Vert:13=-500 6=-55 Trapezoidal Loads(plf) Vert:18=-82-to-6=-105 '36) 13th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-82,2-18=-82,7-13=-18 Concentrated Loads(Ib) Vert:6=-55 22=-500 Trapezoidal Loads(plf) Vert:18=-82-to-6=-105 37) 14th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) ' Vert:1-2=-82,2-18=-82,7-13=-18 Concentrated Loads(Ib) Vert:6=-55 23=-500 Trapezoidal Loads(plf) Vert:18=-82-to-6=-105 '38) 15th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-82,2-18=-82,7-13=-18 Concentrated Loads(Ib) Vert:6=-55 24=-500 Trapezoidal Loads(plf) Vert:18=-82-to-6=-105 39) 16th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-82,2-18=-82,7-13=-18 ' Concentrated Loads(Ib) Vert:6=-55 25=-500 Trapezoidal Loads(plf) Vert:18=-82-to-6=-105 ¶ntinlfnd on naaa 5WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,nota truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overallTbuilding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MOT®kis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI7 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 ob Truss Truss Type Qty Ply 21367-4S K5961887 1367-4S BO2A 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 16:22:34 2019 Page 5 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-gcHUv_N0?9pU8op4gCUvymOgdYrtCJMcVWMacpzS3dZ 'LOAD CASE(S) 40) 17th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-82,2-18=-82,7-13=-18 ' Concentrated Loads(Ib) Vert:6=-55 26=-500 Trapezoidal Loads(plf) Vert:18=-82-to-6=-105 41) 18th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-82,2-18=-82,7-13=-18 Concentrated Loads(Ib) Vert:13=-500 6=-55 Trapezoidal Loads(plf) Vert:18=-82-to-6=-105 ' 42) 19th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-82,2-18=-82,7-13=-18 Concentrated Loads(Ib) Vert:13=-500 6=-55 Trapezoidal Loads(plf) Vert:18=-82-to-6=-105 43)20th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-82,2-18=-82,7-13=-18 Concentrated Loads(Ib) Vert:6=-55 11=-500 Trapezoidal Loads(plf) Vert:18=-82-to-6=-105 '44)21st Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-82,2-18=-82,7-13=-18 Concentrated Loads(Ib) Vert:6=-55 10=-500 Trapezoidal Loads(plf) Vert:18=-82-to-6=-105 45)22nd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-82,2-18=-82,7-13=-18 Concentrated Loads(Ib) Vert:6=-55 9=-500 Trapezoidal Loads(plf) Vert:18=-82-to-6=-105 '46)23rd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-82,2-18=-82,7-13=-18 Concentrated Loads(Ib) Vert:6=-55 8=-500 Trapezoidal Loads(plf) Vert:18=-82-to-6=-105 47)24th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-2=-82,2-18=-82,7-13=-18 I Concentrated Loads(Ib) Vert:7=-500 6=-55 Trapezoidal Loads(plf) Vert:18=-82-to-6=-105 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 Nu 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 ANSa250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VAVTP22314IIQu.lity Criteria,DSB-89 and BCSI Building Component Corona,CA 92880 ob Jb Truss Truss Type Qty Ply 21367-4S K5961888 1367-45 B03 MONO TRUSS 21 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 16:22:36 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-d?PEKgPGXm4CO6zSydW N2B573LX2gDFvygrhgizS3dX 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 I0.25 12 4x6 = 5x12 = I 5x6 = 3x4 = 3x4 = 3x6 = ,- 3x4 II 3x8 = 24 7 25 8 12 19 3 20 4 21 5 22 23 6 _ 17 _ AdiNN �� iyrAko7 a N , 0 ST 18 Id 15 26 14 27 13 28 12 29 11 30 10 31 16 3x6 = 3x4 = 5x8 = 3x4 = 4x6 = 3x6 II 4x8 = I 5-9-8i 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 Plate Offsets(X,Y)-- [4:0-3-0,0-3-0],[8:0-4-0,0-3-0],[12:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.95 Vert(LL) -0.17 12-13 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(CT) -0.34 12-13 >995 240 ITCDL 11.0 Rep Stress!nor NO WB 0.71 Horz(CT) 0.05 18 n/a n/a BCLL 0.0 Code IBC20151TP12014 Matrix-MS Wind(LL) 0.12 12-13 >999 240 Weight:141 lb FT=20 BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-2 oc purlins, 'BOT CHORD 2x4 DF 2400F 2.0E except end verticals. WEBS 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 1800E 2.1E OTHERS 2x4 DF No.1&Btr 'REACTIONS. (lb/size) 15=1334/Mechanical,18=1625/0-5-8 Max Horz 15=127(LC11) Max Uplift 15=-250(LC 8),18=-284(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 'TOP 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 BOT CHORD 14-15=-320/1443,13-14=-511/2961,12-13=-619/3509,11-12=-572/3224, 10-11=-371/2086 •'WEBS 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- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; IMWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-3-8,Interior(1)3-3-8 to 28-1-12 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 __ti 1� 2)TCLLASCE rip DO07-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 ���� viv�t N ` s-r 3)Provide adequate drainage to prevent water ponding. �/ hhO - I4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ¢ :92aP T- 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide / will fit between the bottom chord and any other members. ,/ 6)Refer to girder(s)for truss to truss connections. _a" . 7)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. I 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 250 lb uplift at joint 15 and 284 lb uplift tet_OREGON Ix A. at joint 18. <0 �)'' 14, 2•° 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 /�,z + panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ' t R R t�-, '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 EXPIRES: 12-31-2019 28-6-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. April 11,2019 LOAD CASE(S) Standard onti ed onage 2 f AL WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �x a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek.' 250 Klug Circle is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?PII 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 ob Truss Truss Type Qty Ply 21367-4S K5961888 1367-4S B03 MONO TRUSS 21 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 a Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 16:22:36 2019 Page 2 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-d?PEKgPGXm4CO6zSyd W N2B573LX2gDFvygrhgizS3dX ILOAD CASE(S) Standard 1)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 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 MiTek'building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IYI f I�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/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 ob Truss Truss Type Oty Ply 21367-4S K5961889 1367-4S B03-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 16:22:40 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-Vmel91 Smb?aesjGDBTaJC1 GrDzsBc5ZVtSpupTzS3dT I 3-3-8 8-3-8 13-3-8 18-3-8 23-3-8 5-0-0 28-9-0 3-3-8 5-0-0 5-0-0 5-0-0 5-5-8 Scale=1:49.1 I0.25 12 4x6 = 5x12 = 5x6 = 3x4 = 3x6 = 3x6 = 3x4 11 3x6 = 5 21 22 6_ 23 7MFF'C 24 -8 1 2 18 3 19 4 20 Ea M c r If � io M .. .. .A/VW.11 AAjr 17 Id Y 1I t•••••••• ••••••• • OOi••••• -.-.--iiiiii-...- i•••i••i••i�'i••Oi��iO�iiiiii ••i i•�•i•�•ii•�• •i•010011•i• ••iiiiiiiiii•1''•lii�•�•iJ000�i• p••ppm••p•p�•••••����•��•��•••••••p�•p •••••••••••�•�•�•��••p�•�••�••p••••••�•••••���•��••••p?ppp�p�•••••••••••�•���6���•••���•�• 6x6 = 3x4 = 3x4 = 3x6 = 3x4 = 3x4 II 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 IPlate Offsets(X,Y)-- [4:0-3-0,0-3-0],[8:0-6-0,0-3-0],[12:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft 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 TCDL 11.0 Rep Stress Incr NO WB 0.50 Horz(CT) -0.02 9 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) -0.00 14-15 >999 240 Weight:141 lb FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 'BOT CHORD 2x4 DF No.1&Btr except end verticals. WEBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 16-17:2x6 DF 1800E 2.1 E OTHERS 2x4 DF No.1&Btr 'REACTIONS. 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=122(LC 83),11=-179(LC 30),13=-139(LC 30), 14=-i 92(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) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. I TOP 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 BOT 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 iiWEBS 8-10=-1129/1109,7-10=-1312/1234,7-11=-1407/1309,6-11=-1252/1209, I 6-12=-1294/1253,5-12=-1206/1188,5-13=-1247/1227,4-13=-1205/1195, cp PR QF 4-14=-1258/1230,3-14=-1133/1157,3-15=-1280/1280r\�, 11\4� {6 � , NOTES- `' G 1, ,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; -7 MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-3-8,Interior(1)3-3-8 to 28-1-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate 89200RE D grip L:ASC 7 trt L1�®�•�•�-� 0 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 "°°°` IR I VA- 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -S7 �"OREGON i , I 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 '- ` .7�f' �N A. will fit between the bottom chord and any other members. O 14, 2 �4 6)Bearing at joint(s)17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify - '3 capacity of bearing surface. �f I 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10 except(jt=lb) 15=796,1=471,12=148,9=122,11=179,13=139,14=192,17=919. EXPIRES: 12-31-2019 8)This truss has been designed for a moving concentrated load of 250.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 ¶ntiniiRri on nsna 2 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE ANI-7473I-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not mit a truss system.Before use,the building designer must verity 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 Mak'is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI TP/1 Qulity 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 22314aImmo. Corona,CA 92880 lob Truss Truss Type Qty Ply 21367-4S K5961889 1367-4S B03-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 16:22:41 2019 Page 2 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-zyC7NNTPM IiVUtr(DIA6YIEo0zMCQLYpe66ZSMvzS3dS INOTES- 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 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 Idesign/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: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 1 I I I I I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mt1-7473 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 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 t l�kE is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPIf Quality Criteria,DSB-89 and BCSI Building Component .. 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Salle 312,Alexandria,VA 22314. Corona,CA 92880 ob Truss Truss Type Qty Ply 21367-4S K5961890 1367-4S 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 16:22:38 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-ZNX?IMQW3NKwdQ6r32Yr7cATY9CV86NCP8KolazS3dV I 3-3-8 8-3-8 13-3-8 18-3-8 23-3-8 5-0-0 28-9-0 3-3-8 5-0-0 5-0-0 5-0-0 5-5-8 Scale=1:49.1 I0.25 12 4x6 = 5x12 = ..„0„,„„w\h,r\lr.2.‘, Ir 5x6 = 3x6 = 3x6 = 3x6 = 3x4 II 4x6 = 24 7 25 8 12 19 3 20 4 21 5 22 23 6 P _i 17 cs, I � ' o N r i9 '13 13, u Y� 18 IO 15 26 14 27 13 28 12 29 11 30 10 31 9 16 4x6 = 3x6 = 5x8 = 3x6 = 4x6 = 7x6 = 3x6 FASTEN TRUSS TO BEARING FOR THE UPLIFT REACTION SHOWN I WHILE PERMITTING NO UPWARD MOVEMENT OF THE BEARING. 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 IPlate Offsets(X,V)-- [4:0-3-0,0-3-0],[8:0-4-0,0-3-0],[12:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.95 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 I TCDL 11.0 Rep Stress Incr NO WB 0.80 Horz(CT) 0.05 18 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.15 12-13 >999 240 Weight:141 lb FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-2 oc purlins, 'BOT CHORD 2x4 DF 2400F 2.0E except end verticals. WEBS 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 1800E 2.1E OTHERS 2x4 DF No.1&Btr ,REACTIONS. (lb/size) 15=1334/Mechanical,18=1625/0-5-8 Max Horz 15=209(LC 32) Max Uplift 15=-1155(LC 30),18=-i015(LC 39) Max Gray 15=1828(LC 25),18=1954(LC 60) 'FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP 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 ,WEBS 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 NOTES- '1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.11;Exp B;Enclosed; c2 G� P R Qx" 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 t� ` { exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate �Gj - G I N� � /� grip DOL=1.60 SS C;} I2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 �✓ '7 3)Provide adequate drainage to prevent water ponding. $}2f�QPE C 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide :. will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. I 7)Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify OREGON �� capacity of bearing surface. yi f 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1155 lb uplift at joint 15 and 1015 lb '�V �' 1 4, '1 ,e, uplift at joint 18. (�, I9)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 R R I, - V 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 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 r A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED TEK 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 lilt MI a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' 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 jib Truss Truss Type Qty Ply 21367-4S K5961890 1367-4S B03A-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 16:22:38 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-ZNX?IMQW3NKwd(D6r32Yr7cATY9CV86NCP8KolazS3dV INOTES- 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 28-6-4 on top 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(plt) Vert:1-2=-72,2-22=-72,9-16=-18 Concentrated Loads(Ib) Vert:8=-82 I Trapezoidal Loads(plf) Vert:22=-72-to-8=-123 I I I I I I I I I i 1 II I I 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 ANSUTPl1 Quality Criteria,DSB-89 and BCS/Building Component �� 250 Klug Circle Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961891 1367-4S B04 MONO TRUSS 40 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 16:22:42 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-R9mVajTl 7cciM61 QcludnHSLAYmZv4zdoKml?uLzS3dR I 3-3-8 8-3-8 13-3-8 18-3-8 5-0-0 23-9-8 3-3-8 5-0-0 5-0-0 5-6-0 Scale=1:40.4 I0.25 12 4x6 = 5x12 = 5x6 = 3x4 = 3x4 = 3x4 I I 36 = 1 2 17 3 18 4 19 20 5 21 6 22 o O N N C Le � C7 I o Alk w II: 16 to @f r, I0 13 23 12 24 11 25 10 26 9 27 8 14 3x12 = 3x4 = 3x4 = 5x6 = 4x4 = 3x6 I 5-9-8 10-9-8 15-9-8 20-9-8 23-9-8 5-9-8 5-0-0 5-0-0 5-0-0 3-0-0 IPlate Offsets(X,V)-- [4:0-3-0,0-3-0],[7:0-4-0,0-3-0],[10:0-3-0,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL) -0.09 11 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.89 Vert(CT) -0.24 10-11 >999 240 ITCDL 11.0 Rep Stress Ina' NO WB 0.59 Horz(CT) 0.03 16 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.06 11 >999 240 Weight:118 lb FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins, 'BOT CHORD 2x4 DF No.1&Btr*Except* WEBS except end verticals. 10-14:2x4 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2x4 DF Stud/Std*Except* 2-13:2x4 DF No.1&Btr,15-16:2x6 DF 1800F 2.1 E OTHERS 2x4 DF No.i&Btr I REACTIONS. (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) ,FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP 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 •WEBS 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 III NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)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 f� PROr grip 2)TCLL:ASCE 0-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Co� `` l Ofi`ss/ 3)Provide adequate drainage to prevent water ponding. ,„, T 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Z4 -ji' I5)*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 9200P t' will fit between the bottom chord and any other members. 6)Bearing at joint(s)16 considers parallel to grain value using ANSI/I-PI 1 angle to grain formula. Building designer should verify100, - capacity of bearing surface. -/ .I 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)I OREGON (� 13=213,16=239. i! r N.' 9)This truss has been designed for a moving concentrated load of 250.OIb live and 250.0lb dead located at all mid panels and at all f 1' 142P 4 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. J 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 'fif (�t��, I 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 23-6-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. EXPIRES: IE - 1-201 9 LOAD CASE(S) Standard April 11,2019 ¶ntinued on nano 2 A wAANtNG-Verify design parameters and READ NOTES ON THtS AND INCLUDED MtTEK REFERENCE PAGE M11-7473 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 MO lekis always required for stability and to prevent collapse 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 Qualify Criteria,DSB-89 and SCSI Building Component �� 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961891 1367-4S B04 MONO TRUSS 40 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 16:22:42 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-R9mVajT17cgM61 QcludnHSLAYmZv4zdoKml?uLzS3dR LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-19=-72,8-14=-18 ' Concentrated Loads(Ib) Vert:7=-82 Trapezoidal Loads(plf) Vert:19=-72-to-7=-123 I I I I I I I I I I I I I I I s... 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 MiTekSr 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/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 Job Truss Truss Type Qty Ply 21367-4S K5961892 1367-4S BO4A 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 16:22:43 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-wLKuo3UfuwyDjB?osb80gfuLlAv8pQb.ZQ2ZQozS3dQ II 3-3-8 8-3-8 13-3-8 18-3-8 5-0-0 23-9-8 3-3-8 5-0-0 5-0-0 5-6-0 Scale=1:40.4 I0.25 12 4x6 = 5x12 = I556 = 3x4 = 3x4 = 3x4 II 3x6 = 6 22 7 1 2 17 3 18 4 19 20 5 21 I\ 15 m oCV CAN C I V ' o C , A I L1\4 4 il PF7A I‘IILAA4 I I I L I 1 r 16 16,L o ii. .. I 13 23 12 24 11 25 10 26 9 27 8 14 3x12 = 3x4 = 354 = 5x6 = 4x4 = 3x6 II I 5-9-8 10-9-8 15-9-8l 20-9-8 23-9-8 5-9-8 5-0-0 5-0-0 5-0-0 3-0-0 IPlate Offsets(X,Y)-- [4:0-3-0,0-3-0],[7:0-4-0,0-3-0],[10:0-3-0,0-3-4] LOADING (psf25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.89 Vert(LL) -0.09 11 >999 360 MT20 220/195 TCDL 11,0 Lumber DOL 1.15 BC 0.89 Vert(CT) -0.24 10-11 >999 240 IBCLL 0.0 * Rep Stress Incr NO WB 0.59 Horz(CT) 0.03 16 n/a n/a BCDL 9.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.06 11 >999 240 Weight:118 lb FT=20 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins, IBOT CHORD 2x4 DF No.1&Btr*Except* except end verticals. 10-14:2x4 DF 2400E 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std*Except* 2-13:2x4 DF No.1&Btr,15-16:2x6 DF 1800F 2.1 E OTHERS 2x4 DF No.1&Btr I REACTIONS. (lb/size) 13=1123/Mechanical,16=1390/0-5-8 Max Horz 13=128(LC 11) Max Uplift 13=-213(LC 8),16=-239(LC 12) IFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP 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 WEBS 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 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-3-8,Interior(1)3-3-8 to 23-2-4 zone;cantilever left and right Iexposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate �gg grip DOL=1.60r4Q PRtfir�� 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 ��co G1 N e� Ch 40 3)Provide adequate drainage to prevent water ponding. T 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �Cf-Irt " 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide , $��d�}� f will fit between the bottom chord and any other members. 6)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 M `+�rp capacity of bearing surface. -•,. Cr I8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 7 OREGt}N it 13=213,16=239. Zj # 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 ''j '`1'Y 14 2,0 '}- 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. SFR R O- '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 23-6-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. EXPIRE 2-31 -2019 LOAD CASE(S) Standard April 11,2019 'Continued on pace 2 �� A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1W03/2015 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 ''}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,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961892 1367-4S BO4A 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 16:22:43 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-wLKuo3UfuwyDjB?osb80gfuLlAv8pQtxZQ2ZQozS3dQ LOAD CASE(S) Standard I 1)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 I I I I I I I I I 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES 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 Sua250 Klug Circle 1111111-i Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria AN,VAI/TP2231IIQ4.lity Criteria,OSB-89 and BCS/Building Component Corona,CA 92880 J Job Truss Truss Type Qty Ply 21367-4S K5961893 1367-4S B05 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 16:22:44 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-OXuG?PVHfD43LLa?OJfFMtQWLaCyYuN5o4n6zEzS3dP I 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' I 0.25 112 6x6 = 5x6 = 3x4 = 3x4 = 4x8 = 18 3x4 11 3x6 = g 24 7 25 26 12 19 3 20 4 21 5 22 23 ! ' /\ \7 O Or V , m 0,.._,,M n ii ': 11:11r 11 Y C 27 15 28 14 29 13 30 12 31 ►=� 32 10 33 9 17 16 11 3x4 = 3x4 = 5x6 = 3x6 = 3x4 3x4 _ 3x6 I 4x8 = I 5-9-8 10-9-8 15-9-8 { 20-9-8 23-6-12 23/9r8 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 Plate Offsets(X,Y)-- [4:0-3-0,0-3-0],[13:0-3-0,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL) -0.09 13-14 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.98 Vert(CT) -0.24 13-14 >999 240 'TCDL 11.0 Rep Stress Incr NO WB 0.58 Horz(CT) 0.04 11 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.05 14 >999 240 Weight:143 lb FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc purlins, 'BOT CHORD 2x4 DF No.1&Btr except end verticals. WEBS 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 REACTIONS. (lb/size) 16=1002/0-2-8,11=2016/0-5-8 I 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. TOP CHORD 2-16=-565/58,3-4=-1553/266,4-5=-1975/365,5-6=-1634/301,6-7=-603/620, I7-8=-168/591,8-9=-35/526 BOT 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 I NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-3-8,Interior(1)3-3-8 to 28-6-4 zone;cantilever left and right f P Rr exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate �t"I �. C I grip DOL=1.60 �G `' s� 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 , ') �1�G'N�r'� ,© 3)Provide adequate drainage to prevent water ponding. CO Tr 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��"t 89200PE 'F't,, I5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)16. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) alliV 16=189,11=366. C) 'rte r` Cr I 8)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 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ?y 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 7L'/6�.1� 14, ) - 28-6-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. p ' j IR I ILOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 11,2019 MIMI A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not mil" a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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?P/1 Quality Criteria,OSB-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 Job Truss Truss Type Qty Ply 21367-4S K5961893 1367-4S B05 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 16:22:44 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-OXuG?PVHfD43LLa?QJfFMtQWLaCyYuN5o4n6zEzS3dP ILOAD CASE(S) Standard Uniform Loads(plf) Vert:1-2=-72,2-22=-72,9-17=-18 Concentrated Loads(Ib) I Vert: TrapezoidalalLoads(plf) Vert:22=-72-to-8=-126 I I I I I I I I I I I I I I meen Ni 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 MIre 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/TM Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961894 I1367-4S B06 MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 8 Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 16:22:46 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-Kw0005XXArKnaejNXkhjSrWrrNuQOntNFOGD17zS3dN 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 1 1 2_ 19 3_ 20 4 21 5 22 23 6 24 7 25 26 8 It O• N n &AAIk/ �Y u u �1 ' 151i17 16 la 27 3123132W33 30 9 11 3x4 = 3x4 = 5x6 = 3x6 = 3x4 3x4 = 3x6 I 4x8 = II I 5-9-8 10-9-8 15-9-8 20-9-8 23-6-12 2311 8 25-9-8 28-9-0 5-9-8 5-0-0 5-0-0 5-0-0 2-9-4 0-2-i2 2-0-0 2-11-8 ITPlate Offsets(X,V)-- [4:0-3-0,0-3-0],[13:0-3-0,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP CLL 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 I BCLDL 10.0 1.0 Rep Stress Incr NO WB 0.58 Horz(CT) 0.04 11 n/a n/a BCDL 9.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.05 14 >999 240 Weight:143 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc purlins, 'BOT CHORD 2x4 DF No.1&Btr except end verticals. WEBS 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 2.1 E REACTIONS. (lb/size) 16=1002/Mechanical,11=2016/0-5-8 I 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. TOP CHORD 2-16=-565/58,3-4=-1553/266,4-5=-1975/365,5-6=-1634/301,6-7=-603/620, I7-8=-168/591,8-9=-35/526 BOT 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 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-3-8,Interior(1)3-3-8 to 28-6-4 zone;cantilever left and right Iexposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate © P j( � grip DOL=1.60 K �sc0 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);CategoryII;Exp B;Partially Exp.;Ct=1.10 \c0 No t N E� /7 3)Provide adequate drainage to prevent water ponding. �j I, 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. NJ -7,, I *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 8920®PE will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. Q r m.. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) i 16=189,11=366. ,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 -9 OREGON 4.0,panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. .4.. ,f 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 .41/' 14, d `�— 28-6-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. lP 0' LOAD CASE(S) Standard I 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: - 1- 01 9 April 11,2019 .ontinll d on nane 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 9 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 1 .1111 building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek 250 Klug Circle is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S 1(5961894 1367-4S 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 16:22:46 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-Kw0005XXArKnaejNXkhjSl W rrNuQOntN FOGD17zS3dN 'LOAD 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 � 1 I I I I I Ae WARNING-Verify design parameters and READ NOTES ON TRIS AND INCLUDED M1TEK REFERENCE PAGE MU-7473 rev.10/032015 BEFORE USE. NutDesign valid for use only with MITelt®connectors.This design is based only upon parameters shown,and is for an individual building component,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 ANSUTPIf Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961895 1367-4S CO1 MONO TRUSS 90 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 a Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 16:22:46 2019 Page 1 ID:jaigHA2yM7LWX3u1 OVv7rizjVrO-Kw0005XXArKnaejNXkhjSIWz1 NxkOuENFOGD17zS3dN I2-9-0 560 2-9-0 2-9-0 1.5x4 II 3x4 = 1.5x4 II Scale=1:16.9 0.25 112 1 2 10 3 11 4 5 1.11111 rlIl4/Mrl I. I 3x6 = 12 7 9 3x6 = I 8 6 5-6-0 5-6-0 ,LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.10 7-8 >581 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.77 Vert(CT) -0.23 7-8 >262 240 TCDL 11.0 Rep Stress lncr YES WB 0.10 Horz(CT) 0.00 7 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-MP Wind(LL) 0.00 8 **** 240 Weight:29 lb FT=20% IBCDL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, BOT CHORD 2x4 DF 2400F 2.0E except end verticals. ,WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 8=247/Mechanical,7=248/Mechanical Max Horz 8=81(LC 11) Max Uplift 8=-61(LC 8),7=-29(LC 12) Max Gray 8=637(LC 24),7=610(LC 27) 'FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-594/45,4-7=-526/59 BOT CHORD 7-8=-137/292 ▪WEBS 3-8=404/128,3-7=-404/151 ▪NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)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 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. "t I5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide r+,t �/!��� will fit between the bottom chord and any other members. '�, C 6)Refer to girder(s)for truss to truss connections. �Cj I NE-$' /© 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,7. (.r /4- 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 44✓ -'$% panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 89200P E r' LI 4 OREGON�� ,� /�j Y 74, �4 �}- .RRII.k- ' 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. 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 RA T building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 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 Job Truss Truss Type Qty Ply 21367-4S K5961896 1367-4S 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 16:22:47 2019 Page 1 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-o6aOdRX9x8SeCola5RDy_V28nnHzIGCXU20mZZzS3dM I2-9-0 560 I 2-9-0 2-9-0 1.5x4 3x4 = 1.5x4 I I Scale=1:16.9 0.25 112 1 2 10 3 t1 4 5 I II II MI MIM 111 ll 1111A1116.11111 ' I 11_11111r1 12 9 6x6 = 7 6x6 = I 8 6 I 5-6-0 I 5-6-0 'LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP T 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 BCLL 0.0 * Code IBC2015/TP12014 Matrix-MP Wind(LL) 0.00 8 **** 240 Weight:29 lb FT=20% I BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, BOT CHORD 2x4 DF 2400F 2.0E except end verticals. IWEBS 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) 'FORCES. (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 BOT CHORD 7-8=-829/815 111 WEBS 3-8=-1106/1136,3-7=-1134/1158 111 NOTES- 1)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)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 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 ��} P R(� I will fit between the bottom chord and any other members. , 6)Refer to girder(s)for truss to truss connections. ` Ti��I N> .. /© 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) C� �j 8=788,7=725. 41./ -G` 8)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 I panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 89200 PE t' J �� 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 ,p loads along bottom chord from 0-0-0 to 5-6-0 for 300.0 plf. ' II 4 OREGON �4/ <0 4 14, 24 ,* PRO- ' 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 MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the I fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIf Quality Criteria,OSB-B9 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961897 1367-4S 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 16:22:48 2019 Page 1 I D:jaigHA2yM7LWX3u 1 OVv7rizjVrO-G I7nrmYoiSaVgytmf8kBXjbLvBcuUiwgjilJ6?zS3dL I2-9-0 560 2-9-0 2-9-0 0.25 12 Scale=1:16.6 1 2 10 11 3 12 4 5 3x4 I I - x' IEll MEI • 1 - r !s 13 7 6x6 = 9 6x6 = I 8 6 5-6-0 5-6-0 'LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TILL 25.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.10 7-8 >581 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.86 Vert(CT) -0.23 7-8 >262 240 TCDL 11.0 Rep Stress Incr NO WB 0.48 Horz(CT) 0.00 7 n/a n/a BILL 0.0 Code IBC2015/TPI2014 Matrix-MP Wind(LL) 0.00 8 "" 240 Weight:33 lb FT=20% I BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, BOT CHORD 2x4 DF 2400F 2.0E except end verticals. IWEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. RACTIONS. (lb/size) 8=598/Mechanical,7=397/Mechanical Max Horz 8=241(LC 32) Max Uplift 8=-826(LC 30),7=-728(LC 39) Max Gray 8=1049(LC 57),7=847(LC 50) 'FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-663/115,2-3=-775/783,3-4=-774/773,4-7=-509/51 BOT CHORD 7-8=-905/980 IWEBS 3-8=-1288/1186,3-7=-1344/1247 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)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 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads." P � '5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �} PRO will fit between the bottom chord and any other members. t� 6)Refer to girder(s)for truss to truss connections. �CJ� � � wo 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) C;1 7 I8=826,7=728. AP 0.-- f 8)This truss has been designed for a moving concentrated load of 250.01b live and 250.01b dead located at all mid panels and at all 89200P� 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. 10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)534 lb down and 203 lb up at i 1-9-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. -9 OREGON 4, 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 4- �4 0 4 2 ,tb .. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 4E R R t�,..1- Uniform Loads(plf) Vert:1-2=-72,2-4=-72,4-5=-72,6-9=-18 EXPIRES: 12-31-2019 April 11,2019 ontinued 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. l Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ;Tek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ii Mt, I fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle ill Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 J Job Truss Truss Type Qty Ply 21367-4S K5961897 1367-4S C01-DMS MONO TRUSS 2 1 Job Reference(optional) i Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 16:22:48 2019 Page 2 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-Gl7nrmYoiSaVgytmf8kBXjbLvBcuUiwgjilJ6?zS3dL 'LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:11=-500(F) I I 1 I I I I I I I I I I I I IA WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 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,notIME1t, a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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� is always required for stability and to prevent collapse 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 Job Truss Truss Type Qty Ply 21367-4S K5961898 1367-4S C01-MS 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 16:22:49 2019 Page 1 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-kVh926ZQTmiM R6SyDsFQ3w8Wfby7DFdgxMVteRzS3dK 2-9-0 5-6-0 2-9-0 2-9-0 0.25 12 3x4 H Scale=1:16.6 1 2 10 11 3 12 4 5 3x4 H — - MN - c .111111111111111111111 13 9 3x8 = 7 3x6 = I 8 6 5-6-0 5-6-0 'LOADING (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) -0.10 7-8 >581 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.86 Vert(CT) -0.23 7-8 >262 240 TCDL 11.0 Rep Stress Incr NO WB 0.13 Horz(CT) 0.00 7 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MP Wind(LL) 0.00 8 "" 240 Weight:331b FT=20% I BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, BOT CHORD 2x4 DF 2400F 2.0E except end verticals. 'WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=598/Mechanical,7=397/Mechanical Max Horz 8=79(LC 11) Max Uplift 8=-125(LC 8),7=-58(LC 12) Max Gray 8=793(LC 24),7=676(LC 27) 'FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-663/115,4-7=-509/49 BOT CHORD 7-8=-215/375 WEBS INOTES- 3-8=-511/235,3-7=-511/255 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 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide [} P R�F� will fit between the bottom chord and any other members. s 6)Refer to girder(s)for truss to truss connections. �Gj �GI N�F /a 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7 except(jt=lb) .- ' 7 j I8)Th s truss has been designed for a moving concentrated load of 250.0Ib live and 250.OIb dead located at all mid panels and at allCt-mj $�200PE 9f 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)534 lb down and 203 lb up at _ j 1-9-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. ! 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �� X LOAD CASE(S) Standard 1.--- "Py OREGON11, 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 /0 �'4 1'' 14 '20 t Veil:12 i i Uniform - =-72,2-4=-72,4- 5=-72,6-9= / 18 �p RIO- '9 I Concentrated Loads(Ib) '- Vert:11=-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. 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 properly incorporate this design into 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 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,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 Job Truss Truss Type Qty Ply 21367-4S K5961899 1367-4S 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 16:22:50 2019 Page 1 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-ChFXGSa2E3gD3G 18mZmfc8gis?RTygAzAOEQAuzS3dJ I 1-10-8 1-10-8 1 3x4 = 1.5x4 II Scale=1:10.9 2 7 3 4 1 1 ♦ ♦ •. ♦♦. ♦♦ ♦...♦. :•. ♦ .: Oi♦i♦•♦♦i♦♦♦i♦♦♦•i•i♦♦♦•i♦i♦♦♦ii•♦• 41.•♦i♦ii♦Oii♦i♦i♦i♦i♦iVs,.•6 ♦i♦♦♦i♦i♦i♦♦i♦i♦♦♦i♦i♦i♦♦♦i♦i♦i♦i♦♦♦i♦i♦♦i♦i♦i♦i♦i♦i:...••. OOOOOOOi♦i♦i♦i♦i♦i♦i♦i♦i♦iiii♦i0i♦i♦iii♦i♦i♦i♦Oi�''O • ♦�Oii♦ii♦ii♦i♦i♦i♦i♦i♦ii♦i♦ii♦i♦0i♦i♦i♦i♦i♦i♦i♦iii♦i,�,�♦♦i♦iS. I 1.5x4 II 6 8 6x6 = 5 I 1-10-8 1-10-8 _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.17 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 lncr YES WB 0.24 Horz(CT) -0.00 6 n/a n/a BOLL 0.0 Code IBC20151TP12014 Matrix-P Wind(LL) 0.00 6 **** 240 Weight:10 lb FT=20% I BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, BOT CHORD 2x4 DF No.1&Btr except end verticals. 'RWEBS 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) 'FORCES. (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 BOT CHORD 5-6=-382/384 WEBS 2-5=-617/617 IOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)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 I TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 wider �{ fi fi Iwill fit between the bottom chord and any other members. ® Q G 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 313 lb uplift at joint 6,215 lb uplift at joint 1 and 405 lb uplift at joint 5. , �G t N E�. /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 /- panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 44./ ��� "y'�,* '8)This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 300.0 plf. 74. OREGONA,tx I4tv� /6 714, 2a 0..4 RR 10- IEXPIRES: 12-31-2019 April 11,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. " Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 1 Job Truss Truss Type Qty Ply 21367-4S K5961900 1367-4S 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 16:22:51 2019 Page 1 I D:jaigHA2yM7LWX3u 1 OVv7rizjVrO-htpvToag?Ny4hQcLKHHu9LDtZOnih7E6Pg_iKzS3dl 1 1 10 8 1-10-8 1 1.5x4 II 3x4 = Scale–1:11.5 2 7 3 4 1 i 1 — 1 •••.•••.•••..•..•.. .. ......,.•.•. ...•...•....•••......•.....••• rir•...❖...•.........•••.. ....................•......................•..•.. ...•.......•,,, •••...•..••••••....•.....•••...•••......•* •.....••..•..• .•................ ........... . ... ............ . . 0000•0••••00❖00• •••••• ••❖❖•O.<;:•: • .•.o❖.•••❖••••oo •o•❖.00 •❖•❖.••••�oOtO .❖.•o.•o.❖.❖.❖.❖.❖.❖.o❖.❖.❖.❖.•.a�:.•O. 1 1.5x4 II 6 8 6x6 = 5 1-10-8 1-10-8 (LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.00 5-6 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.21 Vert(CT) -0.00 5-6 >999 240 TCDL 11.0 Rep Stress Incr YES WB 0.25 Horz(CT) -0.00 6 n/a n/a IBCLL 0.0 Code IBC2015/TPI2014 Matrix-P Wind(LL) 0.00 6 "" 240 Weight:10 lb FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, BOT CHORD 2x4 DF No.1&Btr except end verticals. IWEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 1-10-8. (Ib)- Max Horz 1=-129(LC 30) Max Uplift All uplift 100 lb or less at joint(s)except 6=-331(LC 32),1=-204(LC 64),5=-441(LC 31) Max Gray All reactions 250 lb or less at joint(s)5 except 6=536(LC 68),1=497(LC 62),5=532(LC 69) I FORCES. (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 BOT CHORD 5-6=-384/386 1 WEBS 2-5=-649/649 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right 1exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide P F Iwill fit between the bottom chord and any other members. �} Q G 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 331 lb uplift at joint 6,204 lb uplift at G610 joint 1 and 441 lb uplift at joint 5. ,, OI N� `0 7)This truss has been designed for a moving concentrated load of 250.OIb live and 250.0Ib dead located at all mid panels and at all C^1^ - panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. $ OOP 'At'" I8)This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-8 for 300.0 plf. 147 OREGON 1,0 "411' 14, .2-C) 114Z•• �R R 10- ' 1 EXPIRES: 12-31-2019 April 11,2019 9 mit A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the I fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961901 1367-4S EB3 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 16:22:52 2019 Page 1 I D:jaigHA2yM7LWX3u1 OVv7rizjVrO-94NHh8blmh5xlZBXu_o7hZm2To7xQbOGdKjXFmzS3dH I 1-10-8 1 1-10-8 1.5x4 II 3x4 = Scale=1:8.3 2 7 3 4 I I I •i�i�i•4kiivi4i������:ii:iiii4r.:::ii:iiiiii�t***ii7 444i444444i4i4i4i4444i4444C� 44.04 ♦444444••44444444444444444444••4.44•4•4.4044. 44♦ •4iii4iiiiiiiiii4i4ii•�•ii•Ocii• I •••••4•••4.••4• .• 4•••4.4.44.•••4•.4••. •••.•••4• p�•••..•O�•�4�•�O••O•.•..•••••�4�••�4••O�•4...0••�•t•�4�•••�•�4�4�:G•i•O.O•• • ♦4•♦♦••••♦••44.44•♦••4••••44•••••4••44.4•'.x•4••. ii4i4ii ••iiiiiiii4ii4i•`• !''D • ii44iii • ••••••$•••••• 4•iiiiiii•iii•••4i4i4••ii•iii••••••4444iIit$•••�••.••• •••••4••.••..•..+....•4•••4••4.440•••.•••••••••4•••04.4.04••••4••*..+4.s 4• ••iiiii-•❖•4•ilii•••i.1..1--•••••4•••••i•.•iii. 4•iiiii 1*:-•ii 1 I 6 8 3x4 = 5 1-10-8 1.5x4 H 1-10-8 'LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 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 BCLL 0.0 Code IBC2015/TP12014 Matrix-P Wind(LL) 0.00 6 **** 240 Weight:8 lb FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, BOT CHORD 2x4 DF No.1&Btr except end verticals. IWEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. EACTIONS. All bearings 1-10-8. (lb)- Max Horz 1-108(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) 'FORCES. (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 BOT CHORD 5-6=-374/375 IWEBS 2-5=-497/497 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 : - 6 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. PspoR R 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 225 lb uplift at joint 6,268 lb uplift at I � F{6'y joint 1 and 254 lb uplift at joint 5. �CQ �GI N /© 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 T panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 44-1 ' ~Q 8)This truss along bottom designe f om 0r 0-0 to a dra 8 fodr 300.0 pof 300 Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag I 89G^d0 �` i I yL- 4.OREGON�, �itl <0 Itk 14, 2P ,�' RRi .\- 5 EXPIRES: 12-31-2019 April 11,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not imam a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Kit MiTekg 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?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 i Job Truss Truss Type Qty Ply 21367-4S K5961902 1367-4S 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 16:22:53 2019 Page 1 I D:jaigHA2yM7LWX3u 1 OVv7rizjVrO-dGxfuUcwX_DowjmjSiJM EmICBCTA90oPs_T4nDzS3dG 1-10-8 1-10-8 1 3x4 = 1.5x4 III Scale=1:14.1 2 7 3 4 1 1 ��•iii•�i�•���i�i•••:� • Oi•i•ii•iitii• i•i•iiO•i'Q I 6 8 6x6 = 5 3x6CSIII 1-10-8 1-10-8 'LOADNG (psf) SPACING- 2-0-0 I. DEFL. in (loc) I/dell Lid PLATES GRIP Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.00 5-6 >999 360 MT20 220/195 (RoofTCLL Snow=25.0)25.0 Lumber DOL 1.15 BC 0.21 Vert(CT) -0.00 5-6 >999 240 TCDL 11.0 Rep Stress Ina YES WB 0.31 Horz(CT) -0.01 6 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-P Wind(LL) 0.00 6 ***" 240 Weight:12 lb FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, BOT CHORD 2x4 DF No.1&Btr except end verticals. IWEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. 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) ,FORCES. (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 BOT CHORD 5-6=-393/395 WEBS 2-5=-805/805 IOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. x2 [} R I 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 402 lb uplift at joint 6,202 lb uplift at .� �` finst joint 1 and 596 lb uplift at joint 5. �Gj `i���N��`7 /� 7)This truss has been designed for a moving concentrated load of 250.0Ib live and 250.0Ib dead located at all mid panels and at all 7j panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. g9,��}�R 'Sj1,, I8)This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag , loads along bottom chord from 0-0-0 to 1-10-8 for 300.0 plf. ' MB m yr Ct. I -yL, ,"OREGON <rf '/6 ' Y 14 `2.C)� 4 &- \- e' R R t L IEXPIRES: 12-31-2019 April 11,2019 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEN REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. meow Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notlot a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall g��qa building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IYI ileke is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?PII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961903 1367-4S 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 16:22:53 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-dGxfuUcwX_DowjmjSiJM EmIDpCU R93mPs_T4nDzS3dG I2-0-0 I 2-0-0 Scale=1:22.0 1 7 1.5x4 II 1 2 4x8 = 1 - EMLI I o II4x4 = N 8 0 ■ 10 4 6 3x4 = I 5 3x6 II 2-0-0 2-0-0 Plate Offsets(X,Y)-- [3:0-1-12,0-2-0] _ I LOADING (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 TCDL 11.0 Rep Stress Incr NO WB 0.12 Horz(CT) -0.00 8 n/a n/a ,BCLL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:16 lb FT=20% 1 BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr except end verticals. 'WEBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800E 2.i E OTHERS 2x4 DF No.1&Btr REACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 I Max Horz 6=-i39(LC 8) Max Uplift 6=214(LC 8),8=-264(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) IFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-647/72,4-8=-49/516,3-8=-564/381 WEBS 3-5=-351/370 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; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. I 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. R��} PR�F� 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide $(, `, will fit between the bottom chord and any other members. �Gj AGI N���4' /Q`' 6)Refer to girder(s)for truss to truss connections. '7 /' 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �/ *7 1capacity of bearing surface. 89200PE r 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 214 lb uplift at joint 6 and 264 lb uplift at /► joint 8. 9)This truss has been designed for a moving concentrated load of 250.0Ib live and 250.0Ib 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. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. OREG�) Lfjj I 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at L.- 2/ -b` A 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. }' Q4 4 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 7 a '&?' --RRt1..L LOAD CASE(S) Standard I 1)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 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 MiTek' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 1 A iTek' 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 ANSUTP/1 Quality Criteria,OSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961903 1367-4S 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 16:22:54 2019 Page 2 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-5SV25gdYIILfYtLw?Prbm_rOZcggu WOZ5dCeJfzS3dF ,LOAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) Vert: ITrapezoidalalLoads(pit) 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 MiTek' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse 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 ACSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 'Job Truss Truss Type Qty Ply 21367-4S K5961904 /1367-4S 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 16:22:54 2019 Page 1 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-5SV25gdYl I LfYtLw?Prbm_rOZcggu W 1 Z5dCeJfzS3dF 2-0-0 I 2-0-0 Scale=1:22.0 111 7 1.5x4 1 2 I 4x8 = :w=, o i O„ 4x4 = c i 0■,_, 8 k ME O 10 4 6 3x4 = I 5 3x6 2-0-0 2-0-0 Plate Offsets(X,Y)-- [3:0-1-12,0-2-0]] (psf) SPACING- 2-0-0 CSI. DEFL. in (lc) I/deft L/d PLATES GRIP CLLLL25.0 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 TCDL 11.0 Rep Stress Ina NO WB 0.12 Horz(CT) -0.00 8 n/a n/a CLL 0.0 * Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:161b FT=20% CDL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr Bexcept 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 IREACTIONS. (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) 'FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-647/70,4-8=-48/516,3-8=-564/381 WEBS 3-5=-349/368 NOTES- '1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. n 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.} PR v�fi I *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide =(, will fit between the bottom chord and any other members. `Cj� I N��'T �f�� 6)Refer to girder(s)for truss to truss connections. C^t 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 'tU -'Q IIcapacity of bearing surface. $9a�}� { 8)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. „'07• 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 ,IL • •• le 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. ,g_OREGON /jj ,11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at �i `*7 ��` +C 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. ` "'- -' 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). / 7 4' jP '�FRR 1L�- LOAD CASE(S) Standard I 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPC RES: - 1-2 1 9 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 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 ANSUTP/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 Job Truss Truss Type Qty Ply 21367-4S K5961904 1367-4S 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 16:22:54 2019 Page 2 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-5SV25gdYI ILfYtLw?Prbm_rOZcgguW 1 Z5dCeJfzS3dF LOAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) I VLoad82 TrapezoidaallLoads(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 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 5MI-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 ANSUTPIf 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 Rob Truss Truss Type Qty Ply 21367-4S 11367-4S EJ03 SPECIAL 2 1 K5961905 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 16:22:55 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-Zf2QJAeB3cTWA1w6Z7MgJBOZJO9udzHiKHyBr5zS3dE P2-0-0 2-0-0 Scale=1:22.0 I 7 1.5x4 1 2 4x8 = I irrAlc: 4x4 =i : m min 1 _ N � 8 1 10 4 6 3x4 = p 5 3x6 1 2-0-0 1 2-0-0 Plate Offsets(X,V)-- [3:0-1-12,0-2-0] P LOADING (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 TCDL 11.0 Rep Stress Incr NO WB 0.12 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:17 Ib FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, I BOT CHORD 2x4 DF No.1&Btr except end verticals. WEBS 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 'REACTIONS. (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) 'FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-647/69,4-8=-48/516,3-8=-564/380 WEBS 3-5=-348/367 NOTES- '1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. P 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. [} (1 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 , 1J will fit between the bottom chord and any other members. �GQ � �N��h s, 6)Refer to girder(s)for truss to truss connections. ,,? T 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify '('{l �'V capacity of bearing surface. I 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 213 lb uplift at joint 6 and 263 lb uplift at $9200(3 truss joint + . 9)This trhas 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. ,f CC 11110)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. -� OREGON b` 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at �. fi 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. �}` rt 4 2� 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �jy ' 0*'. RI LOAD CASE(S) Standard I 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12- 1- 019 April 11,2019 ontinued 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. Mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall r� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 ANSI TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961905 1367-4S 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 16:22:55 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-Zf2QJAeB3cTWA1w6Z7MgJBOZJO9udzHIKHyBr5zS3dE ILOAD 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 1 I I I I I I I va __ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE(411-7473 rev.10/03/2015 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 M iTek° 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 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 Job Truss Truss Type Qty Ply 21367-4S K5961906 1367-4S 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 16:22:56 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-1 rcoWWepgvbMnBUl7gt3sPwk3PV7MQYsYxhIOXzS3dD 1 I 2-0-0 2-0-0 Scale=1:22.0 I 7 1.5x4 11I�, I 1 2 4x8 = • o N : ir: iiuI :4 x = o i cIN „ 4 10 4 6 3x4 = I 5 3x6 11 2-0-0 2-0-0 Plate Offsets(X,Y)-- [3:0-1-12,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/deft Ud I PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 4-5 >999 240 TCDL 11.0 Rep Stress Incr NO WB 0.12 Horz(CT) -0.00 8 n/a n/a I BCLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:17 lb FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr I 2x4 DF Stud/Std*Except* except end verticals. 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 ,REACTIONS. (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) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. I CHORD 2-5=-648/68,4-8=-47/517,3-8=-564/380 WEBS 3-5=-346/365 NOTES- '1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. ,4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��® PR 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide (, Ores will fit between the bottom chord and any other members. , � G I E `7 �/� 6)Refer to girder(s)for truss to truss connections. C;} 7 /fj 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify $� Q�p E -fir, capacity of bearing surface. I 8)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. 101111", ` 9)This truss has been designed for a moving concentrated load of 250.0Ib live and 250.0Ib dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. I 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at OREGON (j �� �� Q�� /"...1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. }r 14, '2 /,...412) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). RRtL..- LOAD CASE(S) Standard I 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 11,2019 ¶ntinitpd on nano 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/0312015 BEFORE USE.Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is foran 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 iY'ilekis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961906 1367-4S 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 16:22:56 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-1 rcoW WepgvbMn BU I7gt3sPwk3PV7MQYsYxhIOXzS3dD ILOAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) Vert:3=-82 ITrapezoidal 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 1 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. 1 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 R��p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing I V I t Bp,.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 ANS!?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 Job Truss Truss Type Qty Ply 21367-4S K5961907 1367-4S 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 16:22:56 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-1 rcoWWepgvbMnBUl7gt3sPwk3PV7MQYsYxhIOXzS3dD I I 2-0-0 2-0-0 Scale=1:22.0 111 1.5x4 II I 1 2-Ilk w aII418 = 4x4 = aD N N II El. „ B o o 10 4 6 3x4 = I5 3x6 I I 2-0-0 2-0-0 Plate Offsets(X,Y)-- [3:0-1-12.0-2-0] OADING (psf) CLL 25.0 SPACING- 2-0-0 CSI. DEFL- in (loc) I/dell L/d PLATES GRIP 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 TCDL 11.0 Rep Stress Incr NO WB 0.12 Horz(CT) -0.00 8 n/a n/a 'BCLL 0.0 * Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:171b FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, i OT CHORD 2x4 DF No.1&Btr Br 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 ,REACTIONS. (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) 'FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-648/67,4-8=-47/517,7/517,3-8=-564/379 WEBS 3-5=-345/364 NOTES- '1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. ,4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � d PR t��fi 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide tS will fit between the bottom chord and any other members. �Gj� ��Gt Nf0 6)Refer to girder(s)for truss to truss connections. /fj 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �<</ g4� "9PE t" Icapacity of bearing surface. 8)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. j,,� 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 4. -- 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. '11) Hanger(s) OREGON 44/ or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at w '"�/ �b` , 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. O )" 14, �4 1�`� { ,� - 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 441 . 4?j PRIL LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 11,2019 r.... A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/0372016 BEFORE USE. ` Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeI ANS4f F/1 Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961907 1367-4S 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 16:22:56 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-1 rcoW WepgvbMnBUI7gt3sPwk3PV7MQYsYxhIOXzS3dD ILOAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) I Vert:3=-82 Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-i35(F=-63)-to-3=-146(F=74) I I I I I 1 1 I I I 1 1 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. mem 11011 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 !V I iTeke 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 Job Truss Truss Type Qty Ply 21367-4S K5961908 1367-4S 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 16:22:57 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-V 1 AAkrfRbDjDPL3VhXOlOcTvopgL5to?nbRlw_zS3dC 1 I 2-0-0 2-0-0 Scale=1:22.0 I 7 1.5x4 I1 2 4x8 = -•M=, o� cio I 1.011 iii 4x4 = m c?, N Bo 1itraMMILI 10 4 63x4 = 1 5 3x6 I I 2-0-0 2-0-0 ITPlate Offsets(X,Y)-- [3:0-1-12,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 4-5 >999 240 ITCDL 11.0 Rep Stress Incr NO WB 0.11 Horz(CT) -0.00 8 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:17 lb FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, BOT 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 'REACTIONS. (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) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-5=-648/66,4-8=-46/517,3-8=-564/379 EBS 3-5=-344/362 NOTES- '1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. P R I 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �} 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �C N� f will fit between the bottom chord and anyother members. w` T 6)Refer to girder(s)for truss to truss connections. ,SO' l� �1'i 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify - 89200PE "yf„ Icapacity of bearing surface. 8)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.OIb live and 250.OIb dead located at all mid panels and at all L � panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. Cr 40 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. OREGOtoN'11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at 4- ONtt k• 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. O }- 14 2. t' r 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ' OR � RR1L�- LOAD CASE(S) Standard I Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 (RES: _ 1_2 019 April 11,2019 .ontinued on nane 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MY-7473 rev.10/03/2015 BEFORE USE. * Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall `d building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iViiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961908 1367-4S 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 16:22:57 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-V1 AAkrfRbDjDPL3VhXOlOcTvopgL5to?nbRlw_zS3dC ILOAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) Vert: Load82 TrapezoidaallLoads(pit) 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 mm AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 ony.Additional temporary and permanent bracing (YI ileke 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 ANSITP/1 Qua250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314.lity Criteria,DSB-89 and BCSI Building Component Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961909 1367-4S EJ07 SPECIAL 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 16:22:58 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-zEkYxBg3MXr41UehEFvXxq?4YDAagK280FArSQzS3dB I 2-0-0 2-0-0 Scale=1:22.0 I 7 1.5x4 II I1 2 4x8 = i - al Jr ,op c) 1011 4x4 = p a m N O 10 4 6 I 5 3x4 3x6 2-0-0 2-0-0 Plate Offsets(X,Y)-- [3:0-1-12,0-2-0] I LOADING (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 TCDL 11.0 Rep Stress Incr NO WB 0.11 Horz(CT) -0.00 8 n/a n/a BCLL 0.0 Code IBC20151TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:17 lb FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, IBOT CHORD 2x4 DF No.1&Btr except end verticals. WEBS 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 (REACTIONS. (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) IFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-648/65,4-8=-45/517,3-8=-564/378 WEBS 3-5=-343/361 NOTES- '1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. fir 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.I [} PR( C 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 �, t will fit between the bottom chord and any other members. -Co ��GI N� R <2 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 ��✓ 8� �� 9t� Icapacity of bearing surface. 8)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. A, 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. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.I OREGON to 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at - ` j 253 0- 12) 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. Q �'' 14 0- 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 4j RRtL�- LOAD CASE(S) Standard I 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-201 9 April 11,2019 r MEM ®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 MiTekt5 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 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 ANS4TPII Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961909 i 1367-4S EJ07 SPECIAL 2 1 Job Reference(optional) J Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 16:22:58 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-zEkYxBg3MXr41UehEFvXxq?4YDAagK280FArSQzS3dB ILOAD 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 IMMO A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03!2015 BEFORE USE. immi 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 iVliTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961910 1367-4S 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 16:22:58 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-zEkYxBg3MXr41UehEFvXxq?4YDAagK280FArSQzS3dB 1 I 2-0-0 I 2-0-0 Scale=1:22.0 I 7 1.5x4 II I1 2 4x8 = iiI4 o k MEI B e= I O O . 10 4 6 3x4 = 5 3x6 I I 2-0-0 2-0-0 IPlate Offsets(X,Y)-- [3:0-1-12.0-2-0] LOADING (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 TCDL 11.0 Rep Stress Incr NO WB 0.11 Horz(CT) -0.00 8 n/a n/a I BCLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:171b FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, BOT 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 IREACTIONS. (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) ,FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-648/64,4-8=-45/517,3-8=-564/378 WEBS 3-5=-341/359 NOTES- '1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. '4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �(�[} �R Qf . 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide tS will fit between the bottom chord and any other members. SCJ ,.G t N E-L"ty /(� 6)Refer to girder(s)for truss to truss connections. C. '':15) 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. jg {}�}pv f' I8)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 250.0Ib 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. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. I 11)Hanger(s) OREGON ON 4, or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at L- Nb` k1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. )' '�- 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). % 7 4' 2.aQ 111 . /t,43 LOAD CASE(S) Standard I 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: - 1-2019 April 11,2019 .ontinued on nane 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mt1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTekII 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 TP/7 Qulity 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 22314amum. Corona,CA 92880 ob Truss Truss Type Qty Ply 21367-4S K5961910 1367-4S 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 16:22:58 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-zEkYxBg3MXr41UehEFvXxq?4YDAagK280FArSQzS3dB 'LOAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) Vert:3=-82 I 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 1I I I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03!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 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall T building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Miele is always required for stability and to prevent collapse 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/7 Qu250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314ality Criteria,DSB-89 and BCSI Building Component �� . Corona,CA 92880 ob Truss Truss Type Qty Ply 21367-4S K5961911 1367-4S 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 16:22:59 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-SQIx9Xhh7gzxeeDtoyQmT1 YFIdWoZnU I EvwP_szS3dA 2-0-0 2-0-0 Scale=1:22.0 I 7 1.5x4 I I I1 2 4x8 = 111 =, 4x4 = 9 I " °D v N I„ 8 ti ME O O s, MillaMill 12 4 I 6 5 3x4 = 3x6 I I 2-0-0 2-0-0 IPlate Offsets(X,Y)-- [3:0-1-12,0-2-0] LOADING (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 TCDL 11.0 Rep Stress Incr NO WB 0.10 Horz(CT) -0.00 8 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:18 lb FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, 'BOT CHORD 2x4 DF No.1&Btr except end verticals. WEBS 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 ,REACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-125(LC 8) Max Uplift 6=-i94(LC 8),8=-244(LC 9) Max Gray 6=553(LC 24),8=585(LC 33) ,FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-648/62,4-8=40/517,3-8=-564/346 WEBS 3-5=-305/323 NOTES- '1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. I This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � �} 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �, ' will fit between the bottom chord and any other members. ii��� 1 tfp 6)Refer to girder(s)for truss to truss connections. C;1 E 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify t�/ ' ' capacity of bearing surface. g� aQP 8)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. 4 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 irk panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 1 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 17 OREGON 4/11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at L- \ is, 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). /� 14, LOAD CASE(S) Standard R t O' I Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 11,2019 .nntintart nn nano 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mft-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 ;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 ANSIITPlt Quality Criteria,DSB-89 and BCSI Building Component mem 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 21367-4S K5961911 1367-4S 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 16:22:59 2019 Page 2 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-SQIx9Xhh7gzxeeDtoyQmT1 YFIdWoZnU IEvwP_szS3dA 'LOAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) Vert:3=-82 I 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 11 I I I I �� A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mff-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 t building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 'y(iTek° 1 is always required for stability and to prevent collapse 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 TPIY Qu250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314.aflty Criteria,DSB-89 end BCS/Building Component Corona,CA 92880 ob Truss Truss Type Qty Ply 21367-4S K5961912 1367-4S 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 16:23:00 2019 Page 1 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-wcsJMthJt85oGoo3Mgx?0F5Q21 51 I EmRTZfyXJzS3d9 2-0-0 2-0-0 Scale=1:22.0 I 7 1.5x4 I I I J1 = 4x8 'I- I 914x4N„ 8 I 0 VV.. 0 12 4 6I 3x4 = 5 3x6 I I 2-0-0 2-0-0 Plate O1ffsetX,Y)- j3:0-1-12,0-2..O] _ LOADING (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 'TCDL 11.0 Rep Stress Incr NO WB 0.10 Horz(CT) -0.00 8 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:18 lb FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, ,BOT CHORD 2x4 DF No.1&Btr except end verticals. WEBS 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 'REACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-123(LC 8) Max Uplift 6=-191(LC 8),8=242(LC 9) Max Gray 6=553(LC 24),8=585(LC 33) ,FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-648/61,4-8=-39/517,3-8=-563/341 WEBS 3-5=-300/317 NOTES- '1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 ,3)Provide adequate drainage to prevent water ponding. n 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. P R cos)*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 '� 1J will fit between the bottom chord and any other members. ��Co Li�Git .e. /0 6)Refer to girder(s)for truss to truss connections. T 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify '4t ” capacity of bearing surface. 4t" 89200P f 1 8)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 250.0Ib dead located at all mid panels and at all W,_ ' 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. / OREGON 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at Ir �tx A,1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. t2, '� 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 7�' ILOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EX RES. 12-31-2019 April 11,2019 ...I -. •I ...-. t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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,058-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 ob Truss Truss Type Qty Ply 21367-4S K5961912 1367-4S 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 16:23:00 2019 Page 2 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-wcsJMthJt85oGoo3Mgx?0F5Q21 s1 I EmRTZfyXJzS3d9 ,LOAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) I Vert:3=-82 Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-i35(F=-63)-to-3=-146(F=-74) I I I I I I I I 1 I I I I h 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[fel('e l(" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITP11 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 Iob Truss Truss Type Qty Ply 21367-4S K5961913 1367-4S 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 16:23:00 2019 Page 1 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-wcsJMthJt85oGoo3Mgx?0F5Q21 s1 IEoRTZfyXJzS3d9 I 2-0-0 I 2-0-0 Scale=1:22.0 I 7 1.5x4 11 4x8 = I 1 2 -U—=, maD 9 N CO 0Naxa = N♦/10Il ,, B I O 4 O 12 a I 6 5 3x4 = 3x6 I I 2-0-0 2-0-0 Plate Offsets(X,V)-- [3:0-1-12,0-2-0] LOADING (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 I TCDL 11.0 Rep Stress Incr NO WB 0.10 Horz(CT) -0.00 8 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:18 lb FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, ,BOT CHORD 2x4 DF No.1&Btr except end verticals. WEBS 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 'REACTIONS. (Ib/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-121(LC 8) Max Uplift 6=-188(LC 8),8=239(LC 9) Max Gray 6=553(LC 24),8=585(LC 33) 'FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-648/60,4-8=-38/517,3-8=-563/336 WEBS 3-5=-294/311 NOTES- '1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. ry n I 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.® r n a fi 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide t will fit between the bottom chord and any other members. c;-.. 6) N E� /y 6)Refer to girder(s)for truss to truss connections. /91 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �4CI . 7i' ' capacity of bearing surface. ,Op 8)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.OIb live and 250.OIb dead located at all mid panels and at all11P g �_ 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. OREGON 4, CI CC' si 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at tff 4� ONt` k 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). ' +��`�— LOAD CASE(S) Standard I 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 R I EXPIRES: 2-31-219 April 11,2019 .ontinued on nano 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-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 R' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IV1iTek� is always required for stability and to prevent collapse 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/7 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. MM.Criteria,DSB-89 and BCSI Building Component Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961913 1367-4S 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 16:23:00 2019 Page 2 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-wcsJMthJt85oGoo3Mgx?0F5Q21 s1 I EoRTZfyXJzS3d9 ILOAD 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 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mff-7473 rev.10/03/2015 BEFORE USE. , Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?PII Qu250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314.ality Criteria,OSB-89 and BCS/Building Component __ Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961914 1367-4S EJ12 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 16:23:01 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-OpQhaDixeSDfuyNGwNTEYSdboQCF1 h4biDPV3lzS3d8 2-0-0 2-0-0 Scale=1:22.0 I 7 1.5x4 II 1 2 4x8 = I 0 6m I 9 A11 4x4 = ro N ■�, 8 0 ,- •• o 12 4 6 3x4 = I 5 3x6 2-0-0 2-0-0 _ Plate Offsets(X,V)-- [3:0-1-12,0-2-0] Plate (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl Lid PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 'TCDL 11.0 Rep Stress Ina NO WB 0.10 Horz(CT) -0.00 8 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:18Ib FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, BOT 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 'REACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-119(LC 8) Max Uplift 6=-i86(LC 8),8—236(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) 'FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-648/59,4-8=-37/517,3-8=-563/331 WEBS 3-5=-288/306 NOTES- I1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. '4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. S ``� R fis 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 L[� will fit between the bottom chord and any other members. ��c3 ��GC N,�FR /0 6)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ' ✓ �'y�,„ ' capacity of bearing surface. 89200P 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 186 lb uplift at joint 6 and 236 lb uplift at joint 8. . , . 9)This truss has been designed for a moving concentrated load of 250.0Ib live and 250.0Ib dead located at all mid panels and at all y� � 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. Ii `�OREGON ((/ 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at NI* l.., 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 2-° -A- II 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 7�' � LOADRil- CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 11,2019 nntiniledWAonRNWaneING- 1 Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/0312075 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 iV1iTQke 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 ANSUTP/f Quality 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. mooCrirerfa,DSB-89 and BCS/Building Component Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961914 1367-4S EJ12 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 16:23:01 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-OpQhaDixeSDfuyNGwNTEYSdboQCF1 h4biDPV3IzS3d8 'LOAD 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 �� 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 1��s a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Milekq 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 FP/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 i Job Truss Truss Type Qty Ply 21367-4S K5961915 1367-4S EJ13 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 16:23:02 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-s?_3nZjaPILW V6yST5_T5gAlYgYUm8Lkxt83bBzS3d7 2-0-0 2-0-0 Scale=1:22.0 17 1.5x4 II 1 2 4x8 = I ir..1 1 . 9 co 48x4 = $ „ N __A ., O ■_, II. 12 4 6 3x4 = 1 5 3x6 II I 2-0-0 2-0-0 Plate Offsets(X,Y)-- [3:0-1-12,0-2-0] I LOADING (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 TCDL 11.0 Rep Stress Incr NO WB 0.10 Horz(CT) -0.00 8 n/a n/a I BCLL 0.0 * Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:18 lb FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr except end verticals. 'WEBS 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.i&Btr IREACTIONS. (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) 'FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-648/58,4-8=-36/517,3-8=-563/326 WEBS 3-5=-282/300 NOTES- '1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. ,4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� PR®� 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 widee. ' t� will fit between the bottom chord and any other members. ` 6. Cj �tyGI N , . f® 6)Refer to girder(s)for truss to truss connections. T7 /0,. 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ��/• $ 2dOP capacity of bearing surface. I Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 183 lb uplift at joint 6 and 233 lb uplift at / E 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 ! _ panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 0 CC 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. I 11) Hanger(s) OREGON L#, or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at �{ at` As 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. )- 14 2-O �4 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). $ R LOAD CASE(S) Standard I Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXP RES: 12-31-2019 April 11,2019 ontinued on oaae 2 1 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 ft a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall / building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing i 4iTek` 250 Klug Circle is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961915 1367-4S EJ13 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 16:23:02 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-s?_3nZjaPILW V6yST5_T5gAIYgYUm8Lkxt83bBzS3d7 ILOAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) Vert:3=-82 I 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 1 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mi1-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 ANSVIP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961916 1367-4S 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 16:23:02 2019 Page 1 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-s?_3nZjaPILW V6yST5_T5gAlYgYUm8Nkxt83bBzS3d7 I2-0-0 2-0-0 Scale=1:22.0 II 1.5x4 II 7 1 2 4x8 = 1 ■:■�-■ :o 9 11 4x4 = r` N B o t VIEMME 12 4 6 3x4 = 1 5 3x6 I 2-0-0 2-0-0 Plate Offsets(X,Y)-- [3:0-1-12.0-2-0] I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/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 TCDL 11.0 Rep Stress Incr NO WB 0.09 Horz(CT) -0.00 8 n/a n/a I BCLL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:18 lb FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, 'BOT CHORD 2x4 DF No.1&Btr except end verticals. WEBS 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 'REACTIONS. (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) ,FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-648/57,4-8=-35/517,3-8=-563/321 WEBS 3-5=-277/294 NOTES- I1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4paf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);CategoryII;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. '4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. v t 0 PR Ofi� 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. �Gj I' /© 6)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify mi -vZ capacity of bearing surface. I Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 180 lb uplift at joint 6 and 230 lb uplift at 89200P E• 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 aar all ..„000:,...- panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 4 ''Ir.I'-'4--- jt. I 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. -9 4._OREGON 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at I-`-.7 Y N 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 6 '47 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). / �7�' '` ILOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPI RES: 12-31-2019 April 11,2019 . .-..2 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. 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 M building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 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 Job Truss Truss Type Qty Ply 21367-4S K5961916 1367-4S 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 16:23:02 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-s?_3nZjaPILW V6yST5_T5gAlYgYUm8Nkxt83bBzS3d7 TOAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) I Vert:3=-82 Trapezoidal Loads(pit) Veil:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=-63)-to-3=-146(F=-74) I 1 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 �►Nil l� 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 Job Truss Truss Type Qty Ply 21367-4S K5961917 1367-4S 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 16:23:03 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-KBXR_vkCA3TN7GXe1 oVietjwlEtiVaku9Xuc7ezS3d6 I 2-0-0 2-0-0 Scale=1:22.0 I 1.5x4 7 1 2 4x8 = m9 0 9 II o 4x4 = dr csi „ 8 i 0 !i. IIIIMSIIMIIILI 12 4 6 3x4 = I 5 3x6 2-0-0 2-0-0 'Plate Offsets(X,V)-- [3:0-1-12,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl 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 'TCDL 11.0 Rep Stress Ina NO WB 0.09 Horz(CT) -0.00 8 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:19 Ib FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, BOT 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 (REACTIONS. (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) eFORCES. (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-648/54,4-8=-30/518,3-8=-563/300 WEBS 3-5=-253/269 NOTES- ,1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. '4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -r\ ��d PRQfi�6'S5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. �CO �G 1 NE*4- /© 6)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 'L4 2if... capacity of bearing surface. I Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 167 lb uplift at joint 6 and 218 lb uplift at 89200PE 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. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. OREGON (�� '11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at �- ..b`4A***- 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). /� 7 4' (?�� �jRit- ` LOAD CASE(S) Standard I 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 1 EXPI RES: 12-31-2019 April 11,2019 ontinued on oaae 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERENCE PAGE M11-7473 rev.70/03/2015 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 R building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing {y/iTe'ke is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?Pl1 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. mem Quality Criteria,DSB-89 and BCS(Building Component Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961917 1367-4S 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 16:23:03 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-KBXR_vkCA3TN7GXe1 oVietjwlEtiVaku9Xuc7ezS3d6 'LOAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) 1 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 MN OM mi ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MY-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall fit' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing NliTek® I is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961918 1367-4S 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 16:23:04 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-oN5gCFkgxNbElP6rbW0xA5F51eDwE1010BdAg4zS3d5 2-0-0 2-0-0 Scale=1:22.0 I7 1.5x4 II 4x8 = 1 2 I I m 9 4x4 = csi 6IPIlL k ■I 12 4 6 3x4 = I 5 3x6 II 2-0-0 2-0-0 Plate Offsets(X,Y)-- [3:0-1-12,0-2-0] I LOADING (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 TCDL 11.0 Rep Stress Incr NO WB 0.08 Horz(CT) -0.00 8 n/a n/a I BCLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:19 lb FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, 'BOT CHORD 2x4 DF No.1&Btr except end verticals. WEBS 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 ,REACTIONS. (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) IFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-648/54,4-8=-29/518,3-8=-563/294 WEBS 3-5=-247/263 NOTES- '1)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 3)Provide adequate drainage to prevent water ponding. i '4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. t J PR Ore. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide -SCC will fit between the bottom chord and any other members. �� ‘4 GI NEAR (/ 6)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 4../ �"f.'�„ capacity of bearing surface. 89200PE I 8)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 iellP#49AiT 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. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. OREGON 4I 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at L- -P7 A's A's f 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 'lk 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). 7 4' Q T FIR I II- LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 11,2019 nntinued on Daae 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' lir 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 ANS!?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 Job Truss Truss Type Qty Ply 21367-4S K5961918 1367-4S 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 16:23:04 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-oN5gCFkgxNbEIP6rbW0xA5F51 eDwE101 OBdAg4zS3d5 ILOAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) Vert:3=-82 I 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 1 I I I IA 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 i' building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiT$,R' 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 Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961919 1367-4S 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 16:23:04 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-oN5gCFkgxNbElP6rbW0xA5F51 eDwE121 OBdAg4zS3d5 1 I 2-0-0 2-0-0 Scale=1:22.0 I7 1.5x4 I 1 2 4x8 = 10 0 z. l'9 0 I 11 :11' = N ■„ o 0 ► ,`Mil 12 4 6 3x4 = I 5 3x6 I I 2-0-0 2-0-0 ITPlate Offsets(X,Y)-- [3:0-1-12,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 TCDL 11.0 Rep Stress Incr NO WB 0.08 Horz(CT) -0.00 8 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:19 lb FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.i&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, BOT 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 'REACTIONS. (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) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-5=-648/53,4-8=-28/518,3-8=-563/289 WEBS 3-5=-241/257 NOTES- ,1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. /F� '4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. V 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 (4 �N �/© will fit between the bottom chord and any other members. Gj �y� 6)Refer to girder(s)for truss to truss connections. C,Q "V 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify '<I 9 capacity of bearing surface. 89200PE { I 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 250.0Ib dead located at all mid panels and at all At panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 10 Cr I10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. OREGON 4r 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at rim 2 4��` . 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 4 Y 14 t r 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). y ' Rj LOAD CASE(S) Standard I Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 11,2019 ontinued on Daae 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ` Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall mom building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ivi ileke ri 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 Job Truss Truss Type Qty Ply 21367-4S K5961919 1367-4S 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 16:23:04 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-oNSgCFkgxNbElP6rbW0xA5F51eDwE1210BdAg4zS3d5 'LOAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) I Vert:3=-82 Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-i35(F=-63)-to-3=-146(F=-74) I I I I I 1 I I I 11 I I I I : A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10103/2015 BEFORE USE. 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 me 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/f 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 ob Truss Truss Type Qty Ply 21367-4S K5961920 1367-4S 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 16:23:05 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-GafCPalSigj5MZg19DXAj IoGn2Z9zU KAdrNjCWzS3d4 2-0-0 2-0-0 Scale=1:22.0 I1.5x4 II 7 1 2 4x8 = 1 �_ od ' _ _9 IF/1M Im 4x4 = N ,/ I o 0 12 4 I 6 5 3x4 = 3x6 I I I 2-0-0 2-0-0 IPlate Offsets(X,V)-- [3:0-1-12.0-2-0] LOADING (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 'TCDL 11.0 Rep Stress Ina NO WB 0.08 Horz(CT) -0.00 8 n/a n/a BOLL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:20 lb FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, 'BOT CHORD 2x4 DF No.1&Btr except end verticals. WEBS 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 ,REACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-103(LC 8) Max Uplift 6=-157(LC 8),8=-208(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) ,FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-648/52,4-8=-27/518,3-8=-563/283 WEBS 3-5=-235/251 NOTES- '1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. { R n fir s I 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. C..Q u C 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 is will fit between the bottom chord and any other members. ,, - G I Pd fp' 6)Refer to girder(s)for truss to truss connections. C;1• �i 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ''CI "5� capacity of bearing surface. I 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 157 lb uplift at joint 6 and 208 lb uplift at 400 joint 8. AP/�' 9)This truss has been designed for a moving concentrated load of 250.0Ib live and 250.0Ib dead located at all mid panels and at all ar panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. I 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. OREGON 40 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at 4- -.7 aN. ' 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. )` 14 ' si,,- '}" 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 3 ILOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2919 April 11,2019 ¶ntinitRd 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,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 'pbuilding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M i Ikimu is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 ob Truss Truss Type Qty Ply 21367-4S K5961920 1367-4S 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 16:23:05 2019 Page 2 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-GafCPalSigj5MZg 19DXAjloGn2Z9zUKAdrNjC WzS3d4 'LOAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) I Vert:TrapezoidalalLoads(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 / it• 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 �T�i kx 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 ANSITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961921 1367-4S 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 16:23:06 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-kmDadwm4T_ry_WDiw2PFWLRXRvOixcKrV6GkyzS3d3 I I 2-0-0 2-0-0 Scale=1:22.0 I1.5x4 II 7 1 2 4x8 = - =: ■■, o I -9 I 4X4 _ ON ,/p� B O 1 � O 12 4 6I 3x4 = 5 3x6 II 2-0-0 2-0-0 iikPlate Offsets(X,Y)-- [3:0-1-12,0-2-0] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ltd PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 CDL 11.0 Rep Stress Incr NO WB 0.08 Horz(CT) -0.00 8 n/a n/a CLL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:20 lb FT=20% CDL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, 11 OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800E 2.1E OTHERS 2x4 DF No.1&Btr I EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-101(LC 8) Max Uplift 6=-154(LC 8),8=-204(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-5=-648/51,4-8=-26/518,3-8=-563/278 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; IMWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. PR fiF I 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �} (� will fit between the bottom chord and any other members. ;{ tS 6)Refer to girder(s)for truss to truss connections. .,. - �G<N� "0 7)Bearing at joint(s)8 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify C,� capacity of bearing surface. -7' '8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 154 lb uplift at joint 6 and 204 lb uplift at89200PE joint 8. 44, 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 allf 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. 0 CZ- 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up atI OREG ) 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 4- N 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). <0 4}'' 14ti0 4r LOAD CASE(S) Standard ilicFR ly�,,,\.- 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15I --- Uniform Loads(plf) EXPIRES: 12-31-2019 Vert:4-6=-18 April 11,2019 :ontinued on nane 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 Nem 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 TPII 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 ob Truss Truss Type Oty Ply 21367-4S K5961921 1367-4S 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 16:23:06 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-km Dadwm4T_ry_jFDiw2PFW LRXRvOixcKrV6GkyzS3d3 ILOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-82 Trapezoidal Loads(plf) I 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 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 MR** always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/i Quality Criteria,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 Job Truss Truss Type Qty Ply 21367-4S K5961922 1367-4S 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 16:23:06 2019 Page 1 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-kmDadwm4T_ry.jFDiw2PFW LRXRvNixeKrV6GkyzS3d3 II 2-0-0 2-0-0 Scale=1:22.0 I1.5x4 II 7 4x8 1 2 = iimi 1 II m o— m7 co..9 m IT 4x4 = N,/„ 8 o 0 III WEIN 12 4 6 3x4 = I 5 3x6 2-0-0 2-0-0 Plate Offsets(X,V)-- [3:0-1-12,0-2-0] I LOADING (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 TCDL 11.0 Rep Stress Incr NO WB 0.08 Horz(CT) -0.00 8 n/a n/a I BCLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:20 lb FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, BOT 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.t&Btr 'REACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-99(LC 8) Max Uplift 6=-i50(LC 8),8=-201(LC 9) Max Gray 6=553(LC 24),8=585(LC 33) 'FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-648/51,4-8=-25/518,3-8=-563/272 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.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 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed fora 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 4,<.(,\N 616, PR� � will fit between the bottom chord and any other members. T 6)Refer to girder(s)for truss to truss connections. �Cj �G1 N� di, /� 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4/ -7 '8)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. 9)This truss has been designed for a moving concentrated load of 250.01b live and 250.0Ib dead located at all mid panels and at all , panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 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 34 lb up atOREGO 44, I 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. , 2j rC 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). /0 �!w'1)..- 14, 2-QI O LOAD CASE(S) 'VStandard FPR O- '1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:4-6=-18 EXPIRES: 12-31-2019 April 11,2019 ontinued on oaae 2 A / WARNING-Verify design parameters artd READ NOTES ON THiS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 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 a truss system.Before use,the building designer must verify the applicability of design parameters and property 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 1Y1 ilek° Nit is always required for stability and to prevent collapse 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 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 Nom.. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961922 1367-4S 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 16:23:06 2019 Page 2 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-km Dadwm4T_ryJFDiw2PFW LRXRvNixeKrV6GkyzS3d3 ILOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-82 Trapezoidal Loads(plf) IVert:1=-132(F=-60)-to-2=-135(F=-63),2=135(F=-63)-to-3=-146(F=-74) I I I I I I I I II I I I I I : .......A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit 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 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 IPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961923 1367-4S 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 16:23:07 2019 Page 1 I D:BRY3ax W kgv6k2 RkzwEh B9dzjVxF-DynygG ni E lzpctgQG eZeojtcH rFcROwT49sgH PzS3d2 I 2-0-0 2-0-0 Scale=1:22.0 1.5x4 I I 7 1 2 4x8 = ' o 00 W el co -9 d I ITA 11M 4x4 = ■„ 0 i, MIAMI. 0 12 4 6 3x4 = I 5 3x5 2-0-0 2-0-0 Plate Offsets(X,Y)-- [3:0-1-12.0-2-0] I LOADING (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 TCDL 11.0 Rep Stress Incr NO WB 0.07 Horz(CT) -0.00 8 n/a n/a I BCLL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:20 lb FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr 'WEBS 2x4 DF Stud/Std*Except* except end verticals. 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 'REACTIONS. (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) 'FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-648/50,4-8=-24/518,3-8=-563/266 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 42 �} PR(�� will fit between the bottom chord and any other members. � e. �`� ) t N �� 6)Refer to girder(s)for truss to truss connections. Gj + 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify -17 capacity of bearing surface. �/ -v I8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 147 lb uplift at joint 6 and 197 lb uplift at 89200P E 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 tx" • 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. 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up atOREGON 14r I 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. L. b` ic 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). )' 4. 7 `- O..' LOAD CASE(S) Standard -�MIA- 1) t L\- I1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:4-6=-18 EXPIRES: 12.31-2019 April 11,2019 (..I -. .I ...- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notMill a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M riek' 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 ANSUTPIf Quality Criteria,OSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961923 1367-4S 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 16:23:07 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-DynygGni ElzpctgQGeZeojtcHrFcROwT49sgHPzS3d2 LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-82 Trapezoidal Loads(plf) I Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-i35(F=-63)-to-3=-146(F—74) I I I 1' 1 I I I I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. " 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 ivl iT@k° 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?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 Job Truss Truss Type Qty Ply 21367-4S K5961924 1367-4S 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 16:23:08 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-h9LK2coL?b6fDlPcgL5tLxQnlFbrArCdJpbNprzS3d1 I 2-0-0 2-0-0 Scale=1:22.0 ' 1 1.5x42 7 1, 4x8 = d N o 9 9 1 " 4X4 = m II „ 8 0 I ;1, MISAMLIS. O 12 4 6 3x4 = I 5 3x6 II 2-0-0 2-0-0 Plate Offsets(X,Y)-- [3:0-1-12,0-2-0] LOADING (psf) SPACING- 2-0-0 CSL 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 TCDL 11.0 Rep Stress Incr NO WB 0.07 Horz(CT) -0.00 8 n/a n/a 'BCDL 9.0 BOLL 0.0 * Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, I BOT CHORD 2x4 DF No.1&Btr except end verticals. WEBS 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 'REACTIONS. (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) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. I CHORD 2-5=-648/49,4-8=-22/518,3-8=-562/260 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);CategoryII;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. fir I5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Q Q G will fit between the bottom chord and any other members. \�� ��t�� t���p 6)Refer to girder(s)for truss to truss connections. h 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �,.. ' T capacity of bearing surface. o fit,,. I8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 143 lb uplift at joint 6 and 194 lb uplift at 89200P E 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. . 110 W 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. >s 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at 7 OREGON <C/ • 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. L� ,� a+�b h. it 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Q j��j1 r � LOAD CASE(S) Standard �r t R 4�..�- I 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pl() Vert:4-6=-18 EXPIRES: 12-31-2019 April 11,2019 ontinued on Daae 2_ IsmA WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10103/2015 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 iY,iTek* ii 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/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 Job Truss Truss Type Qty Ply 21367-4S K5961924 1367-4S 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 16:23:08 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-h9LK2coL?b6fDlPcgL5tLxQnlFbrArCdJpbNprzS3d1 ILOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-82 Trapezoidal Loads(plf) I 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 �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 I fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?PII Quality Criteria.DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961925 1367-4S EJ23 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 6 Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 16:23:08 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-h9LK2coL?b6fDlPcgL5tLxQnlFbrArEdJpbNprzS3d1 I I 2-0-0 2-0-0 Scale=1:22.0 1.5x4 I 1 2 7 4x8 = _ ra :�=■ I o o^ 9 N co -g o 11m 4x4 = , 8 0 �■I 12 4 6 3x4 = 1 5 3x6 I I 2-0-0 2-0-0 Plate Offsets(X,Y)-- [3:0-1-12,0-2-0] LOADING (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 TCDL 11.0 Rep Stress Ina NO WB 0.07 Horz(CT) -0.00 8 n/a n/a I BCLL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:20 lb FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, BOT 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 IREACTIONS. (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) 'FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-648/49,4-8=-21/518,3-8=-562/254 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. "t sr�y r '5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide c© PR v�C will fit between the bottom chord and any other members. ..\ 6)Refer to girder(s)for truss to truss connections. f j - '7 ,l 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify (- �/L capacity of bearing surface. 4! -? '8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 140 lb uplift at joint 6 and 190 lb uplift atC`392a�P joint 8. E 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 / p' l:, panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. �� Cr 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 0 Cr I11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up atOREGON 4v 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 4- r� 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). iQ i)' 1 4 r 2,0 � } 4 LOAD CASE(S) Standard "'�F4 RIO- i1) t\..- ,.'1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:4-6==-18 EXPIRES. 12-31-2019 April 11,2019 ontinued on oaae 2 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK 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 MaTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl7 Quality Criteria,DSB-89 and BCSI Building Component 444.4.250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961925 1367-4S 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 16:23:09 2019 Page 2 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-9LvjFyozmvEW rB_oO3c6t8zynfx4vITmYTLxLHzS3d0 ILOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-82 Trapezoidal Loads(plf) IVert:1=-132(F=-60)-to-2=-135(F=-63),2=-i35(F=-63)-to-3=-146(F=-74) I I I I I I I 1 1 I I I I I / A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ■�y� building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ,A flak 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 ANSIITPI7 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961926 1367-4S 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 16:23:09 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-9LvjFyozmvE WrB_oO3c6t8zynfx3vlVmyTLxLHzS3d0 I I 2-0-0 2-0-0 Scale=1:22.0 1.5x4 I I 1 2 7 4x8 = III . MEI 111 9 o� O,N M W I _ . FA "4 4x4 = th- 8 0 I i N ■ 4 LI 12 4 6 3x4 = I5 3x6 II 2-0-0 2-0-0 Plate Offsets(X,V)-- [3:0-1-12.0-2-0] I LOADING (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 0.20 Vert(CT) -0.00 4-5 >999 240 TCDL 11.0 Rep Stress Incr NO WB 0.07 Horz(CT) -0.00 8 n/a n/a I BCLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:21 lb FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, 'BOT CHORD 2x4 DF No.1&Btr except end verticals. WEBS 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 'REACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-92(LC 8) Max Uplift 6=-i36(LC 8),8=-186(LC 9) Max Gray 6=553(LC 24),8=585(LC 33) 'FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-648/48,4-8=-20/518,3-8=-562/248 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. 4)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 {a> } P R°Pen fit between the bottom chord and any other members. . T 6)Refer to girder(s)for truss to truss connections. co G I RJ E- 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �t✓C?` �/fj capacity of bearing surface. *7 '8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 136 lb uplift at joint 6 and 186 lb uplift at i }7 2OOP E r' 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 allS'' panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. - 1.- IdIPP 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 34 lb up at OREGON lI !� 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. t. .� '! 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). /6/�-4 - 1 4 2,0 -V., LOAD CASE(S) Standard "�, R R t L't„ I 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:4-6=-18 EXPIRES: 12-31-2019 April 11,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mf1-7473 rev,10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �/a� building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IYI iTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle i Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961926 1367-4S 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 16:23:09 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-9LvjFyozmvE W rB_o03c6t8zynfx3vIVmYTLxLHzS3d0 ILOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-82 Trapezoidal Loads(plf) 1 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 1 I I I ww 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 �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 MiT®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 ANS4TPI1 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 Job Truss Truss Type Qty Ply 21367-4S K5961927 1367-4S 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 16:23:10 2019 Page 1 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-dXT5SIpbXDMNTKZ_xm7LQMV7X3G Ielnvm74UtkzS3d? I I 2-0-0 2-0-0 Scale=1:22.0 I 1.5x4 1 2 7 4x8 = II I o N O N o> 9 6 O e , IlN W 4x4 = ■„ 6 o MN o �i. 12 4 6 3x4 = 1 5 3x6 2-0-0 2-0-0 Plate Offsets(X,V)-- [3:0-1-12.0-2-0j I LOADING (psf) SPACING- 2-0-0 CSL 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 TCDL 11.0 Rep Stress Incr NO WB 0.07 Horz(CT) -0.00 8 n/a n/a I BCLL 0.0 * Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:21 lb FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, 'BOT CHORD 2x4 DF No.1&Btr except end verticals. WEBS 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 'REACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-90(LC 8) Max Uplift 6=-132(LC 8),8=-i83(LC 9) Max Gray 6=553(LC 24),8=585(LC 33) ,FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-648/47,4-8=-19/518,3-8=-562/242 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide _c o PR( F�•,ss will fit between the bottom chord and any other members. 44%. *" . G 6)Refer to girder(s)for truss to truss connections. ?..co . GIN F. !p'' 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. <Ct -57 I8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 132 lb uplift at joint 6 and 183 lb uplift at 89200P f 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 all4111P<9;.___-e , 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. ril Cr ,11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up atOREGON £Q 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. I.- .t, 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). /0 1- 14• 2,0 �4 LOAD CASE(S) Standard ��R R t 1.O- '1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:4-6=-18 EXPIRES: 12-31-2019 April 11,2019 ontinued 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 ■ imam building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 6V a ile'k` 250 Klug Circle is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961927 1367-4S EJ25 SPECIAL 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 16:23:10 2019 Page 2 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-dXT5SIpbXDMNTKZ_xm7LQMV7X3G IeInvm74UtkzS3d? ILOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-82 Trapezoidal Loads(plf) I 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 eta 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 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/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 Oob Truss Truss Type Qty Ply 21367-4S K5961928 1367-4S 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 16:23:10 2019 Page 1 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-dXT5S IpbXDMNTKZ_xm7LQMV7X3G lempvm74UtkzS3d? II2-0-0 2-0-0 Scale=1:22.0 1 1 1.5x42 7 4x8 = I T N O N d) 7 m 9 N I IIII c i 'EM �� 6 I C 12 4 I 65 3x4 = 3x6 I I 2-0-0 2-0-0 IPlate Offsets(X,V)-- [3:0-1-12.0-2-0] LOADING (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 ITCDL 11.0 Rep Stress Incr NO WB 0.06 Horz(CT) -0.00 8 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:21 lb FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, BOT CHORD 2x4 DF No.1&BtrI except end verticals. WEBS 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 IREACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-88(LC 8) Max Uplift 6=-129(LC 8),8=-179(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) 'FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-648/47,4-8=-18/518,3-8=-562/236 NOTES- I1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,0 PR Ore. will fit between the bottom chord and any other members. ,,\ GC N>� nC S� 6)Refer to girder(s)for truss to truss connections. Co 7 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify C�� l� �/!j capacity of bearing surface.I 'y' 44./8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 129 lb uplift at joint 6 and 179 lb uplift at $920C}P E joint / 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 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 4. I 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at �}_OREGON (4 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. L- 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). / }' 1 4 2.0 P ILOAD CASE(S) Standard �R (��. 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 ¶ntiniiRd on Dana 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 foran individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overallTbuilding design. Bracing indicated isto prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTekis always required for stability and to prevent collapse 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/TRHQuality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 ob Truss Truss Type Qty Ply 21367-4S K5961928 1367-4S EJ26 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 16:23:11 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-5k0TgegDIWUE4U8BVUeayZ2IGScXND33?ng1QAzS3d_ ILOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-82 Trapezoidal Loads(plf) I Vert: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 MITEK REFERENCE PAGE MIi-7473 rev.10/03/2015 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 verify the applicability of design parameters and properly incorporate this design into 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* U is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/7 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 ob Truss Truss Type Qty Ply 21367-4S K5961929 1367-4S 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 16:23:11 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-5k0TgegDIWUE4U8BVUeayZ2IGScXND53?ng1QAzS3d_ I 200 2-0-0 Scale=1:22.0 1 1.5x4 II 1 2 7 4x8 = 111 I O m O(V M O 9 co co 11 4x4 = W4■,/ 8 11=1=111 9 12 4 I 66 3x4 = 356 I I 2-0-0 , 2-0-0 'Plate Offsets(X,Y)-- [3:0-1-12,0-2-0] LOADING (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 ,TCDL 11.0 Rep Stress Incr NO WB 0.06 Horz(CT) -0.00 8 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:21 lb FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, ,BOT CHORD 2x4 DF No.1&Btr except end verticals. WEBS 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 ,REACTIONS. (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) 'FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-648/46,4-8=-17/518,3-8=-562/229 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; , MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ���} PR�F�Siwill fit between the bottom chord and any other members. 'c`` Si 6)Refer to girder(s)for truss to truss connections. �'Cj . . t N E*�* /7 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify CO 'T - capacity of bearing surface. "7 I Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 125 lb uplift at joint 6 and 175 lb uplift at 89200P C' 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 i .✓-i/ panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. Q°+ : • *~ 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. I Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at OREGON 1 , 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. GCZ- A. 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 'I)... > ' 4�,v;I LOAD CASE(S) Standard R . I 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 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 R building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 ob Truss Truss Type Qty Ply 21367-4S K5961929 1367-4S EJ27 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 16:23:11 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-5k0Tgeg DIWU E4U8BVUeayZ2IGScXND53?nq1 QAzS3d_ 'LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-82 Trapezoidal Loads(plf) I Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=63)-to-3—146(F=-74) I I 1 I I I I I I 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. Et Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 ob Truss Truss Type Oty Ply 21367-4S I K5961930 I 11367-45 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 16:23:12 2019 Page 1 I D:B RY3axW kgv6k2 RkzwEhB9dzj VxF-Zwart_rr3gc5i ej N 3B9pV nbTOsym6gOC ERZbxczS3cz I 2-0-0 2-0-0 Scale=1:22.0 I 1.5x4 1 2 7 4x8 = I co m O N m `) ro I 9 m II' 4x4 = co„ 8 Io 12 4 I 6 5 3x4 = 3x6 II 2-0-0 2-0-0 IPlate Offsets(X,Y)-- [3:0-1-12.0-2-0] LOADING (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 'TCDL 11.0 Rep Stress Incr NO WB 0.06 Horz(CT) -0.00 8 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:21 lb FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, 'BOT CHORD 2x4 DF No.1&Btr except end verticals. WEBS 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 ,REACTIONS. (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) ,FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-648/46,4-8=-15/518,3-8=-562/223 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; ■ MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. F� 1 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide C} PROpec, will fit between the bottom chord and any other members. ((, ut s. 6)Refer to girder(s)for truss to truss connections. �� GNG t N 4- /© 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify C;) � '�i capacity of bearing surface. ' I 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 121 lb uplift at joint 6 and 171 lb uplift at 89200PE joint 8. 444 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 yp' • panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. II 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. I 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at ,f_OREGON 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 2- ' ..7 \ A. 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). /6 Alk 1 4 r '143 LOAD CASE(S) Standard '1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 `-R}�t L� Uniform Loads(plf) EXPIRES: 12-31-2019 Vert:4-6=-18 April 11,2019 .ontinitet1 on nark 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 �AA T II ese building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IYi i Te kR 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,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 / ob Truss Truss Type Qty Ply 21367-4S K5961930 1367-4S 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 16:23:12 2019 Page 2 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-Zwart_rr3gc5iejN3B9pVnbTOsym6gOCERZbxczS3cz 'LOAD 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 : EWEN A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Welt' is always required for stability and to prevent collapse 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 Job Truss Truss Type Qty Ply 21367-4S K5961931 1367-4S FG01 SPECIAL 1 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 16:23:13 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-168D5KrTp8kyKolZdug22_7eaG15r2iMS5J8T2zS3cy I 2-10-8 5-9-0 2-10-8 2-10-8 Scale=1:19.5 4x4 = 3x4 II 4x4 = 1 2 11 3 12 4 5 I .. . I• 111I11111,1prAl ■■ i aIIIIIM•jllIl, iI 13 14 8 15 16 7 8x8 = 10 9 6 I 3x4 II 3x4 I I 2-10-8 5-9-0 2-10-8 2-10-8 Plate Offsets(X,Y)-- [8:0-4-0,0-4-4] I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.01 8 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.01 7-8 >999 240 TCDL 11.0 Rep Stress!nor NO WB 0.37 Horz(CT) -0.00 7 n/a n/a I BCLL 0.0 * Code IBC2015/TPI2014 Matrix-MP Wind(LL) 0.01 8 >999 240 Weight:82 lb FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, 'BOT CHORD 2x6 DF 1800F 2.1E except end verticals. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=2339/Mechanical,7=2128/Mechanical Max Horz 9=82(LC 7) I Max Uplift 9=-385(LC 4),7=-346(LC 5) Max Gray 9=2381(LC 15),7=2188(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=-1323/246,2-3=-1278/197,3-4=-1278/197,4-7=-1331/246 'WEBS 2-8=-294/1720,3-8=464/104,4-8=-293/1762 NOTES- 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. 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. 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; IMWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate ,c[} PR QF 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 �Gj �I IN /� 5)Provide adequate drainage to prevent water ponding. / 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '4✓ -? I7)*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 89200PE will fit between the bottom chord and any other members. 8)Refer to girder(s)for truss to truss connections. Ct- 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 385 lb uplift at joint 9 and 346 lb uplift at joint 7. ri Ct.10)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 OREGON I panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. �-` - x�b` A.. 11)Girder carries tie-in span(s):20-4-0 from 0-0-0 to 5-9-0 k 1 t O - 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)855 lb down and 147 lb up at ' �A 1-2-4,and 855 lb down and 147 lb up at 3-10-8 on bottom chord. The design/selection of such connection device(s)is the R R`�-,�" responsibility of others. LOAD CASE(S) Standard EXPIRES: 12-31-2019 April 11,2019 mi 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 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 properly damage. For general guidance regarding the I 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 Job Truss Truss Type Qty Ply 21367-4S K5961931 1367-4S FG01 SPECIAL 1 A L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 16:23:13 2019 Page 2 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-168D5KrTp8kyKolZdug22_7eaG I5r2iMS5J8T2zS3cy LOAD CASE(S) Standard I 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-4=-72,4-5=-72,6-10=-427(F=-409) I Concentrated Loads(Ib) Vert:13=-800(F)15=-800(F) 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 M!t-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 NI a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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 I fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?P11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961932 _1367-4S FG02 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 16:23:13 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-168D5KrTp8kyKolZdug22_7eWGJOr1oMS5J8T2zS3cy I H_ 3-10-8 7-9-0 I 3-10-8 3-10-8 Scale=1:16.4 4x4 = 1 3x4 I I 4x4 = 2 - 11 3 12 4 5 1 1 1 a r C Q i 4 13 8 14 7 • 10 8x8 = 9 6 I3x4 I I 3x4 I 3-10-8 7-9-0 — 3-10-8 3-10-8 'LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 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 0.17 Vert(CT) -0.02 7-8 >999 240 TCDL 11.0 Rep Stress Incr NO WB 0.43 Horz(CT) -0.00 7 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-MP Wind(LL) 0.01 8 >999 240 Weight:98 lb FT=20% I BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 DF 1800F 2.1E except end verticals. 'WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=1816/Mechanical,7=1816/Mechanical Max Horz 9=-65(LC 4) Max Uplift 9=-263(LC 4),7=-263(LC 5) 'FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=-1103/191,2-3=-1725/245,3-4=-1725/245,4-7=-1103/191 WEBS 2-8=-293/1958,3-8=-514/105,4-8=-293/1958 I INOTES- 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. I2)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 I I4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 l 0 P R Ore 5)Provide adequate drainage to prevent water ponding. rS 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �CJ� 1 N �h sfa 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide C;J T will fit between the bottom chord and any other members. 'f' I 8)Refer to girder(s)for truss to truss connections. $9200 89200I DE Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 263 lb uplift at joint 9 and 263 lb uplift at joint 7. 10)This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all - WOO-410 �G./ panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. V. (Z- 11) Girder carries tie-in span(s):19-0-0 from 0-0-0 to 7-9-0 .v OREGON 11t I LOAD CASE(S) Standard 14,. 2 �� /Q .44' 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 A.C� -41- 1) Loads(plf) '+`!c;R R I t„r,. Vert:1-2=-72,2-4=-72,4-5=-72,6-10=-397(F=-379) EXPIRES: 12-31-2019 April 11,2019 AI WARNING-Verrfy design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERENCE PAGE M11-7473 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 MtTeke is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961933 1367-4S FGO2A SPECIAL 1 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 16:23:14 2019 Page 1 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-VJiclfs5aRspxysmAcCHaCgplgfeaURVhl2h?VzS3cx I3-10-8 7-9-0 1 3-10-8 3-10-8 Scale=1:17.6 4x4 = 1 3x4 I I 4x4 = 2 11 3 12 4 5 INN � r NM ■ 1 I . Ill 11111 w , r r ILI inilli111111LMIIIMIli 13 8 14 7 10 8x8 = 9 6 I 3x4 II 3x4 II 3-10-8 7-9-0 3-10-8 3-10-8 'LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.01 8-9 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.17 Vert(CT) -0.02 8-9 >999 240 TCDL 11.0 Rep Stress lncr NO WB 0.41 Horz(CT) -0.00 7 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-MP Wind(LL) 0.01 8 >999 240 Weight:100 lb FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 DF 1800F 2.1E except end verticals. 'WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=1816/Mechanical,7=1816/Mechanical Max Horz 9=71(LC 5) Max Uplift 9=-265(LC 4),7=-265(LC 5) (FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=-1110/194,2-3=-1586/225,3-4=-1586/225,4-7=-1110/193 WEBS 2-8=-280/1845,3-8=-523/107,4-8=-279/1845 'NOTES- 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. '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. 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 DL:ASC 7 PPa�r 4)TCLL:ASCE 7-10;Pf=2 e°psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 e, C 0 5)Provide adequate drainage to prevent water ponding. ° 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �Co EAG[NE /0 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,� will fit between the bottom chord and any other members. t'.✓ G' 's '8)Refer to girder(s)for truss to truss connections. 89200P E 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 265 lb uplift at joint 9 and 265 lb uplift at joint 7. , 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 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. C3 Cr 11)Girder carries tie-in span(s):19-0-0 from 0-0-0 to 7-9-0OREGON A.I A.LOAD CASE(S) Standard f0 �}' 4 20\ 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 A. ' fj�` Uniform Loads(plf) / RR _\ Vert:1-2=-72,2-4=-72,4-5=72,6-10=-397(F=-379) EXPIRES: 12-31-2019 April 11,2019 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. lir,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 A�T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ,yliTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S 1367-4S FGO2B MONO TRUSS 1 K5961934 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 16:23:15 2019 Page 1 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-_VG_W?tkLl_gZ6RykJj W7PDzD4_?JymfwPoFYxzS3cw I4-8-2 944 I 4-8-2 4-8-2 0.25 12 Scale=1:18.6 3x4 II 7 2 3x4 = 8 3 I 1 4x4 = Mil ° ° III ® R • . 9 5 10 3x4 = 6 4 3x4 H 4x4 = 4-8-2 9-4-4 F 4-8-2 4-8-2 'LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.01 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.23 Vert(CT) -0.03 4-5 >999 240 TCDL 11.0 Rep Stress lncr NO WB 0.34 Horz(CT) 0.00 4 n/a n/a IBCLL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.01 5 >999 240 Weight:117 lb FT=20 BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 DF 1800F 2.1E except end verticals. 'WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 6=1206/Mechanical,4=1206/Mechanical Max Horz 6=72(LC 5) Max Uplift 6=-i86(LC 4),4=-174(LC 8) 'FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=-842/156,1-2=-1494/224,3-4=-559/56 BOT CHORD 4-5=-192/1490 WEBS 1-5=-243/1534,2-5=-20/495,2-4=-1559/220 INOTES- 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. IWebs 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. 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 1a,0 PROF I 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 ��i` eSc0 5)Provide adequate drainage to prevent water ponding. ,`Cj , Gt N E',. /,„ 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. C;f 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 4-/ ' 1" will fit between the bottom chord and any other members. 89200PE f I Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 186 lb uplift at joint 6 and 174 lb uplift at joint 4. r 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 0 Cr panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. OREGON Z4 ,11) Girder carries tie-in span(s):10-0-0 from 0-0-0 to 9-4-4 G� .7 �N. 4 LOAD CASE(S) Standard ® A.e• 7 ' �� 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 l--R R ILA- Uniform Loads(plf) Vert:1-3=-72,4-6=-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 MiTeNS 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 t� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS4TP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Fob Truss Truss Type Qty Ply 21367-4S K5961935 11367-4S FG03 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 16:23:16 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-ShgMjLuM636XBF0811 EIfdIAGTKi2P7o93Xo4NzS3cv I3-1-12 6-3-8 3-1-12 3-1-12 Scale=1:17.0 4x4 = 3x4 II 4x4 = 1 2 11 3 12 4 5 1 1Ii u... c‘ .. ; I .:•1 13 8 14 7 10 5x8 = 9 6 I3x4 II 3x4 3-1-12I 6-3-8 3-1-12 3-1-12 Plate Offsets(X,Y)-- [8:0-4-0,0-2-12] I LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL) -0.01 8 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.13 Vert(CT) -0.01 8 >999 240 TCDL 11.0 Rep Stress Incr NO WB 0.33 Horz(CT) -0.00 7 n/a n/a IBCLL 0.0 Code IBC2015/TP12014 Matrix-MP Wind(LL) 0.00 8 >999 240 Weight:83 lb FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 'BOT CHORD 2x6 DF 1800E 2.1E except end verticals. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=1752/Mechanical,7=1752/Mechanical Max Horz 9=-68(LC 4) I Max Uplift 9=254(LC 4),7=-254(LC 5) Max Gray 9=1768(LC 16),7=1771(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=-1019/176,2-3=-1239/172,3-4=-1239/172,4-7=-1019/176 WEBS 2-8=-228/1522,3-8=-487/86,4-8=-228/1522 111 NOTES- 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. 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. 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. 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; IMWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate t2 Lp P R( �r grip DOL=1.60 � �` `ss 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 N E�C� /© 5)Provide adequate drainage to prevent water ponding. NT 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '�/ -V I7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide CC 89200PE f will fit between the bottom chord and any other members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 254 lb uplift at joint 9 and 254 lb uplift at • joint 7. I10)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 OREGON 4 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. /1,..- 4 \Q` 11)Girder carries tie-in span(s):23-0-0 from 0-0-0 to 6-3-8 <0/ r 2© �- LOAD CASE(S) Standard 'r ay R -'- ) I1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) EXPIRES: 12-31-2019 Vert:1-2=-72,2-4=-72,4-5=-72,6-10=-485(F=-467) April 11,2019 A III WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mt1-7473 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 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the wit Ifabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?PI7 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 ob Truss Truss Type Qty Ply 21367-4S K5961947 1367-4S 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 16:23:26 2019 Page 2 I D:jaig HA2yM7LWX3u1 OVv7rizjVrO-9cQ8pmOdm7N6Oon3t7P53kArxVjgOvsGScyKRozS3cl INOTES- 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 27-7-9 for 300.0 plf. 12)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 27-7-9 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 Iat 6-9-4 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) IVert: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 I 1 I I I I I I I I I WARNING-Verify design parameters antl READ NOTES ON THfS AND INCLUDEO MtTEK 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 �t/� 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 ANSUTPII Quality Criteria,OSB-B9 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. =meCorona,CA 92880 ob Truss Truss Type Qty Ply 21367-4S K5961948 1367-4S 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 16:23:28 2019 Page 1 I D:jaigHA2yM7LWX3u 1 OVv7rizjVrO-5?YuES1 tHldgd5xS?YSa99FBVJPBspeZvwRRVhzS3cj I3-1-3 I 8-5-9 13-9-15 19-2-5 24-6-11 27-7-9 3-1-3 5-4-6 5-4-6 5-4-6 5-4-6 3-0-14 Scale=1:46.1 7x6 = 1 2 18 3 19 4 20 5 21 6 22 7 23 8 9 Ie— n w n 13 of ra All ... h I II6,m ! MI A LI I NM 6x6 = 24 16 25 26 15 27 14 28 13 29 12 30 11 31 4x4 = 17 7x6 = 10 I I 2-7-8 5-9-6 7-11-0 11-1-12 16-6-2 21-10-8 27-7-9 2-7-8 3-1-14 2-1-10 3-2-12 5-4-6 5-4-6 5-9-1 Plate Offsets(X,V)-- [6:0-3-0,0-4-8],[13:0-3-0,0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.01 15 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.28 Vert(CT) -0.03 10-11 >999 240 ,TCDL 11.0 Rep Stress Incr NO WB 0.42 Horz(CT) -0.01 17 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.01 15 >999 240 Weight:332 lb FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 'BOT CHORD 2x6 DF 1800F 2.1E except end verticals. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 19-8-9 except Qt=length)17=2-11-0,1=2-11-0,16=0-3-8,14=0-3-8. (Ib)- Max Horz 1=-237(LC 22) I Max Uplift All uplift 100 lb or less at joint(s)except 17=-896(LC 22),9=-175(LC 61),10—732(LC 25),13=-362(LC 22),12_127(LC 22),11=-136(LC 22),1=-347(LC 56),16=-159(LC 25),14=-190(LC 22) Max Gray All reactions 250 lb or less at joint(s)except 17=1580(LC 47),9=295(LC 62),10=812(LC 42), 13=1845(LC 1),12=847(LC 83),11=903(LC 84),1=359(LC 54),16=1151(LC 46),14=1195(LC 47) IFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-17=-648/124,2-3=-812/809,3-4=-2393/1239,4-5=-1017/1300,5-6=-939/953, 6-7=-921/905,7-8=-954/931,8-10=-447/157 BOT CHORD 16-17=-1011/1630,15-16=-972/1544,14-15=-893/1311,13-14=-1029/1292, 12-13=-1071/892,11-12=-914/834,10-11=-927/901 'WEBS 3-17=-2106/1373,3-15=-1168/1868,4-15=-1248/2222,4-13=-2576/1485, 5-13=-1292/1222,5-12=-1034/1232,6-12=-1188/1193,6-11=-1108/1153, 7-11=-1168/1181,7-10=-1118/1147 NOTES- '1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: �{n D PR Q c-1- Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. i.`Y Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. �Cj 04'GIN /1. qt. Webs connected as follows:2x4-1 row at 0-9-0 oc. I2)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 �4 . ' ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 8 2Q0PE t' 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 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 I Provide adequate drainage to prevent water ponding. OREGON <0 cto 6)All plates are 3x4 MT20 unless otherwise indicated. r t 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /h l'}' 7 2-c) ��— 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 `Y! ' �?7 will fit between the bottom chord and any other members. R R t��, I Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 896 lb uplift at joint 17,175 lb uplift at joint 9,732 lb uplift at joint 10,362 lb uplift at joint 13,127 lb uplift at joint 12,136 lb uplift at joint 11,347 lb uplift at joint 1,159 lb uplift at joint 16 and 190 lb uplift at joint 14. P*1 �ES. `31-201 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 April 11,2019 .anel.oints alon.the To.Chord and Bottom Chord nonconcurrent with an other live loads. ontirirjed 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. 14111° Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TIM Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 ob Truss Truss Type Qty Ply 21367-4S K5961948 1367-4S WG1A 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 16:23:28 2019 Page 2 I D:jaigHA2yM7LWX3u 1 OVv7rizjVrO-5?YuES1 tHldgd5xS?YSa99FBVJ PBspeZvwRRVhzS3cj INOTES- 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 27-7-9 for 300.0 plf. 12)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 27-7-9 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 Iat 6-9-4 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 I Uniform Loads(plf) Vert:1-2=-72,2-8=-72,8-9=-72,10-17=-90(F=-72) Concentrated Loads(lb) Vert:26=-1310(B)27=-1310(B) I I I I I 1 I I I I I I I I 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 11111 1R 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'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 ANSYTPIi 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 Iob Truss Truss Type Qty Ply 21367-4S K5961949 1367-4S 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 16:23:30 2019 Page 1 I D:jaigHA2yM7LWX3u 1 OVv7rizjVrO-1 Ogff838pMtYsP5g6zU2EaKX065oKjbsNEwYaZzS3ch 3-1-3 8-5-9I 13-9-15 19-2-5 24-6-11 27-7-9 I 3-1-3 5-4-6 5-4-6 5-4-6 5-4-6 3-0-14 Scale=1:46.1 7x6 = 1 2 18 3 19 4 20 5 21 6 22 7 23 8 9 e— Ip r n n o1 Ia n to o a 4x4 = 24 16 25 15 26 14 27 13 28 29 12 30 11 31 4x4 = 17 7x6 = 10 I I 5-9-6 11-1-12I 14-2-6 16-6-2 19-5-14 21-10-8 27-7-9 5-9-6 5-4-6 3-0-10 2-3-12 2-11-12 2-4-10 5-9-1 IPlate Offsets(X,Y)-- [6:0-3-0,0-4-8],[15:0-3-0,0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.01 16-17 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.21 Vert(CT) -0.03 16-17 >999 240 TCDL 11.0 Rep Stress Incr NO WB 0.39 Horz(CT) -0.00 12 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.01 13 >999 240 Weight:330 lb FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 'BOT CHORD 2x6 DF 1800F 2.1E except end verticals. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 14-2-6 except(jt=length)9=8-5-3,10=8-5-3,11=8-5-3,14=0-3-8,12=0-3-8. (Ib)- Max Horz 1=-234(LC 22) I Max Uplift All uplift 100 lb or less at joint(s)except 17=-669(LC 24),9=-176(LC 61),10=-664(LC 25),15=-318(LC 22),16=-146(LC 22),11=-330(LC 22),1_193(LC 56),14=-234(LC 32),12=359(LC 25) Max Gray All reactions 250 lb or less at joint(s)except 17=742(LC 43),9=301(LC 62),10=693(LC 42),15=1644(LC 1),16=895(LC 79),11=1824(LC 1),1=506(LC 54),14=1501(LC 47),12=2153(LC 46) 'FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-17=-469/153,2-3=-832/809,3-4=-932/945,4-5=-1023/1304,5-6=-2240/1158, 6-7=-1024/1262,7-8=-953/929,8-10=-441/178 BOT CHORD 16-17=-888/849,15-16=-1068/873,14-15=-933/1115,13-14=-932/1180,12-13=-870/1157, 11-12=-1010/1263,10-11=-942/865 'WEBS 3-17=-1034/1107,3-16=-1139/1156,4-16=-1015/1211,4-15=-1318/1221, 5-15=-2390/1432,5-13=-1205/2067,6-13=-1189/2024,6-11=-2363/1430, 7-11=-1385/1237,7-10=-1046/1283 INOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: iikv) PR QF'. Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. t(, c tO Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. _ GME.&''E.-� s/©'Pi 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 toI �/ g A ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 20OPE 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 plate41,4111,-..ror grip DOL=1.60 ro 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 I 5)Provide adequate drainage to prevent water ponding. jt_OREGON 6)All plates are 3x4 MT20 unless otherwise indicated. �- 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. t, 441 -/).- 1 4 r `- 8)*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 Qj will fit between the bottom chord and any other members. .1:1R11 I 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 669 lb uplift at joint 17,176 lb uplift at joint 9,664 lb uplift at joint 10,318 lb uplift at joint 15,146 lb uplift at joint 16,330 lb uplift at joint 11,193 lb uplift at joint 1,234 lb EXPIRES: 12-31-2019 uplift at joint 14 and 359 lb uplift at joint 12. 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 April 11,2019 111 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ontinked 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 M'Tek` ' is always required for stability and to prevent collapse with possible personal injuryand property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/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 Iob Truss Truss Type Qty Ply 21367-4S K5961949 1367-4S WG2 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 16:23:31 2019 Page 2 I D:jaigHA2yM7LWX3u 1 OVv7rizjVrO-WaE 1 sT3mag?PUZg 1 gg?Hmntil W R13Ar?bug560zS3cg INOTES- 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 27-7-9 for 300.0 plf. 12)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 27-7-9 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 15-0-10,and 1400 lb down and 241 lb Iup at 17-0-10,and 1400 lb down and 241 lb up at 19-0-10 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) IVert:1-2=-72,2-8=-72,8-9=-72,10-17=-90(F=-72) Concentrated Loads(Ib) Vert:12=-1310(B)27=-1310(B)28=-1310(B) 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 Mf1-7473 rev.1W03/2015 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 T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi lek" 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 Qulity Criteria,OSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandrla,VA 22314a. �Corona,CA 92880 i ob 'Truss Truss Type Qty Ply 21367-4S K5961950 1367-4S WG2A 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 16:23:33 2019 Page 1 I D:jaigHA2yM7LWX3u 1 OVv7rizjVrO-SzLnH9506HF6jtpPo51 IrCyOEK_Xy?I3C9CAuzS3ce 3-1-3 l 4-8-7 8-5-9 13-9-15 + 19-2-5 24-6-11 27-7-9 3-1-3 1-7-4 3-9-2 5-4-6 5-4-8 5-4-6 3-0-14 Scale=1:46.6 I 3x4 H 3x4 = 7x6 — 4x8 = = 3x4 II 3x4 3x4 = 1 2 18 3 19 4 20 5 21 6 22 7 23 8 9 w Be .4- 111111"11- � ,�,�,���,�,�,�,�,�,�,�,�,y���,�������;_; ll 141INI.' : ����i���i�i��d��d�3Ze'�3Z�����Z���i�2����de2�2����� i�N���71Sy...�.� .�.�.�N1141..��..�O.�.y4.�-� 6x6 = 24 16 2515 26 27 28 14 29 13 30 12 31 11 32 4x4 = 17 3x4 = 7x6 = 7x6 = 3x4 = 10 I I 596 4-8-7 a-1$8 11-1-12 13-0-2 16-6-2 21-10-8 27-7-9 i 4-8-7 0-{I1 5-4-6 1-1a8 3-6-0 5-4-6 5-9-1 I 0-11-14 'Plate Offsets(X,V)-- [4:0-3-0,0-4-8],[12:0-3-0,0-4-8],[14:0-3-0,0-4-4],[17:0-3-0,0-3-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (Ioc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL) -0.09 14-15 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.82 Vert(CT) -0.16 14-15 >632 240 CDL 11.0 Rep Stress Incr NO WB 0.93 Horz(CT) -0.01 17 n/a n/a CLL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.06 14-15 >999 240 Weight:332 lb FT=20% CDL 9.0 LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, OT CHORD 2x6 DF 1800F 2.1E11 except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing:14-15. REACTIONS. All bearings 14-7-7 except(jt=length)17=5-1-0,1=5-1-0,16=0-3-8,13=0-3-8. II (Ib)- Max Horz 1=238(LC 22) Max Uplift All uplift 100 lb or less at joint(s)11,13 except 17=-1019(LC 22),1—734(LC 46),10=-700(LC 25), 12=-739(LC 22),9=-i75(LC 61),16=-354(LC 22) Max Gray All reactions 250 lb or less at joint(s)1 except 17=2379(LC 47),10=717(LC 42),12=3964(LC 1), 11=739(LC 84),9=293(LC 62),16=2100(LC 1),13=697(LC 82) 111 ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-17=-863/196,2-3=-824/847,3-4=-3395/1382,4-5=-4619/1590,5-6=-1332/3080, 6-7=-1023/1310,7-8=-951/930,8-10=451/147 BOT CHORD 16-17=-1139/2084,15-16=-1107/2048,14-15=-1520/4147,13-14=-925/1524, 12-13=-1059/1504,11-12=-2008/1073,10-11=-995/879 EBS 3-17=-2776/1489,3-15=-1274/2487,4-15=-1777/1312,4-14=-1088/1633, 5-14=-1712/4864,5-12=-5204/1937,6-12=-2172/1405,6-11=-1158/1797 = 7-11 1369/1248,7-10=-1085/137 ,NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: + D PR OF:5 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 0-6-0 oc. ,, G I N,��� !2 Webs connected as follows:2x4-1 row at 0-9-0 oc. I2)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 �/ �17 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 -!4101P,#''.' I4)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. 37 OREGON 4, 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4-- -4, 4N A 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 1 4 r �' will fit between the bottom chord and any other members. !q I8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)11,13 except R �. (jt=lb)17=1019,1=734,10=700,12=739,9=175,16=354. 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 EXPIRES: 1 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. OG�} ,, 10)This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist April 11,2019 drag loads along bottom chord from 0-0-0 to 27-7-9 for 300.0 plf. i ontimilaitaiLMrify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. k® ���" Design valid for use only with MiTeconnectors.This design is based only upon parameters shown,and is for an individual building component,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 ANSUfP/1 Qua250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314.lity Criteria,DSB-89 and BCSI Building Component mom Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961936 1367-4S FGO3A 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 16:23:16 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-ShgMjLuM636XBF0811 EIfdlAGTKj2PHo93Xo4NzS3cv I I 3-1-12 6-3-8 I 3-1-12 3-1-12 Scale=1:17.6 4x4 = 1 3x4 II 4x4 = 2 11 3 12 4 5 MEIN w ii ■ 1 1 n N r; I IEEE MI ■■ ■■ 13 8 14 7 10 5x8 = 9 6 I3x4 H 3x4 II 3-1-12 6-3-8 3-1-12 3-1-12 'Plate Offsets(X,Y)-- [8:0-4-0,0-2-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL) -0.01 8 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.13 Vert(CT) -0.01 8 >999 240 'TCDL 11.0 Rep Stress Incr NO WB 0.32 Horz(CT) -0.00 7 n/a n/a BOLL 0.0 * Code IBC2015/TPI2014 Matrix-MP Wind(LL) 0.00 8 >999 240 Weight:84 lb FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 'BOT CHORD 2x6 DF 1800F 2.1E except end verticals. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=1752/Mechanical,7=1752/Mechanical Max Horz 9=71(LC 5) I Max Uplift 9=-256(LC 4),7=-256(LC 5) Max Gray 9=1769(LC 16),7=1772(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-9=-1022/178,2-3=-1180/164,3-4=-1180/164,4-7=-1022/178 ▪WEBS 2-8=-223/1479,3-8=-490/81,4-8=-223/1478 ▪NOTES- 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. 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. 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. 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 1 .\((, � Q ��� 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Gj PR Gt N es. ,/p 5)Provide adequate drainage to prevent water ponding. C;1 'j 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `44 89200PE -pr„ '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. 8)Refer to girder(s)for truss to truss connections. �•+ 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 256 lb uplift at joint 9 and 256 lb uplift at ,�J • joint 7. CZ- 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 OREGON �/ panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. - 11)Girder carries tie-in span(s):23-0-0 from 0-0-0 to 6-3-8 {6 'I)" 1 4 2.Q ii,.... LOAD CASE(S) Standard 4, - R t`,'- I1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) EXPIRES: 12-31-2019 Vert:1-2=-72,2-4=-72,4-5=-72,6-10=-485(F=-467) 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. 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 1Y1jTQk" is always required for stability and to prevent collapse 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 Job Truss Truss Type Qty Ply 21367-4S K5961937 1367-4S FGO3B 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 16:23:17 2019 Page 1 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-wuOkwhv_tMEOoPbLskl_CgILNtehnxvxNiHMcgzS3cu 2-8-4 5-4-8 2-8-4 2-8-4 0.25 12 3x4 I I Scale=1:16.6 3x4 I I 3x4 = 6 2 7 3 1 1 r\ N c, 1 • 8 • I 5 4 4x4 4x4 = = 5-4-8 5-4-8 'LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) -0.01 4-5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.28 Vert(CT) -0.04 4-5 >999 240 TCDL 11.0 Rep Stress Incr NO WB 0.04 Horz(CT) 0.00 4 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-MP Wind(LL) 0.01 4-5 >999 240 Weight:70 lb FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc purlins, BOT CHORD 2x6 DF 1800F 2.1E except end verticals. "WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=558/Mechanical,4=558/Mechanical Max Horz 5=72(LC 5) I Max Uplift 5=-98(LC 4),4=-74(LC 8) Max Gray 5=748(LC 20),4=748(LC 23) ,FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-5=-520/28,3-4=-519/28 BOT CHORD 4-5=-55/325 ▪WEBS 2-5=-420/86,2-4=-420/51 ▪NOTES- 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. 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. 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 1�LD PR Qfi I grip DOL=1.60 ��C' �S 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 CO \,GI NE fi� /� 5)Provide adequate drainage to prevent water ponding. c...3., T r 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �'�i "k' 17)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide `g Q�� will fit between the bottom chord and any other members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 98 lb uplift at joint 5 and 74 lb uplift at —4(le 411010 joint 4. 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 allI OREGON jU� panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 4- 4. IC11)Girder carries tie-in span(s):8-0-0 from 0-0-0 to 5-4-8 �,��' 7a � 111 .1:? ' - LOAD CASE(S) Standard 1 c:1 R 10,- ,1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) EXPIRES: 12-31-2019 Vert:1-3=-72,4-5=-147(F=-129) 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. 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 MOM 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 BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Rob Truss Truss Type Qty Ply 21367-4S K5961938 111367-4S HG01 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 16:23:18 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-04x681 vicegMFQZAXPSGDI2gU IHOiW MH5cM0v8GzS3ct I4-1-4 82-8 4-1-4 4-1-4 0.25 12 Scale=1:19.4 3x4 I I 2 4x4 = 11 3 3x4 = 12 4 5 1 1 1 1 e a 33 I L A13 8 14 7 3x4 = 10 9 6 I 3x4 II 4x4 = 4-1-4 8-2-8 4-1-4 4-1-4 'LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.01 7-8 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.16 Vert(CT) -0.01 7-8 >999 240 TCDL 11.0 Rep Stress Incr NO WB 0.16 Horz(CT) 0.00 7 n/a n/a BCLL 0.0 BCDL 9.0 Code IBC2015/TP12014 Matrix-MP Wind(LL) 0.00 8 >999 240 BRACING- Weight:107 lb FT=20% LUMBER- 1 TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 DF 1800F 2.1E except end verticals. IWEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. EACTIONS. (lb/size) 9=723/Mechanical,7=723/Mechanical Max Horz 9=82(LC 5) Max Uplift 9=-123(LC 4),7=-104(LC 8) Max Gray 9=839(LC 20),7=821(LC 23) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=-733/120,2-3=-652/102,4-7=-544/48 BOT CHORD 7-8=-82/651 ▪WEBS 2-8=-135/757,3-8=-155/342,3-7=-764/100 ▪NOTES- 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. 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. 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 [D PR�F '\((-N‘ ass 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 �Gj � G � � /� 5)Provide adequate drainage to prevent water ponding. /y' 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 44 .7 I _. 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide *9200P will fit between the bottom chord and any other members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 123 lb uplift at joint 9 and 104 lb uplift at -re . r joint 7. 0 Cr I10)This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all OREGON 4' panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. Ii - x, iA. 11)Girder carries tie-in span(s):6-0-0 from 0-0-0 to 8-2-8 '0 '9� '14, 2a p`4" LOAD CASE(S) Standard R t L'- '1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) EXPIRES: 12-31-2019 Vert:1-2=-72,2-4=-72,4-5=-72,6-10=-104(F=-86) April 11,2019 r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10f0312015 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 1Y1iTeke is always required for stability and to prevent collapse 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 Job Truss Truss Type Qty Ply 21367-4S K5961939 1367-4S 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 16:23:18 2019 Page 1 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-04x681 vicegMFQZAXPSGD12gU2HOI WOH5cM0v8GzS3ct I 1-10-8 1-10-8 1 2 4x4 = 9 3 3x44 I Scale=1:15.3 ' 1111lii 1=\ i, . 7 r - 1.1 -I, 10 6 8 3x4 11 4x4 = I 7 5 1-10-8 1-10-8 'LOADING (psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.00 6-7 >999 360 MT20 220/195 TCDL 11.0 Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 6-7 >999 240 BCLL 0.0 Rep Stress lncr NO WB 0.03 Horz(CT) 0.00 5 n/a n/a Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 6-7 >999 240 Weight:15 lb FT=20% I BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD 2-0-0 oc purlins:1-4, except end verticals. BOT CHORD 2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I WEBS 2x4 DF Stud/Std REACTIONS. (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) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-7=-721/205,3-6=-623/153 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 I3)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. 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. 6)Refer to girder(s)for truss to truss connections. '7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 142 lb uplift at joint 8 and 142 lb uplift at �[� PR Qfi joint 5. .r1 6� 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 ��'�� c, ./c,panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. �J ' T 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 'KJ -7 I 10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)534 lb down and 208 lb up at � G4�}R 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) isthe responsibility others. CC 11) Inn the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 7 `� LOAD CASE(S) Standard I Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 OREGON C( �. ' rC Uniform Loads(plf) /Q -iy- 14 2. 4Vert:1-2=-72,2-3=-72,3-4=-72,5-8=-18 A. R 4 �.. r Concentrated Loads(Ib) C '„ I Vert:9=-500(F)10=-500(F) EXPIRES: 12-31-2019 April 11,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER'REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. NIDesign valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 Job Truss Truss Type Qty Ply 21367-4S K5961940 1367-4S MS2 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 16:23:19 2019 Page 1 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-SG W LNwEP_U62jljz9nSH FNfphMXFrW ErOmShizS3cs I 1-10-8 1-10-8 3x4 1 4x4 = Scale=1:15.5 2 9 3 4 1 M11.444, In 1 'gill 1 ME .. . 1 10 6 3x4 8 4x4 = 1 7 5 1-10-8 1-10-8 'LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.15 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 Ina NO WB 0.03 Horz(CT) 0.00 5 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 6-7 >999 240 Weight:15 lb FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD 2-0-0 oc purlins:1-4, except end verticals. BOT CHORD 2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. IWEBS 2x4 DF Stud/Std REACTIONS. (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) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-721/208,3-6=-623/153 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 I3)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. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. '7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 143 lb uplift at joint 8 and 144 lb uplift at } P R Q fi joint 5. ��� fiss 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 �Gj ,AGt N� `� ,/® panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. Cj 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. / �1 "7 I10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)534 lb down and 208 lb up at 720 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). -- ,,.. alp• LOAD CASE(S) Standard ,1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 'f7 OREGON 11/� I. )**. A. Uniform Loads(plf) /6 -4. 14 2,4 '}- Vert:1-2=-72,2-3=-72,3-4—72,5-8=-18 $ �Vo` Concentrated Loads(Ib) "'IS R I t,, - I Vert:9=-500(F)10=-500(F) EXPIRES: 12-31-2019 April 11,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE M!1-7473 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 111111a 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. 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,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961941 1367-4S 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 16:23:19 2019 Page 1 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-sG WLNwEP_U62jljz9nSH FNfshM W FrU ErOmShizS3cs 1 I 1-10-8 1-10-8 3x4 11 I 1 4x4 = Scale:3/4"=1' _ 3. '- iii .. i MI ME tl 10 6 B 4x4 = 7 5 3x4 11 1-10-8 1-10-8 '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 0.14 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 IBCLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 6-7 >999 240 Weight:15lb FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD 2-0-0 oc purlins:1-4, except end verticals. BOT CHORD 2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. EBS 2x4 DF Stud/Std REACTIONS. (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) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-7=-721/213,3-6=-623/154 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. 4)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. 6)Refer to girder(s)for truss to truss connections. '7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 146 lb uplift at joint 8 and 146 lb uplift at c ��} P R�fi joint 5. �y�0.4 fit}'�y 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 �Gj �,wGI Ni fi� �� panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 'T 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. t4 -p '10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)534 lb down and 208 lb up at 8�2{}�}P t" /� 0-11-4 on top chord,and 534 lb down and 208 lb up at 0-11-4 on bottom chord. The design/selection of such connection device(s) 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). - `v. - I, CZ" ILOAD CASE(S) Standard f7 ,A�"_OREGON �4' 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 1 f_ �� Uniform Loads(plf) /6 )' 1 4, 2S 4 Vert:1-2=-72,Concentrated Loads(Ib)2-3=-72,3-4=-72,5-8=-18 14' .•R R 1 L\- ' 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 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 Nga truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MilQke is always required for stability and to prevent collapse 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/TRHQuality 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 Iob Truss Truss Type Qty Ply 21367-4S K5961942 1367-4S 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 16:23:20 2019 Page 1 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-KS3fZjxsAHczftKvXtlhgTwge5il_IjO4gV0D8zS3cr 1-10-8 1-10-8 1 4x4 = 3x4 II Scale:3/4"=1' 2 9 3 4 1 EMI\ El 1 N.- ,N , - . 111 0 Mil 11111 6 1 ii11111111" 10 8 8 axa = I 7 5 3x4 I I 1-10-8 1-10-8 'LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 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 I BCLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 6-7 >999 240 Weight:15 lb FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD 2-0-0 oc purlins:1-4, except end verticals. BOT CHORD 2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I WEBS 2x4 DF Stud/Std REACTIONS. (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) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-721/216,3-6=-623/154 111 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 I2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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. 6)Refer to girder(s)for truss to truss connections. I Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 147 lb uplift at joint 8 and 148 lb uplift ata0 PR QF joint 5. ((' 8)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 �� -� G �E � �� panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. C,7 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �J I 10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)534 lb down and 208 lb up at 8920C}PE 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). (a, LOAD CASE(S) Standard <Z/ I 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 �7 1- „.7A_OREGON\'° its, Uniform Loads(plf) <Q AY 7 4, 2d :` Vert:1-2=-72,2-3=-72,3-4=-72,5-8=-18 '�/11 R`� Concentrated Loads(Ib) 1 I Vert:9=-500(F)10=-500(F) EXPIRES: 12-31-2019 April 11,2019 A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mt1-7473 rev.10/03I2015 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 g building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IYI I Te it is always required for stability and to prevent collapse 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 Oob Truss Truss Type Qty Ply 21367-4S K5961943 1367-4S MS5 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 16:23:21 2019 Page 1 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-ofdFm3yUxbkpHl v65agwMgS?QU2_ikxXI KFZIbzS3cq I 1-10-8 1-10-8 4x4 = 3x4 I I Scale=1:16.4 1 2 9 3 q I1111`L In 1 . 1i 1.& 1 ■■ . _ 1ow'6 8 axa = I 7 5 3x4 11 1-10-8 1-10-8 'LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 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 IBcLL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 6-7 >999 240 Weight:15 lb FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD 2-0-0 oc purlins:1-4, except end verticals. BOT CHORD 2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. ,WEBS 2x4 DF Stud/Std REACTIONS. (lb/size) 8=584/Mechanical,5=584/Mechanical Max Horz 8=-73(LC 8) Max Uplift 8=-150(LC 8),5=-150(LC 9) Max Gray 8=764(LC 24),5=691(LC 26) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-7=-721/221,3-6=-623/155 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 I2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. I Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 150 lb uplift at joint 8 and 150 lb uplift at a'�[} PR Op� joint 5. c 0. 8)This truss has been designed for a moving concentrated load of 250.0Ib live and 250.0Ib dead located at all mid panels and at all �GjA V' GIN+ . . ��© panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. C„t^ 2i 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. -? I 10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)534 lb down and 208 lb up at 892{}pPE t' 0-11-4 on top chord,and 534 lb down and 208 lb up at 0-11-4 on bottom chord. The design/selection of such connection device(s) Mi 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). ' LOAD CASE(S) Standard it I 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 d OREGON y� Nt` At Uniform Loads(plf) i6 '1)'. 4 �f 4 2.° 4Vert:1-2=-72,2-3=-72,3-4=-72,5-8=-18 L4' Concentrated Loads(Ib) �R R(LA I Veil:9=-500(F)10=-500(F) EXPIRES: 12-31-2019 April 11,2019 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-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 lVhTek' ' 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/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 ob Truss Truss Type Qty 'Ply 21367-4S K5961944 1367-4S 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 16:23:21 2019 Page 1 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-ofdFm3yUxbkpHl v65agwMgS?OU2_IkvXIKFZIbzS3cq I 1-10-8 1-10-8 = 3x4 I I Scale=1:16.6 4x4 1 2 9 3 4 I MEE 1iriii .,.: . . .. ., Iis.i1 1pum,.. ., ; 10 6 8 4x4 = 7 5 3x4 I I 1-10-8 1-10-8 ,LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.14 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 Ina NO WB 0.04 Horz(CT) 0.00 5 n/a n/a I BCLL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 6-7 >999 240 Weight:16 lb FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD 2-0-0 oc purlins:1-4, except end verticals. BOT CHORD 2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I WEBS 2x4 DF Stud/Std REACTIONS. (lb/size) 8=584/Mechanical,5=584/Mechanical Max Horz 8=-75(LC 8) ' Max Uplift 8= =151(LC 8),5152(LC 9) Max Gray 8=764(LC 24),5=691(LC 26) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-721/225,3-6=-623/155 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 pat(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 I3)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. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. I Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 151 lb uplift at joint 8 and 152 lb uplift at Cn ® P R Q��� joint 5. ` �c 8)This truss has been designed for a moving concentrated load of 250.0Ib live and 250.0Ib dead located at all mid panels and at all ,Cj� MAGI N �R Q panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. r,.,\..., ? 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �✓ 5' '10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)534 lb down and 208 lb up at 89200P 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). LOAD CASE(S) Standard CC I 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 fl OREGON to �I— ' y 4N A Uniform Loads(plf) 14.t 2 ' Vert:1-2=-72,2-3=-72,3-4=-72,5-8=-18 qt } ` Concentrated Loads(Ib) Yf�R RA.'' Vert:9=-500(F)10=-500(F) EXPIRES: 12-31-2019 April 11,2019 IIA 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 rtAilek° ' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS4TPII Qualify 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Criteria,DSB-89 and BCS/Building Component Corona,CA 92880 Iob Truss Truss Type Qty Ply 21367-4S K5961945 1367-4S SB1 SPECIAL 14 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 8 Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 16:23:22 2019 Page 1 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-GrBd_Py7ivsgvAU IeHL9vu?95uMyS7ChX_7H1 zS3cp 1-10-8 1-10-8 1.5x4 II 1 3x4 = Scale-.1:13.5 2 7 3 4 ►�ii:iiiiiii•i•i•i•ii•i•iii% ii ►�i�i. ��ii4��i�•i•ii•��i`Oi.4; ►�i�i�i�i�iIi• i�i1t'" I 3x6 II6x6 = 6 8 5 1-10-8 F- 1-1 0-8 'LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.21 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 I BCLL 0.0 * Code IBC2015/TP12014 Matrix-P Wind(LL) 0.00 6 **** 240 Weight:12 lb FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, BOT CHORD 2x4 DF No.1&Btr except end verticals. I WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. 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) FORCES. (Ib)-Max.Comp,/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-6=-478/437,2-3=-423/424,3-5=-515/67 BOT CHORD 5-6=-391/393 I 2-5=-767/767 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide I fit between the bottom chord and any other members. P F{0 k-r 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 386 lb uplift at joint 6,182 lb uplift at ���Vt� joint 1 and 560 lb uplift at joint 5. CO,ANG I N F 6.,7)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 r " T /7!j panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ,Ni $� ,L i 8)This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag 89200PE loads along bottom chord from 0-0-0 to 1-10-8 for 300.0 plf. o> , I 'i*OREGON I), X44 '''4 .1k 14, 2° g -/I- .. PRO- ' EXPIRES: 12-31-2019 April 11,2019 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE NutDesign valid for use only with MiTekt8 connectors.This design is based only upon parameters shown,and is for an individual building component,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 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 Iob Truss Truss Type Oty Ply 21367-4S K5961946 1367-4S 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 16:23:23 2019 Page 1 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-11 I?BkzITC_XXK3UC?sOS5YHm IiBBX?gmekggTzS3co 1-10-8 1 1-10-8 1 2 6x6 = 1.5x4 I I Scale=1:19.3 3 7 4 I 1 1 ►�OOi�i•.•O. ii: Iob Truss Truss Type Qty Ply 21367-4S K5961947 1367-4S 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 16:23:25 2019 Page 1 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-hQtmcQ???gFFmeCtKQusXWdgB5N RfSu7DyDnuMzS3cm 3-1-3 8-5-9 13-9-15 19-2-5 24-6-11 27-7-9 3-1-3 5-4-6 5-4-6 5-4-6 5-4-6 3-0-14 Scale=1:46.1 I 7x6 = 1 2 18 3 19 4 20 5 21 6 22 7 23 8 9 ClI! 1 ,, n n n @ .4 •..••..........•......• .. ... . .............. ............. ..... . .. ............ 6s6 = 24 16 25 26 15 27 14 28 13 29 12 30 11 31 4x4 =- 17 17 7x6 = 10 I I 2-7-8 5-9-6 7-11-0 11-1-12 16-6-2 21-10-8 27-7-9 2-7-8 3-1-14 2-1-10 3-2-12 5-4-6 5-4-6 5-9-1 'Plate Offsets(X,Y)-- [6:0-3-0,0-4-8],[13:0-3-0,0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP � TCLL 25.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.01 15 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.29 Vert(CT) -0.03 10-11 >999 240 'TCDL 11.0 Rep Stress Incr NO WB 0.42 Horz(CT) -0.01 17 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.01 15 >999 240 Weight:330 lb FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 'BOT CHORD 2x6 DF 1800F 2.1E WEBS 2x4 DF Stuexcept end verticals. d/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 19-8-9 except(jt=length)17=2-11-0,1=2-11-0,16=0-3-8,14=0-3-8. (Ib)- Max Horz 1=234(LC 22) I Max Uplift All uplift 100 lb or less at joint(s)except 17—872(LC 22),9=-185(LC 61),10=-706(LC 25),13_358(LC 22),12=-126(LC 22),11=-135(LC 22),1=-368(LC 56),16—162(LC 33),14=-194(LC 22) Max Gray All reactions 250 lb or less at joint(s)except 17=1566(LC 47),9=291(LC 62),10=790(LC 20), 13=1830(LC 1),12=846(LC 83),11=903(LC 84),1=350(LC 54),16=1166(LC 46),14=1213(LC 47) 'FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-17=-671/130,2-3=-807/808,3-4=-2433/1244,4-5=-1022/1327,5-6=-940/955, 6-7=-922/906,7-8=-953/929,8-10=-459/158 BOT CHORD 16-17=-1016/1650,15-16=-976/1564,14-15=-896/1271,13-14=-1033/1304, 12-13=-1079/893,11-12=-914/835,10-11=-929/903 WEBS 3-17=-2101/1359,3-15=-1151/1864,4-15=-1232/2224,4-13=-2586/1475, 5-13=-1296/1211,5-12=-1017/1222,6-12=-1174/1180,6-11=-1094/1140, 7-11=-1154/1167,7-10=-1103/1132 I f^� NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: ac O PR Q/t- Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. S(, Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. ��CO - Gt N4`7 f© Webs connected as follows:2x4-1 row at 0-9-0 oc. 7 /4j I2)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. 89200PE 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 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.10 5)Provide adequate drainage to prevent water ponding. f7 �"OREGON �{/ I 6)All plates are 3x4 MT20 unless otherwise indicated. ,L r/ fib` �,, 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '�� }' 14 2 o, 8)*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 RP ' will fit between the bottom chord and any other members. R}� �- 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 872 lb uplift at joint 17,185 lb uplift at joint 9,706 lb uplift at joint 10,358 lb uplift at joint 13,126 lb uplift at joint 12,135 lb uplift at joint 11,368 lb uplift at joint 1,162 lb E}(pI RES: 12-31-2019 uplift at joint 16 and 194 lb uplift at joint 14. 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 April 11,2019 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. x,,a onti ed on nape 2 AL WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not lir a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall i_ 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/f a250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314Qu.lity Criteria,DSB-89 and BCS/Building Component —Corona,CA 92880 ob Truss Truss Type Oty Ply 21367-4S K5961953 1367-4S WG4 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 16:23:40 2019 Page 2 I D:jaigHA2yM7LWX3u 1 OVv7rizjVrO-IJHRIYAPTQ873xsIi3fOehIET8RGgF9KgoL4w_zS3cX INOTES- 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 27-7-9 for 300.0 plf. 12)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 27-7-9 13)This truss has large uplift reaction(s)from gravity load case(s).Proper connection is required to secure truss against upward movement at the bearings.Building designer must provide for uplift reactions indicated. 14) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1400 lb down and 241 lb up at 17-7-8,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. LOAD CASE(S) Standard I1)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:27=-1310(B)29=-1310(B) 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.10/03J2015 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 iyl 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,Safe 312,Alexandria,VA 22314. Corona,CA 92880 ob Truss Truss Type Oty Ply 21367-4S K5961954 1367-4S 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 16:23:42 2019 Page 1 I ID:jaigHA2yM7LWX3u1 OVv7rizjVrO-hhOBAECf_2OrIF?8pUisj6ga3yAz898d75gA?tzS3cV 3-1-3 8-5-9 13-9-15 19-2-5 24-6-11 27-7-9 3-1-3 5-4-6 5-4-6 5-4-6 5-4-6 3-0-14 Scale=1:46.1 I5x8 = 7x6 = 1 2 19 3 20 4 21 5 22 6 23 7 24 8 9 Io to I. n n ,I 7 Z o u o LI LI o I .• /;••,;•;•I.;.:•.;•;•,;•;•;•:.I..44064•;.....;.V e3;•:•;•;•;•••;•;•;•.!•.;..;•;•;•;,..b..•;•;•;•;•#6:•;•,;•:•;•;•;•;•;•;•,;....O;•;•;•;•;•;•;•;•;•;•;•;•;•;•;•;•;•;•;••;•;•.y.;.:••.;•;•;. ,, 4x4 = 25 17 26 16 1527 28 14 13 29 12 30 11 31 4x4 = 18 3x8 I1 ' 7x6 = 1U i I 5-9-6 6r3-4 8-5-9 11-1-12 11]6-2 16-6-2 21-10-8 _ _ 27-7-9 1 5-9-6 0-'5-14 2-2-5 2-8-3 0-5-6 4-11-6 5-4-6 5-9-1 Plate Offsets(X,V)-- [4:0-4-0,0-1-8],[5:0-3-0,0-4-8],[12:0-3-0,0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.01 14-15 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.32 Vert(CT) -0.03 10-11 >999 240 CDL 11.0 Rep Stress Incr NO WB 0.36 Horz(CT) 0.00 13 n/a n/a BCLL 0.0 * CDL g,0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.01 14-15 >999 240 Weight:337 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, 'BOT CHORD 2x6 DF 1800F 2.1E except end verticals. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 16-0-13 except(jt=length)18=6-6-12,17=6-6-12,1=6-6-12,16=0-3-8,13=0-3-8. I (Ib)- Max Horz 1=-238(LC 22) Max Uplift All uplift 100 lb or less at joint(s)except 18=685(LC 24),9=-172(LC 61),10=-739(LC 25),12=213(LC 22),17=-176(LC 22),11=-i39(LC 22),1—166(LC 56),16=-366(LC 22),13=-472(LC 22) Max Gray All reactions 250 lb or less at joint(s)except 18=727(LC 43),9=296(LC 62),10=814(LC 42),12=1162(LC 1),17=1803(LC 71),11=913(LC 1),1=519(LC 54),16=1504(LC 47),13=2815(LC 47) IFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-18=427/176,2-3=-835/813,3-4=-976/1117,4-5=-1141/949,5-6=-966/1010, 6-7=-928/920,7-8=-953/931,8-10=-444/154 BOT CHORD 17-18=-950/817,16-17=-999/1715,15-16=-808/1586,14-15=-995/1726,13-14=-859/841, 12-13=-934/932,11-12=-949/835,10-11=-837/890 'WEBS 3-18=-1029/1194,3-17=-1278/1213,4-17=-2880/1486,4-14=-1693/1245, 5-14=-1058/1376,5-12=-1510/1285,6-12=-1223/1213,6-11=-1089/1170, 7-11=-1181/1190,7-10=-1114/1148,4-15=-254/1746 'NOTES- 1)2-ply truss to be connected together with 10d(0.131'x3")nails as follows: ac® PR or, Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. �`'K NG t CC/® Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. Co 7 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 tocC- 44-t .7 Iply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 8 2Q�}PE C"" 3)Wind:ASCE 7-10;Vuit=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 `.... 4)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10I (Z 5)Provide adequate drainage to prevent water ponding. OREGON 406)All plates are 3x4 MT20 unless otherwise indicated. �- 2J NI), A, 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ''' .41r i 4 2. �4 8)*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. R R«- I Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 685 lb uplift at joint 18,172 lb uplift at joint 9,739 lb uplift at joint 10,213 lb uplift at joint 12,176 lb uplift at joint 17,139 lb uplift at joint 11,166 lb uplift at joint 1,366 lb EXPIRES- 12-31-2019 uplift at joint 16 and 472 lb uplift at joint 13. 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 April 11,2019 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ontirwed on page 2 ,. AL WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 VI/TPA Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 I ob Truss Truss Type Qty Ply 21367-4S K5961954 1367-4S WG4A 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 16:23:43 2019 Page 2 I D:jaigHA2yM7LWX3u 1 OVv7rizjVrO-9uyZOaDIILWiwPaKNCD5FJNIpM W CtcOmMlakXJzS3cU INOTES- 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 27-7-9 for 300.0 plf. 12)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 27-7-9 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 7-8-4,and 1400 lb down and 241 lb up at 9-8-4,and 1400 lb down and 241 lb up at 11-8-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. I LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 I Uniform Loads(plf) Vert:1-2=-72,2-8=-72,8-9=-72,10-18=-90(F=-72) Concentrated Loads(Ib) Vert:13=-1310(B)27=-1310(B)28=-1310(B) I I I 1 1 1 I I I I I I I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MY-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 RR� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IYItlek" is always required for stability and to prevent collapse 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 11111•11250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 iliob Truss Truss Type Qty Ply 21367-4S K5961955 1367-4S WG5 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 16:23:45 2019 Page 1 ID:jaigHA2yM7LWX3u1 OVv7rizjVrO-5G4KpGEYHzmQ9jkjVdFZLkS2L97ZLSB3p33gbCzS3cS I3-1-3 8-5-9 i 13-9-15 18-3-1419-2-5124-6-11 27-7-9 i 3-1-3 5-4-6 5-4-6 4-5.1510-7 5-4-6 3-0-14 Scale=1:46.6 I 3x4 I I 3x4 = 3x4 = 3x6 = 7x6 = 3x4 = 3x4 II 1 2 19 3 20 4 21 5 22 6 23 7 24 8 9 Hi n n n . n C In a .....2....__..._..._._.5_0_.9_4.2.0_.2.52._.20..02.2_._..._.1._X I.5__0_.2.20_V2.r, g;;'.•,DDD,,•D,,,0IV_•,_; aim 4x4 = 25 17 26 16 27 15 28 29 30 14 31 32 13 33 12 34 35 36 11 10 18 3x4 = 7x6 = 6x6 = 3x6 = 6x6 = I I 5-9-6 11-1-12 I 12-9-3 16-6-2 I 18-4-11 I 20-1-15 1 21-10-8 2212.11 27.7.9 5-9-6 5-4-6 1-7-7 3-8-15 1-10-9 1-94 1-8-9 0-4.3 5-4-14 'Plate Offsets(X,Y)-- [6:0-3-0,0-4-8],[14:0-3-0,0-4-4],[16:0-3-0,0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.05 11-12 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.58 Vert(CT) -0.10 11-12 >693 240 'TCDL 11.0 Rep Stress Incr NO WB 0.59 Horz(CT) -0.01 11 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.04 11-12 >999 240 Weight:330 lb FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, ,BOT CHORD 2x6 DF 1800E 2.1E WEBS 2x4 DF Stud/Std*Except* except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-18,8-11:2x4 DF No.1&Btr REACTIONS. All bearings 13-0-11 except(jt=length)11=0-4-14,12=4-1-8,12=4-1-8,15=0-3-8, 13=0-3-8. (Ib)- Max Horz 1=-72(LC 4) Max Uplift All uplift 100 lb or less at joint(s)except 18=-679(LC 24),11—888(LC 25),16=-347(LC 22),17=-121(LC 23),12=-793(LC 22),1=-252(LC 56), 15=426(LC 33),13=-211(LC 25) Max Gray All reactions 250 lb or less at joint(s)except 18=748(LC 56),11=1827(LC 46),16=1780(LC 1),17=868(LC 78),12=4381(LC 47),12=4355(LC 1),1=503(LC 54),15=2628(LC 46),13=1279(LC 46) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ,TOP CHORD 2-18=-538/173,2-3=-992/967,3-4=-973/1039,4-5=-1099/1729,5-6=-3431/1347, 6-7=-1042/1556,7-8=-953/890,8-11=-530/65 BOT CHORD 17-18=-895/859,16-17=-1227/903,15-16=-1075/1583,14-15=-885/1481, 13-14=-1107/1679,12-13=-1005/1641,11-12=-1056/890 I WEBS 3-18=-1046/1180,3-17=-1199/1201,4-17=-1014/1350,4-16=-1497/1267, 5-16=-3421/1608,5-14=-1383/3113,6-14=-1355/3001,6-12=-3333/1595, n��} PRtx 7-12=-1700/1298,7-11=-1112/1560 A,, ' �v's NOTES- C? ltl N��� '�©� I1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: �`{/ 'Qf Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. 89200PE Bottom chords connected as follows:2x6-2 rows staggered at 0-5-0 oc. �/ Webs connected as follows:2x4-1 row at 0-9-0 oc. . o' 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 .• 41111P ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. Cr '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; - OREGON MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate $ 47 k Nt,` grip DOL=1.60 qY. 14, 24 -� 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 A -'-- 5)Provide adequate drainage to prevent water ponding. +'!�` Y R �-`•°'''.'6)This truss has been designed for a 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.Opsf 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 ¶ntintjed nn Dann 2 AWARNING-Verify design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE M!l-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 MiTQkis always required for stability and to prevent collapse 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/fQuality 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 2231Q4mum. Corona,CA 92880 ob Truss Truss Type Qty Ply 21367-4S K5961955 1367-4S 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 16:23:45 2019 Page 2 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-5G4KpGEYHzmQ9jkjVdFZLkS2L97ZLSB3p33gbCzS3cS INOTES- 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 679 lb uplift at joint 18,888 lb uplift at joint 11,347 lb uplift at joint 16,121 lb uplift at joint 17,793 lb uplift at joint 12,252 lb uplift at joint 1,426 lb uplift at joint 15 and 211 lb uplift at joint 13. 9)This truss has been designed for a moving concentrated load of 250.0Ib live and 250.0Ib dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ,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 27-7-9 for 300.0 plf. 11)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 27-7-9 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 13-11-0,1400 lb down and 241 lb up at 15-11-0,1400 lb down and 241 lb up at 17-11-0,1400 lb down and 241 lb up at 16-6-0,and 1400 lb down and 241 lb up at 23-11-0,and 1400 lb down and 241 lb up Iat 25-11-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) IVert:1-2=-72,2-8=-72,8-9=-72,10-18=-90(F=-72) Concentrated Loads(Ib) Vert:14=-1310(B)28=-1310(B)30=-1310(B)32=-1310(B)34=-1310(B)36=-1310(B) I I II 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 , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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' wenn MI 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 TPIf Qu250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314.ality Criteria,058-89 and BCS/Building Component Corona,CA 92880 !lob Truss Truss Type Qty Ply 21367-4S K5961956 1367-4S WG5A 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 16:23:47 2019 Page 1 I D:jaigHA2yM7LWX3u 1 OVv7rizjVrO-2fC4DyGopa07P0u6c1 H1 Q9XRiztUpMeMHNYxg4zS3cQ I I 3-1-3 8-5-9 13-9-15 19-2-5 l 24-6-11 27-7-9 3-1-3 5-4-6 5-4-6 5-4-6 5-4-6 3-0-14 Scale=1:46.1 I 8x8 = 7x6 = 1 2 19 3 20 4 21 5 22 6 23 7 24 8 9 o-- 0 o n n a : u Z- Z .•O.❖.❖O.•.�:. • ':.❖••o❖x4......AtZ, :a ❖❖•o•xo•oo•o••oo❖.• •••p•❖p••pppppppp•••pppO•pp• 25 17 26 16 27 15 28 14 29 30 13 31 32 12 33 11 34 4x4 = 18 7x6 = 3x12 II 10 I 6x6 = I 1-11-11 5-9-6 7-3-3 9-3-15 I 11-1-1211 I1I1 13-9-15 1653 16 -2 21-10-8 27-7-9_ ___ 1-11-11 3-9-11 1-5-13 2-0-12 1-9-13 0 15 2-5-4 2-7-0 0-0-5 5-4-6 — — 5-9-1 Plate Offsets(X,Y)-- [6:0-3-0,0-4-8],[14:0-3-0,0-4-8] _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP ' TCLL 25.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.02 16-17 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.36 Vert(CT) -0.03 16-17 >999 240 I TCDL 11.0 Rep Stress Incr NO WB 0.60 Matrix-MS Horz(CT) -0.01 18 n/a n/a BCLL 0.0 9.0 Code IBC2015lTPI2014 Wind(LL) 0.01 16-17 >999 240 Weight:337 lb FT=20 BCDL ' LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 'BOT CHORD 2x6 DF 1800F 2.1E WEBS 2x4 DF Stuexcept end verticals. d/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 11-2-6 except(jt=length)18=2-3-3,14=4-1-8,14=4-1-8,1=2-3-3,17=0-3-8,15=0-3-8. 1 (Ib)- Max Horz 1=238(LC 22) Max Uplift All uplift 100 lb or less at joint(s)15 except 18=-870(LC 22),9=172(LC 61),10=-740(LC 25), 14=-985(LC 22),12=576(LC 22),11=-113(LC 22),1=-351(LC 46),17=-271(LC 25) Max Gray All reactions 250 lb or less at joint(s)except 18=1324(LC 47),9=296(LC 62),10=812(LC 42), 14=5310(LC 47),14=5233(LC 1),12=3230(LC 47),12=3210(LC 1),11=858(LC 86),1=350(LC 54),17=1814(LC 46),15=686(LC 82) 'FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-18=-654/129,2-3=-811/815,3-4=-2446/1247,4-5=-1072/1644,5-6=-989/1186, 6-7=-934/940,7-8=-955/932,8-10=-446/152 IBOT CHORD 17-18=-1031/1596,16-17=-954/1538,15-16=-941/1187,14-15=-1010/1238, 13-14=-971/1637,12-13=-1048/1695,11-12=-1018/850,10-11=-918/877 WEBS 3-18=-2137/1384,3-16=-1186/1937,4-16=-1295/2467,4-14=-2881/1540, 5-14-3488/1585,5-12=-2880/1465,6-12=-1279/1229,6-11=-1062/1219, 7-11=-1190/1193,7-10=-1095/1164,5-13=466/2905 fPRQ fiINOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: g" C Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. �Ca e I N..E,fi� /� Bottom chords connected as follows:2x6-2 rows staggered at 0-5-0 oc. SCO / Webs connected as follows:2x4-1 row at 0-9-0 oc. -Q 1 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply toct" 89200PE ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. if e---.Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; ' / �? IP MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate ' grip DOL=1.60tnit 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 - OREGON tx 111 5)Provide adequate drainage to prevent water ponding. 6)All plates are 3x4 MT20 unless otherwise indicated. /� '44' 4}' 1412P 12P 4 �$ 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. A..r ' +� 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 C R RIO- EXPIRES: t �. I will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15 except(jt=lb) PI r S 12-31-2019 18=870,9=172,10=740,14=985,12=576,11=113,1=351,17=271. 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 Itpanel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. I ontived onpage2 Nam MM WARNING-Verify design parameters end 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, V a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 Job Truss Truss Type Qty Ply 21367-4S K5961950 11367-4S WG2A 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 16:23:33 2019 Page 2 I D:jaigHA2yM7LWX3u 1 OVv7rizjVrO-SzLnH9506HF6jtpPo51 IrCyOEK_Xy?13C9CAuzS3ce INOTES- 11)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 27-7-9 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 7-0-10,and 1400 lb down and 241 lb up at 9-0-10,and 1400 lb down and 241 lb up at 11-0-10 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard I 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) I Vert:14=-1310(B)26=-1310(F)28=-1310(B) I I I I 11 I I I I I I I A �� WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.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 Kir a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �/T i' building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IYI 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 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 Job Truss Truss Type Qty Ply 21367-4S K5961951 1367-4S WG3 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 16:23:35 2019 Page 1 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-OLTYir7GeuVgzAzovW4Dxd2Ne7mg?_ObW WeJFnzS3cc I 3-1-3 8-5-9 13-9-15 19-2-5 24-6-11 27-7-9 3-1-3 5-4-6 5-4-6 5-4-6 5-4-6 3-0-14 Scale=1:46.1 7x6 1 2 18 3 19 4 20 5 21 6 22 7 23 8 9 I r"' [7 [a n m n o D n .. . ................... ......................................... ......................... ,x•.00.0000• 4x4 = 24 16 25 15 26 14 27 13 28 12 29 30 11 31 6x6 = 17 7x6 = 10 I I 5-9-6 11-1-12 ( 16-6-2 I 20-4-5 21-10-8 25-7-13 ' 27-7-9 5-9-6 5-4-6 5-4-6 3-10-3 1-6-3 3-9-5 1-11-12 Plate Offsets(X,Y)-- [6:0-3-0,0-4-8],[15:0-3-0,0-4-8] I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.02 11-12 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.36 Vert(CT) -0.03 11-12 >999 240 TCDL 11.0 Rep Stress Incr NO WB 0.42 Horz(CT) 0.01 10 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.01 11-12 >999 240 Weight:330 lb FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, ,BOT CHORD 2x6 DF 1800F 2.1E except end verticals. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 20-4-5 except(jt=length)9=2-3-4,10=2-3-4,13=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=-678(LC 24),9=-359(LC 61),10=-860(LC 25),15=-130(LC 22),16=-156(LC 22),14=-344(LC 22),1=-190(LC 56),13=-170(LC 24),11=463(LC 22) Max Gray All reactions 250 lb or less at joint(s)9 except 17=775(LC 21),10=1338(LC 46),15=846(LC 80), 16=905(LC 79),14=1861(LC 1),1=508(LC 54),13=1087(LC 47),11=2892(LC 47) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-17=-465/158,2-3=-833/809,3-4=-911/886,4-5=-938/952,5-6=-1028/1319, 6-7=-2496/1218,7-8=-925/929,8-10=-661/130 BOT CHORD 16-17=-891/879,15-16=-918/846,14-15=-1073/885,13-14=-973/1321,12-13=-983/1365, 11-12=-936/1527,10-11=-1057/1618 I WEBS 3-17=-1070/1113,3-16=-1116/1146,4-16=-1086/1136,4-15=1165/1175, 5-15=-1016/1216,5-14=-1287/1208,6-14=-2577/1477,6-12=-1234/2215, 7-12=-1162/1861,7-10=-2091/1365 NOTES- x2 r� — '1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: v PR( �C z- .\<<-."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. �., �GI N ' /a 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 44.0* n .7 ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. $�OLQV E 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;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 .*-•:1-- - 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 5)Provide adequate drainage to prevent water ponding. I All plates are 3x4 MT20 unless otherwise indicated. 7OREG®N /j/ 1.- 2J .�tx ,<� 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. //6 14'- 1 4, 12,0 4 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 `i j?j will fit between the bottom chord and any other members. t RR t1,-,\.. ,9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 678 lb uplift at joint 17,359 lb uplift at joint 9,860 lb uplift at joint 10,130 lb uplift at joint 15,156 lb uplift at joint 16,344 lb uplift at joint 14,190 lb uplift at joint 1,170 lb EXPIRES: 12-31-2019 uplift at joint 13 and 463 lb uplift at joint 11. 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 anv other live loads. Ontlr t a ap yeigrify 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 ,NI111& a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing WRACWRACis always required for stability and to prevent collapse 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 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 Job Truss Truss Type Qty Ply 21367-4S K5961951 1367-4S WG3 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 16:23:35 2019 Page 2 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-OLTYir7GeuVgzAzovW4Dxd2Ne7mg?_ObW WeJFnzS3cc NOTES- 111)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 27-7-9 for 300.0 plf. 12)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 27-7-9 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 21-4-0,and 1400 lb down and 241 lb up at 23-4-0,and 1400 lb down and 241 lb up at 25-4-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. I CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) I Vert:1-2=-72,2-8=-72,8-9=-72,10-17=-90(F=-72) Concentrated Loads(Ib) Vert:11=-1310(B)28=-1310(B)29=-1310(B) I I I I I 1 I I I I I I I AI WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERENCE PAGE Mtt-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 iw ilekp is always required for stability and to prevent collapse 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 Qua250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314lity Criteria,DSB-89 and SCSI Building Component elm.. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961952 11367-4S WG3A 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 16:23:37 2019 Page 1 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-Kkb17X8XAVIYCU7B1 x6h027i3xTwTtlu_g7PJfzS3ca I 3-1-3 8-5-9 3-111 13-9-15 i 19-2-5 I 24-6-11 5-4-6 27-7-9 3-1-3 5-4-6 -10-2 4-6-4 5-4-6 3-0-14 Scale=1:46.6 I3x4 II 8x8 = 3x6 = 3x6 —_ 7x6 = 3x4 = 3x4 II 1 2 20 3 21 4 22 5 23 6 24 7 25 8 9 I A. KM n ® p o 0Z- II21 I ns:�:�:�:�:�:�:�:�:�:t:�:tJ:�:�:c �-?►.•Q.0•0000❖.❖.❖QQ.• ❖.•.000.❖.•.o•.000000❖.0000.❖.❖.0••.0•.000❖.00•. 19 18 26 27 17 28 29 16 30 15 31 14 32 33 34 13 35 12 36 11 37 4x4 = 4x4 = 3x12 3x6 = 6x6 = 7x6 = 3x4 = 10 I I 3-1-3 5-4-13 5]9-¢ 7-5-9 1 9- 2-13 1 11-1 -12 i 14-10-5 16-6-2 21-10-8 27-7-9 i 3-1-3 2-3-10 0-4- 1-8-3 1-9-4 1-10-15 3-8-9 1-7-13 5-4-6 5-9-1 Plate Offsets(X,Y)-- [6:0-3-0,0-4-8],[12:0-3-0,0-4-8],[14:0-3-0,0-4-0] I LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.01 13-14 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.31 Vert(CT) -0.03 13-14 >999 240 TCDL 11.0 Rep Stress Ina NO WB 0.50 Horz(CT) 0.01 9 n/a n/a I BCLL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.01 13-14 >999 240 Weight:337 lb FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 'BOT CHORD 2x6 DF 1800F 2.1E except end verticals. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 13-0-12 except(jt=length)18=0-4-13,16=4-1-8,16=4-1-8,15=0-3-8,13=0-3-8. (Ib)- Max Horz 18=-76(LC 23) I Max Uplift All uplift 100 lb or less at joint(s)except 18=-1029(LC 22),9=174(LC 60),10=-730(LC 25), 12=-320(LC 25),16=-844(LC 25),11—121(LC 22),15=-162(LC 25),13=-349(LC 24) Max Gray All reactions 250 lb or less at joint(s)except 18=2414(LC 47),9=294(LC 61),10=791(LC 42), 12=1615(LC 1),16=4564(LC 46),16=4528(LC 1),11=883(LC 86),15=1101(LC 46),13=2183(LC 47) IFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-18=-587/55,2-3=-910/867,3-4=-1030/1549,4-5=-2688/1222,5-6=-1054/1486, 6-7=-951/975,7-8=-952/931,8-10=-448/151 BOT CHORD 17-18=-1011/1626,16-17=-1115/1767,15-16=-844/1279,14-15=-1005/1318, 13-14=-953/1219,12-13=-1036/1321,11-12=-1129/890,10-11=-872/858 'WEBS 3-18=-2091/1334,3-16=-3489/1602,4-16=-2969/1554,4-14=-1311/2571, 5-14=-1316/2555,5-12=-2835/1531,6-12=-1410/1262,6-11=-1024/1304, 7-11=-1211/1203,7-10=-1076/1191,3-17=-373/2413 NOTES- '1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: � � PR®� Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. OS Bottom chords connected as follows:2x6-2 rows staggered at 0-4-0 oc. �`Go ‘AGI N /0 Webs connected as follows:2x4-1 row at 0-9-0 oc. • T 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to Q -? 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; ,y 4 '. 89200PE MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate ` ' grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 5)Provide adequate drainage to prevent water ponding. '� OREGON 1Ll� I 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. f- '47 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 ' 4 r r44 will fit between the bottom chord and any other members. 1 • 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1029 lb uplift at joint 18,174 lb uplift at '+'! joint 9,730 lb uplift at joint 10,320 lb uplift at joint 12,844 lb uplift at joint 16,121 lb uplift at joint 11,162 lb uplift at joint 15 and 349 lb uplift at joint 13. EXPIRES: 12-31-2019 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. April 11,2019 ontinued on oaae 2 �� 9 A WARNING-Verity 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 ill building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ivli'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 ANSI/TPII Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961952 1367-4S WG3A SPECIAL 1 e� G Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 3 Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 16:23:38 2019 Page 2 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-ow9gLt99xptPgeiNafdwYGgtpLp9CK?1 CUszs6zS3cZ 'NOTES- 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 27-7-9 for 300.0 plf. 11)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 27-7-9 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 1-4-0,1400 lb down and 241 lb up at I 3-4-0,1400 lb down and 241 lb up at 5-4-0,1400 lb down and 241 lb up at 10-9-8,and 1400 lb down and 241 lb up at 11-4-0,and 1400 lb down and 241 lb up at 13-9-8 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 I Uniform Loads(plf) Vert:1-2=-72,2-8=-72,8-9=-72,10-19=-90(F=-72) Concentrated Loads(lb) Vert:14=-1310(B)17=-1310(B)26=-1310(B)29=-1310(B)32=-1310(B)34=1310(B) I I I I 1 I I I I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK 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,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 iVlMak" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITP/1 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 2231Q4. NM=Criteria,OSB-89 and BCS/Building Component Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961953 1367-45 WG4 SPECIAL 1 A L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 16:23:40 2019 Page 1 I D:jaigHA2yM7LWX3u1 OVv7rizjVrO-IJHRIYAPTQ873x5Ii3fOehIET8RGgF9KgoL4w_zS3cX 3-1-3 8-5-9 13-9-15 19-2-5 24-6-11 27-7-9 I i 3-1-3 5-4-6 5-4-6 5-4-6 5-4-6 3-0-14 Scale=1:46.1 I 7x6 = 1 2 18 3 19 4 20 5 21 6 22 7 23 8 9 17 n w n In o1 DLI I •••••••••••••••••••••••••.O❖•.O•O••O•••••••.O••❖.❖•❖•O•••O•••••••••••••❖.00•000••0••••••••❖•000 0.., D.•.O.00•.O•O.DO.OD.•DD.0000❖.••❖.• 4x4 = 24 16 25 15 26 14 13 27 28 29 12 11 30 31 4x4 = 17 7x6 = 10 I FASTEN TRUSS TO BEARING FOR THE UPLIFT REACTION SHOWN WHILE PERMITTING NO UPWARD MOVEMENT OF THE BEARING. I 5-9-6 11-1-12 16-0-12 16-6- 21-4-4 21 10 8 27-7-9 5-9-6 5-4-6 4-11-0 0-5-6 4-10-2 d-6-4 5-9-1 Plate Offsets(X,Y)-- [6:0-3-0,0-4-8],[15:0-3-0,0-4-8] I LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.03 12-13 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.52 Vert(CT) -0.05 12-13 >999 240 TCDL 11.0 Rep Stress Incr NO WB 0.33 Horz(CT) -0.00 12 n/a n/a I BCLL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.02 12-13 >999 240 Weight:330 lb FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 DF 1800F 2.1E I 2x4 DF Stud/Std except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 16-0-12 except(jt=length)9=6-6-13,10=6-6-13,11=6-6-13,14=0-3-8,12=0-3-8. (Ib)- Max Horz 1=-234(LC 22) I Max Uplift All uplift 100 lb or less at joint(s)except 17—673(LC 24),9=-179(LC 61),10=681(LC 25),15=-252(LC 22),16=-158(LC 22),11=-1050(LC 46),1_192(LC 56),14=-158(LC 22),12—736(LC 25) Max Gray All reactions 250 lb or less at joint(s)except 17=750(LC 43),9=298(LC 62),10=725(LC 42),15=1391(LC 1),16=913(LC 1),11=687(LC 77),1=506(LC 54),14=976(LC 1),12=4163(LC 46) IFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-17=-468/154,2-3=-832/809,3-4=-923/921,4-5=-984/1124,5-6=-1737/1047, 6-7=-987/1117,7-8=-953/929,8-10=-447/171 BOT CHORD 16-17=-874/861,15-16=-1008/849,14-15=-898/1022,13-14=-954/1064,12-13=-778/1058, 11-12=-976/1085,10-11=-901/847 I WEBS 3-17=-1049/1104,3-16=-1128/1151,4-16=-1042/1165,4-15=-1232/1201, 5-15=-1955/1337,5-13=-1108/1703,6-13=-1096/1695,6-11=-1938/1339, 7-11=-1278/1212,7-10=-1031/1227 NOTES- '1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: cj O PR( � 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 e G1 N 4- /b /b 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 '�4 -7 ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. I Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; 4 892QOPE ) MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 5)Provide adequate drainage to prevent water ponding. I All plates are 3x4 MT20 unless otherwise indicated. y OREGON taij. \ k 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /0 Aiy 14, 2.0 jr 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 .C3\ will fit between the bottom chord and any other members. R R I L`.,. '9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 673 lb uplift at joint 17,179 lb uplift at joint 9,681 lb uplift at joint 10,252 lb uplift at joint 15,158 lb uplift at joint 16,1050 lb uplift at joint 11,192 lb uplift at joint 1,158 lb uplift at joint 14 and 736 lb uplift at joint 12. EXPIRES: 12-31-2019 10)This truss has been designed for a moving concentrated load of 250.0Ib live and 250.0lb 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 l ontlnked RNpage ING- 2 �� 1►WARVer ty design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE 4411-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' mit is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see A NS I/TP/1Quality 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 Job Truss Truss Type Qty Ply 21367-4S K5961956 1367-4S WG5A 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 16:23:48 2019 Page 2 ID:jaigHA2yM7LWX3u1 OVv7rizjVrO-WrISRIHQau8_OATIAlpGyM4cSNCjYptVW1 HVCXzS3cP I NOTES- 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 27-7-9 for 300.0 plf. 12)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 27-7-9 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 3-11-0,1400 lb down and 241 lb up at I 5-11-0,1400 lb down and 241 lb up at 11-11-0,1400 lb down and 241 lb up at 13-11-0,and 1400 lb down and 241 lb up at 15-11-0,and 1400 lb down and 241 lb up at 12-8-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 IUniform Loads(plf) Vert:1-2=-72,2-8=-72,8-9=-72,10-18=-90(F=-72) Concentrated Loads(Ib) Vert:16=-1310(B)13=-1310(13)26=-1310(B)29=-1310(B)30=-1310(B)32=-1310(B) I I I I I I I I I I I I A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/0312015 BEFORE USE. wit 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 ANSUTPIt 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 Job Truss Truss Type Qty Ply 21367-4S K5961957 1367-4S WG6 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 16:23:50 2019 Page 1 I D:jaigHA2yM7LWX3u1 OVv7rizjVrO-SEtDszlh6VOiGUdgHArk2n9xxAtz0hAozLmbHPzS3cN 3-1-3 8-5-9 13-9-15 18-1-1 20-4-1 24-6-11 27-7-9 3-1-3 5-4-6 5-4-6 4-3-2 2-3-1 4-2-10 3-0-14 Scale=1:46.1 I7x6 = 6x6 = 3x6 = 1 2 21 3 22 4 23 5 24 6 25 7 26 8 27 9 28 10 29 11 12 I_ CI n o n o� oa -. cm V El .�.�.�•�.�.�.!.sss2.�.�.�.�.�.�.�.�.�.�.�.�.S�.sss�.s�.�.�.�.�.�.�.S�.s�.�.�.�.�.�.�.�.2.�.5�.�.ss�.1 .s!.�.�.�.�.�.�.�.�.ss2.2.s4.!' ,,,..❖.•......6.,.,.,.,.,.,.❖.,.p•. 4x4 = 30 19 31 18 32 16 33 15 34 354x8•= 3 • 6x6 = 20 7x6 = 17 6x6 = 6x6 = 14 13 I I 5-9-6 11-1-12 15-10-4 16-3-0 18-1-1 I 20-4-1 121- 10-8 22-10-101 27-7-9 5-9-6 5-4-6 4-8-8 0-'t-12 1-10-1 2-3-1 1-6-7 1-0-2 4-8-15 IPlate Offsets(X,V)-- [4:0-3-0,0-4-8],[6:0-3-0,0-2-4],[15:0-3-0,0-4-8],[16:0-2-4,0-4-8],[18:0-3-0,0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.02 15-16 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.44 Vert(CT) -0.04 15-16 >999 240 TCDL 11.0 Rep Stress lncr NO WB 0.74 Horz(CT) 0.00 14 n/a n/a I BCLL 0.0 * Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.02 15-16 >999 240 Weight:348 lb FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 'BOT CHORD 2x6 DF 1800F 2.1E except end verticals. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 15-10-4 except(jt=length)13=5-0-7,14=5-0-7,14=5-0-7,12=5-0-7. (Ib)- Max Horz 1=234(LC 22) Max Uplift All uplift 100 lb or less at joint(s)except 20=-675(LC 24),1=191(LC 56),13=-818(LC 27),18=-109(LC 22),19=-165(LC 22),17=-1006(LC 25),14=-796(LC 22),12—168(LC 64) Max Gray All reactions 250 lb or less at joint(s)except 20=770(LC 21),1=508(LC 54),13=687(LC 22), 18=699(LC 86),19=976(LC 1),17=5412(LC 46),17=5250(LC 1),14=4273(LC 47),14=4190(LC 1),12=288(LC 65) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-20=-465/156,2-3=-832/809,3-4=-896/870,4-5=-875/903,5-6=-771/993, 6-7=-808/572,7-8=-2142/1023,8-9=-813/1210,9-10=-679/1022,10-11=-939/927, 11-13=-434/64 IBOT CHORD 19-20=-882/880,18-19=-945/885,17-18=-985/822,16-17=-610/296,15-16=-892/1540, 14-15=-1056/2236,13-14—1030/952 WEBS 3-20=-1068/1110,3-19=-1106/1135,4-19=-1077/1129,4-18=-1134/1148, 5-18=-1082/1262,10-13=-1153/1465,6-17=-3814/1064,9-14=-646/121, 10-14=-1063/1009,8-15=-931/2662,8-14=-3796/1475,5-17=-1060/1019, 6-16=-1091/3866,7-16=-1551/1071,7-15=-1045/1575 { cO PRQ/ 61_Cs NOTES SCO�LttyGINF,C o 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: v 7 Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. �-4 "5:7_,... Bottom chords connected as follows:2x6-2 rows staggered at 0-3-0 oc.I 89200PE 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 ,,,,�pp ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 41112. 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; ti MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plateI OREGON4,r� grip DOL=1.60 \— A, 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 <0 )' 14 2,4 -�- 5)Provide adequate drainage to prevent water ponding. /� P 6)All plates are 3x4 MT20 unless otherwise indicated. -r�F?A I I--\- I7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 EXPIRES: G-. 1- �1 will fit between the bottom chord and any other members. April 11,2019 .nntinued on nave 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERENCE PAGE Mf1-7473 rev.10/03/2015 BEFORE USE. mut_ 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 Mileke is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1711 Quality Criteria,DSB-89 and BCSI Building Component w. 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961957 1367-4S WG6 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 16:23:51 2019 Page 2 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-wQRb3JJJtp WZteCtrtMza?i6haDB18QyC?W9przS3cM 'NOTES- 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 675 lb uplift at joint 20,191 lb uplift at joint 1,818 lb uplift at joint 13,109 lb uplift at joint 18,165 lb uplift at joint 19,1006 lb uplift at joint 17,796 lb uplift at joint 14 and 168 lb uplift at joint 12. 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 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. I11)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 27-7-9 for 300.0 plf. 12)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 27-7-9 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)3013 lb down and 519 lb up at 16-3-2,1400 lb down and 241 lb up at 18-2-6,and 1400 lb down and 241 lb up at 20-2-6,and 1400 lb down and 241 lb up at 22-2-6 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. I CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) IVert:1-2=-72,2-11=-72,11-12=-72,13-20=-90(F=-72) Concentrated Loads(Ib) Vert:15=-1310(B)16=-2820(B)33=-1310(B)35-1310(B) I I I I I I I I I I I MEM WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER"REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. NI.Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not Ai:, truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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,seeANSI?P/I Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S K5961958 /1367-4S WG6A 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 16:23:53 2019 Page 1 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-spZLU?KZPQmH7xLFzIORfQnSJOybD77FfJ?GukzS3cK I I 3-1-3 8-5-9 13-9-12 13-�-15 19-2-5 24-6-11 27-7-9 3-1-3 5-4-6 5-4-3 0- -3 5-4-6 5-4-6 3-0-14 Scale=1:46.1 I 7x6 = T 1 2 18 3 19 4 20 5 21 6 22 7 23 8 9 l1.1. ri n n 1— . 0 I 7'' I I '' ''''''''''''''''''' ''''''''''='' ''''''='''':'-' `o':•:•:•❖❖......•:•❖•❖•❖•❖•❖•❖❖•❖•❖•❖•❖:❖•❖•❖•❖•❖•❖•❖•❖•❖•❖•❖•❖•❖•❖••. 4x4 = 24 16 25 15 26 27 14 28 13 • 29 12 • •• 30 • 1•1 • • ••31•• • • 4x4•= 17 7x6 = 10 I I 5-9-6 8-1-10 11-1-12i 13-5-2 13/9-12 16-6-2 21-10-8 i 27-7-9 5-9-6 2-4-4 3-0-2 2-3-6 0-4-10 2-8-6 5-4-6 5-9-1 IrPlate Offsets(X,Y)-- [6:0-3-0,0-4-8],[12:0-3-0,0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.21 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 16-17 >999 240 TCDL 11.0 Rep Stress Ina NO WB 0.41 Horz(CT) -0.01 15 n/a n/a I BCLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.01 14 >999 240 Weight:332 lb FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 14-2-7 except(jt=length)17=8-5-2,16=8-5-2,1=8-5-2,15=0-3-8,13=0-3-8. 11 (lb)- Max Horz 1=-238(LC 22) Max Uplift All uplift 100 lb or less at joint(s)except 17=671(LC 24),9=-i73(LC 61),10=-733(LC 25),12=-331(LC 22),16=-349(LC 22),11—127(LC 22),1—166(LC 56),15=158(LC 22),13=180(LC 22) Max Gray All reactions 250 lb or less at joint(s)except 17=705(LC 43),9=295(LC 62),10=799(LC 42),12=1733(LC 1),16=1842(LC 1),11=893(LC 84),1=519(LC 54),15=978(LC 47),13=1180(LC 47) IFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-17=-430/176,2-3=-837/813,3-4=-1011/1244,4-5=-2256/1160,5-6=-1023/1298, 6-7=-943/955,7-8=-952/931,8-10=-447/152 BOT CHORD 16-17=-998/829,15-16=-938/1163,14-15=-930/1277,13-14=-860/1190, 12-13=-1006/1179,11-12=-1052/870,10-11=-858/869 I WEBS 3-17=-1054/1259,3-16=-1364/1235,4-16=-2413/1453,4-14=-1220/2085, 5-14=-1236/2126,5-12=-2439/1457,6-12=-1331/1244,6-11=-1044/1247, 7-11=-1199/1198,7-10=-1088/1167 NOTES- '1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: ® ����Cr 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. C?\� ,,G I N E 6) /0 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 k/ �-V 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.11;Exp B;Enclosed; 92 l Q PE 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 0 Cr 5)Provide adequate drainage to prevent water ponding. I All plates are 3x4 MT20 unless otherwise indicated. A_OREGON lid �7 DIC 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <O 'Ir 14 2—° s 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 A. will fit between the bottom chord and any other members. —.PRO' '9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 671 lb uplift at joint 17,173 lb uplift at joint 9, uplift at jo 73lb u llift nd1tjoint 800 lb 10,331 uplift at lb uplift pjoint l3 at joint 12,349 lb uplift at joint 16,127 lb uplift at joint 11,166 lb uplift at joint 1,158 lb 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 April 11,2019 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ontin,�ed RNINGe2 �� M WAR IN -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. * Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek'building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IV I(lek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TM 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 Job Truss Truss Type Qty Ply 21367-4S 11367-4S WG6A SPECIAL 1 K5961958 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 16:23:53 2019 Page 2 I D:jaigHA2yM7LWX3u 1 OVv7rizjVrO-spZLU?KZPQmH7xLFzIORfQnSJOybD77FfJ?GukzS3cK I NOTES- 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 27-7-9 for 300.0 plf. 12)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 27-7-9 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 10-2-6,and 1400 lb down and 241 lb up at 12-2-6 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. I CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) IVert:1-2=-72,2-8=-72,8-9=-72,10-17=-90(F=-72) Concentrated Loads(Ib) Vert:27=-1310(B)28=-1310(B) I I I I I I 1 1 I I I I I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE M71-7473 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 �rt a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �A T �� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IYI a ekr" I is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Qu250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314.ality Criteria,DSB-89 and BCS/Building Component Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-4S 11367-4S WG7 SPECIAL 1 K5961959 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 1016:23:552019 Page 1 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-pBh6vhMpwl l?MFVe4jRvlrtobBcsh 19X7dUMydzS3cl 3-1-3 8-5-9 13-9-15 19-2-5 24-6-11 27-7-9 I i 3-1-3 5-4-6 5-4-6 5-4-6 5-4-6 3-0-14 Scale=1:46.1 1 7x6 = 1 2 18 3 19 4 20 5 21 6 22 7 23 8 9 I— r~ n n e n nal O � o !.!.1.S!.!.!.!.!.!.!!.!!.!!.!.!.!.!!.!.Sl.!.!.S!.1.S!.!.!.!.!.!!!.!.!.!.!.!.!.!.SS!.S!1.Sl.1.11.11.l.!!!.!.!.!.!.!.!.1.S!.!.!.!.!.!!!.!!.!.!.!.!.!.!.!.!D.•0,., •p..,.,.�..,...,.�p. 4x4 =•- 24 16 25 15 26 14 27 13 28 12 29 30 3111 32 6x6 = 17 7x6 = 10 1 5-9-6 11-1-12 16-6-2 19-8-9 21-10-8 25-0-1 27-7-9 5-9-6 5-4-6 5-4-6 3-2-7 2-1-15 3-1-9 2-7-8 (Plate Offsets(X,Y)-- [5:0-3-0,0-4-8],[15:0-3-0,0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.01 12 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.26 Vert(CT) -0.03 16-17 >999 240 ITCDL 11.0 Rep Stress Incr NO WB 0.43 Horz(CT) 0.01 10 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.01 12 >999 240 Weight:330 lb FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, (BOT CHORD 2x6 DF 1800F 2.1E except end verticals. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 19-8-9 except(jt=length)9=2-11-0,10=2-11-0,13=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=678(LC 24),9=-371(LC 47),10=-891(LC 25),15—129(LC 22),16=-i56(LC 22),14=-344(LC 22),1=-i90(LC 56),13=-237(LC 24),11=-365(LC 22) Max Gray All reactions 250 lb or less at joint(s)9 except 17=774(LC 21),10=1558(LC 46),15=846(LC 80), 16=904(LC 79),14=1831(LC 1),1=509(LC 54),13=1496(LC 47),11=2313(LC 47) (FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-17=-465/158,2-3=-833/809,3-4=-911/886,4-5=-940/955,5-6=-1034/1343, 6-7=-2567/1235,7-8=-926/929,8-10=-670/133 BOT CHORD 16-17=-891/879,15-16=-919/844,14-15=-1080/888,13-14=-979/1276,12-13=-969/1338, 11-12=-964/1577,10-11=-1046/1694 I WEBS 3-17=-1070/1113,3-16=-1116/1146,4-16=-1085/1135,4-15=-1166/1176, 5-15=-1014/1222,5-14=-1298/1210,6-14=-2638/1491,6-12=-1248/2275, 7-12=-1174/1908,7-10=-2135/1377 NOTES- '1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: D ��{ Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. L r Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. �, ! Gl NE.A� /� Webs connected as follows:2x4-1 row at 0-9-0 oc. G 4. 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 kt 'A ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 13)Wind:ASCE 7-10;VuIt=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; 89200PE r HI, MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate4111110,4.--- „,--,, 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 cs cc 5)Provide adequate drainage to prevent water ponding. I All plates are 3x4 MT20 unless otherwise indicated. OREGON I.- '47 A`� 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 41 '' }' 7 4 r 24 ��- 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 'v/ will fit between the bottom chord and any other members. c R R",A- 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 678 lb uplift at joint 17,371 lb uplift at I joint 9,891 lb uplift at joint 10,129 lb uplift at joint 15,156 lb uplift at joint 16,344 lb uplift at joint 14,190 lb uplift at joint 1,237 lb EXPIRES: j - 1_, uplift at joint 13 and 365 lb uplift at joint 11. 019 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 April 11,2019 panel points along the Top Chord and Bottom Chord,nonconcurrent with anv other live loads. I ontIrlNB�angG�2v.rify 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 wow 11,111„a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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/11.11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 ob Truss Truss Type Qty Ply 21367-4S K5961959 1367-4S WG7 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 16:23:55 2019 Page 2 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-pBh6vhMpwl 1?MFVe4jRvlrtobBcsh19X7dUMydzS3cl INOTES- 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 27-7-9 for 300.0 plf. 12)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 27-7-9 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 20-5-12,and 1400 lb down and 241 lb Iup at 22-5-12,and 1400 lb down and 241 lb up at 24-5-12 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) IVert:1-2=-72,2-8=-72,8-9=-72,10-17=-90(F=-72) Concentrated Loads(Ib) Vert:28=-1310(B)29=-1310(B)31=-1310(B) I I 1 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 propedy 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/TP/f Quality Criteria,DSB-B9 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 ob Truss Truss Type Qty Ply 21367-4S K5961960 1367-4S WG7A 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 16:23:57 2019 Page 1 I ID:jaigHA2yM7LWX3u1 OVv7rizjVrO-laosKMO4SfHjcZf1 C8TNciGy8A?JQ9xfgaxzTl VzS3cG 3-1-3 8-5-9 13-9-15 19-2-5 24-6-11 27-7-9 3-1-3 5-4-6 5-4-6 5-4-6 5-4-6 3-0-14 Scale=1:46.1 7x6 = 1 2 18 3 19 4 20 5 21 6 22 7 23 8 9 I '_' n n n n a El 7 II II OOOOOO.•OO:i•• •00:*: :4000000.pOOpOOp000 : •:•00.�. . . • •.•:• •0•000.*. 0 . c, `:!:%�:�:�:�::%�:�:0% 4x4 = 24 16 25 15 26 14 27 13 28 12 29 30 3111 32 6x6 = 17 = 10 7x6 I I 5-9-6 11-1-12 16-6.2j 19-8-9 21-10-8 25-0-1 _27-7-9 5-9-6 5-4-6 5-4-6 3-2-7 2-1-15 3-1-9 2-7-8 Plate Offsets(X,Y)-- [5:0-3-0,0-4-8],[15:0-3-0,0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.01 12 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.25 Vert(CT) -0.03 16-17 >999 240 TCDL 11.0 Rep Stress Incr NO WB 0.43 Horz(CT) 0.01 10 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.01 12 >999 240 Weight:332 lb FT=20% BCDL 9.0 LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 DF 1800F 2.1EI except end verticals. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 19-8-9 except(jt=length)9=2-11-0,10=2-11-0,13=0-3-8,11=0-3-8. 1 (Ib)- Max Horz 1=-238(LC 22) Max Uplift All uplift 100 lb or less at joint(s)except 17=-714(LC 24),9=-339(LC 47),10=-926(LC 25),15=-131(LC 22),16=-156(LC 22),14—348(LC 22),1=-175(LC 56),13=-232(LC 24),11=-361(LC 22) Max Gray All reactions 250 lb or less at joint(s)9 except 17=799(LC 43),10=1580(LC 46),15=848(LC 80), 16=904(LC 79),14=1852(LC 1),1=509(LC 54),13=1471(LC 47),11=2291(LC 47) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-17=-447/156,2-3=-837/814,3-4=-912/886,4-5=-938/956,5-6=-1026/1303, 6-7=-2511/1227,7-8=-929/929,8-10=-636/124 BOT CHORD 16-17=-889/876,15-16=-919/842,14-15=-1068/888,13-14=-975/1261,12-13=-965/1374, 11-12=-958/1550,10-11=-1039/1666 I WEBS 3-17=-1091/1135,3-16=-1136/1166,4-16=-1104/1154,4-15=-1185/1194, 5-15=-1038/1235,5-14=-1292/1226,6-14=-2623/1505,6-12=-1270/2273, 7-12=-1198/1914,7-10=-2141/1397 INOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: �I� PR®rens 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. ��C3 �G I N E >,) Webs connected as follows:2x4-1 row at 0-9-0 oc. 7 I2)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 L4 "f7 ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. c 89200PE f 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=1.60ir ' 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 I Provide adequate drainage to prevent water ponding. OREGON l iEGON k, 6)All plates are 3x4 MT20 unless otherwise indicated. ii CC" I-` a t" 4, 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <© )' '1 4 8)*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 ` �j Iwill fit between the bottom chord and any other members. rt a 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 714 lb uplift at joint 17,339 lb uplift at YIfR t �. joint 9,926 lb uplift at joint 10,131 lb uplift at joint 15,156 lb uplift at joint 16,348 lb uplift at joint 14,175 lb uplift at joint 1,232 lb EXPIRES: 20 19 uplift at joint 13 and 361 lb uplift at joint 11. 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 April 11,2019 •anel.oints alon.the To.Chord and Bottom Chord nonconcurrent with an other live loads. I..Ontlm({raA.a9egrify 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' 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,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 ob Truss Truss Type Qty Ply 21367-4S K5961960 1367-4S WG7A SPECIAL 1 A G Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Apr 10 16:23:58 2019 Page 2 ID:jaigHA2yM7LWX3u1 OVv7rizjVrO-DmMEXiOiDyPZDi EDIr_cMTVJwPffuNv_pbi t ZxzS3cF NOTES- 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 27-7-9 for 300.0 plf. 12)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 27-7-9 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 20-5-12,and 1400 lb down and 241 lb Iup at 22-5-12,and 1400 lb down and 241 lb up at 24-5-12 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) IVert:1-2=-72,2-8=-72,8-9=-72,10-17=-90(F=-72) Concentrated Loads(Ib) Vert:28=-1310(B)29=-1310(B)31=-1310(B) I I I I I 1 1 1 I I I I I t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Masai(' always required for stability and to prevent collapse 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 BCSI Building Component MOM 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 dimensions shown in ft-in-sixteenths Failure to Follow CouldCause Property 4 offsets are indicated. I 6-4-8 (Drawings not to scale) Damage or Personal Injury I'E Dimensions are in ft-in-sixteenths. Ink. 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 �� 2. Truss bracing must be designed by an engineer.For 0-1/16111 I wide truss spacing,individual lateral braces themselves Allit 0may require bracing,or alternative Tor I _ Qbracing should be considered. O■_� U3. Nevkrexceed the design loading shown and never O lit14 stack materials on inadequately braced trusses. I— O 4. Provide copies of this truss design to the building C7-8-s C6-7 C5-6 1- designer,erection supervisor,property owner and For 4 x 2 orientation, locate 9 p P P Y plates 0 ''s'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connectorlates. THE LEFT. p 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 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907, ESR-2362,ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that OOP Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. I 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. t=dil reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. .3......_--4 Min size shown is for crushing only. MIN 1 E 18.Use of green or treated lumber may pose unacceptable ►= environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, MiTel(' ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.10/03/2015 MIN ER NM EN 11111 UN MIN MN EN MN MN NEI MI NM MIN NM 11E11 NM NS i Site Address: 7820 SW Hunziker Rd g Gp Building Division TIGARD Deferred Submittal Transmittal Letter TO: DATE RECEIVED: DEPT: BUILDING DIVISION H E J E I V t U AUG 2 7 2019 FROM: .rvv CITY OF TIGARD COMPANY: t7>n. ��}�c���LC_. BUILDING DIVISION By: PHONE: 5D5 17q2 17q2� c��, 872, RE: 7820 SW Pfunziker Rd BUP2018-00094 (e iiJ (Site Address) (Permit/Case Number) The Fields Apartments Item# 3 (Project name or subdivision name and lot number) Valuation of Deferred Submittal: $ t-V-{r r`,,/s) ATTACHED IS THE FOLLOWING DEFERRED SUBMITTAL ITEM: Copies: Description: Wood Roof 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 Rout to Permit Technician: Date: Initials: Fees Due: ❑ No Fee Description: Amount Due: Deferred Submittal Fee: $ 67) Additional fee based on valuation: $ ( oo) Other: $ Total Fees Due: $ Special Instructions: Reprint Permit(per PE): ❑ Yes I1 N4/ ❑ Done / Applicant Notified: --Date: 'S /w/,f Initials: The fee for processing an eviewing deferred plan submittal shall be an amount equal to 65%of th:'.uilo ing based on the valuation of the particular portion or portions of the project with a minimum$200.00 fee.This fee is in addition to the project plan review fee based on the total project value. I:Building\Forms\TransmittalLetter-DefrdSubmtl.doc 04/04/07