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Plans (6)
1 ..... mir r)FfieF COPY I MiTekt 13up(acr) 1 8— nc) c) 9 C 1 7 h70 St/kJ (.407- l k.<,r. MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 I951-245-9525 Re: 21367-6S 21367-6S 1 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: K5964801 thru K5964903 IMy license renewal date for the state of Oregon is December 31, 2019. I City of Tigard I Approved Plans By Date -9 -J ) I �� ,to PR0FFss cp ti GIN i0�p VALIDITY OF PERMIT 444 1 4t 89200PE r.- THE ISSUANCE OF A PERMIT BASED ON CONSTRUCTION DOCUMENTS AND OTHER DATA SHALL NOT PREVENT I ,t,OREGON R Alii THE CODE OFFICIAL FROM '` '91' 14, 2°.' -� REQUIRING THE CORRECTION 11/1 i=?RftA- eP OF ERRORS. OSSC 105.4 1 , April 11,2019 1 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. I 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. 1 Job Truss Truss Type Qty Ply 21367-6S 367-6S A01 MONO TRUSS 8 1 K5964801 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 S Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:49:27 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-dNjKXu6YfY9FH3R7udT?8w8Hc1SQOncl8acL4wzRpPs 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 i 5-0-0 5-0-0 3-6-8 Scale=1:51.1 1 4x6 = 8x12 = 0.25 12 4x6 = 4x8 = 1 5x8 = 4x8 = 3x4 = 3x4 = 5x8 = I 19 20 2 21 3 22 23 244 25 5 26 6 27 16 mmiN....- Av N �� N �!. r 18 I4 14 28 13 29 12 30 11 31 10 32 9 33 I 3x6 I I 5x8 = 3x6 = 8x10 M18SHS = 3x4 = 4x6 8 = 8x8 = I 2-11-8 7-11-8 12-11-8 17-11-8 22-11-8 29-0-0 2-11-8 5-0-0 5-0-0 5-0-0 5-0-0 6 0-8 late Offsets(X,Y)-- [1:0-74,Edge],[5:0-3-12,0-3-0],[8:Edge,0-3-8],[17:0-3-0,0-1-0] lirCLL OADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 1.00 Vert(LL) -0.41 10-11 >820 360 MT20 220/195 Lumber DOL 1.15 BC 0.97 CDL 11.0 Vert(CT) -0.741011 >453 240 M18SHS 220/195 CLL 0.0 * Rep Stress Incr NO WB 0.93 Horz(CT) 0.03 18 n/a n/a CDL 9,0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.30 10-11 >999 240 Weight:138 lb FT=20% 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 IEACTIONS. (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. 10 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 EBS 1-13=-515/2881,2-13=-2798/587,2-12=-209/1404,3-12=-1211/295,3-11=-219/522, 4-11.305/435,4-10=-855/215,5-10=-129/993,5-9=-1960/423,6-9=-317/2040, 6-8=-3150/618 OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; tiC D P` R�fi �� MWFRS(envelope)gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 28-4-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate „se`5i IAG I N,�fi /� grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10il �./ Provide adequate drainage to prevent water ponding. 4t' 8C ZQ0Ft q- 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. ,dist " Bearing at joint(s)17,18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify y �+OREGON capacity of bearing surface. " Akr Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 435 lb uplift at joint 17 and 468 lb uplift /6 '9}- 14 24� :c- at joint 18. 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, V " R .\,,, 35,36,37,38,39,40,41,42,43,44,45,46,47,48,49,50,51 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 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 EXPIRES: 12-31-2019 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. April 11,2019 1)Graphical purlin representation does not depict the size or the orientation of the purlin alone the top and/or bottom chord. ntinked on page 2 -_ / !►WARNIN .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 I111'rei.° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek.fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?P/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-6S 1367-6S A01 MONO TRUSS 8 1 K5964801 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:49:27 2019 Page 2 OTES- ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-dNjKXu6YfY9FH3R7udT?8w8Hc1 SQOncl8acL4wzRpPs 2)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 0-2-12,and 82 lb up at 28-9-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard I)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:23-24=-112,8-14.18 Concentrated Loads(Ib) Vert:7=82 1=-82 I Trapezoidal Loads(plf) Vert:1=-163-to-23=-112,24=-112-to-7=-163 Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:23-24=-94,8-14=-18 I Concentrated 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 I Uniform 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=46 111 Concentrated Loads(Ib) Vert:7=82 1=16 Trapezoidal Loads(plf) Vert:1=46-to-20=44,20=38-to-23=30,24=30-to-7=40 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 I Uniform Loads(plf) Vert:1-15=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 I Trapezoidal Loads(plf) Vert:1=35-to-23=28,24=28-to-7=35 Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-30,23-24=-64,7-16=46,8-14=-18 Horz:1-14=-19,1-15=30,1-7=11,7-8=-26,7-16=46 Concentrated Loads(Ib) Vert:7=82 1=-63 Trapezoidal Loads(plf) Vert:1=-103-to-23=-64,24=-64-to-7=-103 Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=46,23-24=-64,7-16=30,8-14=-18 Horz:1-14=26,1-15=-46,1-7=11,7-8=19,7-16=-30 Concentrated Loads(Ib) IVert: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) III Vert:1-15=-43,23-24=35,7-16=-29,8-14=-11 Horz:1-14=15,1-15=43,1-7=-36,7-8=19,7-16=29 Concentrated Loads(Ib) Vert:7=82 1=15 Trapezoidal Loads(plf) IVert: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 1 Concentrated Loads(Ib) Vert:7=82 1=27 Trapezoidal Loads(plf) Vert:1=42-to-23=25,24=25-to-7=42 g0)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 ntinued on oaae 3 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. sMII Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ° a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing rYl k AiTek° 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 ANSITIPIY 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 21367-6S 1367-6S A01 MONO TRUSS 8 1 K5964801 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:49:27 2019 Page 3 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-dNjKXu6YfY9FH3R7udT?8w8Hc1 SQOnc18acL4wzRpPs TOAD 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 I Concentrated 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 I Uniform Loads(plf) Vert:1-15=29,23-24=-32,7-16=43,8-14=-18 Horz:1-14=-9,1-15=-29,1-7.10,7-8=-25,7-16=-43 Concentrated Loads(lb) Vert:7=82 1=-41 Trapezoidal Loads(plf) Vert:1=-58-to-23=-32,24=-32-to-7=-58 2) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,23-24=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 I3) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,23-24=19,7-16=-29,8-14=-11 Horz:1-14=-17,1-15=-29,1-7=-20,7-8=-12,7-16=29 Concentrated Loads(Ib) Vert:7=821=14 Trapezoidal Loads(plf) Vert:1=27-to-23=19,24=19-to-7=27 14) Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,23-24=35,7-16=-29,8-14=-11 Horz:1-14=12,1-15=-29,1-7=-36,7-8=17,7-16=29 Concentrated Loads(Ib) Vert:7=82 1=15 Trapezoidal Loads(plf) Vert:1=44-to-23=35,24=35-to-7=44 5) Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,23-24=19,7-16=-29,8-14=-11 I Horz:1-14=-17,1-15=-29,1-7=-20,7-8=-12,7-16=29 Concentrated Loads(Ib) Vert: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 Uniform Loads(plf) Vert:1-15=29,23-24=-29,7-16=-29,8-14=-18 Horz:1-14=23,1-15=-29,1-7=-25,7-8=7,7-16=29 Concentrated Loads(Ib) Vert:7=82 1=-68 Trapezoidal Loads(plf) Vert:1=-72-to-23=-29,24=-29-to-7=-72 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=-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 ,8)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 9) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) I 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 ntinited nn nano 4 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 MiTek5i 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 Miff*. iff . 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 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 21367-6S 1367-6S A01 MONO TRUSS 8 1 K5964801 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:49:27 2019 Page 4 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-dNjKXu6YfY9FH3R7udT?8w8Hc1SQOnc18acL4wzRpPs TOAD 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 Uniform Loads(plf) Vert:1-15=22,23-24=-88,7-16=33,8-14=-18 Horz:1-14=-6,1-15=-22,1-7=-8,7-8=-19,7-16=-33 Concentrated Loads(Ib) Vert:7=82 1=-74 Trapezoidal Loads(plf) Vert:1=-135-to-23=-88,24=-88-to-7=-135 1) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=22,23-24=-86,7-16=-22,8-14=-18 I Horz:1-14=17,1-15=-22,1-7=-19,7-8=5,7-16=22 Concentrated Loads(lb) Vert:7=82 1=-94 Trapezoidal Loads(plf) Vert:1=-145-to-23=-86,24=-86-to-7=-145 f2)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=22,23-24=-98,7-16=-22,8-14=-18 Horz:1-14=-5,1-15=-22,1-7=-8,7-8=-17,7-16=22 Concentrated Loads(Ib) IVert:7=82 1=-94 Trapezoidal Loads(plf) Vert:1.157-to-23=-98,24=-98-to-7=-157 23) Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) I 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 /4) 1st Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-536 Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 5)2nd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 19=-500 Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 116)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 Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 7)4th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(lb) Vert:7=82 1=-36 22=-500 Trapezoidal Loads(plf) Vert:1=-63-to-23=40,24=-40-to-7=-63 28)5th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 25=-500 Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 '9)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 ntinitad on nacre 5 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. let Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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 �Y! ® R 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 21367-6S 1367-6S A01 K5964801 MONO TRUSS 8 1 Pacific Lumber&Truss Co., Lake Oswego,OR-97035, Job Reference(optional) 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:49:27 2019 Page 5 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-dNjKXu6YfY9FH3R7udT?8w8Hc1 SQOncl8acL4wzRpPs OAD CASE(S) Standard 0)7th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 ' Concentrated Loads(Ib) Vert:7=82 1=-36 27=-500 Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 31)8th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 IUniform Loads(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(Ib) Vert:7=-418 1=-36 Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 2)9th 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=-418 1=36 Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 33) 10th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) IVert: 23-24—40,8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 2=-500 Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 14) 11th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 3=-500 4 Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 5) 12th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) IVert: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 g6) 13th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(lb) Vert:5=-500 7=82 1=-36 Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 7) 14th 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 6=-500 Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 38) 15th Moving Load:Lumber Increase=1.25,Plate Increase=-1.25 ' Uniform Loads(plf) Vert:23-24=40,8-14=-18 Concentrated Loads(Ib) Vert:7=418 1=-36 Trapezoidal Loads(plf) IVert:1=-63-to-23=-40,24=-40-to-7=-63 9) 16th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 28=-500 Trapezoidal Loads(plf) Vert:1=-63-to-23=40,24=-40-to-7=-63 0) 17th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) IVert:23-24=-40,8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 29=-500 ntinitpd on Dana fi t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. wts Design valid for use only with MiTekiS 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 �Y!P iTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the it fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?PII Quality Criteria,DSB-B9 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b367-6S Truss A01 Truss Type MONO TRUSS Qty Ply 8 1 21367-6S K5964801 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:49:27 2019 Page 6 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-dNjKXu6YfY9FH3R7udT?8w8Hc1SQOnc18acL4wzRpPs IOAD 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 I Uniform Loads(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 30=-500 Trapezoidal Loads(plf) Vert:1=-63-to-23=40,24=-40-to-7=-63 2) 19th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(Ib) 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(Ib) Vert:7=82 1=-36 32=-500 Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 I4)21st 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 33=-500 Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 5)22nd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(lb) Vert:7=82 14=-500 1=-36 Trapezoidal Loads(plf) Vert:1=-63-to-23=-40,24=-40-to-7=-63 I6)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(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(Ib) Vert:7=82 11=-500 1=-36 Trapezoidal Loads(plf) - Vert:1=-63-to-23=40,24=-40-to-7=-63 I9)26th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 10=-500 Trapezoidal Loads(plf) Vert:1=-63-to-23=40,24=-40-to-7=-63 0)27th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 9=-500 Trapezoidal Loads(plf) Vert:1=-63-to-23=40,24=-40-to-7=-63 I1)28th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-40,8-14=-18 ntinued on oaoe 7 / A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall /� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITP/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 jobTruss Truss Type Qty Ply 21367-6S K5964801 1367-6S 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. Thu Apr 11 10:49:27 2019 Page 7 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-dNjKXu6YfY9FH3R7udT?8w8Hc1SQOncl8acL4wzRpPs tOAD CASE(S) Standard Concentrated Loads(lb) Vert:7=82 1=-36 8=-500 Trapezoidal Loads(plf) I Vert:1=-63-to-23=-40,24=-40-to-7=-63 I I I I I I I I 1 I I I I I 1 �� WARNING•Verify tlesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mff-7473 rev.70/03/2015 BEFORE USE. lelDesign valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Milek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,OSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 job Truss Truss Type Qty Ply 21367-6S K5964802 1367-6S A01-G MONO TRUSS 2 2 G Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:49:28 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-5aHjlE7BOsH6vCOJSK_Eg7hYnRrT7FaANEMvdMzRpPr I 5-5-8 10-5-8 15-5-8 20-5-8 25-5-8 5-0-0 29-0-0 5-5-8 5-0-0 5-0-0 5-0-0 3-6-8 Scale=1:51.1 I 4x6 = 0.25 12 4x6 = 5x12 = 4x8 = 13x4 = 5x6 = 4x6 = 3x8 = 3x4 = I 19 20 2 21 3 22 23 244 25 5 26 6 27 7Villi\ r'IN . 16 14 28 13 29 12 30 11 31 10 32 9 33 8 34 1 3x4 I I 4x6 = 3x4 = 5x8 M18SHS = 3x4 = 3x6 = 4x8 — 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 late Offsets(X,Y)-- [1:0-7-4,0-3-01,[5:0-3-0,0-3-0],[11:0-4-0,0-3-4] TCLL OADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.31 10-11 >999 360 MT20 220/195 CDL 11.0 Lumber DOL 1.15 BC 0.79 Vert(CT) -0.56 10-11 >597 240 M18SHS 220/195 ICLL 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 i Wind(LL) 0.24 10-11 >999 240 Weight:275 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 4-1-14 oc purlins, OT CHORD 2x4 DF No.1&Btrtv 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 2.1E 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) IORCES. (Ib)-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 IOTES- �fl, .0 P R OFe )2-ply truss to be connected together with 10d(0.131'x3")nails as follows: TLr 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. ��C GI N jti C.h /� Webs connected as follows:2x4-1 row at 0-9-0 oc. C'T 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 �J { ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. $�`p{}{}( Wind:ASCE 7-10;Vult=12Omph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; 4411.,(25„.. , MWFRS(envelope)gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 28-4-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 )TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 fl OREGON Provide adequate drainage to prevent water ponding. Cr � 40 �i �� rib All plates are MT20 plates unless otherwise indicated. #e (� �- 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. r )*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide c,R A t I ifr4 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 12-31-2019 capacity of bearing surface. 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'oint 18. OMIrIAleWARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall /� 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 ANSI/TPI,Quality Criteria,DS8-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type Qty Ply 21367-6S K5964802 367-6S A01-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. Thu Apr 11 10:49:29 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-Zmr5ya8pA9PzW MbV?2VTDLDjxgBisigKbu5S9ozRpPq OTES- 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.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ItGirder carries tie-in span(s):4-0-0 from 0-0-0 to 28-1-0 Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 0-2-12,and 82 lb up at 28-9-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. AD 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) IVert:7=82 1=-82 Trapezoidal Loads(plf) Vert:1=-183-to-23=-132,24=-132-to-7=-183 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:23-24=-111,14-34=-48(F=-30),8-34=-18 I 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(Ib) Vert:7=82 1=-55 1 Trapezoidal Loads(plf) Vert:1=-96-to-23=-62,24=-62-to-7=-96 Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-53,23-24=34,7-16=-46,14-34=-1(F=9),8-34=-11 Horz:1-14=16,1-15=53,1-20=-37,7-20=-31,7-8=29,7-16=46 Concentrated Loads(Ib) Vert:7=82 1=16 Trapezoidal Loads(plf) i'l 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 IConcentrated Loads(lb) Vert:7=82 1=11 Trapezoidal Loads(plf) Vert:1=37-to-23=30,24=30-to-7=37 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) 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=-119-0-23=-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(pif) 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 I)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) IIVert:7=82 1=15 Trapezoidal Loads(plf) Vert:1=48-to-23=38,24=38-to-7=48 9)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 riiiiiiiiiiio1 ...... AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE -7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , 1140-7473f a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek* building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing I V IiTe 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/TPIf 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 Oty Ply 21367-6S 67-6S A01-G MONO TRUSS 2 K5964802 ^ L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:49:29 2019 Page 3 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-Zmr5ya8pA9PzWMbV?2VTDLDVgBisigKbu5S9ozRpPq IAD CASE(S) Standard Trapezoidal Loads(plf) Vert:1=48-to-23=31,24=324o-7=48 110) Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=43,23-24=-56,7-16=-29,14-34=-48(F=-30),8-34=-18 Horz:1-14=25,1-15=43,1-7=-25,7-8=9,7-16=29 Concentrated Loads(lb) Vert:7=82 1=-81 I Trapezoidal Loads(pif) Vert:1=-106-to-23=-56,24=-56-to-7=-106 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) IIVert:1=-68-to-23=-42,24=-42-to-7=-68 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-to-23=38,24=38-to-7=48 13) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 I 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 ITrapezoidal Loads(plf) Vert:1=30-to-23=22,24=22-to-7=30 Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-15=29,23-24=38,7-16=-29,14-34=-1(F=9),8-34=11 Horz:1-14=12,1-15=-29,1-7=-36,7-8=17,7-16=29 Concentrated Loads(Ib) Vert:7=82 1=15 Trapezoidal Loads(plf) Vert:1=48-to-23=38,24=38-to-7=48 )Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=.1.60 11 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 6)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:LumberIncrease= 1.60,9 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 1Horz:1-14=23,1-15=-29,1-7=-25,7-8=7,7-16=29 Concentrated Loads(Ib) Vert:7=82 1=-68 Trapezoidal Loads(plf) Vert:1=-88-to-23=-46,24=-46-to-7=-88 17) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,23-24=-61,7-16=-29,14-34=-48(F=-30),8-34=-18 Horz:1-14=-7,1-15=-29,1-7=-10,7-8=-23,7-16=29 IConcentrated Loads(Ib) Vert:7=82 1=-68 Trapezoidal Loads(plf) Vert:1=-104-to-23=-61,24=-61-to-7.104 18) Dead:Lumber Increase=0.90,Plate Increase=0.90 PIt.metal=0.90 IUniform 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=-71 119) 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 Ir A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE 0111-7473 rev.10103/2015 BEFORE USE. __ li Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI TPI!Quality Criteria,OSB-89 and BCS!Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type Qty Ply 21367-6S 67-6S A01-G MONO TRUSS K5964802 2 n L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 S Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:49:29 2019 Page 4 I D:BRY3ax W kgv6k2 RkzwEh B9dzjVxF-Zm r5ya8pA9Pz W M bV?2 VTDLDjXq BisigKbu5S9ozRpPq IAD CASE(S) Standard Uniform Loads(plf) Vert:1-15=-33,23-24=-116,7-16=-22,14-34=59(F=-41),8-34=-18 Horz:1-14=19,1-15=33,1-7=-19,7-8=6,7-16=22 Concentrated Loads(Ib) Vert:7=82 1=-104 Trapezoidal Loads(plf) Vert:1=-181-to-23=-116,24=-116-to-7=-181 20) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 IUniform 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 I 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 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) IVert:7=82 1=-94 Trapezoidal Loads(plf) Vert:1=-179-to-23=-121,24=-121-to-7=-179 23) Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:23-24=-115,14-34=-53(F=-35),8-34=-18 IIConcentrated Loads(Ib) Vert:7=82 1=-73 Trapezoidal Loads(plf) Vert:1=-161-to-23=-115,24=-115-to-7=-161 1st Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-49,14-34=-33(F=-15),8-34=-18 Concentrated Loads(Ib) 111 Vert:7=82 1=-536 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,24=-49-to-7=-71 2nd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-49,14-34=-33(F=-15),8-34=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 19=-500 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,24=-49-to-7=-71 )3rd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-49,14-34=-33(F=-15),8-34=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 21=-500 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,24=-49-to-7=-71 g)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 Concentrated Loads(Ib) Vert:7=82 1=-36 22=-500 Trapezoidal Loads(plt) Vert:1=-71-to-23=-49,24=-49-to-7=-71 28)5th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-49,14-34=-33(F=-15),8-34=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 25=-500 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,24=-49-to-7=-71 It)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 Dane 5 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MA-7473 rev.10/03/2015 BEFORE USE. t Design valid for use only with MiTekiS connectors.This design is based only upon parameters shown,and is for an individual building component,not jut a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall / building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 6YIiTe'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 Truss Truss Type Qty Ply 21367-6S 367-6S A01-G MONO TRUSS 2 K5964802 n Pacific Lumber&Truss Co., Lake Oswego,OR-97035, L Job Reference Ind 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:49:29 2019 Page 5 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-Zmr5ya8pA9PzWMbV?2VTDLDjXgBisigKbu5S9ozRpPq TOAD 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) I 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 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 ItTrapezoidal 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 4) 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 I) 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) 17 Vert:1=-71-to-23=-49,24=-49-to-7=-71 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 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,24=-49-to-7=-71 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 ) 16th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 I Uniform Loads(plf) Vert:23-24=49,14-34=-33(F=-15),8-34=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 28=-500 I Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,24=-49-to-7=-71 17th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 - . 1 -. 11 .-.- . AI 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,notu4 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing (V�[11iTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1 1� fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S 367-6S A01-G MONO TRUSS K5964802 2 n G Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:49:29 2019 Page 6 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-Zmr5ya8pA9PzW MbV?2VTDLDjxgBisigKbu5S9ozRpPq IOAD CASE(S) Standard Uniform Loads(plf) Vert:23-24=-49,14-34=-33(F=-15),8-34=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 29=-500 I. 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(plf) 112 Vert:1=-71-to-23=-49,24=-49-to-7=-71 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 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 Concentrated Loads(Ib) Vert:7=82 1=-36 32=-500 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,24=-49-to-7=-71 4)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) IVert:1=-71-to-23=-49,24=-49-to-7=-71 22nd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-49,14-34=-33(F=-15),8-34=-18 Concentrated Loads(Ib) IIVert: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) IVert:23-24=-49,14-34=-33(F=-15),8-34=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 13=-500 Trapezoidal Loads(plf) ItVert:1=-71-to-23=-49,24=-49-to-7=-71 24th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-49,14-34=-33(F=-15),8-34=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 12=-500 1 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,24=-49-to-7=-71 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 I Concentrated Loads(Ib) Vert:7=82 11.500 1=-36 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,24=-49-to-7=-71 )26th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 I Uniform Loads(plf) Vert:23-24=-49,14-34=-33(F=-15),8-34=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 10=-500 ITrapezoidal Loads(plf) Vert:1=-71-to-23=-49,24=49-to-7=-71 27th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:23-24=-49,14-34=-33(F=-15),8-34=-18 IConcentrated Loads(Ib) Vert:7=82 1=-36 9=-500 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,24=-49-to-7=-71 ntinued on oaae 7 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. iiiiii Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iYI 1 li fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S K5964802 367-6S A01-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. Thu Apr 11 10:49:29 2019 Page 7 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-Zmr5ya8pA9PzW MbV?2VTDLDjXgBisigKbu5S9ozRpPq 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 IConcentrated 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 1 I I I I II IA WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. moot Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �� a truss system.Before use,the building designer must vedty 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'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/TPit 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 21367-6S K5964803 367-6S A02 MONO TRUSS 25 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:49:30 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-2yPTAw8RxTXg8WAiZI1 ilYmgzEWXb8pTgYrOhEzRpPp 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 1 4x6 = 5x12 = 0.25 12 15x6 = 3x8 = 3x4 II 3x8 = 3x4 = 3x4 = I 19 20 2 21 3 22 23 4 24 5 25 6 26 7 8 o'i ... - ..,'41 ." iii. N- d? ..1/eN411---- ' 0 02 M N (V C 16 27 15 28 14 29 13 30 12 31 11 32 0 9 110 3x6 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 Late Offsets(X,V)-- [1:0-7-4,0-3-0],[5:0-3-0,0-3-0],[13:0-4-0,0-3-4] TCL ADING (Ps25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP irRoof Snow=25.0) Plate Grip DOL 1.15 TC 0.86 Vert(LL) -0.28 12-13 >999 360 MT20 220/195 DL 11.0 Lumber DOL 1.15 BC 0.88 Vert(CT) -0.50 12-13 >667 240 M18SHS 220/195 LL 0.0 Rep Stress Incr NO WB 0.90 Horz(CT) 0.06 10 n/a n/a DL 9.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.20 12-13 >999 240 Weight:132 lb FT=20% LUMBER- BRACING- P CHORD 2x4 DF No.1&Btr*Except* 1-5:2x4 DF 2400F 2.0E TOP CHORD Structural wood sheathing directly applied or 2-10-13 oc purlins, except end verticals. T CHORD 2x4 DF 2400E 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: EBS 2x4 DF Stud/Std*Except* 8-9-10 oc bracing:13-14 17-18:2x6 DF 1800F 2.1 E,7-10:2x4 DF No.1&Btr 8-10-10 oc bracing:12-13. RTHERS 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) IRCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 16-18=-102/519,1-18=-1590/327,1-2=-1750/358,2-3=-4090/779,3-4=-4738/891, 4-5=-4181/783,5-6=-2641/488,7-10=-534/55 BOT CHORD 14-15=-672/3320,13-14=-905/4689,12-13=-888/4667,11-12=-680/3607, 10-11=-303/1610 IEBS 1-15=-354/2036,2-15=-1950/428,2-14=-121/1053,3-14=-794/209,3-13=-268/473, 4-13=-258/482,4-12=-706/178,5-12=-92/897,5-11=-1275/300,6-11=-200/1378, 6-10=-1962/405 OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; c?i �} P R Q 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 ..S t` ��°S exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate til °S exposed !D grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.100 {C! 89200PE qr Provide adequate drainage to prevent water ponding. 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 tt 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 verify4 9� OREGONcapacity of bearing surface. Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. /" Q}� 1 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 �}t� at joint 18. `// ;b R �� )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 �r 1i panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. EXPIRES: �-a1-� � 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 desi n/selection of such connection devices is the res onsibili of others. Inti &edone o2 M� WAR IN -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. t Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notimi a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall /� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ivn iTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the • fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?PII Quality Criteria,DSB-89 and BCSI 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 21367-6S K5964803 367-6S A02 MONO TRUSS 25 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:49:30 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-2yPTAw8RxTXg8WAIZl1 ilYmgzEWXb8pTgYrOhEzRpPp OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:7-23=-72,7-8=-72,9-16=-18 IConcentrated Loads(lb) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-123-to-23=-72 I I 1 I 1 1 I I I I I I I I IAWARNING-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 mi o r 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 properly damage. For general guidance regarding the 1Rt fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS!?PIf Qua250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. �r� lity Criteria,DSB-89 and BCSI Building Component Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S K5964804 367-6S A02-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. Thu Apr 11 10:49:33 2019 Page 1 I ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-SX4coyBJEOvP?_uG EuaPNBOLSSX?oc5vW V3gIZzRpPm 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 3-3-8 Scale=1:48.8 II 4x6 = 5x12 = 0.25 12 1 5x6 = 19 20 2 21 3 22 23 4 24 5 25 6 26 7 8 .. 411MIMMIIMIM 71, .wxi j 4 w p p A i h h h El 'al CSI"..kl 1 MOIll',IIIIIIIIIIIIIIII. _-411111111111lVIIIINYJ „or ii i!i!i!i!i!i!i!i!i!i!i!i!i!i!i�ilititilililililililili!1!1!1!1!1!1!1! 31 11 32 =t9 3x2 = 10 I 16 27 15 28 14 29 13 30 12 6x6 = 5x6 = I o[s-$ 2-11-6 7-11.8 12-11-8 17-11-8 18-8-10 22- 11-8 28-9-0 0-5-8 2-6-0 5-0-0 5-0-0 5-0-0 6-9-2 4-2-14 5-9-8 late Offsets(X,V)-- [1:0-6-0,0-3-0],[5:0-3-0,0-3-0],[13:0-3-0,0-3-0] ] TCLDING (psf2)5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.79 Vert(LL) -0.08 10-11 >999 360 MT20 220/195 CDL 11,0 Lumber DOL 1.15 BC 0.89 Vert(CT) -0.18 10-11 >705 240 CLL 0.0 Rep Stress Incr NO WB 0.48 Horz(CT) 0.01 10 n/a n/a CDL 9.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.01 10-11 >999 240 Weight:132 lb FT=20% LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, t) T CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 17-18:2x6 DF 1800F 2.1E,7-10:2x4 DF No.1&Btr OTHERS 2x4 DF No.1&Btr IEACT'ONS. All bearings 18-3-2 except(jt=length)10=0-2-8,18=0-5-8. (Ib)- Max Horz 18=241(LC 36) Max Uplift All uplift 100 lb or less at joint(s)15 except 10=-705(LC 39),16=-124(LC 76),13—139(LC 38), 14=-193(LC 38),12=-256(LC 38),18—675(LC 30) I Max Gray All reactions 250 lb or less at joint(s)16 except 10=851(LC 24),16=510(LC 82),13=685(LC 85), 15=692(LC 83),14=769(LC 84),12=882(LC 79),18=703(LC 37) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-778/675,1-2=-789/836,2-3=-830/879,3-4=-835/875,4-5=-856/960, 5-6=-1036/888,6-7=-943/913,7-10=-531/62 OT CHORD 15-16=-797/772,14-15=-971/1006,13-14=-897/911,12-13=-882/830,11-12=-944/1032, 10-11=-990/1131 EBS 1-15=-1026/1023,2-15=-1185/1085,2-14=-1165/1072,3-14=-1146/1093, 3-13=-1090/1043,4-13=-1064/1079,4-12=-1123/1064,5-12=-1469/1261,5-11=-995/1151, 6-11=-971/1057,6-10=-1300/1174 y�f f^� r OTES- (,�``� �RQ1 Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; Cj G t NE 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 �j ' �'T �. exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate � �®t}P� -9 grip DOL=1.60 L 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.4)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. 4 This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide CC �7� `OREGON �4, will fit between the bottom chord and any other members. •7 Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify f� �� 4r 4� — capacity of bearing surface. /�,� 0 Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. '"TRR R t L�- Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15 except(jt=1b) 10=705,16=124,13=139,14=193,12=256,18=675. EXPIRES: 12-31-2019 0)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 ntinund on pane 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 mimano a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracingNu 'eki° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the r� n fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI!P11 Quality Criteria,OSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S K5964804 367-6S A02-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. Thu Apr 11 10:49:33 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-SX4coyBJEOVP?_uGEuaPNBOLSSX?oc5vWV3glZzRpPm TES- 1)This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 28-9-0 for 300.0 plf. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 0-2-12 on top chord. The 110 design/selection of such connection device(s)is the responsibility of others. AD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) IVert:7-23=-72,7-8=-72,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-123-to-23=-72 I I I I I I I II I I I IMI IM 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,notEp a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Milek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS4TP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S 367-65 AO2A MONO TRUSS 3 1 K5964805 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:49:31 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-W9yrNG93infhmglu7TYxlmJ_3eu1 KhIc3CaZDhzRpPo I 5-5-8 10-5-815-5-8 5-5-8 5-0-0 I 5-0-0 18-9-4 3-3-12 Scale:3/8"=1' W 4x6 = 5x12 = 0.25 12 1 3x4 = 3x4 = 3x6 = 3x4 II 1 15 16 2 17 3 18 19 4 20 21 5 6 ri c, 1' N N LI 12 22 11 23 124 SI 9 25 0 3x6 = 8 3x6 II 3x4 = 3x4 = 7 5x8 = I 2-11-8 7-11-8 12-11-8I 18-9-4 2-11-8 5-0-0 late Offsets(X,V)-- [1:0-7-8,0-3-0] 5-0.0 5-9_12 1110 TCLLDING (psf25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.91 Vert(LL) -0.08 9-10 >999 360 MT20 220/195 110Lumber DOL 1.15 BC 0.73 Vert(CT) -0.22 9-10 >982 240 IDL LL 0.0 Rep Stress Incr NO WB 0.56 Horz(CT) 0.02 8 n/a n/a DL 9,0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.05 9-10 >999 240 Weight:88 lb FT=20% LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-8-6 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. 13-14:2x6 DF 1800E 2.1E,5-8:2x4 DF No.1&Btr OTHERS 2x4 DF No.1&Btr IEACTIONS. (lb/size) 8=916/Mechanical,14=1199/0-5-8 Max Horz 14=153(LC 9) Max Uplift 8=-i69(LC 12),14=245(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=-1171/253,1-2=-1137/241,2-3=-2224/432,3-4=-1759/328, 5-8=-533/57 OT CHORD 10-11=-431/2053,9-10=-445/2258,8-9=-228/1162 WEBS 1-11=-217/1389,2-11=-1166/289,2-10=-118/590,3-10=-318/388,3-9=-713/189, 4-9=-86/959,4-8=-1357/301 *OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 18-9-4 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=1.600 t1 .O PRQ TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 [' t s Provide adequate drainage to prevent water ponding. -Gt NFR s/� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *This truss has been designed for a live oad of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wideif N./ 4t. �. 89200PE will fit between the bottom chord and anyother members. Refer to girder(s)for truss to truss connections. Bearing at joint(s)14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify =N./ - capacity of bearing surface. -e� Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 169 lb uplift at joint 8 and 245 lb uplift at - joint 14. 7 OREGON .z, 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 L- ',4 Os t' A. panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 2P j-. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. r 4/, t�Y 4' �Q` 1)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)172 Ib down and 44 Ib up at r&. R`L� 0-2-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. OAD CASE(S) Standard EXPIRES: 12-31-2019 April 11,2019 ntiniied on nave 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. f Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing J'iT /.' 250 Klug Circle always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the rrc 1 !i fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/IPI1 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S K5964805 367-6S 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. Thu Apr 11 10:49:31 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-W9yrNG93infhmglu7TYxlmJ_3eu1 KhIc3CaZDhzRpPo 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 I Concentrated Loads(Ib) Vert:1=-136 Trapezoidal Loads(plf) Vert:1=-123-to-19=-72 I I I I I I I I I I I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. t Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing mi iJJiTek 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,OSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S K5964806 367-6S A03 MONO TRUSS 24 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:49:34 2019 Page 1 I ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-wke_?HBx?i1 Gd7TTob5ewOwVzrtSXyp319pDgOzRpPI 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 I 3-3-8 Scale=1:49.1 I 4x6 = 5x12 = 0.25 12 I 1 3x8 = 3x4 = 3x4 =..,,r7- 55x6 = 3x8 =- 6 3x4 I 19 20 2 21 3 22 23 4 24 25.N. 6 26 7 8 ma o -- o �� . o m �� __ M N N 16 27 15 28 14 29 13 30 12 31 11 32 9 I103x6 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 late Offsets(X,V)-- [1:0-7-4,0-3-0],[5:0-3-0,0-3-0],[13:0-4-0,0-3-4] TCLL OADING (psf) 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.86 Vert(LL) -0.28 12-13 >999 360 MT20 220/195 CDL 11.0 Lumber DOL 1.15 BC 0.88 Vert(CT) -0.50 12-13 >667 240 M18SHS 220/195 CLL 0.0 * Rep Stress InaNO WB 0.90 Horz(CT) 0.06 10 n/a n/a CDL 9.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.20 12-13 >999 240 Weight:132 lb FT=20% LUMBER- BRACING- ilOP 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 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: /EBS 2x4 DF Stud/Std*Except* 8-9-10 oc bracing:13-14 17-18:2x6 DF 1800F 2.1 E,7-10:2x4 DF No.1&Btr 8-10-10 oc bracing:12-13. THERS 2x4 DF No.1&Btr EACTIONS. (lb/size) 10=1334/Mechanical,18=1625/0-5-8 Max Horz 18=160(LC 9) Max Uplift 10=-244(LC 12),18=-223(LC 8) IORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 16-18=-102/519,1-18=-1590/230,1-2=-1750/358,2-3=-4090/779,3-4=-4738/891, 4-5=-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 "[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; t2f_o PROP MWFRS(envelope)gable end zone and C-C Exterior(2)0-7-4 to 3-74,Interior(1)3-7-4 to 28-9-0 zone;cantilever left and right '` [ss exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate �Co % GI NF /© grip DOL=1.60 )TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. G� 8( Q�Fs -7_,t 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. �� )Refer to girder(s)for truss to truss connections. �) OREGON f jj� Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 7,. ,� capacity of bearing surface. /6 .41kCx 14, 2C&� 1 ' " 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) RR 10=244,18=223. (�� I0)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. EXP RES: 12-31-2019 11)This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all April 11,2019 panel points alone the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ntlr�ek,gi PArity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 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 Mi/�Te1�° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the BYO Tele fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/iP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Rug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Sale 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S K5964806 67-6S A03 MONO TRUSS 24 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:49:35 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-OwCMDdCam?A7EH2fM IctScTgjFDhGP2C_pYnNSzRpPk "WES- 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 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(lb) Vert:1=-82 Trapezoidal Loads(plf) IVert:1=-123-to-23=-72 Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:7-23=-59,7-8=-59,9-16=-18 Concentrated Loads(Ib) IVert: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(Pb) 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) 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 1 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(lb) Vert:1=-82 ITrapezoidal 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 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 IDead+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) 4 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) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=37-to-23=27 Dead+0.6 MWFRS Wind(Pos.Internal)Right Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=43,7-23=12,7-8=22,9-16=-11 Horz:1-16=-19,1-17.43,1-7=-20,7-8=-31,7-10=-15 IConcentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=29-to-23=12 10)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 IUniform Loads(plf) Vert:1-17=-43,7-23=3,7-8=-7,9-16=-18 Horz:1-16=25,1-17=43,1-7=-25,7-8=-15,7-10=9 ntinued on oaae 3 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10103/2015 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 4 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing RJ�,Te1." is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek ® 11C4 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?P/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S K5964806 367-6S A03 MONO TRUSS 24 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:49:35 2019 Page 3 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-OwCMDdCam?A7EH2fMIctScTgjFDhG P2C_pYnNSzRpPk IOAD 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 I 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 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 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 ItDead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=29,7-23=27,7-8=7,9-16=-11 Horz:1-16=12,1-17=-29,1-7=-36,7-8=-15,7-10=17 Concentrated Loads(Ib) IVert:1=-82 Trapezoidal Loads(plf) Vert:1=37-to-23=27 15) Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 IUniform 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 ITrapezoidal Loads(plf) Vert:1=20-to-23=12 Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=29,7-23=3,7-8=-7,9-16=-18 Horz:1-16=23,1-17=-29,1-7=-25,7-8=-15,7-10=7 I Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-32-to-23=3 ) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=29,7-23=-12,7-8=9,9-16=-18 Horz:1-16=-7,1-17=-29,1-7=-10,7-8=-31,7-10=-23 Concentrated Loads(Ib) itVert:1=-82 Trapezoidal Loads(plf) Vert:1=-38-to-23=-12 Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 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:1-17=-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 Trapezoidal Loads(plf) Vert:1=-105-to-23=-40 ntinued on oaae 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. t Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �R a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MIMI 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 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPI7 Quality Criteria,OSB-B9 and BCS/Building Component mi 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 21367-6S 367-6S A03 MONO TRUSS 24 1 K5964806 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 S Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:49:35 2019 Page 4 ID:BRY3axWkgv6k2RkzwEhB9dzjVXF-OWCMDdCam?A7EH2fMIctScTgjFDhG P2C_pYnNSzRpPk �OAD CASE(S) Standard 0) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=33,7-23=-52,7-8=-37,9-16=-18 Horz:1-16=-6,1-17=-33,1-7=-8,7-8=-23,7-10=-19 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-98-to-23=-52 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:1-17=22,7-23=-40,7-8=-48,9-16=-18 Horz:1-16=17,1-17=-22,1-7=-19,7-8=-11,7-10=5 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-94-to-23=-40 22) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=22,7-23=-52,7-8=37,9-16-18 Horz:1-16=-5,1-17=-22,1-7=-8,7-8=-23,7-10=-17 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-98-to-23=-52 113)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) IVert:1=-82 Trapezoidal Loads(plf) Vert:1=-108-to-23=-62 24) 1st Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:1=-582 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 5)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) 4 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 Concentrated Loads(Ib) Vert:1=-82 21=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 g7)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 itTrapezoidal Loads(plf) Vert:1=-45-to-23=-22 5th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 IConcentrated Loads(Ib) Vert:1=-82 24=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 29)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=-500 Trapezoidal Loads(plf) 10 Vert:1=-45-to-23=-22 7th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 riaiii_ii„ lo 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 �V1 M iTek• 111 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the li fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII 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 21367-6S K5964806 367-6S 0 A03 MONO TRUSS 24 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:49:35 2019 Page 5 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-OwCMDdCam?A7EH2fM IctScTgjFDhGP2C_pYnNSzRpPk IOAD CASE(S) Standard Concentrated Loads(Ib) Vert:1=-82 26=-500 Trapezoidal Loads(plf) IIVert: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) 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 I) 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(lb) Vert:1=-82 3=-500 L Trapezoidal 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 5) 12th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:5=-500 1=-82 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 13th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) IVert: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 IUniform Loads(plf) Vert: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 1113) =45-to-23=-22 ) 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 Trapezoidal Loads(plf) .119 Vert:1=-45-to-23=-22 16th 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 29=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 g) 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 ITrapezoidal Loads(plf) Vert:1=45-to-23=-22 18th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 ntinued on nape 6 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10103/2015 BEFORE USE. r• Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 250 bug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 0 b Truss Truss Type Qty Ply 21367-6S K5964806 367-6S A03 MONO TRUSS 24 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 S Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:49:35 2019 Page 6 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-OwCMDdCam?A7EH2fM IctScTgjFDhG P2C_rYnNSzRpPk TOAD CASE(S) Standard Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) I 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 I)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 it 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 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 I5)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 I 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 I Uniform Loads(plf) Vert:7-23=-22,7-8=-22,9-16=-18 Concentrated Loads(Ib) Vert:13=-500 1=-82 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 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) II Vert:1=-82 12=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 9)26th 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 11=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 I) 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 I Trapezoidal Loads(plf) Vert:1=-45-to-23=-22 1)28th 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:10=-500 1=-82 Trapezoidal Loads(plf) Vert:1=45-to-23=-22 : . MINIM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �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 ANS4TP/1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S 0 K5964807 367-6S A03-D MONO TRUSS 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:49:37 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-LJK6eJEgIdQrUbC2TjfLY1Ylg3uhkRIVR71tRLzRpPi 5-5-8 10-5-8 15-5-8 20-5-8 25-5-8 28-9-0 5-5-8 5-0-0 5-0-0 5-0-0 5-0-0 3-3-8 Scale=1:49.4 1/ 4x6 = 5x12 = 0.25 1I 2 1 5x6 = 1.5x4 II I 18 19 2 20 3 21 22 4 23 5 24 6 25 7 8 c O .���• N c9 N.. M N N •--•��.�-.•.Z.--.--••••�..+..�..••�.������.*.+.%:... -:'-.Z ...� .;.%.. .*..T�.s.. •w.%ss Z.Z--.s-s• --.-..sv'..s% 'moi''s's''..•-r-.--�'�'•'•'rw'rZ-••.Y'. • 6X6 = I 15 26 14 27 13 28 12 29 11 30 10 31 9 5x6 = I 2-11-8I 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 la001--te Offsets )-- [1:0-6-0,0-3-0],[5:0-3-0,0-3-0],[12:0-3-0,0-3-0] TCLL ADING (psf25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.09 9-10 >743 360 MT20 220/195 DL 11.0 Lumber DOL 1.15 BC 0.91 Vert(CT) -0.19 9-10 >340 240 CLL 0.0 Rep Stress Incr NO WB 0.44 Horz(CT) -0.01 8 n/a n/a CDL 9,0 Code IBC2015/TP12014 Matrix-MS Wind(LL) -0.00 9-10 >999 240 Weight:132 lb FT=20% LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btril TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, OT CHORD 2x4 DF No.t&Btr EBS 2x4 DF Stud/Std*Except* except end verticals. t 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 I EACTIONS. All bearings 28-3-8 except(jt=length)17=0-5-8. (Ib)- Max Horz 17=250(LC 33) Max Uplift All uplift 100 lb or less at joint(s)except 8=-482(LC 68),9=-693(LC 33), 15=-124(LC 78),12=-159(LC 32),14=-113(LC 32),13-216(LC 32),11-164(LC I 30),10=-119(LC 30),17=-669(LC 30) Max Gray All reactions 250 lb or less at joint(s)8 except 9=955(LC 68),15=510(LC 83),12=713(LC 86),14=692(LC 84),13=773(LC 85),11=698(LC 87),10=726(LC 88),17=710(LC 47) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. P CHORD 1-17=-773/669,1-2=-819/859,2-3=-883/914,3-4=-882/897,4-5=-886/895, 5-6=-925/933,6-7=-1020/996,7-9=-792/311 OT CHORD 14-15=-884/857,13-14=-905/917,12-13=-829/841,11-12=-817/824,10-11=-840/853, 9-10=-863/960 IEBS 1-14=-1013/1019,2-14=-1194/1093,2-13=-1172/1115,3-13-1159/1101, 3-12=-1083/1049,4-12=-1134/1107,4-11=-1071/1054,5-11-1171/1147, „st� 5-10-1118/1099,6-10-1161/1129,6-9-1146/1142 ,c<„�� P Q�r0. NOTES- ,�5 ,t,\, F� /® Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; 4J - Si' 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 89200PEt" 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 mil ' • Provide adequate drainage to prevent water ponding. d 0 All plates are 3x4 MT20 unless otherwise indicated. OREGON 4,,,This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. CC L- ' A y *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide '6 Al}' 14 2C will fit between the bottom chord and any other members. Bearing at joint(s)8,17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify R ��. 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 at joint 9,124 lb uplift at joint 15,159 lb uplift at joint 12,113 lb uplift at joint 14,216 lb uplift at joint 13,164 lb uplift at joint 11,119 lb EXPIRES: 12-31-201 uplift at joint 10 and 669 lb uplift at joint 17. April 11,2019 ' ued on oaae 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not � 4 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall EN building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' ma 250 Klug Circle is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Il fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSr?PII 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 0b Truss Truss Type Oty Ply 21367-6S K5964807 367-6S A03-D MONO TRUSS 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:49:37 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-W K6eJEgldQrUbC2TjfLY1 Y1 g3uhkRIVR71 tRLzRpPi IOTES- 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)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. 11)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. LOAD CASE(S) Standard I 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 I Trapezoidal Loads(plf) Vert:1=-123-to-22=-72 I I 1 I I I I I I I I I IA I WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M!1-7473 rev.YO/03/2015 BEFORE USE. pin Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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' vl 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 SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Oty Ply 21367-65 K5964808 1367-6S 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. Thu Apr 11 10:49:39 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-HhRt3?F4gEgYjvMQb8hpdSeRxseJCG8ou R W_W DzRpPg 5-5-8 10-5-8 i 15-5-8 18-10-12 120-5-8 25-5-8 28-9-0 5-5-8 5-0-0 5-0-0 3-5-4 1-6-12 5-0-0 3-3-8 Scale=1:49.4 I 4x6 = 5x12 = 0.25 12 I 1 5x6 = 4x6 = 1.5x4 3x6 = 3x4 = 3x4 = 1.5x4 25 i . c,_ 24 5 6 26 7 27 89 II M N tt2o221322234 N 17 28 16 29 15 30 14 31 13 32 12 33 10 11 3x4 3x8 = 3x4 = 7x6 = 8x8 = 4x6 = 4x8 = I 1 2-11-8 1 7-11-8 1 12-11-8 18-10-12 1 22-11-8 28-9-0 2-11-8 5-0-0 5-0-0 5-11-4 4-0-12 5-9-8 late Offsets(X,Y)-- [1:0-74,0-3-0],[6:0-3-0,0-3-0],[14:0-3-0,0-4-8] 10 ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL) -0.26 13-14 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.58 Vert(CT) -0.46 13-14 >723 240 DL 11.0 Rep Stress lncr NO WB 0.77 Horz(CT) 0.03 11 n/a n/a CLL 0.0 * Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.18 13-14 >999 240 Weight:309 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 4-2-5 oc purlins, T CHORD 2x6 DF 1800E 2.1E except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 18-19:2x6 DF 1800F 2.1 E OTHERS 2x4 DF No.1&Btr I EACTIONS. (lb/size) 11=2646/Mechanical,19=2312/0-5-8 Max Horz 19=157(LC 5) Max Uplift 11=485(LC 8),19=-447(LC 4) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. tO P CHORD 17-19=-43/546,1-19=-2216/448,1-2=-2746/541,2-3=-6987/1313,34=-9327/1728, 4-5=-10540/2109,5-6=-10535/2109,6-7=-6164/1164,8-11=-538/40 T CHORD 15-16=-1041/5313,14-15=-1600/8466,13-14=-1934/9970,12-13=-1804/8939, 11-12=-683/3475 gEBS 1-16=-571/3157,2-16=-3134/648,2-15=-319/2031,3-15=-1846/407,3-14=-237/1270, 4-14=-1008/314,4-13=-513/830,6-13=-565/2658,6-12=-3575/782,7-12=-681/3629, 7-11=-4203/817,5-13=-460/235 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. 4,((„N`�� �{O�`sc' Bottom chords connected as follows:2x6-2 rows staggered at 0-5-0 oc. C Webs connected as follows:2x4-1 row at 0-9-0 oc. SCO 0 1 j��h /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 ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. {4 *7 Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed;11111) $� Q�}P 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 1111P// 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 -- .... - Provide adequate drainage to prevent water ponding. * This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 172.. 7 OREGONCC �{/ *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. /n '" }' 1 4 12,0 --V.. -}- 8)Refer to girder(s)for truss to truss connections. V/lg Q` IBearing at joint(s)19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 't�f R t L\- capacity of bearing surface. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 485 lb uplift at joint 11 and 447 lb uplift EXPIRES: 12-31-2019 at joint 19. 11)This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all April 11,2019 panel! pointsalongthe Top Chord and Bottom Chord,nonconcurrent with any other live loads. ` a. Inti2Th NINGe tTrify design parameters and READ NOTES ON THIS AND INCLUDED MiTEK REFERENCE PAGE Mf1-7473 rev.10/03/2015 BEFORE USE. IMMIM1 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 p 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 ANSUfPII Quality Criteria,OSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S 367-6S A03-G MONO TRUSS 1 n K5964808 L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:49:39 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-HhRt3?F4gEgYjvMQb8hpdSeRxseJCGBouRW_W DzRpPg ILOTES- ) 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 2532 lb down and 653 lb up at 18-10-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. IAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:8-23=-72,8-9=-72,10-17=-18 Concentrated Loads(lb) Vert:1=-82 13=-2000(F) Trapezoidal Loads(plf) Vert:1=-123-to-23=-72 I I I I I I I I I I I 1 : MINIM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S ill K5964809 367-6S A03-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. Thu Apr 11 10:49:41 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-D4ZdThHKMrwGyCVpiZjHitjpbgR?g135M1?5a6zRpPe 5-5-8 10-5-8 15-5-8 18-1012 20-5-8 25-5-8 28-9-0 5-5-8 5-0-0 5-0-0 3-5-4 1-6-12 5-0-0 3-3-8 Scale=1:49.4 I 4x6 = 4x12 = 0.25 12 ' 1 1.5x4 I 5x6 = 1.5x4 I 19 2 20 3 21 22 4 23 5 24 6 25 7 26 8 9 cN N ‘r?1 1 = ... "."_""''-Z'""''' --"'' ""'""'"'-.''"'":""Y'.'." ""''' """' ". "moi" """"'"'"'I.4-Z"' --.--''" 4-' '""'-..”-Z """"':' -.-. "'''".'."r—"--4 3x8 = 4x4 = I 16 27 15 28 14 29 13 30 12 31 11 32 10 7x6 = I 2-11-8 7-11-8 12-11-8 18-10-12 22-11-8I 28-9-0 2-11-8 5-0-0 5-0-0 5-11-4 4-0-12 5-9-8 late Offsets(X,Y)-- [6:0-3-0,0-3-0],[13:0-3-0,0-4-8] CLL 25.0 (psf25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.39 Vert(LL) -0.01 10-11 >999 360 MT20 220/195 DL 11,0 Lumber DOL 1.15 BC 0.18 Vert(CT) -0.02 10-11 >999 240 LL 0.0 * Rep Stress InaNO WB 0.23 Horz(CT) -0.01 9 n/a n/a CDL g,0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) -0.00 11 >999 240 Weight:309 lb FT=20% LUMBER- BRACING- iOP CHORD 2x4 DF No.1&Btr 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. 17-18:2x6 DF 1800E 2.1E OTHERS 2x4 DF No.1&Btr I EACTIONS. All bearings 28-3-8 except(jt=length)18=0-5-8. (Ib)- Max Horz 18=247(LC 25) Max Uplift All uplift 100 lb or less at joint(s)except 9=-481(LC 61),10=-664(LC 25), 16=-110(LC 72),13=129(LC 25),15=-101(LC 24),14=-230(LC 24),12=-991(LC I24),11—113(LC 23),18=-652(LC 22) Max Gray All reactions 250 lb or less at joint(s)9 except 10=966(LC 61), 16=511(LC 77),13=737(LC 80),15=687(LC 78),14=763(LC 79),12=3021(LC 47), 11=689(LC 82),18=692(LC 39) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. O . P CHORD 1-18=-692/652,1-2=-822/813,2-3=-871/860,3-4=-942/918,4-5=-974/953, 5-6=-601/583,6-7=-893/873,7-8=-1009/993,8-10=-788/273 DOT CHORD 15-16=-900/871,14-15=-942/895,13-14=-894/852,12-13=-1135/1096,11-12=-892/862, 10-11=-870/934 t EBS 1-15=-998/1000,2-15=-1100/1094,2-14=-1112/1107,3-14=-1111/1120,3-13=-1060/1084, 4-13=-966/989,4-12=-1077/1098,6-12=-1003/1019,6-11=-1166/1181,7-11=1091/1112, o) PRQF 7-10=-1124/1150,5-12=-517/189 '0(<" 0( �stS NOTES- Co E\AGIN 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: <C f -� Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. f392QC}P f Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. / Webs connected as follows:2x4-1 row at 0-9-0 oc. / + .. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. I Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; 17 OREGON 4/MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate 4--":0- 41)... - �j Ix grip DOL=1.60 f� 4114, 2-Q� .�A` 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 t ' Q` Provide adequate drainage to prevent water ponding. `� R R ��, EXPIRE0 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. `�-31- (�� *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 ntinued on oaae 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTekp is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/1 Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S iliK5964809 367-6S A03-GD MONO TRUSS 1 n G Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:49:41 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-D4ZdThHKMrwGyCVpiZjHitjpbgR?g135M1?5a6zRpPe OTES- Bearing at joint(s)9,18 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 481 lb uplift at joint 9,664 lb uplift at joint 10,110 lb uplift at joint 16,129 lb uplift at joint 13,101 lb uplift at joint 15,230 lb uplift at joint 14,991 lb uplift at joint 12,113 lb uplift at joint 11 and 652 lb uplift at joint 18. 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 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)104 lb down and 27 lb up at 0-2-12 on top chord,and 2532 lb down Iand 653 lb up at 18-10-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. OAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:8-22=-72,8-9=-72,10-16—18 Concentrated Loads(Ib) Vert:1=-82 12=-2000(F) Trapezoidal Loads(plf) Vert:1=-123-to-22=-72 I I I I I I I I I I I I : o A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE/M-7473 rev.70/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not & a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Ory Ply 21367-6S K5964810 367-6S A04 MONO TRUSS 48 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:49:42 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-hG7?h 1 Iz7927aM4?G HE W F4GsU4aiPdgEbPle6YzRpPd I 5-6-0 I 10-6-0 15-6-0 I 20-6-0 5-0-0 23-9-8 5-6-0 5-0-0 5-0-0 3-3-8 Scale=1:40.4 1 4x6 = 5x12 = 0.25i I 12 1 5x6 = 3x6 = 3x4 3x6 = 3x4 = :r.,N .1 N 1 1 i'Hy v,A 61,NI M 1 r I I rr mNpyr . PI I 17 18 2 19 3 20 21 4 22 5 23 6 7 I lel ,.4611 'Cs.; � N N 1 I 14 24 13 25 12 26 11 27 10 28 9 8 3x6 3x8 5x8 = 3x4 = 3x4 = 4x8 = 3-0-0 8-0-0i 13-0-0 18-0-0 23-9-8 3-0-0 5-0-0 5-0-0 5-0-0 5-9-8 late Offsets(X,Y)-- [1:0-7-4,0-3-0],[4:0-3-0,0-3-0],[12:0-4-0,0-3-0] TCLL ADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.96 Vert(LL) -0.14 11-12 >999 360 MT20 220/195 CDL 11.0 Lumber DOL 1.15 BC 0.98 Vert(CT) -0.31 11-12 >884 240 CLL 0.0 Rep Stress Incr NO WB 0.71 Horz(CT) 0.03 9 n/a n/a CDL 9,0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.10 11-12 >999 240 Weight:111 lb FT=20% 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 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 9-3-9 oc bracing. EBS 2x4 DF Stud/Std*Except* 15-16:2x6 DF 1800F 2.1 E,6-9:2x4 DF No.1&Btr 1THERS 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) IRCES. (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 IOTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)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 `�Q��� P��fiss TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 ANG I N 4 .. >0 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. <Ct -9 *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 �92Q�P will fit between the bottom chord and any other members. Bearing at joint(s)16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ^, capacity of bearing surface. Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. 0 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 205 lb uplift at joint 9 and 278 lb uplift at (�(� ( N ( Co Cr joint 16. 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 �dIie 7 4 20 -L. panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 4 ' V I)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. R 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 V ntinued on Daae 2 il A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.10103/2015 BEFORE USE. Design valid for use only with Mrrek®connectors.This 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/TPII Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S K5964810 367-6S A04 MONO TRUSS 48 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:49:42 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-hG7?ht Iz7927aM4?GHEWF4GsU4aiPdgEbPle6YzRpPd OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:6-21=-72,6-7=-72,8-14=-18 I Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-123-to-21=-72 I I I I 1 I I I I I I I I I __ WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �� a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'Yl 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/TPIl 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 21367-6S K5964811 367-6S A04-D MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:49:44 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-dfFm6iJDemIrpgEOOhH_KVLEYtlbtaoX2jEIBRzRpPb I 5-6-0 I 10-6-0 15-6-0 20-6-0 5-0-0 23-9-8 5-6-0 5-0-0 5-0-0 3-3-8 Scale=1:40.4 I 4x6 = 5x12 = 0.25 12 1 5x46 = 3x4 = 3x4 = 3x4 = 3x4 II I t 17 18 2 19 3 20 21 22 5 23 6 7 .13 m o , A NN Ii .. 4,-N, T t•'•••ii•ii�i�i •�ii•••i••ii •••••0• ••••••••41:••i•i•i::-;•-.;Viriw•w�i•0i•i0 27 10 28 I 3x4 = 98 14 24 13 25 12 26 11 6x6 = 3x4 II 3x4 = 5x6 = 3x6 = I 5- 3-0-0 8-0-0 13-0-0 13-8-8I 18-0-0 23-9-8 -5- 2.6-8 5-0-0 5-0-0 0-8-8 4-3-8 5-9-8 late Offsets(X,Y)-- [1:0-6-0,0-3-0],[4:0-3-0,0-3-0],[12:0-3-0,0-3-0] ] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL) -0.08 9-10 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.89 Vert(CT) -0.18 9-10 >705 240 DL 11.0 Rep Stress Incr NO WB 0.48 Horz(CT) -0.01 9 n/a n/a CLL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.01 9-10 >999 240 Weight:111 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 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. 15-16:2x6 DF 1800E 2.1E,6-9:2x4 DF No.1&Btr OTHERS 2x4 DF No.1&Btr I EACTIONS. All bearings 13-3-0 except(jt=length)9=0-2-8,16=0-5-8. (Ib)- Max Horz 16=236(LC 36) Max Uplift All uplift 100 lb or less at joint(s)13 except 9=-705(LC 39),14=-120(LC 74),12=-178(LC 38), 11=263(LC 38),16—699(LC 30) Max Gray All reactions 250 lb or less at joint(s)14 except 9=850(LC 24),14=511(LC 79),12=746(LC 81), 13=689(LC 80),11=895(LC 76),16=727(LC 37) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=-804/699,1-2.793/841,2-3=-830/889,3-4=-858/970,4-5=-1031/886, 5-6=-943/913,6-9=-531/62 IT CHORD 13-14=-805/777,12-13=961/988,11-12-879/850,10-11-947/1031,9-10=991/1130 BS 2-13=-1192/1101,2-12=-1190/1093,3-12=-1103/1088,3-11=-1151/1071, 4-11=-1474/1263,4-10=-994/1151,5-10=-971/1057,5-9=-1298/1173,1-13=-1038/1038 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; -2 j PR dF 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 .c'�,T' r,�'�y exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate Gt NSF /© grip DOL=1.60 „X'4 * TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 '44 -V Provide adequate drainage to prevent water ponding. 1 " 89200PE r" This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. "_g .• ,"`_m' 0 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. j7 OREGON ltd Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. f y� . Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)13 except(jt=lb) ".6 it.,/' �� - 9=7 ITh s 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 ��RI 1 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 23-9-8 for 300.0 plf. EX )RE OG- 1-��}� 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 n MOM WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. 1��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 bucking 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 BCSI 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 21367-6S ill K596481I 367-6S A04-D MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:49:44 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-dfFm6iJDem IrpgEOOhH_KVLEYtlbtaoX2jEIBRzRpPb IllOTES- 2) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 0-2-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard I)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:6-21=-72,6-7=-72,8-14=-18 Concentrated Loads(Ib) Vert:1=-82 I Trapezoidal Loads(plf) Vert:1=-123-to-21=-72 I I I I I I I I I 1 I I I I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 M�MITE*.is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPI7 ua250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 2231Q4lity Criteria,DSB-89 and BCS/Building Component __ . Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S 0 K5964812 367-6S A05 MONO TRUSS 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 S Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:49:45 2019 Page 1 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-6rp8J2KrP4QiRgpaxpoDsjuNjHcPczQgHN_IjtzRpPa I 5-6-0 10-6-0 15-6-0 20-6-0 5-0-0 23-9-8 5-6-0 5-0-0 5-0-03-3-8 Scale=1:40.4 I 4x6 = 5x12 = 0.25 12 Il , 5x6 = 3x6 = 3x4 II 3x6 = 3x4 = I 17 18 2 19 3 20 21 4 22 5 23 6 7 NZ I 1 o 0 M r -WA&1‘11- ./ . O N N YIW__. - E 14 3x6 II 24 x 25 12 26 11 27 10 3x4 = 28 9 3x8 = 5x8 = 3x4 = 8 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,V)-- [1:0-7-4,0-3-0],[4:0-3-0,0-3-0],[12:0-4-0,0-3-0] TCLLDING (psf) 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.96 Vert(LL) -0.14 11-12 >999 360 MT20 220/195 DL 11.0 Lumber DOL 1.15 BC 0.98 Vert(CT) -0.31 11-12 >884 240 LL 0.0 * Rep Stress lncr NO WB 0.71 Horz(CT) 0.03 9 n/a n/a CDL 9.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.10 11-12 >999 240 Weight:111 lb FT=20% LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins, OT CHORD 2x4 DF No.1&Btr*Except* except end verticals. 8-12:2x4 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 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) 11 RCES. (lb)-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 t2 [} P R Q fir grip DOL=1.60 "\<c\'` c ' Css TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 ��CJ t� �N . /0 3)Provide adequate drainage to prevent water ponding. Ci fij /.- This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. t4 *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� V 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 i r •' capacity of bearing surface. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 441 16=278. G„ it -.7 ,lbs 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 /40 4), 7 'Zfl '�^ panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads.I g )Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 6 �+MIA- EXPIRES: t,1, Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 0-2-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. E}{ I RAJ: 1 —31— 0 19 LOAD CASE(S) Standard April 11,2019 on .... lilt 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' 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 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 21367-6S II K5964812 367-6S A05 MONO TRUSS 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:49:46 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-al MWXOLTAOYZ3zOmV6JSPwQYThxeLQggV1jsFJzRpPZ IOAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:6-21=-72,6-7=-72,8-14=-18 IConcentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-123-to-21=-72 I I I I I •I I I I I 1 1 I I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03l2073 BEFORE USE. �, Design valid for use only with MiTek®connectors.This 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 ANS4TP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S 111 K5964813 367-6S A05-AD MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:49:47 2019 Page 1 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-2EwukkM5xhgQg7zzagghy8zjD5Ht4rpzkhTPolzRpPY I 1 5-6-0 10-6-0 15-6-0 1 20-6-0 5-0-0 23-9-8 5-6-0 5-0-0 5-0-0 3-3-8 Scale=1:40.4 I 4x6 = 5x12 = 0.25 12 1 5x6 = 3x8 = 3x4 = 3x8 = 3x4 H 1 17 18 2 19 3 20 21 4 22 5 23 6IN4/r' N- il s� o I 1 1:L iba,11-W I 14 24 13 25 12 26 11 27 10 28 9 3x6 1 4x6 = 5x8 = 3x4 = 3x6 = 8 6x6 = I 3-0-01 8-0-0 13-0-0 18-0-0 23-9-8 3-0-0 5-0-0 5-0-0 5-0-0 5-9-8 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] 113 ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL25.0 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 0.85 Horz(CT) 0.04 9 n/a n/a LL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.13 11-12 >999 240 Weight:111 lb FT=20% DL 9.0 LUMBER- BRACING- P CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins, CHORD 2x4 DF No.i&Btr*Except* except end verticals. 8-12:2x4 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 5-3-14 oc bracing. IT BS 2x4 DF Stud/Std*Except* 15-16:2x6 DF 1800F 2.1E,6-9:2x4 DF No.1&Btr iTHERS 2x4 DF No.i&Btr EACTIONS. (lb/size) 9=1123/Mechanical,16=1390/0-5-8 Max Horz 16=236(LC 36) Max Uplift 9=-756(LC 39),16=972(LC 30) Max Gray 9=1379(LC 24),16=1717(LC 25) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 14-16=-102/518,1-16=-1683/970,1-2=-1830/1136,2-3=-3419/1664,3-4=-3530/1712, 4-5=-2587/1409,5-6=-946/916,6-9=-533/57 T CHORD 13-14=-807/782,12-13=-1609/2912,11-12=-1849/3758,10-11=-1703/3297, 9-10=-1246/1884 EBS 2-13=-2118/1451,2-12=-1102/1406,3-12=-1214/1157,3-11=-1097/1074,4-11=-964/1200, 4-10=-1464/1134,5-10=-1007/1564,5-9=-2068/1256,1-13=-1375/2222 TES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.11;Exp B;Enclosed; � 7:4°G {3��F r 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 t G exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ���'J " TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.100 L4 89200FE 9 Provide adequate drainage to prevent water ponding. C' This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *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. A Refer to girder(s)for truss to truss connections. 0 Bearing at joint(s)16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify -9 OREGON Ci1 Cr capacity of bearing surface. f; N.Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 7.0'7.1)- 142. 45 � truss9=7 6,16=972. ill has been designed for a moving concentrated load of 250.01b live and 250.01b dead located at all mid panels and at all JR I 1- This � panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 23-9-8 for 300.0 plf. EXPIRE -31- 1 9 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 11,2019 ntinued on nage 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-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 ow a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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 MEM Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type Oty Ply 21367-6S K5964813 67-6S A05-AD MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:49:47 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-2EwukkMSxhgQg7zz3gghy8zjD5Ht4rpzkhTPolzRpPY TES- ) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 0-2-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard IDead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:6-21=-72,6-7=-72,8-14=-18 Concentrated Loads(Ib) Vert:1=-82 ITrapezoidal Loads(plf) Vert:1=-123-to-21=-72 I •1 I I I I I I I I I I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. mgmgDesign valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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 ANSIITPIf Quality Criteria,DSB-89 and BCSI Building Component mem 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type Qty Ply 21367-6S K5964814 67-6S A06 MONO TRUSS 9 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:49:48 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-WQUHx4Mji?oHIHY9dXLwULWuYUempKg7zLCzKCzRpPX 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' 1 6x6 = 0.25 12 11 8 5x6 = 3x6 = 3x4 II 4x12 = 3x6 = 3x4 = 1 19 20 2 21 3 22 23 4 24 5 25 6 26 7 8 = wiz: 4 /NZ N N MO 00/ 17 27 16 28 29 14 30 13 31 12 32 11 33 0 9 15 10 3x6 3x4 = 3x4 3x8 = 5x6 = 3x4 = 3x4 = 4x8 = I I 2-11-8 14-11-8 5- 114 7-11-8 12-11-8 17-11-8 22-11-8 28-9-0 2-11-8 2-0-0 0-2-72 2-9-4 5-0-0 5-0-0 5-0-0 5-9-8 Iate Offsets(X,Y)-- [5:0-3-0,0-3-0],[13:0-3-0,0-3-4] ADING (psf25 0 SPACING- 2-0-0 CSL DEFL. in (loc) I/defl Ud PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.92 Vert(LL) -0.11 12-13 >999 360 MT20 220/195 IIDL 11.0 Lumber DOL 1.15 BC 0.94 Vert(CT) -0.30 12-13 >945 240 LL 0.0 Rep Stress Incr NO WB 0.75 Horz(CT) 0.04 10 n/a n/a DL 9.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.08 12 >999 240 Weight:135 lb FT=20% LUMBER- BRACING- P CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-4-13 oc purlins, T CHORD 2x4 DF No.1&Btr*Except* I except end verticals. 9-13:2x4 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 4-11-14 oc bracing. BS 2x4 DF Stud/Std*Except* 17-18:2x6 DF 1800F 2.1 E,7-10:2x4 DF No.1&Btr 11 ACTIONS. (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) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 1-17=-35/518,1-2=-337/979,2-3=-917/941,3-4=-2271/425,4-5=-2512/483, 5-6=-1809/338,7-10=-533/58 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 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; i 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} P��fifi exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate ,h grip 2)TCLL::ASCE D 77-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 ,_CJ ��Ot�� `7 /� IlProvide adequate drainage to prevent water ponding. ECr 94- This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200PE *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. �•/ . 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 100 lb uplift at joint(s)except(jt=lb) • �. 10=184,15=475. - OREGON t(/ This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all 1- „ti 2 \ i panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at .1.4bd. y 14, RP''0-2-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. '/1I'�7 R 1AD CASE(S) Standard ILA- EXPIRES: 1 - -201 9 ntinued on cane 2 April 11,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK 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 , MOM � �* a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall //{� building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 1Yr[Tek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/f Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,vA 22314. Corona,CA 92880 Truss Truss Type Qty Ply 21367-6S K5964814 I 1(67-6S A06 MONO TRUSS 9 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:49:49 2019 Page 2 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-_c2f9QNMTJw8wR7LAFs91 Z221u_?YnwGC?yWsezRpPW RAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:7-23=-72,7-8=-72,9-17=-18 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-126-to-23=-72 I I I I I 1 I I 1 I 1 I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIt-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property 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 {Y1 iTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type Qty Ply 21367-6S K5964815 t367-6S A06-AD MONO TRUSS 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 S Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:49:51 2019 Page 1 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-w?APa5Pc?wBs9lGklgvd6_8OnigTOduZfJ RdxXzRpPU F 5-2-4 10-5-8 I 15-5-8 20-5-8 25-5-8 I 28-9-0 III5-2-4 5-3-4 5-0-0 5-0-0 5-0-0 3-3-8 Scale:1/4"=1' 0.25 12 6x6 = 5x6 = 3x6 liz= 3x4 11 5x12 = 3x8 = 3x6 = 24 5 25 6 26 7 8 lim ni. 19 20 2 lmillm 21 3 22 23 4 �. _��_ —M irgliPir N 17 27 16 28 lea 29 14 30 13 31 12 32 11 33 ,0 9 15 3x6 3x4 = 3x6 4x8 = 5x6 = 3x4 = 3x6 = 6x6 = I 2-11-8 4-11-8 5-2 4 7-11-8 12-11-8 17-11-8 22-11-8 28-9-0 2-11-8 2-0-0 0-2-i2 2-9-4 5-0-0 5-0-0 5-0-0 5-9-8 Late Offsets(X,V)-- [5:0-3-0,0-3-0],[13:0-3-0,0-3-4] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.92 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 0.97 Horz(CT) 0.05 10 n/a n/a LL 0.0 * Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.11 12-13 >999 240 Weight:135 lb FT=20% DL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btrto TOP CHORD Structural wood sheathing directly applied or 2-4-13 oc purlins, T CHORD 2x4 DF No.1&Btr*Except* except end verticals. 9-13:2x4 DF 2400E 2.0E BOT CHORD Rigid ceiling directly applied or 4-0-1 oc bracing. EBS 2x4 DF Stud/Std*Except* 17-18:2x6 DF 1800F 2.1 E,7-10:2x4 DF No.1&Btr .ACTIONS. (lb/size) 10=1002/0-2-8,15=2016/0-5-8 Max Horz 15=241(LC 36) Max Uplift 10=-845(LC 39),15=-1312(LC 30) Max Gray 10=1358(LC 24),15=2364(LC 25) 11 RCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 1-17=-38/518,1-2=-1753/1914,2-3=-2043/1971,3-4=-2810/1700,4-5=-2858/1413, 5-6=-2126/1099,6-7=-944/914,7-10=-533/58 BOT CHORD 16-17=-877/844,15-16=-2126/1818,14-15=-2805/2626,13-14=-1796/2459, 12-13=-1505/2944,11-12=-1208/2597,10-11=-1069/1634 I EBS 6-10=-2034/1403,6-11=-1146/1547,5-11=-1447/1279,5-12=-1114/1245, 4-12=-1148/1233,4-13=-1493/1406,3-13=-1366/1703,3-14=-2228/1688, 2-15=-2246/1266,2-14=-1749/2544,1-16=-1171/228,2-16=-327/1140 IOTES- Wind: ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; �} PR OF6. ' 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 C exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate `.CO !,,,\- ,,,,,-..7 � h grip DOL=1.60 C? T !r TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 �/kc ' Provide adequate drainage to prevent water ponding. 89200PE t' illir This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0 *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 100 lb uplift at joint(s)except(jt=lb) y ,}_QI�EGd:011:.710,:" 10=845,15=1312. ✓� r7,�i 4 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 Y7 rpanel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ',This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist dragERR1�—loads along bottom chord from 0-0-0 to 28-9-0 for 300.0 plf. Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up atEXPIRES: 12-5 }190-2-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. April11,20 AD Cr{AS❑E�(S)�Standard ill) ntlflAlBN�HMtvra etrgrify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MA-7473 rev.10/03/2015 BEFORE USE. s t Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall !' , building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MjT®R* Iis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type Qty Ply 21367-6S K5964815 67-6S A06-AD MONO TRUSS 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 3 Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:49:51 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-w?APa5Pc?wBs9IGklgvd6_BOnigTOduZfJRdxXzRpPU LAD 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 V I a __ 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 Mita truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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° 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 ANSIITP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S 0 K5964816 67-6S B01 MONO TRUSS 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 62018 MiTek Industries,Inc. Thu Apr 1110:49:522019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-OBknnRPEmEJinurwsNOseBgZz60y15_iuzAATzzRpPT i I 3-6-8 I 8-6-8 13-6-8 18-6-8 23-6-8 29-0-0 3-6-8 5-0-0 5-0-0 5-0-0 5-0-0 5.5-8 Scale=1:51.0 I 4x6 = 0.25 12 4x6 = 1 5x8 = 8x12 = 5x8 = 3x4 = 3x4 = 4x6 = 5x8 = 25 6 26 T 1 1 19 2 20 3 21 4 22 23 24 5 16 w . N N IN O O 1 _ rrI ui. 18 . I14 27 13 28 12 29 11 30 10 31 9 32 8 8x8 = 4x6 = 3x4 = 5x8 M18SHS = 3x6 = 5x6 = 3x6 I I 6-0-8 11-0-8 16-0-8 21-0-8 26-0-8 29-0-0 6-0-8 5-0-0 5-0-0 5-0-0 5-0-0 2-11-8 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] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl LidPLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.96 Vert(LL) -0.23 11-12 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.86 Vert(CT) -0.43 11-12 >782 240 M18SHS 220/195 DL 11.0 Rep Stress lncr NO WB 0.92 Horz(CT) 0.04 18 n/a n/a CLL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.17 11-12 >999 240 Weight:147 lb FT=20% L,DL 9.0 LUMBER- BRACING- P 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 tETHERS 2x4 DF No.1&Btr ACTIONS. (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; 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 rg ) PROpC ,exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate Sz G 2)TCLL::ASCE D 77-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 ,,,N. j`Nrt� /� Provide adequate drainage to prevent water ponding.0 �/ n5� All plates are MT20 plates unless otherwise indicated. * L vP f This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,/ will fit between the bottom chord and any other members. itBearing 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. yi. it OREGON Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) f �,9 °�� 17=433, 9)Load case(s)18=467.2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32,33,34, Y 14, ...iii).- - �P 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 }�t`,�- u 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 11,2019 ntinued on Daae 2 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MEN REFERENCE PAGE M5-7473 rev.10/03/2015 BEFORE USE. 'mmt, Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IV I 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/1P/1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S K5964816 67-6S 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. Thu Apr 11 10:49:53 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-tOH9?nQsXXRZO2Q6P4x5BPDkjVMBUYEs7dwj?PzRpPS 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,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). AD 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 Trapezoidal Loads(plf) Vert:1=-83(F=-27)-to-22=-49(F=-27),23=49(F=-27)-to-7=-83(F-27) Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-53,22-23=30(F=8),7-16=-46,8-14=-11 Horz:1-14=16,1-15=53,1-2=-37,2-7=-31,7-8=29,7-16=46 Concentrated Loads(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) Vert:1=11 7=82 I 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 IUniform Loads(plf) Vert:1-15=-30,22-23=-64(F=-31),7-16=46,8-14=-18 Horz:1-14=-19,1-15=30,1-7=11,7-8=-26,7-16=46 Concentrated Loads(Ib) Vert:1=-63 7=82 ITrapezoidal Loads(plf) Vert:1=-103(F=-31)-to-22=-64(F=-31),23=64(F=-31)-to-7=-103(F=-31) Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=46,22-23=-64(F=-31),7-16=30,8-14=-18 Horz:1-14=26,1-15=-46,1-7=11,7-8=19,7-16=-30 I 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) 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) 11 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) 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 I 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 tinued on oaae 3 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. NM= , Design valid for use only with MiTek®connectors.This 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 ANSUTPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Oty Ply 21367-6S K5964816 367-6S 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. Thu Apr 11 10:49:53 2019 Page 3 I D:BRY3axW kgv6k2RkzwEhB9dzJVxF-tOH9?nQsXXRZO2Q6P4x5BPDkjVMBUYEs7dwj?PzRpPS 11 AD CASE(S) Standard Uniform Loads(plf) Vert:1-15=-43,22-23=-36(F=-39),7-16=-29,8-14=-18 Horz:1-14=25,1-15=43,1-7=-25,7-8=9,7-16=29 I Concentrated Loads(Ib) Vert:1=-81 7=82 Trapezoidal Loads(plf) Vert:1=-86(F=-39)-to-22=-36(F=-39),23=-36(F=-39)-to-7=-86(F=-39) 11) Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 I Uniform Loads(plf) Vert:1-15=29,22-23=-32(F=-20),7-16=43,8-14=-18 Horz:1-14=-9,1-15=-29,1-7=-10,7-8=-25,7-16=-43 Concentrated Loads(Ib) Vert:1=-41 7=82 1 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) I) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,22-23=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 I 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) ) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,22-23=-29(F=-33),7-16=-29,8-14=-18 Horz:1-14=23,1-15=-29,1-7=-25,7-8=7,7-16=29 Concentrated Loads(Ib) 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) 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 Pit.metal=0.90 I Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(lb) Vert:1=-36 7=82 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=40(F=-18),23=-40(F-18)-to-7=-63(F-18) 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 1111.1011 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE M11.7473 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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/T1.11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type Qty Ply 21367-6S K5964816 67-6S 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. Thu Apr 11 10:49:53 2019 Page 4 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-tOH9?nQsXXRZO2Q6P4x5BPDkjVMBUYEs7dwj?PzRpPS 13 AD 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 IUniform 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 I Trapezoidal Loads(plf) Vert:1=-135(F=-36)-to-22=-88(F=-36),23=-88(F=-36)-to-7=135(F-36) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=22,22-23=-86(F=-46),7-16=-22,8-14=-18 Horz:1-14=17,1-15=-22,1-7=-19,7-8=5,7-16=22 Concentrated Loads(Ib) Vert:1=-94 7=82 Trapezoidal Loads(plf) Vert:1=-145(F=-46)-to-22=-86(F=-46),23=-86(F=-46)-to-7=-145(F=-46) 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:1-15=22,22-23=-98(F=-46),7-16=-22,8-14=-18 Horz:1-14=-5,1-15=-22,1-7=-8,7-8=-17,7-16=22 Concentrated Loads(Ib) Vert:1=-94 7=82 Trapezoidal Loads(plf) Vert:1=-157(F=-46)-to-22=-98(F=-46),23=-98(F=-46)-to-7=-157(F-46) 23) Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:22-23=-98(F=-36),8-14=-18 I Concentrated Loads(Ib) Vert:1=-73 7=82 Trapezoidal Loads(plf) Vert:1=-143(F=-36)-to-22=-98(F=-36),23=-98(F=-36)-to-7=-143(F=-36) ft1st 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 i Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F=-18)-to-7=-63(F=-18) 2nd 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 19=-500 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F=-18)-to-7=-63(F=-18) I)3rd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 20=-500 Trapezoidal Loads(plf) IVert:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F=-18)-to-7=-63(F=-18) 4th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 I Concentrated Loads(Ib) Vert:1=-36 7=82 21=-500 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F=-18)-to-7=-63(F=-18) 28)5th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 I Concentrated Loads(Ib) Vert:1=-36 7=82 24=-500 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F=-18)-to-7=-63(F=-18) 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) tinued on oaae 5 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.10!03/2015 BEFORE USE. N1111 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall '` building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S K5964816 367-6S 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. Thu Apr 11 10:49:53 2019 Page 5 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-tOH9?nQsXXRZO2Q6P4x5BPDkjVMBUYEs7dwj?PzRpPS IAD 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 I Concentrated Loads(Ib) Vert:1=-36 7=82 26=-500 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F=-18)-to-7=-63(F=-18) 31)8th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 I 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) 9th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(Ib) Vert:1=-36 7=-418 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F=-18)-to-7—63(F=-18) 33) 10th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 2=-500 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=40(F=18)-to-7=-63(F=-18) 11th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 3=-500 IIITrapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=40(F=-18)-to-7=-63(F=18) 12th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 I Concentrated Loads(Ib) Vert:1=-36 7=82 4=-500 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F_18)-to-7=-63(F=-18) ) 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(lb) Vert:1=-36 7=82 5=-500 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=40(F=-18)-to-7=-63(F—18) 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) IVert: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 I 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) 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) 17th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 I Concentrated Loads(Ib) Vert:1=-36 7=82 28=-500 tinued on oaae 6 P A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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,OSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S K5964816 367-65 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. Thu Apr 11 10:49:53 2019 Page 6 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-tOH9?nQsXXRZO2Q6P4x5BPDkjVMBUYEs7dwj?PzRpPS OAD CASE(S) Standard Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F=18)-to-7=63(F=-18) 41) 18th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 29=-500 Trapezoidal Loads(plf) 12 Vert:1=-63(F=-18)-to-22=40(F=-18),23=40(F—18)-to-7=-63(F=-18) 19th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(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) 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(pit) 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 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) 6)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 ITrapezoidal Loads(plf) 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 I Concentrated Loads(Ib) Vert:1=-36 7=82 12=-500 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F=-18)-to-7=-63(F=-18) 48)25th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) IVert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(Ib) 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=1.25 119 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(lb) Vert:1=-36 7=82 10=-500 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F=-18)-to-7=-63(F=-18) 0)27th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 9=-500 Trapezoidal Loads(plf) Vert:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F=-18)-to-7=-63(F=-18) 1)28th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-40(F=-18),8-14=-18 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Mil Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 'Tek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI 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 21367-6S K5964816 367-6S 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. Thu Apr 11 10:49:53 2019 Page 7 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-tOH9?nQsXXRZ02Q6P4x5BPDkjVMBUYEs7dwj?PzRpPS AD CASE(S) Standard Concentrated Loads(Ib) Vert:1=-36 8=-500 7=82 Trapezoidal Loads(plf) IVeil:1=-63(F=-18)-to-22=-40(F=-18),23=-40(F=-18)-to-7=-63(F=-18) I I I I I $ I I 1 I I I I I MEM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. MI Design use only with k®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.validfor Before use,theMiTebuilding designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing �''reki" is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S K5964817 367-6S B01-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. Thu Apr 11 10:49:54 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-LarYC7RU I rZQOC?JzoSKkcIOTvIBD3t?LHfHXrzRpPR 3-6-8 8-6-8 13-6-8 18-6-8 23-6-8 29-0-0 3-6-8 5-0-0 5-0-0 5-0-0 5-0-0 5-5-8 Scale=1:51.1 I 4x6 = 0.25 liT 4x6 = 1 4x8 = 5x6 = 3x6 = 5x12 = 4x6 = 3x4 = 3x4 = 1 I 19 2 20 3 21 4 22 23 24 5 25 6 26 T yrz !�AILAL_ 16 N AILN 0 I 1' ALAilL _ KIS 14 27 13 28 12 29 11 30 10 31 9 32 8 33 I4x8 = 3x6 = 3x4 = 5x6 = 3x4 = 4x6 = 1.5x4 II I 6-0-8I 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],[7:0-4-0,0-3-0],[11:0-2-12,0-3-0) - ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.18 11-12 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.68 Vert(CT) -0.32 11-12 >999 240 DL 11.0 Rep Stress Incr NO WB 0.70 Horz(CT) 0.03 18 n/a n/a LL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.14 11-12 >999 240 Weight:293 lb FT=20% CDL 9.0 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 2.1E OTHERS 2x4 DF No.1&Btr IEACTIONS. (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) 11 RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P 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 IOTES- 2-ply truss to be connected together with 10d(0.131'x3")nails as follows: )0 P R afifiss Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-7-0 oc. y`` Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. �Cj GI N,� h /0` 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 �t<4 - 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 '�•. 4exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate L .• 4�t' "` grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 -f7 OREGON <1/ 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. r6 �Y 14 °Z� 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 t?j will fit between the bottom chord and any other members. r,r„P R I,,•1... Bearing at joint(s)17,18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4 EXPIRES: 12-31-2019 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 17=616,18=647. April 11,2019 tinued 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. MINIM Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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�r building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IYI i/ek4 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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S il K5964817 367-6S B01-G MONO TRUSS 2 2Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 8 Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:49:54 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-LarYC7RU IrZQ0C?JzoSKkcIOTvIBD3t?LHfHXrzRpPR 119 TES- ) Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32,33,34,35,36,37,38,39,40,41,42,43,44, 45,46,47,48,49,50,51 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 11)This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. I)Girder carries tie-in span(s):4-0-0 from 0-0-0 to 28-1-0 Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 0-2-12,and 82 lb up at 28-9-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 19 AD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:22-23=-132(F=-60),14-33=53(F=-35),8-33=-18 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 I 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(Ib) Vert:1=-55 7=82 Trapezoidal Loads(plf) Vert:1=-96(F=-40)-to-22=-62(F=-40),23=62(F=-40)-to-7=96(F=-40) Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-53,22-23=34(F=12),7-16=-46,14-33=-1(F=9),8-33=-11 Horz:1-14=16,1-15=53,1-2=-37,2-7=-31,7-8=29,7-16=46 I 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 I 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 IUniform Loads(plf) Vert:1-15=-30,22-23=-79(F=-46),7-16=-46,14-33=48(F=-30),8-33=-18 Horz:1-14=-19,1-15=30,1-7=11,7-8=-26,7-16=46 Concentrated Loads(Ib) Vert:1=-63 7=82 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 ilUniform 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) 0 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 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 on oaoe 3 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev.10/03/2075 BEFORE USE. Design valid for use only with MIA®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 property incorporate this design into the overall /� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component I...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 21367-6S K5964817 367-6S 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. Thu Apr 11 10:49:54 2019 Page 3 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-LarYC7RU IrZQOC?JzoSKkcIOTvlBD3t?LHfHXrzRpPR AD 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) 1)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 IUniform 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 I Trapezoidal Loads(plf) Vert:1-106(F=-59)-to-22=-56(F=-59),23=-56(F-59)-to-7=-106(F=-59) Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 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) I) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,22-23=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) 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) 11) Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,22-23=38(F=11),7-16=-29,14-33=-1(F=9),8-33=-11 Horz:1-14=12,1-15=-29,1-7=-36,7-8=17,7-16=29 Concentrated Loads(Ib) Vert:1=15 7=82 Trapezoidal Loads(plf) Vert:1=48(F=11)-to-22=38(F=11),23=38(F=11)-to-7=48(F=11) ) 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) 111 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 Concentrated Loads(Ib) Vert:1=-68 7=82 Trapezoidal Loads(plf) 17 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 Pit.metal=0.90 Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=49(F=-27),23=49(F=27)-to-7=-71(F-27) I)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 ntinited on nine 4 i +M A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE M11-7473 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 Mifek` is always required for stability and to prevent collapse 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 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S K5964817 367-6S B01-G MONO TRUSS 2 n L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 8 Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:49:54 2019 Page 4 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-LarYC7RU IrZQOC?JzoSKkcIOTvIBD3t?LHfHXrzRpPR IOAD 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 I 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 ITrapezoidal Loads(plf) Vert:1=-153(F=-54)-to-22=-106(F=-54),23=-106(F=-54)-to-7=-153(F=-54) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=22,22-23=-109(F=-69),7-16=-22,14-33=-59(F=-41),8-33=-18 11 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=-i09(F-69)-to-7=-168(F=-69) IIDead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=22,22-23=-121(F=-69),7-16=-22,14-33=-59(F=-41),8-33=-18 Horz:1-14=-5,1-15=-22,1-7=-8,7-8=-17,7-16=22 Concentrated Loads(Ib) IVert:1=-94 7=82 Trapezoidal Loads(plf) Vert:1=-179(F=-69)-to-22=-121(F=-69),23=-121(F=69)-to-7=-179(F=69) 23) Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) 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) ) 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) 45)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) )3rd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 ifUniform Loads(plf) Vert:22-23=-49(F=-27),14-33-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 20=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=49(F=-27),23=-49(F=-27)-to-7=-71(F=27) 4th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=15),8-33=-18 Concentrated Loads(Ib) IVert: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 IUniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 24=-500 Trapezoidal Loads(plf) 13 Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-49(F=-27)-to-7-71(F=-27) 6th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 j ter. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 5111-7473 rev.10/03/2015 BEFORE USE. ,moup Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Wek` is always required for stability and to prevent collapse with 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 b Truss Truss Type Qty Ply 21367-6S K5964817 367-6S B01-G MONO TRUSS 2 L n Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:49:54 2019 Page 5 I D:B RY3axW kgv6k2RkzwEh B9dzj VxF-LarYC7R U I rZQOC?JzoS KkcIOTV I B D3t?LHfHXrzRpP R OAD CASE(S) Standard Concentrated Loads(Ib) Vert:1=-36 7=82 25=-500 Trapezoidal Loads(plf) IDVert: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) it9th 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=-418 118 Trapezoidal Loads(plf) Vert:1=71(F=-27)-to-22=-49(F=-27),23=-49(F=-27)-to-7=-71(F=27) 10th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 2=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-49(F=-27)-to-7=-71(F=-27) 4) 11th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33.--33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 3=-500 Trapezoidal Loads(plf) itVert: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) 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(plf) IVert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 5=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-49(F=-27)-to-7=71(F=-27) 17 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 I 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) ) 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) Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-49(F=-27)-to-7=-71(F=-27) 17th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 ntinued on Daae 6 AI WARNING-Verrty design parameters and READ NOTES ON TNlS AND INCLUDED MITEK REFERENCE PAGE M!l-7473 rev.YO/03/20f 5 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �, a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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/TP/1 ua250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 2231Q4lity Criteria,DSB-89 and BCS/Building Component �� . Corona,CA 92880 Ib Truss Truss Type Qty Ply 21367-6S K5964817 367-6S B01-G MONO TRUSS 2 L n Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 S Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:49:54 2019 Page 6 I D:BRY3ax W kgv6k2 RkzwE h B9dzj VxF-LarYC7R U I rZQOC?JzoSKkcIOTvIBD3t?LHfHXrzRpPR OAD CASE(S) Standard Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 28=-500 Trapezoidal Loads(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) IIIVert: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) 1112) 19th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 30=-500 ItTrapezoidal 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 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(Ib) Vert:1=-36 7=82 32=-500 Trapezoidal Loads(plf) 15 Vert:1=-71(F=-27)-to-22=-49(F=-27),23=-49(F=-27)-to-7=-71(F=27) 22nd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib)I Vert:1=-36 14=-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 Uniform Loads(plf) Vert:22-23=-49(F=-27),14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) 0Vert: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) 8)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) 19)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 ITrapezoidal 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 IConcentrated 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 P moo 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 MITE** building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MITek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S G 0 K5964817 367-6S 801-G MONO TRUSS 2 n Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:49:54 2019 Page 7 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-LarYC7RU IrZQOC?JzoSKkcIOTvIBD3t?LHfHXrzRpPR OAD 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 IConcentrated 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 t WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mt1-7473 rev.70/03l2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not M�¢ a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �AA 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 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS!?PIf Quality 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. __ Criteria,DSB-89 and BCSI Building Component Corona,CA 92880 b Truss Truss Type Oty Ply 21367-6S K5964818 0367-6S B02 MONO TRUSS 25 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:49:55 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-pmPwPTS639hHeMaVXVzZGgl4GJ3gyVv9awPg4lzRpPQ 3-3-8 8-3-8 13-3-8 18-3-8 23-3-8 28-9-0 3-3-8 5-0-0 5-0-0 5-0-0 5-0-0 5-5-8 Scale=1:49.1 1 0.25 12 4x6 = 5x12 = 5x6 = 3x4 = 3x4 = 37 25= II 3x4 I 24 7 3x8 = 8 12 19 3 20 4 21 5 22 23 6 17 1011 it rDrrIN/r\ na N O(7 ,N r I=1r m/\/\ . 18 I� • =' 26 14 27 13 28 12 29 11 30 10 31 16 15 3x6 = 3x4 = 5x8 = 3x4 = 4x6 = 3x6 II 4x8 = I 5-9-8 10-9-8 15-9-8 20-9-8i 25-9-8 28-9-0 5-9-8 5-0-0 5-0-0 5-0-0 5-0-0 2-11-8 Ilate 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) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.95 Vert(LL) -0.16 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/TPI2014 Matrix-MS Wind(LL) 0.12 12-13 >999 240 Weight:141 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-2 oc purlins, OT CHORD 2x4 DF 2400F 2.0E except end verticals. EBS 2x4 DF Stud/Std`Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-15:2x4 DF No.i&Btr,17-18:2x6 DF 1800E 2.1 E OTHERS 2x4 DF No.1&Btr IEACTIONS. (lb/size) 15=1334/0-2-8,18=1543/0-5-8 Max Horz 15=127(LC 11) Max Uplift 15=-250(LC 8),18=-269(LC 12) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. O . P CHORD 2-15=-566/57,3-4=-2266/395,4-5=-3286/603,5-6=-3408/638,6-7=-2690/518, 7-8=-1052/231,9-18=-108/516,8-18=-1517/272 TCHORD 14-15=-320/1443,13-14=-511/2961,12-13=-619/3509,11-12=-572/3224, 10-11=-371/2086 E 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- IWind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; Opt. 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 a'`J P R vp. exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate .� Ss grip DOL=1.60 SCJe,AAGINEfi / 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 �✓O• -T 4. IProvide adequate drainage to prevent water ponding. +{„ This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200PE: *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ! Icapacity of bearing surface. Provide mechanical connection(by others)of truss to bearing plate at joint(s)15. OREGON �� Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 7j- \b` k 15=250,18=269. ' 44, 14 4,4 -�- 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 'V/ r 40'' Ipanel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. a„R R(�',. Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. AD CASE(S) Standard EXPIRES: 12-31-2019 April 11,2019 7:22fa 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,not1p a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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 igek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding theI fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI TPII Quality Criteria,OSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S 0 K5964818 367-6S B02 MONO TRUSS 25 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:49:55 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-pmPwPTS639hHeMaVXVzZGgl4GJ3gyVv9awPg4lzRppQ 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 ITrapezoidal Loads(plf) Vert:22=-72-to-8=-123 I 1 I I I I I I I I I I I I I �� A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mit-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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI TPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S K5964819 0367-6S B02-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. Thu Apr 11 10:50:00 2019 Page 1 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-9kDpTAW FthJak7STK3Zkzt?zhKlNdp5ukC6blVzRpPL 3-3-8 8-3-8 13-3-8 18-3-8 23-3-8 28-9-0 3-3-8 5-0-0 5-0-0 5-0-0 5-0-0 5-5-8 Scale=1:49.1 1 0.25 12 4x6 = 5x12 = 5x6 = 3x6 = 3x6 = 3x6 = 3x4 II 3x6 = 24 7 25 8 12 19 3 20 4 21 5 22 23 6 �= ,Wr., �, 17 CoN N -- - /1\1— . n 18• Ig .1 •• L._............ . . .... ....�.�:S.. s: :iI I•Art:•••__������ • .�...771.... ... � . .y. 1 -� 26 14 27 1!!!!!!!!llE!!!!!!!!!i!!!!!!�l�l�Sl�l�l�l�l�l�l�l�l�l�!4!!!�l�Alsl�l�l�l�l�l�!!!!!!!!!!!!�!�!!!�!!�!!!!!!!!: 16 15 3x4 —_ 3x6 = 3x6 = 3x4 = 3x4 11 6x6 —_ 13 28 12 29 11 30 10 31 9 5x6 = I 5-9-8 10-1-01 -9-� 15-9-8 20-9-8 25-9-8 28-3-8 28-9-0 5-9-8 4-3-8 0-8-8 5-0-0 5-0-0 5-0-0 2-6-0 015-8 19ffslate etjXY)-- [4:0-3-00-3-0I [8:0-6-0,0-3-0],[12:0-3-0,0-3-0] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.78 Vert(LL) -0.08 14-15 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.89 Vert(CT) -0.18 14-15 >705 240 CDL 11.0 Rep Stress Incr NO WB 0.52 Horz(CT) 0.01 9 n/a n/a CLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.01 14 >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 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. 2-15:2x4 DF No.1&Btr,17-18:2x6 DF 1800E 2.1 E OTHERS 2x4 DF No.1&Btr I EACTIONS. All bearings 18-2-8 except(jt=length)15=0-2-8,18=0-5-8. (Ib)- Max Horz 15=209(LC 36) Max Uplift All uplift 100 lb or less at joint(s)10 except 15=887(LC 30),12=-130(LC 30),9=-122(LC 82), 11=-175(LC 30),13=-259(LC 38),18=-919(LC 33) Max Gray All reactions 250 lb or less at joint(s)9 except 15=991(LC 51),12=690(LC 88),9=510(LC 91), 10=694(LC 90),11=763(LC 89),13=881(LC 79),18=996(LC 34) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-15=-563/62,2-3=-944/928,3-4=-1018/866,4-5=-848/910,5-6=-857/866, 6-7=-860/858,7-8=-852/835,8-18=-996/919 OT CHORD 14-15=-1127/1216,13-14=-901/942,12-13=-850/799,11-12=-868/862,10-11=-891/937, 0, 9-10=-731/756 EBS 8-10=-1131/1110,7-10=-1310/1234,7-11=-1411/1311,6-11=-1244/1210, 6-12=-1310/1261,5-12=-1171/1190,5-13=-1320/1261,4-13=-1385/1172, 4-14=-1062/1207,3-14=-1084/1161,3-15=-1443/1373 4OTES- -.(\ � D PR QF 1,s Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; N. ti�G I NEk• /r© 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 �j 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 $ {}{}PC TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.If..._ `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. -7 OREGON 41 Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 1- Ate` capacity of bearing surface. 14 2_® 4 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)15. `�iii p ' ' jti IProvide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10 except(jt=lb) tf7 R I�.`• 15=887,12=130,9=122,11=175,13=259,18=919. 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. 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 28-9-0 for 300.0 DIf. r{ppguer nt111Ale6VAHf1N/NL9 �rify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1 0/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 1YIiT8k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S K5964819 367-6S 0 B02-D MONO TRUSS 2 1 I Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:00 2019 Page 2 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-9kDpTAW FthJak7STK3Zkzt?zhKlNdp5ukC6blVzRpPL OTES- 1)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 28-6-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. IOAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-22=-72,9-16=-18 Concentrated Loads(Ib) IVert: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 -- AWARNtNG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE Mlt-7473 rev.10/03/2015 BEFORE USE. ���., Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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 ANS4TP/1 Quality Criteria,OSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S 0 K5964820 367-6S 602-GMS MONO TRUSS 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:02 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-66KZtsXVPIZI_RcrRTbC215RX8Y_SbYAB WbigOzRpPJ 3-3-8 5-9-8 8-3-8 13-3-8 18-3-8 23-3-8 28-9-0 3-3-8 2-6-0 2-6-0 5-0-0 5-0-0 5-0-0 5-5-8 Scale=1:48.9 1 0.25 12 4x6 = 8x10 = 7x6 = 5x8 = 26 8 27 9 I 12 20 3 21 4 22 5 23 6 24 25 7 .---- 18 rn El 0 N w r - - ..AL _ 19 , 16 28 15 29 14 30 13 31 12 32 11 33 10 17 = 7x6 = 3x6 = 4x6 = 8x8 I 5-9-8 10-9-8 15-9-8 20-9-8 25-9-8 28-9-0 5-9-8 5-0-0 5-0-0 5-0-0 5-0-0 2-11-8 10 late Offsets(X,Y)-- [5:0-3-0,0-4-8],[9:0-2-4,0-4-0],[13:0-3-0,0-4-8],[15:0-4-0,0-4-8] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) -0.12 13-14 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.43 Vert(CT) -0.21 13-14 >999 240 FDL 11.0 Rep Stress Incr NO WB 0.98 Horz(CT) 0.04 19 n/a n/a LL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.08 14 >999 240 Weight:367 lb FT=20% DL 9.0 LUMBER- BRACING- OP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, OT CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DF Stud/Std*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 I EACTIONS. (lb/size) 16=3740/0-2-8,19=2219/0-5-8 Max Horz 16=125(LC 5) Max Uplift 16=809(LC 5),19=-393(LC 8) Max Gray 16=3940(LC 15),19=2219(LC 1) 11 RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-16=-606/50,3-4=-8446/1808,4-5=-8440/1807,5-6=-7602/1431,6-7=-6392/1188, 7-8=-4434/841,8-9=-1600/334,10-19=-71/530,9-19=-2159/391 BOT CHORD 15-16=-1141/4919,14-15=-1737/8202,13-14=-1327/7144,12-13=-1010/5588, 11-12=-583/3224 IEBS 9-11=-402/2364,8-11=-2424/489,8-12=-273/1791,7-12=-1689/354,7-13=-244/1285, 6-13=-1205/330,6-14=-260/980,5-14=-799/319,5-15=-620/623,3-15=-1021/4863, 3-16=-6045/1292,4-15=601/119 IOTES- 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: C} { p� cs Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. t is Bottom chords connected as follows:2x6-2 rows staggered at 0-4-0 oc. ��Gjly /© 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 �/ 'Q ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. �92Q�"p,/,:..e.,,_„ S' Wind:ASCE 7-10;Vua ble en ph(3-second gust)Vas d right h;osed;e.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 .al -`" TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 0 Provide adequate drainage to prevent water ponding. 7, OREGON (�� All plates are 3x4 MT20 unless otherwise indicated. .4.- ',y N.b` k This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /.0 '91' 14 r 2° 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 4r 6 will fit between the bottom chord and any other members. c;f�R I, �. IBearing at joint(s)19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. EXPIRES: `L-$1-201 ) Provide mechanical connection(by others)of truss to bearing plate at joint(s)16. 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) April 11,2019 16=809,19=393. ntinked on page 2 � M WAR IN -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1311-7473f1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 !V I t iek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITP/i 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 t b Truss Truss Type Qty Ply 21367-6S G K5964820 367-6S B02-GMS MONO TRUSS 1 n Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:02 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-66KZtsXVPIZI_RcrRTbC215RX8Y_5bYABW bigOzRpPJ OTES- 2)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. 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 6-0-12,and 104 lb down and 27 lb up at I28-6-4 on top chord,and 633 lb down and 163 lb up at 6-0-12,and 2532 lb down and 653 lb up at 5-9-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 I Uniform Loads(plf) Vert:1-2=-72,2-24=-72,10-17=-18 Concentrated Loads(Ib) Vert:9=-82 15=-2500(F)4=-500(F) Trapezoidal Loads(plf) Vert:24=-72-to-9=-123 I I I I I I I I I I I I r ter. 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 1* a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �//� building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ifyl 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/rPl/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 b Truss Truss Type Qty Ply 21367-65 1(5964821 367-6S B02-HG MONO TRUSS 2 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:03 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-aJux5CY8Ach9bbB1?B6RbWdZDXsVg53KQALFMgzRpPI I 3-3-8 8-4-8 13-3-8 18-3-8 23-3-8 28-9-0 3-3-8 5-1-0 4-11-0 5-0-0 5-0-0 5-5-8 Scale=1:49.1 I0.25 12 4x6 = 5x12 = 5x12 = 3x4 = 3x4 = 3x4 = 3x4 II 4x8 = 25 7 26 8 12 20 3 21 4 22 5 23 24 6 18 N L' '','141k AA& AZAIL9\IPI Fs rAilL\AIL A� N r 1 ' Y r 19 10 u 0 16 27 15 28 14 29 13 30 12 31 11 32 10 33 17 9 4x6 = 3x12 I 3x4 = 7x6 = 3x4 = 3x6 = 3x4 II 4x6 = I 5-9-8 8-4-8 10-9-8 15-9-8 20-9-8 25-9-8 28-9-0 5-9-8 2-7-0 2-5-0 5-0-0 5-0-0 5-0-0 2-11-8 late Offsets(X,V)-- [4:0-4-0,0-3-0],[8:0-4-0,0-3-0],[12:0-3-0,0-4-8] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.16 12-13 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.54 Vert(CT) -0.30 12-13 >999 240 ICDL CLL 10 0 1.0 Rep Stress Incr NO WB 0.83 Horz(CT) 0.03 19 n/a n/a CDL 9.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.12 13 >999 240 Weight:328 lb FT=20% LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 4-7-11 oc purlins, I01 CHORD 2x6 DF 1800E 2.1E except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 18-19:2x6 DF 1800E 2.1E OTHERS 2x4 DF No.1&Btr IEACTIONS. (lb/size) 16=3249/0-2-8,19=2492/0-5-8 Max Horz 16=125(LC 7) Max Uplift 16=649(LC 5),19—444(LC 5) Max Gray 16=3319(LC 15),19=2492(LC 1) 10 ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-16=-573/50,3-4=-6981/1443,4-5=-8998/1812,5-6=-7082/1312,6-7=-4816/909, 7-8=-1707/350,9-19=-68/532,8-19=-2428/441 BOT CHORD 15-16=-925/4049,14-15=-2110/9619,13-14=-2134/9712,12-13=-1642/8107, 11-12=-1126/6113,10-11=-627/3468 I EBS 8-10=-447/2604,7-10=-2673/535,7-11=-347/2035,6-11=-1931/424,6-12=-332/1623, 5-12=-1563/424,5-13=-354/1330,3-15=-828/4112,3-16=-5059/1045,4-14=-779/3093, 4-13=-978/351,4-15=-3707/837 IMES- 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: co PR Op4- Top chords connected as follows:2x4-1 row at 0-7-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-3-0 oc. (-IN, G C 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 �t fir ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. �' '4‘119892°;°P."' �24Q� t' Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; . MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 0TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. f7 OREGON <jf� This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� 2j� �� This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 7 4 '}- will fit between the bottom chord and any other members. J�,q Bearing at joint(s)19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify O R(�1, capacity of bearing surface. Provide mechanical connection(by others)of truss to bearing plate at joint(s)16. E}1P RGrJ: - 1 � g 0) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 16=649,19=444. April 11,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S G K5964821 367-6S B02-HG MONO TRUSS 2 n _ Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:03 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-aJux5CY8Ach9bbB1?B6Rb WdZDXsVg53KQALFMgzRpPI IOTES- 1)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. 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)208 lb down and 54 lb up at 28-6-4 on top chord,and 3418 lb down Iand 881 lb up at 8-4-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. OAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) IVert:1-2=-72,2-23=-72,9-17=-18 Concentrated Loads(Ib) Vert:8=-164 14=-2700(F) Trapezoidal Loads(plf) Vert:23=-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 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S II K5964822 367-6S B02-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. Thu Apr 11 10:50:04 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-2VSKIYZmxwp?DImEZueg8jAjYxBxZV8Teg4puGzRpPH I 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=1:49.2 I0.25 12 4x6 = 8x10 = ' 3x4 5x8 = 7x6 = 3x4 = 3x4 = 3x8 = 12 19 3 20 4 21 5 22 23 6 24 7 25 8 IOW ' A N ,M e N c O c ... .:. �� Ir - 18 Io r 0 26 14 27 13 28 12 29 11 30 10 31 16 15 9 4x6 = 3x4 = 7x6 = 3x6 = 4x6 = 3x8 I 4x6 = I 5-9-8 10-9-8 15-9-8 20-9-8 25-9-8 28-9-0 5-9-8 5-0-0 5-0-0 5-0-0 5-0-0 2-11-8 late Offsets(X,V)-- [4:0-3-0,0-4-8],[8:0-2-0,0-4-0],[12:0-3-0,0-4-8] TOADING (psf25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.53 Vert(LL) -0.16 12-13 >999 360 MT20 220/195 CDL 11.0 Lumber DOL 1.15 BC 0.59 Vert(CT) -0.28 12-13 >999 240 CLL 0.0 Rep Stress Incr NO WB 0.97 Horz(CT) 0.05 18 n/a n/a CDL 9,0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.11 12-13 >999 240 Weight:181 lb FT=20 LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 4-6-12 oc purlins, OT CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DF Stud/Std*Except* SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 17-18:2x6 DF 1800E 2.1E OTHERS 2x4 DF No.i&Btr IEACTIONS. (lb/size) 15=2131/0-2-8,18=1828/0-5-8 Max Horz 15=125(LC 9) Max Uplift 15=-396(LC 8),18—321(LC 12) 0 ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-15=-559/49,3-4=-4053/722,4-5=-4902/901,5-6=-4545/849,6-7=-3380/647, 7-8=-1273/274,9-18=-74/526,8-18=-1777/321 OT CHORD 14-15=-505/2614,13-14=-858/4834,12-13 871/4861,11-12=-746/4152, 10-11=458/2541 I EBS 8-10=-310/1865,7-10=-1894/392,7-11=-172/1240,6-11=-1133/252,6-12=-51/700, 5-12=-520/129,5-13=-288/353,4-13=-201/478,4-14=-1103/268,3-14=-303/1956, 3-15=-3254/642 NOTES- 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 3-3-8,Interior(1)3-3-8 to 28-1-12 zone;cantilever left and right �� rt �D PR®fifi exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate 6- 2)Trip CLLL::OASCE 77-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 `7 ©r Provide adequate drainage to prevent water ponding. LCI Q -y' This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.III �' 892OQPE *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. s,,.- 6)Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ! Icapacity of bearing surface. Provide mechanical connection(by others)of truss to bearing plate at joint(s)15. OREGON toProvide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 1. -7 N A, 15=396,18=321. /b '1r)' 7 4 24 -}- 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 ,rl iC ' j3j�' panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. �/6:f , Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. t)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)633 lb down and 163 lb up at Rik - EXPIRES: 2- 1 -2019 6-0-12,and 104 lb down and 27 lb up at 28-6-4 on top chord,and 633 lb down and 163 lb up at 6-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. April 11,2019 In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �� ntll'161e�,� ye�rify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. MDesign valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 1��4 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 jb Truss Truss Type Qty Ply 21367-6S K5964822 367-6S B02-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. Thu Apr 11 10:50:04 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-2VSKIYZmxwp?DlmEZueg8jAjYxBxZV8Teg4puGzRpPH ItAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-22=-72,9-16=-18 I Concentrated Loads(Ib) Vert:8=-82 14=-500(F)20=-500(F) Trapezoidal Loads(plf) Vert:22=-72-to-8=-123 I I I I I 1 I I I I I I I I I WARNtNG-Verify design parameters and READ NOTES ON TRtS AND INCLUDED MITEK REFERENCE PAGE Mtt-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 MtTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?PI7 Quality Criteria,OSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314 �� . Corona,CA 92880 I b Truss Truss Type Qty Ply 21367-6S K5964823 367-6S 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. Thu Apr 11 10:49:56 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-HyzldpSlciSp8GW9h5DUop1 rGLjNZhOjIpaBOckzRpPP I 4-9-8 9-9-8 14-9-8 20-3-0 4-9-8 5-0-0 5-0-0 5-5-8 Scale=1:34.2 I 0.25 12 4x6 = 5x12 = 3x4 = 3x4 = 3x4 = 6 : j:1 23x8 = 16 17 3 18 19 4 20 5 21 14 \1 I ° IN Ot7 W N NI c C 15 d PLI I2 M i I,L 22 11 23 10 24 9 25 8 26 7 In 1312 3x4 = 3x4 = 3x4 = 3x6 = 3x4 = 3x6 III 2-3-8 7-3-8 12-3-8 17-3-820-3-0 2-3-8 5-0-0 5-0-0 5-0-0 2-11-8 late Offsets(X,Y)-- [6:0-6-0,0-3-0] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL) -0.08 9-10 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.94 Vert(CT) -0.20 9-10 >999 240 CDL 11.0 Rep Stress Incr NO WB 0.49 Horz(CT) 0.02 15 n/a n/a CLL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.03 9-10 >999 240 Weight:104 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-5-15 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, Except: 14-15:2x6 DF 1800E 2.1E 6-0-0 oc bracing:11-12. OTHERS 2x4 DF No.i&Btr I EACTIONS. (lb/size) 12=976/Mechanical,15=1218/0-5-8 Max Horz 12=127(LC 9) Max Uplift 12=-i87(LC 8),15=-206(LC 12) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. illOP CHORD 2-12=-948/185,2-3=-680/98,3-4=-1597/288,4-5=-1650/318,5-6=-731/169, 7-15=-112/514,6-15=-1197/210 OT CHORD 10-11=-290/1287,9-10=-325/1804,8-9=-248/1412 WEBS 6-8=-165/1153,5-8=-1057/233,5-9=-21/622,4-9=-419/156,4-10=-428/155, 3-10=-45/645,3-11=-974/242,2-11=-157/1113 ROTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 19-7-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 t�f0�} P QF TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 .\<,�` {r, Provide adequate drainage to prevent water ponding. �Gj ��Gt�� .� © 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. N. )*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide0 >�� 89244 P E 9f` will fit between the bottom chord and any other members. Refer to girder(s)for truss to truss connections. / Bearing at joint(s)15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. r ' )Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 12=187,15=206. ; ,f"OREGON CC I)This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all L '4.'1),:.°9740. «��� 0\ A% panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. © 14, Z �,-, 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 1�q �j 1) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at0 R�,�. 20-2-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. OADCASE(s) Standard EXPIRES; 12-31-2019 April 11,2019 ntimted cm nane 2 1rb A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek 250 Klug Circle is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?PI1 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type Qty Ply 21367-6S K5964823 67-6S 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. Thu Apr 11 10:49:56 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-HyzldpSlgSp8GW9h5DUop1 rGLjNZhOjIpa8OckzRpPP IAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-18=-72,7-13=-18 I Concentrated Loads(Pb) Vert:6=-82 Trapezoidal Loads(plf) Vert:18=-72-to-6=-123 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 MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. g 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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi ire 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 b Truss Truss Type Qty Ply 21367-6S 0 K5964824 367-6S 8026 MONO TRUSS 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:49:57 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-19Xgg9TNamx?tgkuewoiLFNR_7i4QSrR1Eux8AzRpPO I2-5-0 7-5-0 12-5-0 17-5-0 22-10-8 2-5-0 5-0-0 5-0-0 5-0-0 5-5-8 Scale=1:38.8 0.25 12 4x6 = 5x12 = I 3x4 II 5x6 = 3xri ±= 3x4 = 3x4 = 1 2 17 3 18 19 4 20 21 5 22 6 23 '/ 15 I — N I Wl.r \ I ° I O0+) CIO N r c O e 16 o 13 3x8 = 24 12 ® . 13 3x4 = 5x6 =25 11 26 10 3x4 = 27 9 3x6 = 28 8 14 3x6 II i4- 4-11-0 9-11-0 14-11-0l 19-11-0 22-10-8 4-11-0 5-0-0 5-0-0 5-0-0 2-11-8 late Offsets(X,Y)-- [3:0-3-0,0-3-4],[7:0-6-0,0-3-0],[11:0-3-0,0-3-4] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL) -0.08 10-11 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.99 Vert(CT) -0.23 10-11 >999 240 CDL 11.0 Rep Stress Incr NO WB 0.56 Horz(CT) 0.03 16 n/a n/a CLL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.05 11 >999 240 Weight:116 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-0-3 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. 15-16:2x6 DF 1800E 2.1E OTHERS 2x4 DF No.1&Btr I EACTIONS. (lb/size) 13=1084/Mechanical,16=1346/0-5-8 Max Horz 13=127(LC 9) Max Uplift 13=-206(LC 8),16=-231(LC 12) 0 ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-13=-569/117,3-4=-1463/250,4-5=-2165/400,5-6=-1976/381,6-7=-832/189, 8-16=-111/514,7-16=-1323/234 OT CHORD 12-13=-241/825,11-12-368/1989,10-11-387/2248,9-10=-283/1624 WEBS 7-9=-196/1261,6-9=-1228/266,6-10=-41/732,5-10=-539/116,5-11=-302/292, NOTES- 4-11=-93/499,4-12=-781/206,3-12=-130/964,3-13=-1277/280 Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 22-3-4 zone;cantilever left and right 11 exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip 7 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 � ��� R�'���'�, Provide adequate drainage to prevent water ponding. �� t��t NEAR > 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. NT 7/ 0)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide fi'f will fit between the bottom chord and any other members. 89200PE Refer to girder(s)for truss to truss connections. Bearing at joint(s)16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify /' capacity of bearing surface. ++ ' )Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) I 13=206,16=231. '7 ,f_OREGON 4(/ )This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all -, ON —, panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 14 �- I� 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. `YI ' ' 3 1) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at0 •s +1 R t 22-7-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. OAD CASE(S) Standard EXPIRES: 12-31-2019 April 11,2019 •A WARNING-Verify 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,notMil a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. Iis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S 0 K5964824 367-65 BO2B MONO TRUSS 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:49:58 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-DL522VU?L43sVgJ4CeXGuSwckW1J9v5bGudUhdzRpPN OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-20=-72,8-14=-18 IConcentrated Loads(Ib) Vert:7=-82 Trapezoidal Loads(plf) Vert:20=-72-to-7=-123 I I I I I I I I I I I 1 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing la' ��"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 ANSIITP/f Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type Qty Ply 21367-6S K5964825 1367-6S B03 MONO TRUSS 19 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:06 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-_ua4jEa0TX4jS2wcgJg8D8FyUIpFlTem68Zwz9zRpPF 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 1 0.2512 4x6 = 5x12 = I 3x4 5x6 = 3x4 = 3x4 = 3x6 = 3x8 = 24 7 25 8 12 19 3 20 4 21 5 22 23 6 !\ - 17 i 1/ - p144L1.7 N CC . C N O C 1 16 15 26 14 27 13 28 12 29 11 30 10 31 3x6 = 3x4 = 5x8 = 3x4 = 4x6 = 3x6 II 4x8 = I 5-9-8 10-9-8 15-9-8 20-9-8 25-9-8 28-9-0 5-9-8 5-0-0 5-0-0 5-0-0 5-0-0 2-11-8 19ffslate etX,Y)-- [4:0-3-0,0-3-0],[8:0-4-0.0-3-0],[12:0-4-0.0-3-0] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft 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 CDL 11.0 Rep Stress lncr NO WB 0.71 Horz(CT) 0.05 18 n/a n/a CLL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.12 12-13 >999 240 Weight:141 lb FT=20% 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.t&Btr,17-18:2x6 DF 1800E 2.1 E OTHERS 2x4 DF No.1&Btr I EACTIONS. (lb/size) 15=1334/Mechanical,18=1625/0-5-8 Max Horz 15=127(LC 11) Max Uplift 15=-250(LC 8),18=-284(LC 12) 00 ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-15=-566/57,3-4=-2266/395,4-5=-3286/603,5-6=-3408/638,6-7=-2690/518, 7-8=-1052/231,9-18=-108/516,8-18=-1598/287 OT CHORD 14-15=-320/1443,13-14=-511/2961,12-13=-619/3509,11-12=-572/3224, 10-11=-371/2086 IEBS 8-10=-264/1615,7-10=-1599/337,7-11=-115/964,6-11=-810/191,6-12=-67/562, 5-12=-382/241,5-13=-458/176,4-13=-47/641,4-14=-1008/247,3-14=-163/1159, 3-15=-1834/384 NOTES- IWind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-3-8,Interior(1)3-3-8 to 28-1-12 zone;cantilever left and right �>��} PR Of exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate S, i ,S` grip DOL=1.60 SCO GINE-k, /© 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 „>J. 1)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. cc' 89200PE *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide , ,717. will fit between the bottom chord and any other members. { •.,. 6)Refer to girder(s)for truss to truss connections. r )Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify I capacity of bearing surface. OREGON (� )Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=1b) C:1 CC tx y ./ N. A- 15=250, 15=250,18=284. /Q }- 1 24 }- 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 R..r panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. C R 10' 0) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 1) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 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 RI9A�i5�- a ntlflple� eri(y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not t a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' mi is always required for stability and to prevent collapse with 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 ilbTruss Truss Type (Hy Ply 21367-6S K5964825 367-6S B03 MONO TRUSS 19 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:06 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-_ua4jEa0TX4jS2wcgJg8D8FyUIpFlTem68Zwz9zRpPF IAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-22=-72,9-16=-18 I Concentrated Loads(Ib) Vert:8=-82 Trapezoidal Loads(plf) Vert:22=-72-to-8=-123 I I I I I I I I I I I I I I : I rr. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. mi" Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 I b367-6S Truss B03-D Truss Type MONO TRUSS Qty Ply 21367-6S 5 1 K5964826 I Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:08 2019 Page 1 I D:B RY3ax W kgv6k2R kzwEh B9dzj VxF-wG ig8wcG?8KR i M4?okic IZLK9YTxV RS3ZS2012z RpPD 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 I0.25 112 4x6 = 5x12 = 5x6 = 3x4 = 3x6 = 3x6 = 3x4 II 3x6 = 23 7 24 8 12 18 3 19 4 20 5 21 22 6 0' r c N O M C rx IP. .. .. lir = t7 Io e: r• 'Oi'i'i'i'i'Oi'i'i'i'i'i'i'i'i'i'i'i'i'iiiiii'iiii'i'iiiiiiiiiiiii'i'iiii'ii'i'iii''i'i'iiiii'iiiii'ii•ii6- i0iiii'i•iiiiiii'i 6x6 = 3x4 = 3x4 = 3x6 = 3x4 = 3x4 II I 15 25 14 26 13 27 12 28 11 29 10 30 9 5x6 = 1 5-9-8 10-9-8 15-9-8 20-9-8 25-9-8 1 28-9-0 5-9-8 5-0-0 5 0-0 5-0-0 5-0-0 2-11-8 ate Offsets(X,Y)-- [4:0-3-0,0-3-0],[8:0-6-0,0-3-0],[12:0-3-0,0-3-0] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL25.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.09 14-15 >740 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.91 Vert(CT) -0.20 14-15 >339 240 DL 11.0 Rep Stress Incr NO WB 0.50 Horz(CT) -0.02 9 n/a n/a LL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) -0.00 14-15 >999 240 Weight:141 lb FT=20% DL 9.0 LUMBER- BRACING- - P CHORD 2x4 DF No.1&Btr E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, T CHORD 2x4 DF No.1&Btr except end verticals. BS 2x4 DF Stud/Std'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 16-17:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr IACTIONS. 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), I 14=-192(LC 30),17—919(LC 33) Max Gray All reactions 250 lb or less at joint(s)except 15=943(LC 64),1=501(LC 62),12=714(LC 88),9=510(LC 91),10=695(LC 90),11=768(LC 89),13=699(LC 87),14=725(LC 86),17=996(LC 34) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.tP CHORD 2-15=-780/311,2-3=-1029/973,3-4=-855/836,4-5=-850/838,5-6=-860/852, 6-7=-861/855,7-8=-852/835,8-17=996/919 OT CHORD 14-15=-957/974,13-14=-839/835,12-13=-865/855,11-12=-875/880,10-11=-892/941, 9-10=-731/756 IEBS 8-10=-1129/1109,7-10=-1312/1234,7-11=-1407/1309,6-11=-1252/1209, 6-12=-1294/1253,5-12=-1206/1188,5-13=-1247/1227,4-13=-1205/1195, Q0Q PR ore,. 4-14=-1258/1230,3-14=-1133/1157,3-15=-1280/1280 A\�� 0 �� ��GtNE, 9 /� NOTES- C� IWind:ASCE 7-10;Vuit=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; t{1 F' 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 89200PE { exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,11911 . ... 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 A. IProvide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. OREGON 4, 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 4- At 1k� will fit between the bottom chord and any other members. /0 1'i""• 1 4 r `2.4 Pr 6)Bearing at joint(s)17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify `. 3 Icapacity of bearing surface. R R 11 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 250.01b 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. April 11,2019 ntinued on Daae 2 I! A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 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 mita truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall imm �A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IYI iTek' Iis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS4fPIl Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Sale 312,Alexandria,VA 22314. Corona,CA 92880 Truss B03-D Truss Type MONO TRUSS Qty 5 Ply 1 21367-6S Job Reference(optional) K5964826 367-6S Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:08 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-wGig8wcG?8KRiM4?okicIZLK9YTxVRS3ZS2012zRpPD OTES- This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 28-9-0 for 300.0 plf. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 28-6-4 on top chord. The 10 design/selection of such connection device(s)is the responsibility of others. AD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) IVert:1-2=-72,2-21=-72,9-15=-18 Concentrated Loads(Ib) Vert:8=-82 Trapezoidal Loads(plf) Vert:21=-72-to-8=-123 I a I I I I I I 1 I I I A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 lek° 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?PII Quality Criteria,OSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type Qty Ply 21367-6S K5964827 67-6St B04 MONO TRUSS 43 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:09 2019 Page 1 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-PTFDLFdumSSIJ WeBLRDrrntUkycIPEsGCo6oaZUzRpPC I3-3-8 8-3-8l 13-3-8 18-3-8 23-9-8 3-3-8 5-0-0 5-0-0 5-0-0 5-6-0 Scale=1:40.4 I0.25 12 4x6 = 5x12 = 5x6 = 3x4 = 3x4 = 1 3x4 II 3x6 = 21 6 22 7 1 2 17 3 18 4 19 20 5 15 m OCV CAN c C7 C II! irli \6111IFF/ 4\. AlilliL ISI C �\ 16 0 r v r y �/ 23 12 24 11 25 10 26 9 27 8 14 13 3x12 = 3x4 = 3x4 = 5x6 = 4x4 — 3x6 11I 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 1te Offsets(X,Y)-- [4:0-3-0,0-3-0],[7:0-4-0,0-3-0],[10:0-3-0,0-3-4] a ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL) -0.09 11 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.89 Vert(CT) -0.24 10-11 >999 240 DL 11.0 Rep Stress Incr NO WB 0.59 Horz(CT) 0.03 16 n/a n/a LL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.06 11 >999 240 Weight:118 lb FT=20% DL 9.0 LUMBER- BRACING- P CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins, T CHORD 2x4 DF No.1&Btr*Except* except end verticals. 10-14:2x4 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. EBS 2x4 DF Stud/Std*Except* 2-13:2x4 DF No.1&Btr,15-16:2x6 DF 1800F 2.1 E HERS 2x4 DF No.1&Btr _ACTIONS. (lb/size) 13=1123/0-2-8,16=1390/0-5-8 Max Horz 13=128(LC 11) Max Uplift 13=-213(LC 8),16=-239(LC 12) 11 RCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-13=-565/58,3-4=-1813/316,4-5=-2450/457,5-6=-2173/421,6-7=-911/207, 8-16=-106/515,7-16=-1366/243 BOT CHORD 12-13=-288/1189,11-12=-407/2312,10-11=-435/2495,9-10=-312/1770 IEBS3-13=1508/327,3-12—114/939,4-12=-728/199,4-11=145/461,5-11=-267/341, 5-10=-586/130,6-10=-52/778,6-9=-1303/281,7-9=-211/1341 OTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-3-8,Interior(1)3-3-8 to 23-2-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate Rf�ti (� grip DOL=1.60 - TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 ,, . Gl N h /© 3)Provide adequate drainage to prevent water ponding. c 7j 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.0 ,,� 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. - l„„ Provide mechanical connection(by others)of truss to bearing plate at joint(s)13.0 j� Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) yOREGONto le 13=213,16=239. w p` This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all ':;) ..1).- 14 20 'T Ipanel 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. ] }� L\- 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 12-31-2019_ 0 LOAD CASE(S) Standard April 11,2019 AWARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MM-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notMI a truss system.Before use,the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the i fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S K5964827 0367-6S B04 MONO TRUSS 43 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:10 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-tfpbZbdXWma9xgDOv914N_QfTMAezJWM1 mX76wzRpPB OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-19=-72,8-14=-18 IConcentrated Loads(Ib) Vert:7=-82 Trapezoidal Loads(plf) Vert:19=-72-to-7=-123 I I I I I I I I I I I I I • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Iis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?P/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 b Truss Truss Type Qty Ply 21367-6S 0K5964828 367-6S B04-AD MONO TRUSS 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 8 Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:12 2019 Page 1 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-p1 xL_Hfn2NgtAzNm 1 anYSPV?zAr6RB4fU40EApzRpP9 3-3-8 8-3-8I 13-3-8 18-3-8 23-9-8 3-3-8 5-0-0 5-0-0 5-0-0 5-6-0 Scale=1:40.4 1 0.25 12 4x6 = 5x12 = 1 5x6 = 3x4 = 3x6 = - 3x4 22 7 4x6 = 1 2 17 3 18 4 19 20 5 21 6 15 L_ Niiih, . In KIK m Io ''''':cc N OI N c C1 r I ° I O an =_ ® 1 16 14 13 23 12 24 11 25 10 26 9 27 3x8 = 3x6 = 5x6 = 4x6 = 3x6 6x6 = I 5-9-8 10-9-8I 15-9-8 20-9-8 23-9-8 5-9-8 5-0-0 5-0-0 5-0-0 3-0-0 Late Offsets(X,Y)-- [4:0-3-0,0-3-0],[7:0-4-0,0-3-0],[10:0-3-0,0-3-4] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL) -0.09 11 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.89 Vert(CT) -0.24 10-11 >999 240 DL 11.0 Rep Stress Incr NO WB 0.72 Horz(CT) 0.03 16 n/a n/a CLL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.08 11 >999 240 Weight:118 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins, 'OT CHORD 2x4 DF No.1&Btr*Except' except end verticals. 10-14:2x4 DF 2400E 2.0E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. EBS 2x4 DF Stud/Std'Except' 2-13:2x4 DF No.1&Btr,15-16:2x6 DF 1800F 2.1E 1EACTIONS. THERS 2x4 DF No.1&Btr (lb/size) 13=1123/Mechanical,16=1390/0-5-8 Max Horz 13=209(LC 36) Max Uplift 13=-1087(LC 30),16=-970(LC 39) Max Gray 13=1623(LC 25),16=1767(LC 60) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 110 OP CHORD 2-13=-565/58,2-3=-948/929,3-4=-2301/1297,4-5=-2905/1513,5-6=-2630/1430, 6-7=-1429/1064,8-16=-106/515,7-16=-1743/969 OT CHORD 12-13=-1343/1811,11-12=-1441/2764,10-11=-1481/2930,9-10=-1259/2231, 8-9=-745/777 'EBS 3-13=-2308/1681,3-12=-1292/1720,4-12=-1553/1359,4-11=-1113/1262, 5-11=-1119/1160,5-10=-1304/1181,6-10=-1087/1409,6-9=-1859/1275,7-9=-1165/1876 'OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.It;Exp B;Enclosed; c cp PR Q MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-3-8,Interior(1)3-3-8 to 23-2-4 zone;cantilever left and right .� ,' �st� exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate Gj �,�St N ' /© grip DOL=1.60i 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. 4t' 89200PE 9s' This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Refer to girder(s)for truss to truss connections. IBearing at joint(s)16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify OREGON �� capacity of bearing surface. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) <® 4/- 14 ny© '�- 13=1087,16=970. 1�C ' �� IThis truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all 'c;fI R 4�,,,�.. panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist EXPIRES: 12-31-2019 drag loads along bottom chord from 0-0-0 to 23-9-8 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 ntirnier nn nanP 2 0 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' 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 TPIf Quality Criteria,OSB-89 and BCS/Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S K5964828 03 B04-AD MONO TRUSS 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:12 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-p 1 xL_Hfn2NgtAzNm1 anYSPV?zAr6RB4fU40EApzRpP9 OTES- Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 23-6-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-19=-72,8-14=-18 Concentrated Loads(Ib) Vert:7=-82 I Trapezoidal Loads(plf) Vert:19=-72-to-7=-123 I I I I I I I I I I I I IA r.MO WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. imitDesign valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MITE** is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S K5964829 0367-6S 604-GMS MONO TRUSS 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:14 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-IQ36Pzgla_4bQHX98?p1 YgaUdzfev38xyOVLFhzRpP7 i 3-3-8 5-9-8 I 8-3-8 13-3-8 18-3-8 23-9-8 3-3-8 2-6-0 2-6-0 5-0-0 5-0-0 5-6-0 Scale=1:40.5 1 0.25 12 4x6 = 8x10 = 7x6 = 3x4 = 3x4 = 3x4 II 4x8 = 3x4 II23 7 24 19 4 20 5 0 21 22 6 16 1 2 18 3 �— n WPM = vIrrm O N . X ../ - a,N t Cl u r 0I LL 1 ° 14 25 13 26 12 27 11 28 10 29 15 3x4 = 7x6 = 3x6 = 4x6 = 8x8 = 3x4 II I 5-9-8 10-9-8 15-9-8 20-9-8 23-9-8 5-9-8 5-0-0 5-0-0 5-0-0 3-0-0 tate Offsets(X,Y)-- [5:0-3-0,04-8],[8:0-2-4,0-4-0],[11:0-3-0,04-8],[13:0-4-0,0-4-8] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ld PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.08 12-13 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.38 Vert(CT) -0.14 12-13 >999 240 DL 11.0 Rep Stress lncr NO WB 0.87 Horz(CT) 0.03 17 n/a n/a LL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.06 12-13 >999 240 Weight:306 lb FT=20% CDL 9.0 LUMBER- BRACING- P CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, T CHORD 2x6 DF 1800F 2.1E tE except end verticals. BS 2x4 DF Stud/Std`Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 16-17:2x6 DF 1800E 2.1E OTHERS 2x4 DF No.1&Btr IEACTIONS. (lb/size) 14=3400/0-2-8,17=2112/0-5-8 Max Horz 14=126(LC 7) Max Uplift 14=-767(LC 5),17=-392(LC 5) Max Gray 14=3647(LC 15),17=2112(LC 1) 11 RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-14=-602/49,3-4=-7775/1710,4-5=7769/1710,5-6=-6372/1252,6-7=-4323/819, 7-8=-1594/335,9-17=-69/529,8-17=-2056/389 BOT CHORD 13-14=-1088/4550,12-13=-1600/7255,11-12=-1110/5458,10-11=-603/3176 EBS 3-14=-5580/1224,3-13=-962/4456,5-13=-362/827,5-12=-1185/376,6-12=-315/1352, 6-11=-1669/409,7-11=-320/1752,7-10=-2313/468,8-10=-384/2278,4-13=-598/118 *OTES- 2-ply truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. �n P R Bottom chords connected as follows:2x6-2 rows staggered at 0-4-0 oc. V Webs connected as follows:2x4-1 row at 0-9-0 oc.4 c` t N ' 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 lGj ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. C� �j 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 ✓ OOPE MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 5)Provide adequate drainage to prevent water ponding. ,r illP • - 0 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q ( - *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide OREGON will fit between the bottom chord and any other members. Bearing at joint(s)17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ���� 4` 1 s '4 'r capacity of bearing surface. ' Lf Provide mechanical connection(by others)of truss to bearing plate at joint(s)14. R ) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 14=767,17=392. EXPIRES: 12-31-2019 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 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. April 11,2019 Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. minima on page[ MIMI I,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/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 21367-6S K5964829 67-6S B04-GMS 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. Thu Apr 11 10:50:14 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-IQ36Pzgla_4bQHX98?p1 YgaUdzfev38xyOVLFhzRpP7 11 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 6-0-12,and 104 lb down and 27 lb up at 23-6-12 on top chord,and 633 lb down and 163 lb up at 6-0-12,and 2532 lb down and 653 lb up at 5-9-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 1113 AD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-21=-72,9-15=-18 Concentrated Loads(lb) IVert:8=-82 13=-2500(F)4=-500(F) Trapezoidal Loads(plf) Vert:21=-72-to-8=-123 I I I I I I I 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. NitDesign valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 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 21367-6S K5964830 367-65 B04-MS MONO TRUSS 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 S Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:15 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-DcdUcJhfLICS1R6LiiKG427b?NyReX25A2Fun8zRpP6 I3-3-8 8-3-8 13-3-8I 18-3-8 23-9-8 3-3-8 5-0-0 5-0-0 5-0-0 5-6-0 Scale=1:40.5 1 0.25 12 4x6 = 8x10 = 7x6 = 3x4 = 3x6 = 3x4 II 4x8 = 6 22 1 2 17 3 18 4 19 5 20 21 15 eD o O N N c I M r 1 r O o K13 23 12 24 11 25 10 26 9 27 8 14 4x6 = 3x8 = 3x4 = 7x6 = 4x6 = 3x8 I 5-9-8 10-9-8 15-9-8 20-9-8I 23-9-8 5-9-8 5-0-0 5-0-0 5-0-0 3-0-0 ate Offsets(X,Y)-- [4:0-3-0,0-4-8],[7:0-2-0,0-4-0],[10:0-3-0,0-4-8] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL) -0.09 11 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.53 Vert(CT) -0.16 11 >999 240 ADL 11.0 Rep Stress Incr NO WB 0.83 Horz(CT) 0.03 16 n/a n/a CLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.06 11 >999 240 Weight:150 lb FT=20% CDL 9.0 LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 5-0-10 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 10-0-0 oc bracing. 15-16:2x6 DF 1800E 2.1E OTHERS 2x4 DF No.t&Btr IEACTIONS. (lb/size) 13=1835/0-2-8,16=1544/0-5-8 Max Horz 13=126(LC 9) Max Uplift 13=-344(LC 8),16=-268(LC 12) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-13=-557/50,3-4=-3378/602,4-5=-3662/682,5-6=-2795/538,6-7=-1098/244, 8-16=-74/524,7-16=-1498/268 T CHORD 12-13=469/2235,11-12=-681/3870,10-11=597/3359,9-10=-387/2156 O 6 WEBS 3-13=-2783/558,3-12=-232/1551,4-12=-705/197,4-11=-432/247,5-11=-111/567, 5-10=-811/192,6-10=-110/932,6-9=-1549/328,7-9=-250/1549 WTES- 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 III grip DOL=1.60 0 PF{Q1 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 ,c,<<" N 6',v Q Provide adequate drainage to prevent water ponding. 5 E 7 / 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 ��/ 'y'T, will fit between the bottom chord and any other members. 89200PE Bearing at joint(s)16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. -- ` /� 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 13=344,16=268. 37 OREGON ti r 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- 1�, 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. �' '�— X- 4) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)633 lb down and 163 lb up at �� 1 6-0-12,and 104 lb down and 27 lb up at 23-6-12 on top chord,and 633 lb down and 163 lb up at 6-0-12 on bottom chord. The .- design/selection of such connection device(s)is the responsibility of others. }{��5: - 1-��1 In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). AD CASE(S) Standard April 11,2019 ritirftagaMmy design parameters and READ NOTES ON THIS AND INCLUDED M/TEK 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,note a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b 0Truss Truss Type Qty Ply 21367-6S K5964830 367-6S B04-MS MONO TRUSS 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:15 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-DcdUcJhfLICS1 R6LiiKG427b?NyReX25A2Fun8zRpP6 OAD CASE(S) Standard f Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-20=-72,8-14=-18 I Concentrated Loads(Ib) Vert:7=-82 12=-500(F)18=-500(F) Trapezoidal Loads(plf) Vert:20=-72-to-7=-122 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 MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. it Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'I iTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 b Truss Truss Type Qty Ply 21367-6S K5964831 367-6S 0 BO4A MONO TRUSS 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 8 Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:11 2019 Page 1 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-LrNzmxe9H3i0ZpoaTsGJwCzgDmVtimmVFQHgeMzRpPA I3-3-8 [ 8-3-8 13-3-8 18-3-8 23-9-8 I 3-3-8 5-0-0 5-0-0 5-0-0 5-6-0 Scale=1:40.4 1 0.25 12 4x6 = 5x12 = I 5x6 = 3x4 = 3x4 --- 3x4 3x6 = 5 21 6 22 1 2 17 3 18 4 19 20 15 o WMAill614111r4A11111\1611rr wN O N C M C C O . - YALUMNI y 1r�- 16 0 23 12 24 11 25 10 26 9 27 8 14 13 3x12 = 3x4 = 3x4 = 5x6 = 4x4 = 3x6 H 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 ate Offsets(X,V)-- [4:0-3-0,0-3-0],[7:0-4-0,0-3-0],[10:0-3-0,0-3-4] 11,0 ADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.89 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 IgDL 11.0 Rep Stress Ina NO WB 0.59 Horz(CT) 0.03 16 n/a n/a LL 0.0 CDL 9.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.06 11 >999 240 Weight:118 lb FT=20% LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins, OT CHORD 2x4 DF No.1&Btr*Except* except end verticals. 10-14:2x4 DF 2400E 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. EBS 2x4 DFStud/Std*Except* 2-13:2x4 DF No.1&Btr,15-16:2x6 DF 1800F 2.1 E THERS 2x4 DF No.1&Btr EACTIONS. (lb/size) 13=1123/Mechanical,16=1390/0-5-8 Max Horz 13=128(LC 11) Max Uplift 13=-213(LC 8),16=-239(LC 12) IRCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. . P CHORD 2-13=-565/58,3-4=-1813/316,4-5=-2450/457,5-6=-2173/421,6-7=-911/207, 8-16=-106/515,7-16=-1366/243 BOT CHORD 12-13=-288/1189,11-12=-407/2312,10-11=-435/2495,9-10=-312/1770 EBS 3-13=-1508/327,3-12=-114/939,4-12=-728/199,4-11=-145/461,5-11=-267/341, 5-10=-586/130,6-10=-52/778,6-9=-1303/281,7-9=-211/1341 OTES- 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 p� firs exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate p PROpe„, grip DOL=1.60111 �C• �1'v� jt�l `© TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 �Gj 7 3)Provide adequate drainage to prevent water ponding. C.? �i 11 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. $�� �P ' ... *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify _',.- capacity of bearing surface. (.} Cr Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) -9 OREGON 13=213,16=239. i.- \" * This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all © �' 14 2 �4 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ' �1 )Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.RIO- Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at , 23-6-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. EXPIRES: 12-31-201 LOAD CASE(S) Standard April 11,2019 ntinlleft on nane 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK 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 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall /� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Malek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?PII Quality Criteria,DSB-89 and BCSI 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 21367-6S K5964831 367-6S BO4A MONO TRUSS 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:11 2019 Page 2 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-LrNzmxe9H3i0ZpoaTsGJwCzgDmVtimmVFQHgeMzRpPA IAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-19=-72,8-14=-18 I Concentrated Loads(Ib) Vert:7=-82 Trapezoidal Loads(plf) Vert:19=-72-to-7=-123 I I I I I I I I I I I I I t r. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not W a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S 367-6S B05 MONO TRUSS 9 1 K5964832 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:16 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-hpAsgfiH6cKJfbhXGQrVdFghGnBdN2G EPi_RJazRpP5 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 0.2512 6x6 = 5x6 = 3x4 = 3x4 = 4x8 = 18 3x4 II 3x6 = 22 23 6 24 7 25 26 8 : 121 19 3_ 20 4 21 5 El lipyr VV,\ O N m 6 m.- \ILAr\III y171 AgyrvF om 0 16 27 15 28 14 29 13 30 12 31 �� 32 10 33 9 17 11 3x4 = 3x4 = 5x6 = 3x6 = 3x4 3x4 _ 3x6 I 4x8 =- I I 1 5-9-8 1 10-9-8 15-9-8 1 20-9-8 1 23-6-12 23/9r8 25-9-8 1 28-9-0 1 5-9-8 5-0-0 5-0-0 5-0-0 2-9-4 0-2- 2 2-0-0 2-11-8 late Offsets(X,V)-- [4:0-3-0,0-3-0],[13:0-3-0,0-3-4] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL) -0.09 13-14 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.98 Vert(CT) -0.24 13-14 >999 240 DL 11.0 Rep Stress Incr NO WB 0.58 Horz(CT) 0.04 11 n/a n/a CLL 0.0 * Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.05 14 >999 240 Weight:143 lb FT=20% DL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc purlins, T CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-16:2x4 DF No.1&Btr,9-18:2x6 DF 1800E 2.1E iEACTIONS. (lb/size) 16=1002/0-2-8,11=2016/0-5-8 Max Horz 16=127(LC 9) Max Uplift 16=-189(LC 8),11=366(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-16=-565/58,3-4=-1553/266,4-5=-1975/365,5-6=-1634/301,6-7=-603/620, if7-8=-168/591,8-9=-35/526 T CHORD 15-16=-241/1044,14-15=-326/1942,13-14=-330/1919,12-13=-203/1197, 11-12=-1109/276,10-11=-1109/276 WEBS 7-11=-1914/497,3-16=-1321/291,3-15=-83/869,4-15=-648/168,4-14=-209/397, 5-14=-209/402,5-13=-609/162,6-13=-86/804,6-12=-1208/262,7-12=-199/1303, 8-10=-897/183,7-10=-248/933 OTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-3-8,Interior(1)3-3-8 to 28-6-4 zone;cantilever left and right '\,((e` �{ PR Opp exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate4 i. f G grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 �Cj �� I N��� /O 3)Provide adequate drainage to prevent water ponding. C? -`i This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.0 ��� $ 24�P� '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. 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) .r* '. 16=189,11=366. © ( 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 44/ OREGON panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ?y • Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at m 4' tx As 4' 20 28-6-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. AD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXP RES: 12-31-2019 April 11,2019 ntinued on Daae 2 4NIMMMEM 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 Niel(' 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 TP11 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b 0Truss Truss Type Qty Ply 21367-6S K5964832 367-6S 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. Thu Apr 11 10:50:16 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-hpAsgfiH6cKJfbhXGOrVdFghGnBdN2GEPi_RJazRpP5 OAD CASE(S) Standard Uniform Loads(plf) Vert:1-2=-72,2-22=-72,9-17=-18 Concentrated Loads(Ib) Vert:8=-82 Trapezoidal Loads(plf) Vert:22=-72-to-8=-126 I I I I I I I I I I I I I I r :r ► A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. kit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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 21367-6S K5964833 t 67-6S B05-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. Thu Apr 11 10:50:18 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-eBIcEKkYeDaouugwNquzigll mas5ruYXs?TYOSzRpP3 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 12 6x6 = 5x6 = 3x6 = 4x6 = 5x8 = 18 3x4 I I 4x6 = 24 7 25 26 8 12 19 3 20 4 21 5 22 23 6 :( al n C N 9,- ' : .410/11 ,-.A11111N7A11\.. /41161\--Akti n 6 m MN ii _7 16 27 15 28 14 29 13 30 12 31 11 32 10 33 9 17 11 4x6 = 3x6 = 5x6 = 4x6 = 3x6 II 3x4 = 3x6 II 111 6x6 = I 5-9-8 10-9-8 15-9-8 20-9-8 23-6-12 23791-8 25-9-8 28-9-0 5-9-8 5-0-0 5-0-0 5-0-0 2-9-4 0-2-12 2-0-0 2-11-8 ate Offsets(Xy)-- [4:0-3-0,0-3-0],[13:0-3-0,0-3-4] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL) -0.11 13-14 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.98 Vert(CT) -0.24 13-14 >999 240 DL 11.0 Rep Stress Ina NO WB 0.78 Horz(CT) 0.06 11 n/a n/a LL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.12 13-14 >999 240 Weight:143 lb FT=20% DL 9.0 LUMBER- BRACING- P CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc purlins, T CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 4-1-1 oc bracing. 2-16:2x4 DF No.1&Btr,9-18:2x6 DF 1800F 2.1E EACTIONS. (lb/size) 16=1002/0-2-8,11=2016/0-5-8 Max Horz 16=209(LC 32) Max Uplift 16—1253(LC 30),11—1253(LC 39) Max Gray 16=1660(LC 25),11=2405(LC 60) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. IFP CHORD 2-16=-565/58,2-3=-945/925,3-4=-2382/1653,4-5=-3053/2164,5-6=-2944/2367, 6-7=-2409/2363,7-8=-1657/1697,8-9=-40/526 T CHORD 15-16=-1357/1930,14-15=-1944/2883,13-14=-2281/3113,12-13=-2343/2796, 11-12=-2691/2538,10-11=-1860/1706,9-10=-854/845 I EBS 7-11=-2285/1348,3-16=-2367/1938,3-15=-1515/1858,4-15=-1693/1581, 4-14=-1329/1437,5-14=-1339/1420,5-13=-1569/1439,6-13=-1347/1677, 6-12=-1941/1474,7-12=-1423/2046,8-10=-897/186,7-10=-280/933 NOTES- IWind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-3-8,Interior(1)3-3-8 to 28-6-4 zone;cantilever left and right ��O PR Qp- exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate 15-00 2)TCLL:grip DASCE 77-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 ,S..?.? � 'N��` ) , IProvide adequate drainage to prevent water ponding. 5� This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ct- 89200PEf *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)I Provide mechanical connection(by others)of truss to bearing plate at joint(s)16. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 16=1253,11=1253. �"OREGON . 4,c 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 �� '+2 �, panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. �' °4 P� 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.I �R 1 - Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 28-6-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. EXP RES: 12-31-2019 LOAD CASE(S) Standard April 11,2019 ntinued on oaae 2 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 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ivlilek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 Ply 21367-6S K5964833 367-6S 0 B05-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. Thu Apr 11 10:50:18 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-eBIcEKkYeDaouugwNquzigll mas5ruYXs?TYOSzRpP3 IAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-22=-72,9-17=-18 IConcentrated Loads(Ib) Vert:8=-82 Trapezoidal Loads(plf) Vert:22=-72-to-8=-126 I I I I I I I I I I I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE PM-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 IV I ik" is always required for stability and to prevent collapse with 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 Truss Truss Type Qty Ply 21367-6S K5964834 1167-6S 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. Thu Apr 11 10:50:19 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-60s?SgkAPXitW2P6xYPCFuIC W_CKaP?h5fD6wvzRpP2 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 = 5x6 = 3x4 = 3x4 = 4x8 = 18 3x4 I I 3x6 = 24 7 25 26 8 lij 12 19 3 20 4 21 5 22 23 6 N"/\ j' \ Arik\"' i : o n m�Ni r c%) ce _A 16 27 15 28 14 29 13 30 12 31 ii 32 10 33 9 17 3x4 = 3x4 = 5x6 = 3x6 = 3x4 II 3x4 3x6 II I 4x8 = 1111 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 ate Offsets(X,Y)-- [4:0-3-0,0-3-0],[13:0-3-0,0-3-4] 113 ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL) -0.09 13-14 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.98 Vert(CT) -0.24 13-14 >999 240 DL 11.0 Rep Stress lncr NO WB 0.58 Horz(CT) 0.04 11 n/a n/a LL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.05 14 >999 240 Weight:143 lb FT=20% DL 9.0 LUMBER- BRACING- P CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc purlins, T CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-16:2x4 DF No.1&Btr,9-18:2x6 DF 1800F 2.1 E EACTIONS. (lb/size) 16=1002/Mechanical,11=2016/0-5-8 Max Horz 16=127(LC 9) Max Uplift 16=-189(LC 8),11=-366(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. OP CHORD 2-16=-565/58,3-4=-1553/266,4-5=-1975/365,5-6=-1634/301,6-7=-603/620, 7-8=-168/591,8-9=-35/526 T CHORD 15-16=-241/1044,14-15=-326/1942,13-14=-330/1919,12-13=-203/1197, 11-12=-1109/276,10-11=-1109/276 WEBS 7-11=-1914/497,3-16=-1321/291,3-15=-83/869,4-15=-648/168,4-14=-209/397, 5-14=-209/402,5-13=-609/162,6-13=-86/804,6-12=-1208/262,7-12=-199/1303, 8-10=-897/183,7-10=-248/933 OTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-3-8,Interior(1)3-3-8 to 28-6-4 zone;cantilever left and right I exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate t2 J P R OF grip SS TCLDO SCE 0-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 5o` GIN 1�� / 3)Provide adequate drainage to prevent water ponding. f1' t.,,, T �/ This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.0 4Z07.," ✓ f' *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 widecza 00P Rfit between the bottom chordany other members. Refer to girder(s)for truss to trusss connections. // 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 16=189,11=366. This truss has been designed for a moving concentrated load of 250.OIb live and 250.01b dead located at all mid panels and at all4 / OREGON 4, panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 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 'm.0. l'k 14 r 2,0 �' - 11 28-6-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. /�•p® tj AD CASE(S) Standard Dead+Snow(balanced):Lumber lncrease=1.15,Plate lncrease=1.15 EXPIRES: 12-31-2019 April 11,2019 ntinued on Dane 2 I t A WARNING_Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mit-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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 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 ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S ill K5964834 367-6S 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. Thu Apr 11 10:50:19 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjvxF-6Os?SgkAPXitW2P6xYPCFulCW_CKaP?h5fD6wvzRpP2 ,OAD CASE(S) Standard Uniform Loads(plf) Vert:1-2=-72,2-22=-72,9-17=-18 Concentrated Loads(Ib) Vert:8=-82 Trapezoidal Loads(plf) Vert:22=-72-to-8=-126 I I I I I I I I I 1 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 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 ANSIITP/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 b Truss Truss Type Qty Ply 21367-6S K5964835 367-6S C01 MONO TRUSS 103 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:20 2019 Page 1 I D:jaigHA2yM7LWX3u 1 OVv7rizjVrO-aaQNfOloAggk8C_JV FwRn5gVSObtJzcgKJyfSLzRpP1 1 2-9-0 5-6-0I 2-9-0 2-9-0 1.5x4 I I 3x4 = 1.5x4 I I Scale=1:16.9 0.25 112 1 2 10 3 11 4 5 1 ■ w g Ill 11111116 I 12 9 3x6 = 7 1 3x6 = 8 6 5-6-0 5-6-0 'FADING LL (psf25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.10 7-8 >581 360 MT20 220/195 TCDL 11,0 Lumber DOL 1.15 BC 0.77 Vert(CT) -0.23 7-8 >262 240 111 CLL 0.0 Rep Stress lncr YES WB 0.10 Horz(CT) 0.00 7 n/a n/a CDL 9,0 Code IBC2015/TPI2014 Matrix-MP Wind(LL) 0.00 8 240 Weight:29 lb FT=20% UMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, OT CHORD 2x4 DF 2400F 2.0E except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FACTIONS. (Ib/size) 8=247/Mechanical,7=248/Mechanical Max Horz 8=81(LC 11) Max Uplift 8=-61(LC 8),7=-29(LC 12) IIIMax Gray 8=637(LC 24),7=610(LC 27) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-594/45,4-7=-526/59 4 OT CHORD 7-8=-137/292 EBS 3-8=-404/128,3-7=-404/151 OTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; 0 MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 2-9-0,Interior(1)2-9-0 to 5-6-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. 0 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. n *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �� ��V P QF�y will fit between the bottom chord and any other members. Refer to girder(s)for truss to truss connections. tyG I.i"SF -v. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,7. F .°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 �4 5� panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 89200p r rce. :w....--" "*"--------"' -3 ,, OREGON �O f4 .1k 14, 2° �4 PRO- I 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 property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss C01-D Truss Type MONO TRUSS Qty Ply 21367-6S K5964836 t 67-6S 12 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:21 2019 Page 1 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-2m_ItMmQx8ybIMZV2zRgKJNfCox62KazZziC?nzRpPO I 2-9-0 5-6-0 2-9-0 2-9-0 1.5x4 11 3x4 = 1.5x4 11 Scale=1:16.9 0.25 112 1 2 10 3 11 4 5 I1 wII 1I 1 ■. .■ 12 9 6x6 = 7 I/ 6x6 = 8 6 5-6-0 5-6-0 ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP LL 25.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.10 7-8 >581 360 MT20 220/195 (RoofSnow=25.0) Lumber DOL 1.15 BC 0.77 Vert(CT) -0.23 .7-8 >262 240 TCDL 11.0 LL 0.0 Rep Stress lncr YES WB 0.44 Horz(CT) 0.00 7 n/a n/a DL 9.0 Code IBC2015/TP12014 Matrix-MP Wind(LL) 0.00 8 240 Weight:29 lb FT=20% MBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, TCHORD 2x4 DF 2400F 2.0E — except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. EACTIONS. (lb/size) 8=247/Mechanical,7=248/Mechanical Max Horz 8=244(LC 32) Max Uplift 8=-788(LC 30),7=-725(LC 39) Max Gray 8=836(LC 51),7=805(LC 50) ORCES. (lb)-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 II°T CHORD 7-8=-829/815 EBS 3-8=-1106/1136,3-7=-1134/1158 OTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; 0 MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 2-9-0,Interior(1)2-9-0 to 5-6-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. 0 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �f� [� PR Q fi�s will fit between the bottom chord and any other members. �r Refer to girder(s)for truss to truss connections. SCO ,AGI N .,[� f� 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) � 7 +�, 8=788,7=725. -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 89200PE ct" panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag 44.1 �q loads along bottom chord from 0-0-0 to 5-6-0 for 300.0 plf. 7 41 OREGON1� 44, �4 14, 2a vo PRO- ii EXPIRES: 12-31-2019 April 11,2019 1 WAANING•Verify design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.70/0312075 BEFORE USE. NorDesign valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall /� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug CircleSafety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S 0 K5964837 367-65 C01-MS MONO TRUSS 9 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:22 2019 Page 1 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-WzY74in2iS5SN W8hcgyvsWwtVCLjmrj7ndRmXEzRpp? I 2-9-0 5-6-0 2-9-0 2-9-0 0.25 12 3x4 I I Scale=1:16.6 1 2 10 11 3 12 4 5 i 3x4 I I - ME Ili iIPPPWr 111.1‘1111111 I : ME OEM 1f i, r �4 �1 13 14 4x6 = 7 9 1 4x6 = 8 6 I 5-6-0 I 5-6-0 iOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP �LL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.03 7-8 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.56 Vert(CT) -0.08 7-8 >789 240 TCDL 11.0 Rep Stress Incr NO WB 0.13 Horz(CT) 0.00 7 n/a n/a CLL 0.0 Code IBC2015/TP12014 Matrix-MP Wind(LL) 0.03 7-8 >999 240 Weight:36 lb FT=20% CDL 9.0 UMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, OT CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FACTIONS. (lb/size) 8=899/Mechanical,7=596/Mechanical Max Horz 8=76(LC 11) Max Uplift 8=-179(LC 8),7=-95(LC 12) Max Gray 8=927(LC 24),7=765(LC 27) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-643/96,4-7=-511/50 T CHORD 7-8=-228/401 EBS 3-8=-537/249,3-7=-537/270 OTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 2-9-0,Interior(1)2-9-0 to 5-6-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0 *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ��� R�fi`�cs will fit between the bottom chord and any other members. C Refer to girder(s)for truss to truss connections. �tJ ("�( �� / 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7 except(jt=lb) (j .„, 7 � 8=179. ✓ TJ )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 4t- 89200PE panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. --- Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)534 lb down and 203 lb up at 2-0-0 on top chord,and 534 lb down and 203 lb up at 2-0-0 on bottom chord. The design/selection of such connection device(s)is '! the responsibility of others. In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �`OREGON �((/ DAD CASE(S) Standard / Yl�)- c)� 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 d 7�' `Z 0'. Uniform Loads(plf) 4 R 1:111.-‘-- Vert: 1-2=-72,2-4=-72,4-5=-72,6-9=-18 Concentrated Loads(Ib) EXPIRES: 12-31-2019 Vert:11=-500(F)13=-500(F) 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 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{� Immo building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IY101elkP le 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/TPI1 Quality Criteria,OSB-B9 and BCS/Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S 0 K5964838 367-6S EB1 SPECIAL 10 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:23 2019 Page 1 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-_96VI2ngTIDJ?fjtAOT8PkS2 WbmNVHJGOHBJ3gzRpP_ 1-10-8 1-10-8 1 1.5x4 I I 3x4 = Scale=1:10.9 2 7 3 4 III I • • •••i•i ►iii►i►i►i►••i• Di►i►•iDi•Oi•i 0•:�, iii�ii�i•i•i•i�ii�i�i�i�iii•i�i�i�i•i�ii�ii•iii�.4-' i►iiii►iii► ► ►i• ii►i►i►i iii►i.►iiiii_c. • i!i!iiii!i!!ii!i!i!i!i!i!i!i!i!i!i!i!i!ilili�:, 1.5x4 II 6x6 = 6 8 5 1-10-8 1-10-8 ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP LL 25.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.00 5-6 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.21 Vert(CT) -0.00 5-6 >999 240 TCDL 11.0 Rep Stress Incr YES WB 0.24 Horz(CT) -0.00 6 n/a n/a ILL 0.0 DL 9.0 * Code IBC2015/TP12014 Matrix-P Wind(LL) 0.00 6 **** 240 Weight:10 lb FT=20% MBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, T CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. EACTIONS. All bearings 1-10-8. (Ib)- Max Horz 1=-125(LC 34) ItMax Uplift All uplift 100 lb or less at joint(s)except 6=-313(LC 32),1=-215(LC 64),5=-405(LC 31) Max Gray All reactions 250 lb or less at joint(s)5 except 6=541(LC 64),1=497(LC 62),5=532(LC 69) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-6=-529/358,2-3=-416/417,3-5=-516/49 T CHORD 5-6=-382/384II EBS 2-5=-617/617 OTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; 4 MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide { �� �� will fit between the bottom chord and any other members. S 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. >C:.34GI N >© 7)This truss has been designed for a moving concentrated load of 250.Olb live and 250.OIb dead located at all mid panels and at all , T panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. -S!� I This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag 89200PE loads along bottom chord from 0-0-0 to 1-10-8 for 300.0 plf. ct" OP- . A_OREGON�b 11f As .d 14. 14 244 I 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 `�T �^ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing d1a eki° 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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S 1<5964839 367-6S EB2 SPECIAL 10 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:24 2019 Page 1 I D:ja1gHA2yM7LWX3u 1 OVv7rizjVrO-SLfuVOoJD3LAdpl4k5?Nxx?DE?5cEkNQFxwsa6zRpOz I 1-10-8 1-10-8 1 1.5x4 II 3x4 = Scale=1:11.5 2 7 3 4 I i - 1 I iiiiiiiiiiiii0i'.�i� ���ii•�i,. ���i�������'i:�'...ii•,,4'OiS • ••�� ��i'��i• ••' 'ii�i'i�i�i�i!.�:• ?i. • iii•i•ii'iiiii•i•iiiA!G .. 1.5x4 II 6x6 = 6 8 5 I 1-10-8 I 1-10-8 'FADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP LL 25.0 Plate Grip DOL 1.15 TC 0.17 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 ILL 9.0 DL 9.0 Code IBC2015/TP12014 Matrix-P Wind(LL) 0.00 6 240 Weight:10 lb FT=20% MBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, T CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. EACTIONS. All bearings 1-10-8. (lb)- Max Horz 1=-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) ORCES. (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 TCHORD 5-6=-384/386 EBS 2-5=-649/649 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; 4 MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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. r-t� P R I- Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 331 lb uplift at joint 6,204 lb uplift at .4 ) QI-6. joint 1 and 441 lb uplift at joint 5. ,,. GI N E� /a 7)This truss has been designed for a moving concentrated load of 250.OIb live and 250.0Ib dead located at all mid panels and at all T 7/ panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. '"I y� 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 (t' 89200 P E r loads along bottom chord from 0-0-0 to 1-10-8 for 300.0 plf. „.raiiiy I L ,,OREGON 1 � /0 clC �� ,9}- 14, 2� p4 ' EXPIRES: 12-31-2019 April 11,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IYI 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 ANSUTPII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S 0 K5964840 367-6S E63 SPECIAL 27 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 S Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:26 2019 Page 1 I D:jaigHA2yM7LWX3u 1 OVv7rizjVrO-Pknew3gzlgbus7SSrW 1 r1 M4Zupn4ifmjiFPzf?zRpOx I 1 1-10-8 1-10-8 3x4 = 1.5x4 I Scale=1:8.3 2 7 3 4 1 i , I .4,.••••••...:.• • ••.:::::.• :it••:•••.•••.:.•r.•••.•.:4: I •. ii•••• •• •• •••••• • •••••••• •••••• o •• ••• •••• •••••••• •••..•• •••••••••••••••••4.••4.:.••.••.••••••••••••••••••••••••••••••••••L`..•4• ••.: :.••• iiii00•ii•Oi•••ii••.iii•••Oi•Oii•OOiii°.O•i•OB''• •iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii�•i•�•i;4•i• ••• •• ••••••••••••Oi•iii•••iii•.• •••••ii••iiiii•••i�..1r.•••• O.O•••0000•.••.•.•.O••••O••O••••00•••.O•••O••••••••O••••000••i'•••:O•i.00 6 8 3x4 = 5 1-10-8 1.5x4 II 1-10-8 I ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP LL 25.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL) -0.00 5-6 >999 360 MT20 220/195 (RoofSnow=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 CLL 0.0 Code IBC2015/TPI2014 Matrix-P Wind(LL) 0.00 6 "" 240 Weight:8 lb FT=20% CDL 9.0 UMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FACTIONS. All bearings 1-10-8. (Ib)- Max Horz 1=-108(LC 30) Max Uplift All uplift 100 lb or less at joint(s)except 6=-225(LC 32),1=-268(LC 64),5=-254(LC 31) Max Gray All reactions 250 lb or less at joint(s)5 except 6=605(LC 64),1=495(LC 62),5=532(LC 69) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-6=-593/267,2-3=-410/411,3-5=-516/41 T CHORD 5-6=-374/375 EBS 2-5=-497/497 OTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; ilMWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I*This truss has been designed for a live load of 20.0psf 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. Qt P Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 225 lb uplift at joint 6,268 lb uplift at ��(,``Lp OF os, joint 1 and 254 lb uplift at joint 5. SCO tyGI N4 fi /© 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 � 7 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads.I L4 �' 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 n-9200P r' loads along bottom chord from 0-0-0 to 1-10-8 for 300.0 plf. • - .N I Cs ct- A_OREGON t, 4 'o .13' 1 4, 2-° Q- - 'fpRRtLL 6 ' EXPIRES: 12-31-2019 April 11,2019 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 1m a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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 ANSOTPII 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 21367-6S 0 K5964841 367-6S EB4 SPECIAL 27 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 a Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:27 2019 Page 1 I D:jaigHA2yM7LWX3u 1 OVv7rizjVrO-twL07PrBW,jIUH 1 fPDY4ZadjcD7JR4Asxv9XBRzRpOw 1-10-8 1-10-8 .5x4 II I 1 3x4 = Scale=1:14.1 2 7 3 4 I I :.• •4i•i��:4..���i•ii•i��i•i4i• ,i,,,,ii: � i�ii�i•:epi iiiiiiiiiiAy:i•:. 6x6 = 6 8 5 3x6 II 1-10-8 I 1-10-8 I ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP LL25.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.00 5-6 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.21 Vert(CT) -0.00 5-6 >999 240 TCDL 11.0 Rep Stress lncr YES WB 0.31 Horz(CT) -0.01 6 n/a n/a CLL 0.0 Code IBC2015/TPI2014 Matrix-P Wind(LL) 0.00 6 **** 240 Weight:12 lb FT=20% CDL 9.0 UMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, T CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. EACTIONS. 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) ORCES. (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 II°T CHORD 5-6=-393/395 EBS 2-5=-805/805 OTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. no® PR 0FA. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 402 lb uplift at joint 6,202 lb uplift at joint 1 and 596 lb uplift at joint 5. �{IN / 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 f�~. � `T ®.. panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. `IJ 'fig I This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist dragIZ- *9200P loads along bottom chord from 0-0-0 to 1-10-8 for 300.0 plf. 4111,,,00 I" °v o�EGON 4rC- /6 qY 14, 2d tri` ��RR4LL �' I EXPIRES: 12-31-2019 April 11,2019 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Tek~ 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 ANSUTPIf 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 if Truss Truss Type Qty Ply 21367-6S K5964842 367-6S EB203 SPECIAL 10 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:25 2019 Page 1 ID:jaigHA2yM7LWX3u1 OVv7rizjVrO-xYDGikpx_NT1 EztGHpWcU9YO_PRrzBdZTbgQ7YzRpOy II 1-10-8 I 1-10-8 1 .5x4= 1.5x4 Scale=1:11.5 2 7 3 4 I • :0, ��ii�•.••ii•�i�ii��ii�i��iii�i��•i���iii��•iii�� ,• : .i4, .•• • •• :!f •i• :• .. • i7,s• . ,•, i 1.5x4 tIIil l l!•!iiA!.............!.!Q•!•!..t !i!i!1: ._ •. 6x6 = 6 8 5 1-10-8 1-10-8 ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP LL 25.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.00 5-6 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.21 Vert(CT) -0.00 5-6 >999 240 TCDL 11.0 Rep Stress lncr YES WB 0.25 Horz(CT) -0.00 6 n/a n/a CLL 0.0 Code IBC2015/TPI2014 Matrix-P Wind(LL) 0.00 6 "" 240 Weight:10 lb FT=20% CDL 9.0 UMBER- BRACING- TOP CHORD 2x4 DF No.t&Btr TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FACTIONS. All bearings 1-10-8. (Ib)- Max Horz 1=-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) IMax Gray All reactions 250 lb or less at joint(s)5 except 6=536(LC 68),1=497(LC 62),5=532(LC 69) ORCES. (lb)-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 0 OT CHORD 5-6=-384/386 EBS 2-5=-649/649 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; 4 MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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. PRO Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 331 lb uplift at joint 6,204 lb uplift at � � PSt joint 1 and 441 lb uplift at joint 5. \Co ,��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 all14? /- panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads.I "p 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 $9200 P E { loads along bottom chord from 0-0-0 to 1-10-8 for 300.0 plf. _ A_OREGON�t ttr� /6 1 14, 2-C) 4 EXPIRES: 12-31-2019 April 11,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M!!-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/7P/1 Quality Criteria,DSB-89 and BCSI Building Component 1.4. ,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 21367-6S K5964843 367-6S EJ01 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:27 2019 Page 1 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-twL07PrBW,jIUH 1 fPDY4ZadkED8aR78sxv9XBRzRpOw I 2-0-0 2-0-0 Scale=1:22.0 I 7 I1 2 1.5x4 II 4x8 = ;w=, , Ø'L4 x4I , _, 8 O �■ o 10 4 6I 3x4 5 3x6 2-0-0 2-0-0 late Offsets(Xy)-- [3:0-1-12,0-2-0] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 4-5 >999 240 DL 11.0 Rep Stress Incr NO WB 0.12 Horz(CT) -0.00 8 n/a n/a CLL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:16 Ib FT=20 DL 9.0 LUMBER- BRACING- iOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800E 2.1E OTHERS 2x4 DF No.1&Btr 1 (FACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-139(LC 8) Max Uplift 6=-214(LC 8),8=-264(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-5=-647/72,4-8=-49/516,3-8=-564/381 EBS 3-5=-351/370 VOTES- MWFRS Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right expod;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. (C® (�>�fiscS' *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 �NAGt NE�� /© 6)Refer to girder(s)for truss to truss connections. Bearing at joint(s)8 considers parallel to grain value using ANSI/1-P!1 angle to grain formula. Building designer should verify 4J �j{ capacity of bearing surface. ;9200P 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.OIb live and 250.0Ib dead located at all mid panels and at all -' ,— . 411° -; panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. I)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. OREGON J1} ) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at 1.,f ' .44*. r,� IN- 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. '�N 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). p ' R,'1114 AD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 2 ntinued on Daae April 11,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTektS connectors.This design is based only upon parameters shown,and is for an individual building component,not 4 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek'■■■ . building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ,y/iTeke is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?PII Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Sale 312,Alexandria,VA 22314. Corona,CA 92880 l b Truss Truss Type Qty Ply 21367-6S K5964843 367-6S EJ01 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:27 2019 Page 2 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-twL07PrBW_jlUH 1 fPDY4ZadkED8aR78sxv9XBRzRpOw 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=-135(F=-63)-to-3=-146(F=-74) I I I I I I I I I 1 I I I : b __ WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Nut Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall AA 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 ANSIITPII 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 21367-6S K5964844 1367.6S EJ02 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:28 2019 Page 1 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-L6vOLIrpHIrc5Rbrzx3J6nAv_cUpAaP?AZu4jtzRpOv 2-0-0 I 2-0-0 Scale=1:22.0 I 7 ' 1 2 1.5x4 I x = III !48 I 4x4 = o =, N $ O 10 4 6I 3x4 = 5 3x6 I I 2-0-0 I 2-0-0 late Offsets(X,Y)-- [3:0-1-12.0-2-0] TCLL ADING (psf25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 4-5 >999 240 'CDL 11.0 CLL 0.0 Rep Stress Incr NO WB 0.12 Horz(CT) -0.00 8 n/a n/a CDL 9.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:16 lb FT=20% LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800E 2.1E OTHERS 2x4 DF No.1&Btr I EACTIONS. (Ib/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6-139(LC 8) Max Uplift 6=-213(LC 8),8=-264(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-5=-647/70,4-8=48/516,3-8=-564/381 EBS 3-5=-349/368 IOTES- Wind: ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. "\�.,0 PR OP: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. ��CO �(31(ij j~ [, /© 6)Refer to girder(s)for truss to truss connections. 4i T 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. $9200PE t' 17, _,. _ Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 213 lb uplift at joint 6 and 264 lb uplift at � joint 8. 9)This truss has been designed for a moving concentrated load of 250.01b live and 250.01b dead located at all mid panels and at all41119, - x panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. .9 OREGON Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at r�� 44, ct 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. iQ .41Y 1 42Q 412) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ' 9*` IAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 -. .. ...- April 11,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 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,notlo a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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,058-89 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 21367-6S K5964844 367-6S EJO2 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:28 2019 Page 2 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-L6vOLlrpH Irc5Rbrzx3J6nAv_cUpAaP?AZu4jtzRpOv 111OAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) IVert:3=-82 Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=-63)-to-3=-146(F=-74) I I I I I I I I I I I I I I A P WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE N111-7473t-7473 rev.70103/2015 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` always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?PIf Qu250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314ality Criteria,OSB-B9 and BCSI Building Component __ . Corona,CA 92880 Truss Truss Type Qty Ply 21367-6S K5964845 111[67-6S EJ03 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:29 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-pJTmY5sR2bzSjaA1 WeaYe?i4k0p1 v1 f9ODedGKzRpOu 111 I 2-0-0 2-0-0 Scale=1:22.0 • 1 7 1.5x4 1 2 4x8 = 4 .1_,, 4 x = r9 T NIIi :4 O O �II i �iii, 10 4 I 6 5 3x4 = 3x6 2-0-0 11 2-0-0 ate Offsets(XV)--, [3:0-1-12.0-2-0] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 4-5 >999 240 DL 11.0 Rep Stress Incr NO WB 0.12 Horz(CT) -0.00 8 n/a n/a LL 0.0 * Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:17 Ib FT=20 DL 9.0 LUMBER- BRACING- P CHORD 2x4 DF No.1&Btr,Il TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, T CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-138(LC 8) • Max Uplift 6=-213(LC 8),8=-263(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-5=-647/69,4-8=-48/516,3-8=-564/380 EBS 3-5=-348/367 OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 IProvide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. t��1 � PR( �fi 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 will fit between the bottom chord and any other members. �G 1 E�h /© 6)Refer to girder(s)for truss to truss connections. T IBearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 44 �A capacity of bearing surface. $�' {}(}� t' Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 213 lb uplift at joint 6 and 263 lb uplift at joint 8. illired:".: 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 tpanel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. A..OREGON ) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at f -.7 y �N. 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. / 'Z - - 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ' 0' AD CASE(S) Standard fiRR1L\- Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 11,2019 ntinued on oaae 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mt1-7473 rev.70/0312075 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 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 ANSUTP/7 Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. moms Corona,CA 92880 Truss Truss Type Qty Ply 21367-6S K5964845 11167-6S EJ03 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:29 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-pJTmY5sR2bzSjaA1WeaYe?i4k0plvif9ODedGKzRpOu 'AD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) Vert:3=-82 Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=63)-to-3=-146(F=74) I I I 1 I I I I I I I I I 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Nuit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mfie k° 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 tnisses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type Qty Ply 21367-6S 11) K5964846 367-6S EJ04 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 S Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:29 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-pJTmY5sR2bzSjaA1 WeaYe?i4k0p1 v1 g9ODedG KzRpOu 2-0-0 2-0-0 Scale=1:22.0 1 7 1.5x4 II 1 1 2 4x8 = JIgE : =' =, 9 M O N x4 o N i i : 1 L 0 O 10 4 1 65 3x4 = 3x6 I I 2-0-0 2-0-0 late Offsets(X,Y)-- [3:0-1-12,0-2-0] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/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 0.19 Vert(CT) -0.00 4-5 >999 240 IcDL 11.0 Rep Stress Incr NO WB 0.12 Horz(CT) -0.00 8 n/a n/a CLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:17 lb FT=20% CDL 9.0 LUMBER- BRACING- itOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800E 2.1E OTHERS 2x4 DF No.1&Btr 111 EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-138(LC 8) Max Uplift 6=-212(LC 8),8=-263(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-5=-648/68,4-8=-47/517,3-8=-564/380 EBS 3-5=-346/365 OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ( � 'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide5., so will fit between the bottom chord and any other members. c:3, .c ‘.,},GINE-&- /© 6)Refer to girder(s)for truss to truss connections. `i ,9'. Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify cc' I �� capacity of bearing surface. 89200PE Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 212 lb uplift at joint 6 and 263 lb uplift at joint 8. 9)This truss has been designed for a moving concentrated load of 250.01b live and 250.0Ib dead located at all mid panels and at all ` / panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. OREGON to 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 - ` 1:7-1111,20°19 \b` A., 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 2, '} 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). g�p�7 4' ' ,Q` Rit- AD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15It EXPIRES: 12-31-2019 April 11,2019 �ntinued on Daae 2 __ ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEI(REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Mir Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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/IPit Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type Qty Ply 21367-6S K5964846 67-6S EJ04 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:29 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-pJTmY5sR2bzSjaA1 WeaYe?i4k0plvig9ODedGKzRpOu II)AD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) Vert:3=-82 II Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F-63),2=-135(F=-63)-to-3=146(F-74) I 1 I I I I II I I II I I I I �� AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 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 p 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 Iis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the —fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?P/f Quality Criteria,OSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type Qty Ply 21367-6S K5964847 I 367-6S lb EJ05 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:30 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-HV19mRt3pv5JLkIE4M5nBCFFTQ8GeUWIdtNBomzRpOt I 2-0-0 2-0-0 Scale=1:22.0 1 7 I 1 1.5x42 I 4x8 = :w=, m T c7 4x4 = m N N ■„ 6 0 o I 1 MIN �■ 10 4 63x4 = 1 5 3x6 II 2-0-0 II Ilate Offsets(X,Y)-- [3:0-1-12,0-2-0] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 4-5 >999 240 11.0 Rep Stress lncr NO WB 0.12 Horz(CT) -0.00 8 n/a n/a 'CDL LL 0.0 . Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:17 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr iTOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800E 2.1E OTHERS 2x4 DF No.1&Btr 1EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-137(LC 8) Max Uplift 6=-212(LC 8),8=-262(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-5=-648/67,4-8=-47/517,3-8=-564/379 EBS 3-5=-345/364 OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding.} P R tF�tr This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. C This truss has been designed for a liveoad of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide `�-CfcG�NiC fih S'S will fit between the bottom chord and anyother members. '7' 31, 6)Refer to girder(s)for truss to truss connections. Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �9ry2 �P �� capacity of bearing surface. 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. 4,—,‘,...;A' -3.- 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 ,. 1 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads.I Q Q.. Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. -y A_OREGON Dr A. Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at Cif ' j ��'� ` 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. C} 14, c�,Q` 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �R *�� u 11 AD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: - 1- 01 April 11,2019 ntinued on Daae 2iiir ► A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE IWI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not mom a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracingsNut s sys 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 TPI7 Quality Criteria,DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 250 Klug Circle Corona,CA 92880 MIL 0 b Truss Truss Type Qty Ply 21367-6S K5964847 367-6S EJOS SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:30 2019 Page 2 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-HV19mRt3pv5JLkIE4M5nBCFFTQ8GeU W IdtNBomzRpOt AD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) Vert:3=-82 Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=-63)-to-3—146(F—74) I I I I I I I 1 I I I I I A WARNING-Verity 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 t^ a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/T7,11 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type Qty Ply 21367-6S K5964848 1 67-6S EJ06 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 a Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:31 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-lhaXznuiaDDAyuKQe3dOkQoQDgUUNxBSsX7kKCzRpOs II 2-0-0 2-0-0 Scale=1:22.0 7 1 1.5x4 II I1 2 4x8 = 1 et,...cos „4 4x4 = o M N ikad O , L. 1111111110=111 10 4 1 6 5 3x4 = 3x6 2-0-0 2-0-0 late Offsets(X,V)-- [3:0-1-12.0-2-0] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 4-5 >999 240 DL 11.0 Rep Stress Incr NO WB 0.11 Horz(CT) -0.00 8 n/a n/a CDL 9.0 LL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:17 Ib FT=20% LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, T CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr IEACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-i37(LC 8) Max Uplift 6=-211(LC 8),8=-262(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-5=648/66,4-8=46/517,3-8=-564/379 EBS 3-5=-344/362 OOTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. {' PR fi This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4.t} (� This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �, s will fit between the bottom chord and any other members. .C,,` , cjt NE•- X,7 6)Refer to girder(s)for truss to truss connections. C? �i Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ✓ 89200PESe, capacity of bearing surface. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 211 lb uplift at joint 6 and 262 lb uplift at joint8. /" ':- w/ 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 -IL - ' If e°�' panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads.I fl ( Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. -y OREGON 41 Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at 4- 4 \ A, 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. Q }' 14, ? 4 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). itiP0 1111°AD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 11,2019 riiii_iii r.r. it A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'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/TP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S K5964848 67-6S EJ06 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:31 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-IhaXznuiaDDAyuKQe3dOkQoQDgUUNxBSsX7kKCzRpOs 1110 AD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) Vert:3=-82 Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-i35(F=-63)-to-3=-146(F=-74) I 111111111111111 I I I I I I I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mrrek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S K5964849 67-6S EJ07 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:31 2019 Page 1 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-IhaXznuiaDDAyuKQe3dOkQoQDgUUNxBSsX7kKCzRpOs I 2-0-0 2-0-0 Scale=1:22.0 I 7 1.5x4 II I1 2 4x8 = 17,7 I Trl 4x4 = m c7 _ N B O ��I 4 10 4 1 6 3x4 = 5 3x6 2-0-0 2-0-0 ate Offsets(X,V)-- [3:0-1-12.0-2-0] 110 ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES _ GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 4-5 >999 240 IDL 11.0 Rep Stress Incr NO WB 0.11 Horz(CT) -0.00 8 n/a n/a LL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:17 lb FT=20% DL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, T CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800E 2.1E OTHERS 2x4 DF No.1&Btr 11 EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6-137(LC 8) Max Uplift 6=-211(LC 8),8=-261(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-5=-648/65,4-8=-45/517,3-8=-564/378 EBS 3-5=-343/361 OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right - exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. �r This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �} Q C *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 0- will fit between the bottom chord and any other members. `Co� G I N E•'� s/0 6)Refer to girder(s)for truss to truss connections. ,-* �j 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. 9 QP.E i'r 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. lide, 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 _ .0 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. cc IGraphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 4 OREGON Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at 4.-� 7 alb` A. 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. •` 14, '2 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 4e/ ER R 1 t-�- AD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.151110 EXPIRES: 12-31-2019 April 11,2019 --I .-. I MEMO mit A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MTA" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI IPl1 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 21367-6S K5964849 367-6S EJ07 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:32 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-Du8vA7uKLWL1a2vcCn8FGdKbzEgj6OQb4BslsezRpOr AD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) IVert:3=-82(F) Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-i35(F=-63)-to-3—146(F=-74) I I I I I I I I I I I I I I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.70/0312015 BEFORE USE. MOMS 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 Mt ` a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 4 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 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 Truss EJ08 Truss Type SPECIAL Qty Ply 21367-6S K5964850 367-6S 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:32 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-Du8vA7uKLWL1 a2vcCn8FGdKbzEgj6OQb4BslsezRpOr I I 2-0-0 2-0-0 Scale=1:22.0 1 7 1.5x4 II I1 2 4x8 = FAIIMII 4x4 = 4 v N M. imi 8 0 k ME 10 4 I 6 5 3x4 = 3x6 II I 2-0-0 2-0-0 te Offsets(X,V)-- [3:0-1-12,0-2-0] a ] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 4-5 >999 240 DL 11.0 Rep Stress Incr NO WB 0.11 Horz(CT) -0.00 8 n/a n/a LL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:17 Ib FT=20% DL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, T CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800E 2.1E OTHERS 2x4 DF No.1&Btr EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-136(LC 8) Max Uplift 6=-210(LC 8),8=-260(LC 9) Max Gray 6=553(LC 24),8=585(LC 33) RCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-5=-648/64,4-8=-45/517,3-8=-564/378 EBS 3-5=-341/359 OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 IIIProvide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ® P R �� '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. lCj� E\AGIN ESR c1'!© 6)Refer to girder(s)for truss to truss connections. IBearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify / -$7 capacity of bearing surface. $9200PE 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.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 • tr Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. OREGON Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at N. k 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. nn rfl4 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). v C?) 4,/, * C?) 111 AD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 11,2019 21.r . ..I ... r. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. 111111I Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply21367-6S K5964850 67-6S EJ08 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 a Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:32 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-Du8vA7uKLWL1 a2vcCn8FGdKbzEaj6OQb4BslsezRpOr OAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) IVert:3=-82 Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=-63)-to-3=146(F=-74) I I I I I I 1 I I I 1 I I I 1 A WARNING-Verify 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,not I a truss system.Before use,the building designer must verifythe applicability of design parameters and properly incorporate this design into the overall T meow building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing i Iek" 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 Truss Truss Type Qty Ply 21367-6S K5964851 67-6S EJ09 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:33 2019 Page 1 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-i4i HOTvy6gTuCCUolUfUprtmjdAxrrskJrcrP5zRpOq I 2-0-0 2-0-0 Scale=1:22.0 1 7 1.5x4 I I I 1 2 4x8 = ■fffffffffffff�- drm A IrI " 4x4 = °° N ,/ ■„ B d sf.ViLi 4. 12 4 1 65 3x4 = 3x6 I I 2-0-0 2-0-0 Ilate Offsets(X,V)-- [3:0-1-12,0-2-0] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 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 (RoofSnow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 4-5 >999 240 DL 11.0 Rep Stress Incr NO WB 0.10 Horz(CT) -0.00 8 n/a n/a LL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:18 Ib FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, T CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800E 2.1 E OTHERS 2x4 DF No.1&Btr I EACTIONS. (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) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-5=-648/62,4-8=-40/517,3-8=-564/346 EBS 3-5=-305/323 OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 )Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. f [} P R Q�r *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide cS will fit between the bottom chord and any other members. r.,-S. - G I NE-F� �4© 6)Refer to girder(s)for truss to truss connections. C� /.- Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ' capacity of bearing surface. $ 2QOPE 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. ,r!' 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 � Ipanel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. OREGON £j Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at 40 I- • ` A. 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. �' 14 2,'°.\t„ 4 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). S� IAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 11,2019 ntimued on nave 2 / A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ` Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek® - is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIPIPIt 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 Ply21367-6S K5964851 67-6S EJ09 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:33 2019 Page 2 I D:BRY3axW kgv6k2 RkzwE hB9dzj VxF-i4i HOTvy6gTuCCUol Uf U prtmjdAxrrskJ rcrP5zRpOq IAD 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=-i35(F=-63)-to-3—146(F—74) I a 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. 1! MIME Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not Milta truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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,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 21367-6S K5964852 67-6S EJ10 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:34 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-AGGfbowat8blpM3?JCAjL2PxT1 WAal8uYVLOxXzRpOp I 2-0-0 111 2-0-0 Scale=1:22.0 1 7 1.5x4 I I I1 2 4x8 = o 9 N 4x4 = 0 cv immilill ' MM: ■i♦/ 8 O O 12 4 1 65 3x4 = 3x6 II 2-0-0 2-0-0 late Offsets(X,V)-- [3:0-1-12,0-2-0] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 4-5 >999 240 DL 11.0 Rep Stress Incr NO WB 0.10 Horz(CT) -0.00 8 n/a n/a LL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:18 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, T CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800E 2.1E OTHERS 2x4 DF No.i&Btr IEACTIONS. (Ib/size) 6=109/Mechanical,8=274/0-5-8 Max Horz 6=-123(LC 8) Max Uplift 6=-191(LC 8),8=-268(LC 9) Max Gray 6=553(LC 24),8=622(LC 33) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-5=-648/61,4-8=-39/517,3-8=-600/357 EBS 3-5=-300/318 IOTES- Wind: ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. C���} R Opt, '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 S will fit between the bottom chord and any other members. �Cn AG I N Ezh f© 6)Refer to girder(s)for truss to truss connections. T IBearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verifyt-�r� r�r^y '$C capacity of bearing surface. c 7G(}V t-E Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 191 lb uplift at joint 6 and 268 lb uplift at joint 8. 9)This truss has been designed for a moving concentrated load of 250.OIb live and 250.01b dead located at all mid panels and at all '" Ipanel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. "7,, ORE�G Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)208 lb down and 68 lb up at ti ' fit" ,, 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. /� 14, 2° �"�- 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). y Ry IAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 11,2019 raiiiiiiw ...... 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 mit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 Truss Truss Type Qty Ply 21367-6S K5964852 t 67-6S EJ10 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:34 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-AGGfbowat8blpM3?JCAjL2PxT1 WAal8uYVLOxXzRpOp IAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) Vert:3=-164 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 : NM=A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mff-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ^ a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S K5964853 367-6S EJ11 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:34 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-AGGfbowatsblpM3?JCAjL2PxT1 WAaIAuYVLOxXzRpOp I 2-0-0 2-0-0 Scale=1:22.0 1 7 1.5x4 II 1 2 4x8 = I 9 II 4x4odC' 'm eJ I ►iVA- 6 m i ME 9 12 4 I 6 5 3x4 = 3x6 2-0-0 I 2-0-0 late Offsets(X,V)-- [3:0-1-12.0-2-0] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc I/deft Ltd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 4-5 >999 240 DL 11.0 Rep Stress Incr NO WB 0.10 Horz(CT) -0.00 8 n/a n/a CLL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:18 Ib FT=20 CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.i&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800E 2.1 E OTHERS 2x4 DF No.1&Btr IEACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-121(LC 8) Max Uplift 6=-i88(LC 8),8=-239(LC 9) Max Gray 6=553(LC 24),8=585(LC 33) RCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-5=-648/60,4-8=-38/517,3-8=-563/336 EBS 3-5=-294/311 gOTES- MWFRS Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right expoed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �Ce. '� �} P R OP: *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 4 will fit between the bottom chord and any other members. �-V �XAG I N4. f� 6)Refer to girder(s)for truss to truss connections. Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �4 ' ' capacity of bearing surface. 1:t' w 92 EQP':: Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 188 lb uplift at joint 6 and 239 lb uplift at - 0r,l .P. 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. I ) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. OREGON (o ) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at tit CC 1- 4 N.` IC 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. /h'��'4); 14, 2.° "'}- 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ' AD CASE(S) Standard R A t O.- Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 11,2019 ntinued on Daae 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED 7N1TEK REFERENCE PAGE Mf1-7473 rev.10/03/2015 BEFORE USE. mitmitDesign valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall `� building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iw iTeke is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPDQuality Criteria,DSB-89 and BCSI Building Component gnaw 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 21367-6S K5964853 I67-6S EJ11 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:34 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-AGGfbowat8bipM3?JCAjL2PxT1 WAaIAuYVLOxXzRpOp IAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) IVert:3=-82 Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=-63)-to-3—146(F=-74) I I I I I I I I I I I I I I / WARNING•Verify design parameters and READ NOTES ON THfS AND INCLUDED MfTEK REFERENCE PAGE Mtt-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 MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?P/7 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. maimQuality Criteria,OSB-89 and BCS/Building Component Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S K5964854 367-6S EJ12 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:35 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-eTg2p8xCeRjcRVeStvhyuGy6DRsoJIS1n95yTzzRpOo 1 I 2-0-0 2-0-0 Scale=1:22.0 1 7 1.5x4 II 1 2 4x8 = I lir 9 ' o M9 i " o 4x4 = m N i♦/ ■,_, 8 i iHINO , 12 4 1 65 3x4 = 3x6 I I 2-0-0 2-0-0 late Offsets(X,V)-- [3:0-1-12,0-2-0] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 CCDL 11,0 Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 LL 0.0 Rep Stress Incr NO WB 0.10 Horz(CT) -0.00 8 n/a n/a DL g,0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:18 lb FT=20% LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr IEACTIONS. (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) RCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-5=-648/59,4-8=-37/517,3-8=-563/331 EBS 3-5=-288/306 OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 IProvide adequate drainage to prevent water ponding. { This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �f��Ei PR( fix 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 will fit between the bottom chord and any other members. �� �G I N fO 6)Refer to girder(s)for truss to truss connections. Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ��t/ { capacity of bearing surface. 8920t}PE 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 250.01b 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. I Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. OREGON (� ) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at 1b` 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. < }' 4 © - 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 'I AD CASE(S) Standard RRI l Dead+Snow(balanced):Lumber lncrease=1.15,Plate lncrease=1.15 EXPIRES: 12-31-2019 ntinued on Daae 2 April 11,2019 I WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERENCE PAGE Mtt-7473 rev.Y0703/20Y5 BEFORE USE. intDesign valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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 iTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Safe 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S K5964854 67-6S EJ12 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 S Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:35 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-eTg2p8xCeRjcRVeStvhyuGy6DRsOJIS1 n95yTzzRpOo IOAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) IVert:3=-82 Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=-63)-to-3=-146(F=74) I I I I I I I I I HI I I I 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERENCE PAGE Mi1-7473 rev.10/03/2015 BEFORE USE. t Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M�MIR*.is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Sa250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,AlexandriaAN,VA UTP22314/i Qulity Criteria,OSB-89 and BCSI Building Component mom. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S K5964855 367-6S EJ13 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:36 2019 Page 1 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-6f0Q0UxgPIrT3fDNRcCBRTVGyrCd2CjB?pqV?QzRpOn I 200 H 2-0-0 Scale=1:22.0 1 7 1.5x4 II 1 2 4x8 = I ■:�=■■ ori 9 cS, 4x4 = m N M 8 O 12 4 1 65 3x4 = 3x6 I I 2-0-0 2-0-0 late Offsets(X,Y)-- [3:0-1-12,0-2-0] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 (Roof Snow=25 0) Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 DL 11,0 Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 LL 0.0 Rep Stress Incr NO WB 0.10 Horz(CT) -0.00 8 n/a n/a DL 9.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, IOT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1 E OTHERS 2x4 OF No.1&Btr I EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-i17(LC 8) Max Uplift 6=-183(LC 8),8=-233(LC 9) Max Gray 6=553(LC 24),8=585(LC 33) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-5=-648/58,4-8=-36/517,3-8=-563/326 EBS 3-5=-282/300 OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. op P R e.Q/z *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide `� NG e /® will fit between the bottom chord and any other members. 'l 6)Refer to girder(s)for truss to truss connections. C.} �/ Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �✓ 't, I capacity of bearing surface. 89200PE Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 183 lb uplift at joint 6 and 233 lb uplift at joint 8. 9)This truss has been designed for a moving concentrated load of 250.OIb live and 250.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. I Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. OREGO /1/ ) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at 4. -'.7 �a' ' hs. 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 2. "j- 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). � 4' 0°' AD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 RR4t_1- EXPIRES: 12-31-2019 April 11,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notPAIII 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 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 ANSUTPl1 Quality Criteria,OSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S il K5964855 367-6S EJ13 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:36 2019 Page 2 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-6f000UxgPIrT3fDN RcCBRTVGyrCd2CjB?pqV?QzRpOn OAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(lb) 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 I I I I I WARNING-Verify design parameters and READ NOTES ON TNIS AND INCLUDED MtTEK REFERENCE PAGE M11-7473 rev.!0/03J20Y5 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 IY1 Mak' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. mewQuality Criteria,DSB-89 and BCS/Building Component Corona,CA 92880 b367-6S Truss EJ14 Truss Type SPECIAL Qty Ply 21367-6S 2 1 K5964856 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:36 2019 Page 1 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-6f000UxgPIrT3fDNRcCBRTVGyrCd2C1B?pqV?QzRpOn 2-0-0 l 2-0-0 Scale=1:22.0 1 1.5x4 II 2 4x8 = 1I i ,o 9JiI :4z= r N o 12 4 i 6 5 3x4 = 3x6 1 I 2-0-0 2-0-0 LADING te Offsets(X,Y)-- [3:0-1-12,0-2-0] (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP 1 TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 1 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 0 Rep Stress Incr NO WB 0.09 Horz(CT) -0.00 8 n/a n/a IcDL GLL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:18 Ib FT=20% CDL 9.0 LUMBER- BRACING- IfP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, T CHORD 2x4 DF No.1&Btr except end verticals. 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-116(LC 8) Max Uplift 6=-180 LC 8),8=-230 LC 9) Max Gray 6=553(LC 24),8=585(LC 33) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-5=-648/57,4-8=-35/517,3-8=-563/321 EBS 3-5=-277/294 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)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 IProvide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. { P R 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 L will fit between the bottom chord and any other members. ��C3 �UI N,e�� /o 6)Refer to girder(s)for truss to truss connections. IBearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ��/ `1? capacity of bearing surface. 89200RE Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 180 lb uplift at joint 6 and 230 lb uplift at ) =+' joint 8. --.--- 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 � - Ipanel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. OREGON Lt/ Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at z-- 4p (ANY` A 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 2- '�— 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 4' AD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15I EXPIRES: 12-31-2019 April 11,2019 mit A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' 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 IPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S illK5964856 367-6S EJ14 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:36 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-6f000UxgPIrT3fDNRcCBRTVGyrCd2CIB?pqV?QzRpOn LOAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) Vert:3=-82 Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2-135(F-63),2=-135(F=-63)-to-3=-146(F=-74) I I I I I I 1 r Hi I I I I 1 : MIME 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 1 V i iTek 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 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 21367-6S K5964857 367-6S EJ15 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:37 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-aryoEgyTA3zKgpna_KkQzhlRiFXrnf7KETa3YszRpOm 2-0-0 2-0-0 Scale=1:22.0 I7 1.5x4 II 1 2 4x8 = I r, 0 i 90 IIII4x48 = N/11111111111111111 ,_, i o 0 ■ 12 4 1 65 3x4 = 3x6 II 2-0-0 2-0-0 late Offsets(X,Y)-- [3:0-1-12,0-2-0] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 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 'CDL 11.0 Rep Stress Incr NO WB 0.09 Horz(CT) -0.00 8 n/a n/a CLL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:19 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1 E OTHERS 2x4 DF No.1&Btr I EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-108(LC 8) Max Uplift 6=-167(LC 8),8=-218(LC 9) Max Gray 6=553(LC 24),8=585(LC 33) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-5=-648/54,4-8=-30/518,3-8=-563/300 EBS 3-5=-253/269 OTES- Wind:ASCE 7-10;VuIt=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 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. CI��U �� *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 S`. will fit between the bottom chord and any other members. `CO GI N /®' 6)Refer to girder(s)for truss to truss connections. IBearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify JL4 S7t, capacity of bearing surface. $9200PE Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 167 lb uplift at joint 6 and 218 lb uplift at joint 8. .4111114. ,OT• 9)This truss has been designed for a moving concentrated load of 250.0Ib live and 250.01b dead located at all mid panels and at all Ipanel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. OREGON 4, ) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at L 4 4N� 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. f Y4 '� '4- 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 1 ' � 11 AD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 11,2019 .... mi A wARNtNG-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 WI iTek` Iis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?P/f Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S 0 K5964857 367-6S EJ15 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:37 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-aryoEgyTA3zKgpna_KkQzhlRiFXrnf7KETa3YszRpOm 'OAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) IVert:3=-82 Trapezoidal Loads(plf) Vert:1=-132(F=60)-to-2=-135(F=-63),2=-135(F=-63)-to-3=146(F=-74) I I I I I I I 1 1 1 I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MM-7473 rev.10/03/2015 BEFORE USE. ��' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 IYIO Te is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSYTP/1 Quality Criteria,OSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. s. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S 0 K5964858 367-6S EJ16 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:38 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-22WARAz5wM6BIzMmY1 FtWuacSet3W6PUT7Jc41zRpOl I 2-0-0 2-0-0 Scale=1:22.0 i7 1.5x4 I 1 2 4x8 = i11 . .11.1 ocf, o,m ci I I/II 4x4 = T' i ,/ 8 0 o rM■ 12 4 61 = 5 3x6 I I 2-0-0 2-0-0 Ilate Offsets(X,V)-- [3:0-1-12,0-2-0] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Lid I PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 CDL 11.0 Rep Stress Incr NO WB 0.08 Horz(CT) -0.00 8 n/a n/a CLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:19 lb FT=20% CDL 9.0 LUMBER- BRACING- 1OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr I EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-107(LC 8) Max Uplift 6=-164(LC 8),8=214(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-5=-648/54,4-8=-29/518,3-8=-563/294 EBS 3-5=-247/263 OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. I This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.* } P R or - 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 x, t will fit between the bottom chord and any other members. �Cj GI NEE- ." 6)Refer to girder(s)for truss to truss connections. Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 44✓ 'c capacity of bearing surface. $9000PE Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 164 lb uplift at joint 6 and 214 lb uplift at joint 8. dall7.-/' 9)This truss has been designed for a moving concentrated load of 250.0lb live and 250.0Ib dead located at all mid panels and at all -- panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. i Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. OREGON ((/ ct- ) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at � � a\�` 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 2, 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). '� >��` AD CASE(S) Standard RRLLi- Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 11,2019 ntinued on Daae 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 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 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 MtTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?PI1 Oualiry Criteria,DSB-89 and BCS/Building Component =en Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 1 b Truss Truss Type Qty Ply 21367-6S K5964858 367-6S EJ16 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:38 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-22WARAz5wM6BIzMmY1 FfWuacSet3W6PUT7Jc41zRpOl I OAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) Vert:3=-82 Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=135(F=-63)-to-3=-146(F=-74) I II 1 I I I I I I , II I I I 1 AWAANING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mt1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?PIf 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 =wee. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S K5964859 367-6S EJ17 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:38 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-22WARAz5wM6BIzMmY1 FfWuacSet3W6RUT7Jc41zRpOl I I 2-0-0 2-0-0 Scale=1:22.0 I 1.5x4 II 7 1 2 4x8 = I ■ ,o 0 4x4 = cu lUlL ,_, 8 ikraIIIIIII o , 12 4 I 65 3x4 = 3x6 II 2-0-0 2-0-0 111late Offsets(X,Y)-- [3:0-1-12,0-2-0] 0ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 CDL 11.0 Rep Stress Incr NO WB 0.08 Horz(CT) -0.00 8 n/a n/a CLL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:191b FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr IOT CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. EBS 2x4 DF Stud/Std`Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800E 2.1E OTHERS 2x4 DF No.1&Btr I EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6—105(LC 8) Max Uplift 6=-i61(LC 8),8=-211(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-5=-648/53,4-8=-28/518,3-8=-563/289 EBS 3-5=-241/257 1OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 IProvide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ry } R��� 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 �(,will fit between the bottom chord and any other members. SCO AGI N1' Al /© 6)Refer to girder(s)for truss to truss connections. '7 rp IBearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify/ fC capacity of bearing surface. 89200PE 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 '. - -- panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. I0 CC Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ,t_OREGtN (,G{ ) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up attx ', 9 4\ 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 'Z �- 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 4' �� �RRtL�- AD CASES) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 11,2019 iiiiiiiii A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not MI a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S 0 K5964859 367-6S EJ17 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 3 Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:38 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-22WARAz5wM6BIzMmY1 FfWuacSet3W6RUT7Jc41zRpOl 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=-135(F=-63)-to-3=-146(F=-74) I I I 1 I I I I I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MtTEK 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 MiTek'building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 'y{iTer 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 ANSIITPlf Qua250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314lity Criteria,DSB-89 and BCSI Building Component UNMOOR. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S K5964860 367-6S 111 EJ18 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:39 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-W E3YeW-jhgE2w7xy6lmu267nC2DIFYidhn39clzRpOk I 2-0-0 2-0-0 Scale=1:22.0 i1.5x47 II 1 2 4x8 = I IIMM co 00 rn7 1IIL44 = 111 a„ 8 G , p�.. 12 4 I 65 3x4 = 3x6 II 2-0-0 2-0-0 LADING te Offsets(X,V)-- [3:0-1-12,0-2-0] (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 CDL 11.0 Rep Stress Mar NO WB 0.08 Horz(CT) -0.00 8 n/a n/a CLL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:20 lb FT=20% CDL 9.0 LUMBER- BRACING- 1OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800E 2.1E OTHERS 2x4 DF No.1&Btr I EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-103(LC 8) Max Uplift 6=-157(LC 8),8=-208(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-5=-648/52,4-8=-27/518,3-8=-563/283 EBS 3-5=-235/251 OTES- Wind:ASCE 7-10;VuIt=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 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. 1 �} P fi � *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide L 61 will fit between the bottom chord and any other members. �C3 NE'N,� , /2 6)Refer to girder(s)for truss to truss connections. IBearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ��/ capacity of bearing surface. 89200P Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 157 lb uplift at joint 6 and 208 lb uplift atihop� joint 8. 0, •: 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 ! Ipanel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. OREGON 10 ) 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 \�` 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). g��4' ©0 AD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.II° 15 EXPIRES: 12-31-2019 April 11,2019 'nued on naae 2 Ai WARNING-Verity design parameters and AEAD NOTES ON THIS AND tNCLUDED MtTEK 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 p building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing N1 aTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/1 Quality memCriteria,OSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S ill K5964860 367-6S EJ18 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:39 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-W E3YeW_jhgE2w7xy6lmu267nC2DIFYidhn39clzRpOk IOAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) IVert:3=-82 Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=135(F=63)-to-3=-146(F=-74) I I I I I I I I 1 I I I I I IA WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. woo Design 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 !Alibi(' is always required for stability and to prevent collapse with 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/t Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S 0 K5964861 367-6S EJ19 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:40 2019 Page 1 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-_Qdxss?LS_MvXH W9gSH7bJfyySZX_?_mwRoj9BzRpOj 2-0-0 I 2-0-0 Scale=1:22.0 I1.5x4 II 7 1 2• 4x8 = I O- -9 0 . 1 IIi :s4 =■ 9 O O ANIER�� 12 4 I 65 3x4 = 3x6 I I 2-0-0 2-0-0 LADING te Offsets(X,Y)-- [3:0-1-12.0-2-0] (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 CDL 11.0 Rep Stress Incr NO WB 0.08 Horz(CT) -0.00 8 n/a n/a CLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:20 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr l 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) IRCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-5=-648/51,4-8=-26/518,3-8=-563/278 NOTES- 0 Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. 0 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide t��� {0 ,F g. will fit between the bottom chord and any other members. tt s Refer to girder(s)for truss to truss connections. �GJ �� I N R /0 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �G^ -�j capacity of bearing surface. 17 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 154 lb uplift at joint 6 and 204 lb uplift at C ' 92.O P' joint 8. This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at allAlle,' . panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. III Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. © ( Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at q-OREGON X11,;; 1-9-12 on topchord. The design/selection of such connection device(s)is the responsibility of others. �` 9 P tYL" "47 '1 IC 2) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front F orback B. �' d PP O O © p. j 4, `, �"�` AD CASE(S) Standard 'c: t 12+- EXPIRES: �, 111 Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase-1.15 Uniform Loads(plf) x ARES: 12-31-2019 Vert:4-6=-18 April 11,2019 ntinued on Daae 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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/TPII Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S K5964861 367-6S EJ19 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:40 2019 Page 2 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-_Qdxss?LS_MvXHW9gSH7bJfyySZX_?_mwRoj9BzRpOj IOAD 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) 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 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 T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IYI i Te is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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,Sate 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type Qty Ply 21367-6S I K5964862 67-6S EJ20 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:40 2019 Page 1 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-_Qdxss?LS_MvXH W9gSH7bJfyySZW_?OmwRoj9BzRpOj 2-0-0 2-0-0 Scale=1:22.0 1.5x4 I I 7 1 2 4x8 = -I/1114 �=, 9 0 m7 M ;9 m 4X4 = N„ 8 I O O �� 12 4 1 6 5 3x4 = 3x6 II 2-0-0 2-0-0 late Offsets(X,V)-- [3:0-1-12.0-2-0] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 DL 11.0 Rep Stress Incr NO WB 0.08 Horz(CT) -0.00 8 n/a n/a LL 0.0 ' Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:20 lb FT=20% DL 9.0 LUMBER- BRACING- tTOPT P CHORD 2x4 DF No.1&Btr CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, T CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* 7-8:2x6 DF 1800E 2.1 E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF No.1&Btr 11 ACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-99(LC 8) Max Uplift 6=-150(LC 8),8=-201(LC 9) Max Gray 6=553(LC 24),8=585(LC 33) 11 RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-5=-648/51,4-8=-25/518,3-8=-563/272 NOTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; 11 MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide0 �a C} P}��fi4 t� will fit between the bottom chord and any other members. \4 Refer to girders)for truss to truss connections. IN cS/ CoGJ 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify C~ � '7 �., capacity of bearing surface.I �t n 7... Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 150 lb uplift at joint 6 and 201 lb uplift at 89200 joint 8. This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. �+..,,, �_' )Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ` Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at OREGON 4.1 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. CZ- Lam'�j Q�tx �. In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 4 }" 14: 2 jr r AD CASE(S) Standard 4/4C.!)I -- Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:4-6=-18 EXPIRES: 12-31-2019 ntinued on Daae 2 April 11,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MIMI building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing Milek` 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 ANSIITPII Quality Criteria,OSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type Qty Ply 21367-6S illb K5964862 367-6S EJ20 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:41 2019 Page 2 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-TdBJ3C?zDHU19Q5LDAoM8XC7isvljSGw95YGhdzRpOi FAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-82 Trapezoidal Loads(plf) IVert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=-63)-to-3=-146(F=74) I I I I I 1 I I I I I I 1 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mi1-7473 rev.10/03/2015 BEFORE USE.component,valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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 BCSI Building Component mum 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 21367-6S K5964863 67-6S EJ21 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:41 2019 Page 1 I D:BRY3axW kgv6k2 RkzwE hB9dzj VxF-Td BJ 3C?zD H U I9Q5LDAoM8XC7isvljS 1w95YG hdzRpOi I 2-0-0 2-0-0 Scale=1:22.0 I 1.5x4 II 7 1 2 4x8 = o 00 m N M ' 9 O O !All 4x4 = M OM „ 8 0 �■ o 12 4 I 65 3x4 = 3x6 I I 2-0-0 I 2-0-0 110 ate Offsets(X,Y)-- [3:0-1-12.0-2-0] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 DL 11.0 Rep Stress lncr NO WB 0.07 Horz(CT) -0.00 8 n/a n/a LL 0.0 * Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:20 lb FT=20% DL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, T CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800E 2.1E OTHERS 2x4 DF No.1&Btr EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-97(LC 8) Max Uplift 6=-147(LC 8),8=-i97(LC 9) Max Gray 6=553(LC 24),8=585(LC 33) IRCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-5=-648/50,4-8=-24/518,3-8=-563/266 NOTES- 4 Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.0 P rF *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 pe fit between the bottom chord and any other members. (� ���- cS� ' Refer to girder(s)for truss to truss connections. Cj 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify C?� ' ' ©� capacity of bearing surface. �/ S' Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 147 lb uplift at joint 6 and 197 lb uplift at 8920�PE { joint 8. This truss has been designed for a moving concentrated load of 250.OIb live and 250.01b dead located at all mid panels and at all ,r „00"---;.---: ,,,f panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ' - • 440 � ,,, )Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up atOREGONAt 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. ��` In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 0r�y� 14, 2°0.‘'C AD CASE(S) Standard a+'l{R 4 - Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) EXPIRES: 12-31-2019 Vert:4-6=-18 April 11,2019 ntinued on nage 2 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ;/� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi 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 Truss Truss Type Qty Ply 21367-6S K5964863 1167-6S EJ21 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:41 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-TdBJ3C?zDHU19Q5LDAoM8XC7isvIjSIw95YGhdzRpOi AD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-82 Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-i35(F=-63)-to-3=-146(F—74) I I I I I I I I I I I I 1 I MIMI®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. MI Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 ANSITP11 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 21367-6S ilb K5964864 367-6S EJ22 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 S Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:42 2019 Page 1 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-xplhHYOb_bccnagXntJbgklISG F_Sva30kHpD3zRpOh 2-0-0 2-0-0 Scale=1:22.0 I 1 1.5x42 II 7 4x8 = PilL ►1 8 0 0 12 4 1 6 3x4 = 5 3x6 II 2-0-0 2-0-0 ate Offsets(X,Y)-- [3:0-1-12,0-2-0] 1110 TCLL ADING (psf25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 ILLDL 11,0 Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 CLL 0.0 * Rep Stress Incr NO WB 0.07 Horz(CT) -0.00 8 n/a n/a 0.0 * DL 9,0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:20 lb FT=20% LUMBER- BRACING- toOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, T CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1 E OTHERS 2x4 DF No.1&Btr I EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-96(LC 8) Max Uplift 6=-143(LC 8),8=-194(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) ItRCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-5=-648/49,4-8=-22/518,3-8=-562/260 NOTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. —' II *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will PR � � will fit between the bottom chord and any other members. Refer to girder(s)for truss to truss connections. C-- G I I�e R 4,-, 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Q? capacity of bearing surface.0 4J o -p Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 143 lb uplift at joint 6 and 194 lb uplift atszt 89200P E joint 8. This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. )Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at -9 (���®� 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. ,L. 4,In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). r6 �'1)- 142, 4 ' AD CASE(S) Standard '�/ �R I�l 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 ntiniled nn nave 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 are an building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" mg 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?Pl1 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 21367-6S K5964864 367-6S EJ22 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:42 2019 Page 2 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-xpIhHYOb_bccnagXntJbgkl ISG F_Sva3OkHpD3zRpOh 110 AD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-82 Trapezoidal Loads(plf) IVert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=-63)-to-3=-146(F=-74) I I I i I I 1 1 I I I I 1 I 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Nuir Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 M iTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 11 b Truss Truss Type Qty Ply 21367-6S K5964865 I 367-6S EJ23 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:43 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-P?J3Ut1 DIvkTOkFjLaggDyHTBfaDBMsDc01 NIWzRpOg I 2-0-0 2-0-0 Scale=1:22.0 1.5x4 1 2 7 4x8 = III . 1111111111 1 0 0 8?N M O 9 1/111 4X4 = 9 B o O ►�■ 12 4 63x4 = I 5 3x6 2-0-0 2-0-0 Llate Offsets(X,Y)-- [3:0-1-12.0-2-0] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 ICDL 11.0 Rep Stress Incr NO WB 0.07 Horz(CT) -0.00 8 n/a n/a CLL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:20 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btrto TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, T CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr I EACTIONS. (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) 111 RCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-5=-648/49,4-8=-21/518,3-8=-562/254 NOTES- IIWind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.11;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � f P R �� *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide t} G will fit between the bottom chord and any other members.0 , t� Refer to girder(s)for truss to truss connections. `� >Q 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify C� /fj capacity of bearing surface. ��✓ Qt Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 140 lb uplift at joint 6 and 190 lb uplift at 89200P E in8. This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ` )Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. t Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at As ,14,1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. b` In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 0 CC �i l�ij i 2.0 fi OAD CASE(S) Standard E�R �- Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(p1f) EXPIRES: 12-31-2019 Vert:4-6=-18 April 11,2019 ntinued on owe 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 t a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` mi 250 Klug Circle is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIrTP/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 b Truss Truss Type Qty Ply 21367-6S K5964865 367-6S EJ23 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 3 Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:43 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-P?J3Ut1 DIvkTOkFjLaggDyHTBfaDBMsDcO1 NIWzRpOg OAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-82 Trapezoidal Loads(plf) iVert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=-63)-to-3=-146(F=-74) I I I I I I I I I I 1 I III 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 MiTekSt connectors.This design is based only upon parameters shown,and is for an individual building component,notMil' a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MNiek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/tPII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S K5964866 67-6S EJ24 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:43 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-P?J3Ut1 DIvkTOkFjLaggDyHTBfaCBMuDcO1 NIWzRpOg I 2-0-0 2-0-0 Scale=1:22.0 1.5x4 II I 1 2 74x8 = II i NMI o- 0 N *:g m 4x4 = d'11/11 a o �■„ 8 12 4 63x4 = i5 3x6 II 2-0-0 2-0-0 ate Offsets(X,V)-- [3:0-1-12.0-2-0] ADI NG (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 11.0Rep Stress Incr NO WB 0.07 Horz(CT) -0.00 8 n/a n/a IDL LL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:21 lb FT=20% DL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btrto TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, T CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-92(LC 8) Max Uplift 6=-136(LC 8),8=-186(LC 9) Max Gray 6=553(LC 24),8=585(LC 33) 111 RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-5=-648/48,4-8=-20/518,3-8=-562/248 NOTES- 0 Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.0 �� PRF *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� Refer to girder(s)for truss to truss connections. �Gj� N�? N� � �0 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify C,} T �j 2 I capacity of bearing surface. m/ '?t"_ Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 136 lb uplift at joint 6 and 186 lb uplift at11 joint 8. - This truss has been designed for a moving concentrated load of 250.01b live and 250.0Ib dead located at all mid panels and at all • panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. _/ (4111P" ) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11( 40 It Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up atq_OREGON 14,t1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. - '1 �� , In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). f0 l'fr 14� 'i.4 t....4AD CASE(S) Standards R`� Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) EXPIRES: 12-31-2019 Vert:4-6=-18 April 11,2019 ntinued on oaae 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MlTEK 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 �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 i/p,.kit is always required for stability and to prevent collapse with 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 SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type Qty Ply 21367-6S K5964866 167-6S EJ24 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 8 Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:43 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-P?J3Ut1DIvkTOkFjLaggDyHTBfaCBMuDcO1 NIWzRpOg IAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-82 Trapezoidal Loads(plf) iVert:1=-132(F=-60)-to-2=-135(F=-63),2=135(F=63)-to-3=-146(F=-74) 1 I I I I I I 1 I I I I I I t -- ' A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2075 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 �A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1'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 ib Truss Truss Type Qty Ply 21367-6S K5964867 367-6S EJ25 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:44 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-tBtRiD2sWCsKOugwvl M319gex3wRwpAMr2mwlyzRpOf 1 2-0-0 2-0-0 Scale=1:22.0 1 1 1.5x42 7 4x8 = ill . EMI 1 0 N N O I 9 N III 4x4 = 944 , 8 o I MN 11111.111.1L 0 i 12 4 1 65 3x4 = 3x6 I I 2-0-0 2-0-0 Ilate Offsets(X,Y)-- [3:0-1-12,0-2-0] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 IDL CLL 11.0 Rep Stress Incr NO WB 0.07 Horz(CT) -0.00 8 n/a n/a 0.0 Code IBC20151TPI2014 9.0 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:21 lb FT=20% CDL LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800E 2.1E OTHERS 2x4 DF No.1&Btr I EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-90(LC 8) Max Uplift 6=-132(LC 8),8=-183(LC 9) Max Gray 6=553(LC 24),8=585(LC 33) IRCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-5=-648/47,4-8=-19/518,3-8=-562/242 NOTES- 0 Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.0 1^� This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �tJ PROpp, will fit between the bottom chord and any other members. ..� � t� Refer to girder(s)for truss to truss connections. co ‘,,GINE 'T / 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify C?\ tY ©.I, capacity of bearing surface. _Gt "PI. 111 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 132 lb uplift at joint 6 and 183 lb uplift at 89200 P joint 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 „_X panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ` Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 4 L. �` 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 4r 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. L- 'Pr '''..v' h*. In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). '' }' 14, 2P `\-- AD CASE(S) Standard 't R A t -,"' Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) EXPIRES. 12-31-2019 Vert:4-6=-18 April 11,2019 ntinued on 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' mit 250 Klug Circle is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI TP/1 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 b Truss Truss Type Qty Ply 21367-6S K5964867 367-6S EJ25 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:44 2019 Page 2 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-tBtRiD2s WCsKOugwvl M319gex3wRwpAMr2mwlyzRpOf TOAD 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 I I 1 1 I I : MN=A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi 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/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 Truss Truss Type Qty Ply 21367-6S K5964868 67-6S EJ26 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 a Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:45 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-LORgvZ2UHW_Be2P6S?tl INNphTGgfHR W4iW UgOzRpOe I I 2-0-0 2-0-0 Scale=1:22.0 1 1 1.5x42 7 4x8 = N O N d1 -9 M W i I' : iii : IIIo 0 !ice 12 4 i 6 5 3x4 = 3x6 I I 2-0-0 2-0-0 ate Offsets(X,Y)-- [3:0-1-12,0-2-0] ID ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 DL 11.0 Rep Stress Ina NO WB 0.06 Horz(CT) -0.00 8 n/a n/a LL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:21 lb FT=20% DL 9.0 LUMBER- BRACING- P CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, T CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr IACTIONS. (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) IIRCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-5=-648/47,4-8=-18/518,3-8=-562/236 NOTES- 0 Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0 *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 Opp. s will fit between the bottom chord and any other members. Refer to girder(s)for truss to truss connections. c.;. A?G t 14 -. /® 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify C. capacity of bearing surface. 441 �'9 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 129 lb uplift at joint 6 and 179 lb uplift at 4 89200 P E r joint 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 4,� panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 41011P )Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at y OREGON j j A 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. - Nb` In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). /6 x'44. 1 4 2n,° ' - � AD CASE(S) Standard r a„. R 4 L' I Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) EXPIRES: 12-31-2019 Vert:4-6=-18 April 11,2019 ntinued on Daae 2 At WARNING-Verify design parameters and READ NOTES ON THIS AND fNCLUDED M1TEK REFERENCE PAGE Mf(-7473 rev.70103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,note a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component ...1.1250 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 21367-6S K5964868 367-6S EJ26 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:45 2019 Page 2 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-LORgvZ2UH W_Be2P6S?tIINNphTGgfH RW4i W UgOzRpOe 111OAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-82 Trapezoidal Loads(plf) iVert:1-132(F=-60)-to-2=-135(F=-63),2=-135(F=-63)-to-3=-146(F=-74) I i I I 1 I t 1 I I 1 I 1 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. NowDesign valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mil®k° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI TPII Quality Criteria,DSB-89 and BCS/Building Component 250 Rug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S K5964869 367-6S 0 EJ27 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:45 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-LORgvZ2UHW_Be2P6S?tl INNphTGgfHTW4i W UgOzRpOe I I 2-0-0 2-0-0 Scale=1:22.0 1 1.5x4 1 2 7 4x8 = I o 9C O CJ O i ; ,9 of IFAII 4x4 = m B 0 111 i I, MUMS 4 12 4 1 66 3x4 = 3x6 I I 2-0-0 2-0-0 lolate Offsets(Xy)-- [3:0-1-12.0-2-0] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 DL 11.0 Rep Stress Ina NO WB 0.06 Horz(CT) -0.00 8 n/a n/a CLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:21 lb FT=20% DL 9.0 LUMBER- BRACING- P CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, T CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1 E OTHERS 2x4 DF No.1&Btr EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-87(LC 8) Max Uplift 6=-125(LC 8),8=-175(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) 11RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-5=-648/46,4-8=-17/518,3-8=-562/229 NOTES- 0 Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0 *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 t1 [} PfiC will fit between the bottom chord and any other members. -c,(G;c` �N SOS N � Refer to girder(s)for truss to truss connections. 0, L. 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Com` '%' "7 0j capacity of bearing surface.0 �✓ y Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 125 lb uplift at joint 6 and 175 lb uplift at4. g9L �}F'E f joint 8. This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all llr/ panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 4)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 1-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 1. fib` �. In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). f� }' f 4 ZQe. , AD CASE(S) StandardR Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) EXPIRES; 12-31-2019 Vert:4-6=-18 April 11,2019 ntinued on oaae 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekSi connectors.This design is based only upon parameters shown,and is for an individual building component,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 pA building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IVIiTek' 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 BCS/Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S K5964869 367-6S EJ27 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:45 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-LORgvZ2UH W_Be2P6s?tl I N NphTGgfHTW4jWUgozRpOe 110AD 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) 1 I I I I I I I I I I I I I I WAANING-Verify design parameters and READ NOTES ON TN1S AND INCLUDED MtTEK REFERENCE PAGE Mtt-7473 rev.YO/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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 ANSUTPIf 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 22314mew. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S 111 K5964870 367-6S EJ28 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:46 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-pa_C6v362p62FCz10jOXrav_RtcuOkmf1MF1 MrzRpOd II 2-0-0 2-0-0 Scale=1:22.0 1.5x4 II I 1 2 7 4x8 = I co m o N T c0 c0 i 7 .9FA m II4x8 4 = w ■�/ 0 I i o . ■ 12 4 1 6 5 3x4 = 3x6 2-0-0 2-0-0 late Offsets(X,Y)-- [3:0-1-12.0-2-0] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP 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 IFDL 11.0 Rep Stress Incr NO WB 0.06 Horz(CT) -0.00 8 n/a n/a LL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:21 lb FT=20% DL 9.0 LUMBER- BRACING- P CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, T CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr IEACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=85(LC 8) Max Uplift 6-121(LC 8),8=-171(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) IRCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-5=-648/46,4-8=-15/518,3-8=-562/223 NOTES- 0 Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0 This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ''S �� r � s will fit between the bottom chord and any other members. Refer to girder(s)for truss to truss connections. GIN . /07)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify c...3. capacity of bearing surface.4 114 'y� 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 f joint 8. This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. T'" ---{ Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at y OREGON t, 1 -9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. �� lP hut' In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ,d '41i'' 14, 2, t - AD CASE(S) Standard '� R R`��, 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 o 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 Wield)connectors.This design is based only upon parameters shown,and is for an individual building component,not �q a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall A 1. building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing VbTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding theI fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI TP/1 Quality Criteria,DSB-89 and 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 21367-6S 0 K5964870 367-6S EJ28 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 8 Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:46 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-pa_C6v362p62FCz10joXrav_RtcuOkmflMF1 MrzRpOd IIIOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-82 Trapezoidal Loads(pif) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=-63)-to-3=-146(F=-74) I I I I I I I I 1 I I I 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 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. mon Criteria,DSB-89 and BCS/Building Component Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S 1<5964871 367-6S FG01 SPECIAL 1 L e� Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:47 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-HmYaKF4kp7EvtLYVaQvmNoSAdH_Q78xoX0?auHzRpOc 2-10-8 5-9-0 2-10-8 2-10-8 Scale=1:19.2 4x4 = 3x4 II 4x4 = 1 2 11 3 12 4 5 1,1111,prI •I 1111111111. W . 13 8 14 7 3x8 = 14 9 I3x4 I I 3x4 I I 2-10-8 5-9-0 2-10-8 2-10-8 I OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) -0.00 8 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.12 Vert(CT) -0.01 8 >999 240 TCDL 11.0 Rep Stress Incr NO WB 0.26 Horz(CT) -0.00 7 n/a n/a CLL 0.0 * Code IBC2015/TPI2014 Matrix-MP Wind(LL) 0.00 8 >999 240 Weight:81 lb FT=20% CDL 9.0 UMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, OT CHORD 2x6 DF 1800F 2.1Eill except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FACTIONS. (lb/size) 9=1606/Mechanical,7=1606/Mechanical Max Horz 9=-80(LC 4) Max Uplift 9=-240(LC 4),7=-240(LC 5) Max Gray 9=1627(LC 16),7=1630(LC 15) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-9=-924/167,2-3=-867/121,3-4=-867/121,4-7=-924/167 EBS 2-8=-187/1186,3-8=-483/72,4-8=-186/1185 111:OTES- 2-ply truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. IWebs connected as follows:2x4-1 row at 0-9-0 oc. All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DL:ASC 7 = 4 *C\1,0 �R�� OS 0 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct-1.10 Provide adequate drainage to prevent water ponding. `COG 1 NE�� f© 6)This truss has been designed for 10.0 psf bottom chord live load nonconcurrent with any other live loads. C? *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide $7 will fit between the bottom chord and any other members. 89204P { Refer to girder(s)for truss to truss connections. �? )Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 240 lb uplift at joint 9 and 240 lb uplift atj/ joint 7. )This truss has been designed for a moving concentrated load of 250.01b live and 250.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. OREGON 1)Girder carries tie-in span(s):23-0-0 from 0-0-0 to 5-9-0 1'e -4 Qat` �, LOAD CASE(S) Standard i 4' u� ' Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 c;R R I �, Uniform Loads(plf) Vert:1-2=-72,2-4=-72,4-5=-72,6-10=-487(F=-469) 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 1 . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall � building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ■.p/JTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 b Truss Truss Type Oty Ply 21367-6S 367-6S FGO1A SPECIAL 1 K5964872 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:47 2019 Page 1 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-HmYaKF4kp7EvtLYVaQvmNoSAdH_G77roX0?auHzRpOc 2-10-8 5-9-0 I 2-10-8 2-10-8 Scale=1:18.3 4x4 = 3x4 II 4x4 = 1 1 2 11 3 12 4 a Ell MI NM 1 11 ..1 • .. 1 Amow. ,i„d____„„„mr .. i. 13 8 14 7 3x8 = I 14 9 6 3x4 II 3x4 I 2-10-8 5-9-0 2-10-8 2-10-8 I OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) -0.00 8 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.12 Vert(CT) -0.01 8 >999 240 TCDL 11.0 Rep Stress Incr NO WB 0.26 Horz(CT) -0.00 7 n/a n/a CLL 0.0 Code IBC2015/TPI2014 Matrix-MP Wind(LL) 0.00 8 >999 240 Weight:80 lb FT=20% CDL 9.0 UMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, OT CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FACTIONS. (lb/size) 9=1606/Mechanical,7=1606/Mechanical Max Horz 9=-76(LC 4) Max Uplift 9=-239(LC 4),7=239(LC 5) Max Gray 9=1626(LC 16),7=1629(LC 15) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=-923/165,2-3=-907/126,3-4=-907/126,4-7=-923/165 EBS 2-8=-189/1212,3-8=-481/75,4-8=-188/1212 OTES- 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. IBottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 t �G PR Qfr TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 � t` '- Provide adequate drainage to prevent water ponding. t%N � O 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �C/ *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide *7 will fit between the bottom chord and any other members. 8924C}PE r� Refer to girder(s)for truss to truss connections. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 239 lb uplift at joint 9 and 239 lb uplift at f � joint 7. )This truss has been designed for a moving concentrated load of 250.01b live and 250.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. REDO j� Girder carries tie-in span(s):23-0-0 from 0-0-0 to 5-9-0 - ' � 4rtb" r� 4 LOAD CASE(S) Standard A, 14' Z + '' Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 ��RIO- EXPIRES: t 4 �, I '41 Uniform Loads(plf) Vert:1-2=-72,2-4=-72,4-5=-72,6-10=-487(F=-469) EXPIRES: - 12 1 9 April 11,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIl-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not mom mita truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MIE** 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 ANSIfTPII 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 it Truss Truss Type Qty Ply 21367-6S 367-6S FGO1 B MONO TRUSS 1 K5964873 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:48 2019 Page 1 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-Iz6yXb5MaRMm VV7h88Q?w??JKgH7se3ymgk8RjzRpOb 5-4-8 5-4-8 0.25 112 Scale=1:19.5 3x4 I I 1 1 4x4 = 5 2 r I I 16 4 3 I3x4 II 4x4 = 5-4-8 5-4-8 ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP LL25.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.01 3-4 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.28 Vert(CT) -0.04 3-4 >999 240 TCDL 11.0 Rep Stress Incr NO WB 0.01 Horz(CT) -0.00 3 n/a n/a ICLLCDL 9.0 Code IBC2015/TPI2014 Matrix-MP Wind(LL) 0.01 3-4 >999 240 Weight:70 lb FT=20% UMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc purlins, ilOT CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. EACTIONS. (lb/size) 4=562/Mechanical,3=562/Mechanical Max Horz 4=80(LC 5) Max Uplift 4=-102(LC 4),3=-71(LC 8) Max Gray 4=750(LC 20),3=750(LC 22) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-4=-556/86,2-3=-556/69 ,OTES- 2-ply truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. 1 I Webs connected as follows:2x4-1 row at 0-9-0 oc. All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.Il;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 cf�B PR O,''ss 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. ,, j e'iGIN /Q 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 '7 will fit between the bottom chord and any other members. .7 Refer to girder(s)for truss to truss connections. 89200P E Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 102 lb uplift at joint 4 and 71 lb uplift at joint 3. 10)This truss has been designed for a moving concentrated load of 250.01b live and 250.0lb 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. Girder carries tie-in span(s):8-0-0 from 0-0-0 to 5-4-8 OREGON Ix X41 OAD CASE(S) Standard /6 f' 14, 'l � 'k- 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 A. 'I Uniform Loads(plf) it / R R t�-1 Vert:1-2=-72,3-4=-149(F=-131) EXPIRES: 12-31-2019 April 11,2019 r... A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2013 BEFORE USE. ° Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MMak' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S 0 K5964874 367-6S FGO2 SPECIAL 1 n L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:49 2019 Page 1 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-E9gKlx6_LkUd6fithrxESDXVR4e0b?k5?KUhz9zRpOa I I 3-10-4 7-8-8 3-10-4 3-10-4 Scale=1:16.3 3x4 H 4x4 = I 1 . 0 4x4 = s e 13 8 14 7 10 8x8 = I g 6 3x4 I I 3x4 I I 3-10-4 7-8-8 i 3-10-4 3-10-4 'FADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP LL 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 0.17 Vert(CT) -0.02 8-9 >999 240 TCDL 11.0 Rep Stress Incr NO WB 0.43 Horz(CT) -0.00 7 n/a n/a LL 0.0 * Code IBC2015/TPI2014 Matrix-MP Wind(LL) 0.01 8 >999 240 Weight:97 lb FT=20% DL 9.0 MBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, OT CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FACTIONS. (lb/size) 9=1807/Mechanical,7=1807/Mechanical Max Horz 9=-65(LC 4) Max Uplift 9=-262(LC 4),7=-262(LC 5) �RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-9=-1097/190,2-3=-1707/242,3-4=-1707/242,4-7=-1097/190 WEBS 2-8=-291/1939,3-8=-514/105,4-8=-290/1939 IOTES- 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 { a R Q � Provide adequate drainage to prevent water ponding. ` 'cr t d This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5 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 1- will fit between the bottom chord and any other members. 44 y Refer to girder(s)for truss to truss connections.I gQQ t Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 262 lb uplift at joint 9 and 262 lb uplift at joint 7. � -'"- 10)This truss has been designed for a moving concentrated load of 250.Olb live and 250.OIb dead located at all mid panels and at allfAIP panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. illGirder carries tie-in span(s):19-0-0 from 0-0-0 to 7-8-8 OREGON DAD CASE(S) Standard Cs Cr b-<0.7"1).' 2,4 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 I4' � Uniform Loads(plf) 'R R `-" Vert:1-2=-72,2-4=-72,4-5=-72,6-10=-397(F=-379) EXPIRES: 12-31-2019 April 11,2019 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ����' t Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S K5964875 367-6S 0 FG02A SPECIAL 1 L e� Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:50 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-iLEjyH6c62cUkpH4FZST?Q4gDU_HKSOFD_DFVczRpOZ I 3-10-4 7-8-8 3-10-4 3-10-4 Scale=1:17.6 4x4 = 3x4 II 4x4 = LOIPIN 8x8 = I9 6 3x4 I 3x4 I16 3-10-4 7-8-8 3-10-4 3-10-4 IOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP CLL 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 0.17 Vert(CT) -0.02 7-8 >999 240 TCDL 11.0 Rep Stress Incr NO WB 0.40 Horz(CT) -0.00 7 n/a n/a CLL 0.0 Code IBC2015/TPI2014 Matrix-MP Wind(LL) 0.01 8 >999 240 Weight:99 lb FT=20% CDL 9.0 UMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, OT CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FACTIONS. (lb/size) 9=1807/Mechanical,7=1807/Mechanical Max Horz 9=71(LC 5) Max Uplift 9—264(LC 4),7=-264(LC 5) UORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-9=-1103/193,2-3=-1567/223,3-4=-1567/223,4-7=-1103/192 WEBS 2-8=-277/1826,3-8=-523/107,4-8=-277/1826 110TES- 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. 111 Webs connected as follows:2x4-1 row at 0-9-0 oc. All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 ® PR Q�-F Provide adequate drainage to prevent water ponding. Ccs This truss has been designed for 10.0 psf bottom chord live load nonconcurrent with any other live loads. y`Gj� . GINE-, swo 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 , �i will fit between the bottom chord and any other members. �/ ' I Refer to girder(s)for truss to truss connections. c 9200 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 264 lb uplift at joint 9 and 264 lb uplift at joint 7. .o.! 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 of illir • panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. I0 Cr 1)Girder carries tie-in span(s):19-0-0 from 0-0-0 to 7-8-8 OREGON 14.0 7 \\ 1••• /QAD CASE(S) Standard Y 7 2.°' j' 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 ' IUniform Loads(plf) { } t L Vert:1-2=72,2-4=-72,4-5—72,6-10=-397(F=-379) EXPIRES: 12-31-2019 April 11,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing (IYIit Tek` 250 Klug Circle is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCS/Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 0b Truss Truss Type Qty Ply 21367-6S K5964876 367-6S FGO2B MONO TRUSS 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 a Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:50 2019 Page 1 I D:jaigHA2yM7LWX3u 1 OVv7rizjVrO-iLEjyH6c62cUkpH4FZST?Q4fZUzXKUAFD_DFVczRpOZ 4-8-14 9-5-12 4-8-14 4-8-14 0.25 12 Scale=1:18.6 3x4 I I 4x4 = 7 2 3x4 = 8 0 r I:' 1 ® o � X I9 5 10 3x4 = 6 4 I 3x4 H 4x4 = 4-8-14 9-5-12 4-8-14 4-8-14 I OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) -0.01 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.22 Vert(CT) -0.03 4-5 >999 240 TCDL 11.0 Rep Stress Incr NO WB 0.29 Horz(CT) 0.00 4 n/a n/a CLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.01 5 >999 240 Weight:118 lb FT=20% CDL 9.0 UMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, OT CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. EACTIONS. (lb/size) 6=1016/Mechanical,4=1016/Mechanical Max Horz 6=72(LC 5) Max Uplift 6=161(LC 4),4=-149(LC 8) UORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 1-6=-795/142,1-2=-1278/197,3-4=-556/55 BOT CHORD 4-5=-164/1274 111 EBS 1-5=-214/1307,2-5=-75/423,2-4=-1330/191 [TES- ' 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 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 , ,,V P R fQ/ TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 ,r\<i� '- 51 Provide adequate drainage to prevent water ponding. 'r _ G t N� � /p 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. C� 1- *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ��✓ Qnhh y'� will fit between the bottom chord and any other members. 892V V P E Refer to girder(s)for truss to truss connections. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 161 lb uplift at joint 6 and 149 lb uplift at _ joint 4. ! • IThis truss has been designed for a moving concentrated load of 250.01b live and 250.OIb dead located at all mid panels and at all r•� panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. OREGON 40 )Girder carries tie-in span(s):8-0-0 from 0-0-0 to 9-5-12 f ,"� �r�t A LOAD CASE(S) Standard A. 1 le:s. IDead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 '1'! R RIO' Uniform Loads(plf) Vert:1-3=-72,4-6=-149(F=-131) EXPIRES: 12-31-2019 April 11,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 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 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 WIiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S 0 K5964877 367-6S HG01 MONO TRUSS 2 G n Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:51 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-AYo5Ad7FtMkLMzsGpG_iYedrwuK13y4OSezol2zRpOY I 4-1-8 8-3-0 4-1-8 4-1-8 0.25 12 Scale=1:19.4 3x4 I I I1 2 4x4 = 11 3 3x4 = 12 4 5 1111 -I - - I '' 11111111111", UL 138 14 7 3x4 = I 10 9 6 3x4 4x4 = 4-1-8 8-3-0 4-1-8 4-1-8 I OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) -0.01 8 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.18 Vert(CT) -0.02 8-9 >999 240 TCDL 11.0 Rep Stress Incr NO WB 0.25 Horz(CT) 0.00 7 n/a n/a CLL 0.0 Code IBC2015/TPI2014 Matrix-MP Wind(LL) 0.00 8 >999 240 Weight:107 lb FT=20% CDL 9.0 UMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, OT CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FACTIONS. (Ib/size) 9=1098/Mechanical,7=1098/Mechanical Max Horz 9=82(LC 5) Max Uplift 9=-i72(LC 4),7=-153(LC 8) �RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-9=-826/147,2-3=-959/145,4-7=-548/49 BOT CHORD 7-8=-125/957 EBS 2-8=-186/1110,3-8=-57/441,3-7=-1121/151 OTES- 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: i Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. IBottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 �c�,EO PRO/ Provide adequate drainage tosf prflat roof snow);event water ponding.agory II;Exp B;Partially Exp.;Ct=1.10 ,s(,� :G‘,„‘G11\14.,,s 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. C;� " s'7 �/�j *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ��✓ F� �, will fit between the bottom chord and any other members. 892u4P Refer to girder(s)for truss to truss connections. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 172 lb uplift at joint 9 and 153 lb uplift at �/ joint 7. , j )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. R_OREGON (� Girder carries tie-in span(s):10-0-0 from 0-0-0 to 8-3-0 Cr 4.�` 4' \ I LOAD CASE(S) Standard A, 4' 2 ,(1, IDead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 `+'! R}�41 Uniform Loads(plf) Vert:1-2=-72,2-4=-72,4-5=-72,6-10=-194(F=-176) EXPIRES: 12-31-2019 April 11,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.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 MiTek' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing a,CA 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/f Qualify Criteria,OSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S III 1<5964878 367-6S HG02 SPECIAL 1 L e� Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:52 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-ekMTNyatdfsCz7RSNzVx4r9?I IffoNLXh IiLaUzRpOX II 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 1111 1 1 imi/ r • .1.=11111.! ire 13 14 8 15 16 7 8x8 = I 10 9 3x4 I I 3x4 2-10-8_ 5-9-0 2-10-8 2-10-8 late Offsets(X,V)-- [8:0-4-0,0-4-4] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.01 8-9 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.24 Vert(CT) -0.01 8-9 >999 240 CDL 11.0 Rep Stress Incr NO WB 0.37 Horz(CT) -0.00 7 n/a n/a CLL 0.0 * Code IBC2015/TP12014 Matrix-MP Wind(LL) 0.01 8 >999 240 Weight:82 lb FT=20 CDL 9.0 LUMBER- BRACING- OP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, OT CHORD 2x6 DF 1800E 2.1E except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=2507/Mechanical,7=2550/Mechanical Max Horz 9=-82(LC 4) Max Uplift 9=-416(LC 4),7=-424(LC 5) Max Gray 9=2560(LC 15),7=2639(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-9=-1317/245,2-3=-1271/196,3-4=-1271/196,4-7=-1324/245 EBS 2-8=-292/1710,3-8=-464/104,4-8=-292/1752 OTES- 1)2-ply truss to be connected together with 10d(0.131'x3")nails as follows: pTop 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 0-5-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. IWind:ASCE 7-10;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 y� grip DOL=1.60j,� v PR �r� TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 �4 ��GINE /0 5)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. ' N )*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 wide89200PE t" will fit between the bottom chord and any other members. �I Refer to girder(s)for truss to truss connections. __ /r •0�+� ' 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 416 lb uplift at joint 9 and 424 lb uplift at •��� ,. joint 7. 0)This truss has been designed for a moving concentrated load of 250.0Ib live and 250.01b dead located at all mid panels and at all OREGON k panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. G. 4 A 1)Girder carries tie-in span(s):20-3-0 from 0-0-0 to 5-9-0 /6 'IP 14, 2.0 .r' 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1175 lb down and 202 lb up at 4 » '3 1 1-2-2,and 1175 lb down and 202 lb up at 4-8-2 on bottom chord. The design/selection of such connection device(s)is the +. R O. responsibility of others. - OAD CASE(S) Standard EXPIRES: 12-31-2019 April 11,2019 , 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,notMI a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' 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/TPli 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 0K596b Truss Truss Type Qty Ply 21367-6S n 4878 367-6S HGO2 SPECIAL 1 L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:52 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-ekMTNyBtdfsCz7RSNzVx4r9?IIffoNLXh IiLaUzRpOX OAD CASE(S) Standard 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=-425(F=-407) IConcentrated Loads(Ib) Vert:13=-1100(F)16=-1100(F) I I I I I I I I I I I I I I t m! A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing __ MiTek F Iis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCS!Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Safe 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S K5964879 367-6S 0 HGO3 SPECIAL 1 L e� Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:52 2019 Page 1 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-ekMTNy8tdfsCz7RSNzVx4r900lgNoS1 XhliLaUzRpOX 3-3-0 I 3-3-0 3x4 I I 1 4x4 = 2 Scale=1:17.4 5 I I 1 R ••• X X ���� ��4 6 I 4 3 3x4 4x4 = 3-3-0I I 3-3-0 ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP LL 25.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL) -0.00 3-4 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.13 Vert(CT) -0.01 3-4 >999 240 TCDL 11.0 Rep Stress Incr NO WB 0.01 Horz(CT) -0.00 3 n/a n/a LL 0.0 Code IBC2015/TP12014 Matrix-MP Wind(LL) 0.00 3-4 >999 240 Weight:47 lb FT=20% DL 9.0 MBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 3-3-0 oc purlins, T CHORD 2x6 DF 1800F 2.1E except end verticals. BS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. ACTIONS. (lb/size) 4=324/Mechanical,3=324/Mechanical Max Horz 4=-81(LC 4) Max Uplift 4=-83(LC 4),3=83(LC 5) Max Gray 4=644(LC 20),3=644(LC 22) IRCE . (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-533/74,2-3=-533/40 TES- 2-ply truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. s Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DL:ASC 60 � PR� r s TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10C Provide adequate drainage to prevent water ponding. 'CC" N fi 1' This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. Gj 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 /fj will fit between the bottom chord and any other members.I �4/ Refer to girder(s)for truss to truss connections. 89200P E Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 83 lb uplift at joint 4 and 83 lb uplift at APjoint 3. " .,,�r""! .,,-,, 10)This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all • • panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. Girder carries tie-in span(s):8-0-0 from 0-0-0 to 3-3-0It ©RECON kjU AD CASE(S) Standard i6 � 14 20 -r 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 j� ' ) Uniform Loads(plf) r i R R t L\' g Vert:1-2=-72,3-4=-147(F=-129) EXPIRES: 12-31-2019 April 11,2019 1r 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 bracingmit mmek` Iis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS4TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type Qty Ply21367-6S K5964880 367-6S MS1 SPECIAL 2 1 Job Reference(optional) 1 Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:53 2019 Page 1 I D:j aigHA2yM7LWX3u 1 OVv7rizj V rO-6wwrbl9VOz_3bG0ewh0Ad3iAKh0fXvghwySv6xzRpO W 1-10-8 1-10-8 4x4 = 3x4 11 Scale=1:16.2 1 2 9 4 i - 3. I i , - 11.1 MN3 10 6 8 4x4 = 7 5 3x4 11 1-10-8 11 1-10-8 ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP LL 25.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) -0.00 6-7 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 6-7 >999 240 TCDL 11.0 Rep Stress lncr NO WB 0.04 Horz(CT) 0.00 5 n/a n/a LL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 6-7 >999 240 Weight:15 Ib FT=20% DL 9.0 MBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD 2-0-0 oc purlins:1-4, except end verticals. T CHORD 2x6 DF 1800F 2.1ESOE BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. EBS 2x4 DF Stud/Std ACTIONS. (lb/size) 8=584/Mechanical,5=584/Mechanical Max Horz 8=-72(LC 8) Max Uplift 8=148(LC 8),5=-149(LC 9) Max Gray 8=764(LC 24),5=691(LC 26) rJRCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-721/219,3-6=-623/154 TES- - - TCDL=4.2psf; _ .4 f•h=4 ft Cat.II;ExpB;Enclosed; ASCE 7-10;Vult-120mph(3-second gust)Vasd-95mph; BCDL 5 ps,h=40ft; MWFRS(envelope)gable end zone and C-C Exterior(2) cantilever left and right exposed;end vertical left and right ( P ) O zone; 9 P9 exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 0 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Refer to girder(s)for truss to truss connections. $ Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 148 lb uplift at joint 8 and 149 lb uplift at rg � fi� joint 5. t� This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all ., EAGI N,e,6' /© panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. C� 1". IGraphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 44/ Y' Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)534 lb down and 208 lb up at 89200r 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) .4is 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). IAD CASE(S) Standard C- OREGON CC 41 Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 �'- •\)( k Uniform Loads(plf) 'IY. 14 2-d 4 Vert:1-2=-72,2-3=-72,3-4=-72,5-8=-18 / ' j . Concentrated Loads(Ib) t�7rl R 4 t-Ae I Vert:9=-500(F)10=-500(F) EXPIRES: 12-31-2019 April 11,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE.I! I Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall /� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding theI -- _ fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/)P/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S K5964881 367-6S 0 MS2 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:54 2019 Page 1 ID:ja1gHA2yM7LWX3u 1 OVv7rizjVrO-a7TDoe979H7vDQbrUOXP9G FL45MuGM2g8cBSeNzRpOV I 1-10-8 1-10-8 4x4 = 3x4 II Scale=1:16.4 1 2 9 3 4 I MIN III 11.1 ITilillilli. j 10 6 8 4x4 = I 7 5 3x4 II 1-10-8 1-10-8 !FADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP LL 25.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) -0.00 6-7 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 6-7 >999 240 TCDL 11.0 Rep Stress Incr NO WB 0.04 Horz(CT) 0.00 5 n/a n/a 'ELL 0.0 DL 9.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 6-7 >999 240 Weight:15 lb FT=20% MBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD 2-0-0 oc purlins:1-4, except end verticals. OT CHORD 2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. EBS 2x4 DF Stud/Std FACTIONS. (Ib/size) 8=584/Mechanical,5=584/Mechanical Max Horz 8=-74(LC 8) Max Uplift 8=-150(LC 8),5=-151(LC 9) Max Gray 8=764(LC 24),5=691(LC 26) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-721/223,3-6=-623/155 OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 0 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Refer to girder(s)for truss to truss connections. r� Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 150 lb uplift at joint 8 and 151 lb uplift at t� [} P R vFG joint 5.0 it C� This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all � ,GINE - c�/© panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. C� ("...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)534 lb down and 208 lb up at 89200PE r 0-11-4 on top chord,and 534 lb down and 208 lb up at 0-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. STs. 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). AD CASE(S) Standard fl OREGON �t Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase-1.15 1L- 4I 4\t* A.Uniform Loads(pit) �} 14 r 2 s r Vert:1-2=-72,2-3=-72,3-4=-72,5-8=-18 i s Q} I Concentrated Loads(Ib) r7} 1 Vert:9=-500(F)10=-500(F) EXPIRES: 12-31-2019 April 11,2019 , A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. lel p Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall lk�� !' building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IVIFTek` is always required for stability and to prevent collapse with 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 1 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 21367-6S K5964882 0367-6S MS3 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:54 2019 Page 1 I D:jaigHA2yM7LWX3u 1 OVv7rizjVrO-a7TDoe979H7vDQbrUOXP9GFL25MuGM 1 g8cBSeNzRpOV I I 1-10-8 1-10-8 3x4 I I Scale=1:16.7 1 4x4 = g 3 q 2I MN IN nil .. , , _. . 1 ■■ . rc i 0 10 6 8 4x4 = I 7 5 3x4 II 1-10-8 1-10-8 11ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP LL 25.0Plate Grip DOL 1.15 TC 0.14 Vert(LL) -0.00 6-7 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 6-7 >999 240 TCDL 11.0 Rep Stress Incr NO WB 0.04 Horz(CT) 0.00 5 n/a n/a LL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 6-7 >999 240 Weight:16 lb FT=20 DL 9.0 MBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD 2-0-0 oc purlins:1-4, except end verticals. OT CHORD 2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. EBS 2x4 DF Stud/Std FACTIONS. (Ib/size) 8=584/Mechanical,5=584/Mechanical Max Horz 8=-76(LC 8) Max Uplift 8=-153(LC 8),5=-153(LC 9) Max Gray 8=764(LC 24),5=691(LC 26) 1ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-721/227,3-6=-623/155 TES- Wind:ASCE 7-10;Vult=l20mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 0 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Refer to girder(s)for truss to truss connections. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 153 lb uplift at joint 8 and 153 lb uplift at ��} Qfi�ts joint 5. t 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 `� ��G IN� � �0 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ,C,�r �j� 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)534 lb down and 208 lb up at 89200PE 0-11-4 on top chord,and 534 lb down and 208 lb up at 0-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Ivo i 10 AD CASE(S) Standard OREGON k' Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 -7, Ct i� �}� Uniform Loads(plf) } �' j 4 t 2 Vert:1-2=-72,2-3=-72,3-4=-72,5-8=-18 41/A• .t-� Concentrated Loads(lb) ri R �•l^ I Vert:9=-500(F)10=-500(F) EXPIRES: 12-31-2019 April 11,2019 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?PII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S K5964883 367-6S 0 MS4 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:55 2019 Page 1 I D:jaigHA2yM7LWX3u 1 OVv7rizjVrO-2J 1 c?_AlwaFmraA1262eiUn WmVi7?pF_NGx?ApzRpOU I 1-10-8 1-10-8 4x4 = 3x4 Scale=1:17.0 1 2 9 3 4 I ..111111I •I I r, IIIIII, IIIIIIIIII, ' 1 10 6 8 7 5 3x4 4x4 = 1-10-8 I 1-10-8 IADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP LL 25.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.00 6-7 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 6-7 >999 240 TCDL 11.0 Rep Stress Incr NO WB 0.04 Horz(CT) 0.00 5 n/a n/a LL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 6-7 >999 240 Weight:16 lb FT=20% DL 9.0 MBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD 2-0-0 oc purlins:1-4, except end verticals. T CHORD 2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BS 2x4 DF Stud/Std EACTIONS. (lb/size) 8=584/Mechanical,5=584/Mechanical Max Horz 8=77(LC 8) Max Uplift 8=-155(LC 8),5=155(LC 9) Max Gray 8=764(LC 24),5=691(LC 26) IIDRCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-721/232,3-6=-623/156 TES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 0 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Refer to girder(s)for truss to truss connections. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 155 lb uplift at joint 8 and 155 lb uplift at {,co PR joint 5. i This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all s, 0„,‘GI N rC,.h 2© panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. C7 IIGraphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �' Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)534 lb down and 208 lb up at 89200P E f 0-11-4 on top chord,and 534 lb down and 208 lb up at 0-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11111111111- 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).111 AD CASE(S) Standard GREG® � Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 4- �,q �� Uniform Loads(plf) O Y 14 2. e,*- Vert:1-2=-72,2-3=-72,3-4=-72,5-8=-18 Concentrated Loads(Ib) /11 .RR 4 I..\- C) Vert:9=-500(F)10-500(F) I 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. ��4 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �//�� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ,y'iT$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?PIf Quality. Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S K5964884 367-6S MS5 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:56 2019 Page 1 I D:jaigHA2yM7LWX3u 1 OVv7rizjVrO-W Vb_DKBN huNdSkkDcpZtEhKhSvOLkGT7cwgZjFzRpOT 1-10-8 I III 1-10-8 3x4 1 4x4 = Scale=1:17.3 1 2 9 3 4 I' = k rl i. .. %, -iii 10 6 8 7 5 3x4 4x4 =- 1-10-8 1-10-8 1-10-8 IADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP LL 25.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.00 6-7 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 6-7 >999 240 TCDL 11.0 Rep Stress Incr NO WB 0.04 Horz(CT) 0.00 5 n/a n/a LL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 6-7 >999 240 Weight:16 lb FT=20 CDL 9.0 UMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD 2-0-0 oc purlins:1-4, except end verticals. T CHORD 2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. EBS 2x4 DF Stud/Std ACTIONS. (lb/size) 8=584/Mechanical,5=584/Mechanical Max Horz 8=-79(LC 8) Max Uplift 8=-1 57(LC 8),5=157(LC 9) Max Gray 8=764(LC 24),5=691(LC 26) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-721/237,3-6=-623/156 OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.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 0 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 0 Refer to girder(s)for truss to truss connections. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 157 lb uplift at joint 8 and 157 lb uplift at ��® PRQ fids joint 5. This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all eco - Gt N��'� ft.) panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. C'J -7 Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)534 lb down and 208 lb up at 89200PE 0-11-4 on top chord,and 534 lb down and 208 lb up at 0-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. _�! �ioor �' 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). AD CASE(S) Standard1110 17 OREGON 4o Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 ,L �Q 4'rb Uniform Loads(plf) 4 Y 14, 2 �, , Vert 1-2=-72,2-3=-72,3-4=-72,5-8=-18 Concentrated Loads(Ib)I g1 t1,}�t �j Vert:9=500(F)10=-500(F) EXPIRES: 12-31-2019 April 11,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. r Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` bu 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 ab Truss Truss Type Qty Ply 21367-6S K5964885 367-6S MS6 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 8 Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:56 2019 Page 1 ID:jaigHA2yM7LWX3u1OVv7rizjVrO-WVb_DKBNhuNdSkkDcpZtEhKhQvOLkGS7cwgZjFzRpOT 1-10-8 1-10-8 4x4 = 3x4 Scale=1:17.5 1 2 9 3 4 in, (- ' ii' i ... 1 r � i':' 10 6 8 I I 5 3x4 4x4 = 1-10-8 1-10-8 IIADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP LL 25.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.00 6-7 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 6-7 >999 240 TCDL 11.0 Rep Stress Ina NO WB 0.05 Horz(CT) 0.00 5 n/a n/a LL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 6-7 >999 240 Weight:16 lb FT=20% DL 9.0 MBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD 2-0-0 oc purlins:1-4, except end verticals. T CHORD 2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. EBS 2x4 DF Stud/Std ACTIONS. (lb/size) 8=584/Mechanical,5=584/Mechanical Max Horz 8=-81(LC 8) Max Uplift 8=-i59(LC 8),5=-159(LC 9) Max Gray 8=764(LC 24),5=691(LC 26) 113RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-721/241,3-6=-623/157 TES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 0 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 111 Refer to girder(s)for truss to truss connections. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 159 lb uplift at joint 8 and 159 lb uplift at ¢�Q PR pfiF joint 5. un This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all eco ,GINE.. !© panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. C� �j Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. tl✓ S� Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)534 lb down and 208 lb up at 89200PE 0-11-4 on top chord,and 534 lb down and 208 lb up at 0-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. / 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ..11111 sr (�' AD CASE(S) Standard -y OREGON t '4' Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 , Uniform Loads(pif) �'' 14, 2S -1- Vert:1-2=-72,2-3=-72,3-4=-72,5-8=-18 IA. j� Concentrated Loads(Ib) / R`��. Vert:9=-500(F)10=-500(F) EXPIRES: 12-31-2019 April 11,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ` Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall l�//�� building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ,y,ilek" 250 Klug Circle is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 tEV b Truss Truss Type Qty Ply 21367-6S K5964886 367-6S SB1 SPECIAL 14 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:57 2019 Page 1 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-?i9MQ9C?SCVU4uJQ9X46nvsrFJMKTerHgaQ6FizRpOS I 1-10-8 i 1-10-8 1 3x4 = 1.5x4 I I Scale=1:13.5 2 7 3 4 I I I I : • •• • i • e•,•i: .,...iiiiii •ii ,. ••.1t:,4.!.!e • •i . i �i..•44• ••i�i�i�• iiiii �•�4. • i�i�i�i�i�i�i�i�i�i�:i�i�. 3x6 II 6x6 = 6 8 5 1-10-8 1-10-8 ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP LL 25.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.00 5-6 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.21 Vert(CT) -0.00 5-6 >999 240 TCDL 11.0 Rep Stress Incr YES WB 0.29 Horz(CT) -0.01 6 n/a n/a LL 0.0 Code IBC2015/TPI2014 Matrix-P Wind(LL) 0.00 6 240 Weight:12 lb FT=20 I "" DL 9.0 MBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, OT CHORD 2x4 DF No.1&Btril except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FACTIONS. All bearings 1-10-8. (Ib)- Max Horz 1=-142(LC 30) Max Uplift All uplift 100 lb or less at joint(s)except 6=-386(LC 32),1=182(LC 36),5=-560(LC 31) Max Gray All reactions 250 lb or less at joint(s)5 except 6=534(LC 68),1=499(LC 62),5=555(LC 36) ACES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-6=-478/437,2-3=-423/424,3-5=-515/67 OT CHORD 5-6=-391/393 EBS 2-5=-767/767 OTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *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. PR�^y �y Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 386 lb uplift at joint 6,182 lb uplift at , \ vfi�i 1�y joint 1 and 560 lb uplift at joint 5. �Ca G 1 N F,�c /©'' 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 C� 7' y panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads.I ✓ . ' This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag $92{3�P { loads along bottom chord from 0-0-0 to 1-10-8 for 300.0 plf. I - 4 OREGON ,c /r; 'b "1 14, 244 RRtl.�- 3 I EXPIRES: 12-31-2019 April 11,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE M17-7473 rev.10/03/2015 BEFORE USE. mit valid for use only with MiTek8 connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Malek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 lib Truss Truss Type Qty Ply 21367-6S K5964887 367-6S SB2 SPECIAL 14 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:50:58 2019 Page 1 I D:jaigHA2yM7LWX3u 1 OVv7rizjVrO-TujkeODeDVdLi2ucjEcLK6PzwiiZC2dQ3E9gn8zRpOR 1-10-8 1-10-8 1 2 6x6 = 35x4 I I Scale=1:19.3 7 4 1 I I I •i�iiiiiiiiiiiiii%''�: ����ii�i�i�i�i�i�i�i�i�i�i�i: b Truss Truss Type Qty Ply 21367-6S K5964888 367-6S WG1 SPECIAL 1 n L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 S Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:51:00 2019 Page 1 I D:jaigHA2yM7LWX3u 1 OVv7rizjVrO-PGrV3hEul7t3xL2?rfepPXUMF W NfgzWjXYems1 zRpOP 3-1-10 8-6-14 14-0-2 19-5-6 24-10-10 28-0-0 3-1-10 5-5-4 5-5-4 5-5-4 5-5-4 3-1-6 Scale=1:46.7 I 7x6 =- 1 1 2 18 3 19 4 20 5 21 6 22 7 23 8 9 �e n n n 71 II n n C 6x6 = 24 16 25 26 15 27 14 28 13 29 12 30 11 31 4x4 =- 17 17 7x6 = 10 I 1 I 2-7-8 5-10-4 l 7-11-0 11-3-8 16-8-12 22-2-0 28-0-0 2-7-8 3-2-12 2-0-12 3-4-8 5-5-4 5-5-4 5-10-0 late Offsets(X,V)-- [5:0-3-0,0-4-8],[13:0-3-0,0-4-8] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) -0.01 15-16 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.30 Vert(CT) -0.03 10-11 >999 240 DL 11.0 Rep Stress Incr NO WB 0.42 Horz(CT) -0.01 17 n/a n/a CLL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.01 15 >999 240 Weight:334 lb FT=20% DL 9.0 LUMBER- BRACING- OP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, T CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 20-1-0 except(jt=length)17=2-11-0,1=2-11-0,16=0-3-8,14=0-3-8. (lb)- Max Horz 1=-234(LC 22) 1 Max Uplift All uplift 100 lb or less at joint(s)except 17=872(LC 22),9=-i93(LC 61),10=-707(LC 25),13=-360(LC 22),12=-128(LC 22),11=-137(LC 22),1=-377(LC 56),16—162(LC 33),14—197(LC 22) Max Gray All reactions 250 lb or less at joint(s)except 17=1556(LC 47),9=290(LC 62),10=795(LC 20), 13=1844(LC 1),12=851(LC 83),11=909(LC 84),1=348(LC 54),16=1172(LC 46),14=1233(LC 47) tRCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-17=-680/132,2-3=-818/819,3-4=-2444/1255,4-5=-1036/1342,5-6=-955/970, 6-7=-935/918,7-8=-966/941,8-10=-468/162 BOT CHORD 16-17=-1029/1662,15-16=-988/1575,14-15=-911/1282,13-14=-1045/1383, 12-13=-1095/906,11-12=-925/847,10-11=-942/917 111/EBS 3-17=-2107/1370,3-15=-1157/1862,4-15=-1239/2224,4-13=-2594/1487, 5-13=-1308/1221,5-12=-1028/1235,6-12=-1185/1192,6-11=-1105/1151, 7-11=-1165/1178,7-10=-1114/1143 1 OTES- ' 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: (li,‘IE,® PROP Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. ��CO {y(N /©' Webs connected as follows:2x4-1 row at 0-9-0 oc. IAll loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to �J 1' ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. $9200PE Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 - TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.100 ® = t r Provide adequate drainage to prevent water ponding. 9 OREGON All plates are 3x4 MT20 unless otherwise indicated. ► ,lbs t'' truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �}' 1 °Z4 �'� 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 wideI A. et will fit between the bottom chord and any other members. +`/fiR R IA - uplift mechanical connection(by others)of truss to bearing plate capable of withstanding 872 lb uplift at joint 17,193 lb uplift at joint 9,707 lb uplift at joint 10,360 lb uplift at joint 13,128 lb uplift at joint 12,137 lb uplift at joint 11,377 lb uplift at joint 1,162 lb uplift at joint 16 and 197 lb uplift at joint 14. EXPIRES: 12-31" 01 10)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 .anel.oints alon.the To.Chord and Bottom Chord nonconcurrent with an other live loads. .ntin}fed onkadge 2 a . B WAR tN -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 Mi t a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall `� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding theI fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S n 0 K5964888 367-6S WG1 SPECIAL 1 L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 S Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:51:01 2019 Page 2 ID:jaigHA2yM7LWX3u1 OVv7rizjVrO-tTOtG1 FWWQ?wZVdBOM92x11X?wjuPQmsICOKOTzRpOO OTES- This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 28-0-0 for 300.0 plf. 12)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 28-0-0 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1400 lb down and 241 lb up at 4-10-0,and 1400 lb down and 241 lb 10 up at 6-10-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. AD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) 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 1 I I 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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing tvirrek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see NSI/TP/1 Quality Criteria,OSB-89 and BCS/Building Component 250 Klug Circle mit Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandr Aia,VA 22314 __ . Corona,CA 92880 ab Truss Truss Type Qty Ply 21367-6S K5964889 367-6S WG1A SPECIAL 1 e� G Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:51:03 2019 Page 1 I D:jaiciHA2yM7LWX3u 1OVv7rizjVrO-prWdhjGm22FeopnZWnBW1 A6tbjOStKG9DWtRTLzRpOM 3-1-10 8-6-14 14-0-2 19-5-6 24-10-10 28-0-0 3-1-10 5-5-4 5-5-4 5-5-4 5-5-4 3-1-6 Scale=1:46.7 I 7x6 = 1 2 18 3 19 4 20 5 21 6 22 7 23 8 9 Ip n n i, n n "I n in n CI I ::::::.,..,,: :e i � ❖❖:❖:':°•••••: b Truss Truss Type Qty Ply 21367-6S L K5964889 367-6S$ WG1A SPECIAL 1 n Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:51:03 2019 Page 2 ID:jaicjHA2yM7LWX3u1 OVv7rizjVrO-prWdhjGm22FeopnZWnBW1 A6tbjOStKG9DWtRTLzRpOM IOTES- 1)This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 28-0-0 for 300.0 plf. 12)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 28-0-0 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1400 lb down and 241 lb up at 4-10-0,and 1400 lb down and 241 lb Iup at 6-10-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. OAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-8=-72,8-9=-72,10-17=-90(F=-72) I Concentrated Loads(Ib) Vert:26=-1310(B)27=-1310(B) I I I I I I I I I I I I I A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 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,notMil a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI TP/7 Quality Criteria,OSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S 0 K5964890 367-6S WG2 SPECIAL 1 L A Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:51:05 2019 Page 1 ID:jaiciHA2yM7LWX3u1 OVv7rizjVrO-mEeO6Pl1 afVMl6wydCE_6bCD5X5cLEFSgpMXXEzRpOK 3-1-10 8-6-14 14-0-219-5-6 24-10-10 28-0-0 I 3-1-10 5-54 5-5-4 5-5-4 5-5-4 3-1-6 Scale=1:46.7 I 7x6 = 1 2 18 3 19 4 20 5 21 6 :> ' 181 El e 7.1 D n Li LI El .;.;.;.;.;::e.;•;e.;.;.;.;.;.;.;.;:;:;.;•;.;.;.;.;.;.;.;.;.;.;.;.;.;•y;.;•;.;.;.;.;.;.;.;.;.;•;q.;.;.;.;.;.;.;,;g,;,;,. ->...,...,....:;.;000000,.00....,...;..o.,.; •••••..o,.,.,;...o.;.; 4x4 = 24 16 25 15 26 14 27 28 13 29 12 • 30 • 11 31 4x4 = 17 7x6 = 10 I I 5-10-4 11-3-8 13-6-8 16-8-12 19-1-8I 22-2-0 j 28-0-0 5-10-4 5-5-4 2-3-0 3-2-4 2-4-12 3-0-8 5-10-0 late Offsets(X,Y)-- [5:0-3-0,0-4-8],[15:0-3-0,0-4-8] 13 TCLL ADING (psf25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.01 13-14 >999 360 MT20 220/195 DL 11,0 Lumber DOL 1.15 BC 0.25 Vert(CT) -0.03 16-17 >999 240 LL 0.0 Rep Stress lncr NO WB 0.39 Horz(CT) -0.00 14 n/a n/a CDL g.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.01 13 >999 240 Weight:334 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 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 13-10-0 except(jt=length)9=9-2-0,10=9-2-0,11=9-2-0,14=0-3-8,12=0-3-8. I (Ib)- Max Horz 1=234(LC 22) Max Uplift All uplift 100 lb or less at joint(s)except 17=-670(LC 24),9=-184(LC 61),10=-665(LC 25),15=295(LC 22),16=-149(LC 22),11=-340(LC 22),1=-200(LC 56),14=-289(LC 33),12=-321(LC 25) Max Gray All reactions 250 lb or less at joint(s)except 17=744(LC 43),9=300(LC 62),10=696(LC 42),15=1490(LC 1),16=904(LC 79),11=1896(LC 1),1=506(LC 54),14=1831(LC 46),12=1936(LC 46) IRCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-17=-477/157,2-3=-843/820,3-4=-943/954,4-5=-1035/1312,5-6=-2233/1169, 6-7=-1036/1270,7-8=-966/941,8-10=450/182 BOT CHORD 16-17=-898/861,15-16=-1072/883,14-15=-940/1124,13-14=-928/1169,12-13=-967/1225, 11-12=-1022/1266,10-11=-953/876 IEBS 3-17=-1044/1115,3-16=-1149/1167,4-16=-1025/1218,4-15=-1328/1232, 5-15=-2376/1438,5-13=-1211/2055,6-13=-1192/2007,6-11=-2354/1439, 7-11=-1394/1247,7-10=-1054/1291 110TES- 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: �c� a PR OPei, Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. L Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. ��Co �NGI N,-,. f� Webs connected as follows:2x4-1 row at 0-9-0 oc. All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to �/ �$� ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. '� 89200PE C� 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;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate ,p grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 0 Provide adequate drainage to prevent water ponding. OREGON k/ 0 CC All plates are 3x4 MT20 unless otherwise indicated. ,i.- �r �bt ,t` This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. / 14 '� �i.`- 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 /�,} }' Iwill fit between the bottom chord and any other members. r R R I L1. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 670 lb uplift at joint 17,184 lb uplift at uplift atjoint 9,6jo nt65 b 4 upalnd 321ift at 1 lb uplift at join10,295 lb pl2 lift at joint 15,149 lb uplift at joint 16,340 lb uplift at joint 11,200 lb uplift at joint 1,289 lb EXPIRES: 12-31-2019 10)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 panel points along the Top Chord and Bottom Chord,nonconcurrent with an other live loads. ;:: ntirlued on page 2 B WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEE REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not R a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iw 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 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314.Quality Criteria,DSB-89 and BCS/Building Component Corona,CA 92880 ,,:gin;« b Truss Truss Type Qty Ply 21367-6S G K5964890 367-6S 11 WG2 SPECIAL 1 n Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:51:06 2019 Page 2 I D:jaigHA2yM7LWX3u1 OVv7rizjVrO-EQCmJIJfKzdCfGV8BwIDeokOrxRr4hVbvT553gzRpOJ IOTES- 1)This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 28-0-0 for 300.0 plf. 12)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 28-0-0 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1400 lb down and 241 lb up at 14-8-4,and 1400 lb down and 241 lb 10 up at 16-8-4,and 1400 lb down and 241 lb up at 18-8-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. AD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) IVert:1-2=-72,2-8=-72,8-9=-72,10-17=-90(F=-72) Concentrated Loads(Ib) Vert:13=-1310(6)12=-1310(B)27=-1310(B) I I I I I I I I 1 I I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MUSK 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 1�\ q a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Malek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/1 Quality 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. __ Criteria,OSB-89 and BCSI Building Component Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S II K5964891 367-6S 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. Thu Apr 11 10:51:07 2019 Page 1 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-idm8X5JH5G13HQ4LIdGSBOHZW Li5p4P187rec7zRpOl 3-1-10 8-6-14 14-0-2 19-5-6 24-10-10 28-0-0 3-1-10 5-5-4 5-5-4 5-5-4 5-5-4 3-1-6 Scale=1:47.2 I3x4 11 8x8 = 7x6 = 3x4 II 3x4 = 3x4 = 3x4 = 1 2 19 3 20 4 21 5 22 6 23 7 24 8 9 r In n o i 0 4x4 = 25 17 26 16 27 28 15 29 30 14 31 13 32 12 33 11 34 4x4 = 18 3x4 = 3x12 II 3x6 = 7x6 = 3x4 = 10 I I 1 4-5-2 5-10-4 1 8-6-14 1 11-3-8 112-7-12 16-8-12 22-2-0 _ 28-0-0 1 4-5-2 1-5-2 2-8-10 2-8-10 1-4-4 4-1-0 5-5-4 5-10-0 late Offsets(X,V)-- [5:0-3-0,0-4-8],[12:0-3-0,0-4-8j TCLDING (psfL 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 0.22 Vert(LL) -0.04 15-16 >999 360 MT20 220/195 "I DL 11,0 Lumber DOL 1.15 BC 0.57 Vert(CT) -0.07 15-16 >999 240 LL 0.0 Rep Stress Incr NO WB 0.67 Horz(CT) -0.01 18 n/a n/a DL 9.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.03 15 >999 240 Weight:341 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:11-12,10-11. REACTIONS. All bearings 15-4-4 except(jt=length)18=4-8-10,1=4-8-10,17=0-3-8,13=0-3-8. (lb)- Max Horz 1=76(LC 4) I Max Uplift All uplift 100 lb or less at joint(s)10,11 except 18=-355(LC 4),9=-181(LC 27),12=-526(LC 4), 1=-609(LC 1),17=-316(LC 4),13=-265(LC 4) Max Gray All reactions 250 lb or less at joint(s)1 except 18=1774(LC 1),9=293(LC 28),10=635(LC 27), 12=2787(LC 1),11=796(LC 52),17=2005(LC 1),13=1617(LC 1) 111 RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-18=-767/166,3-4=-2368/490,4-5=-2199/429,5-6=-404/1930,6-7=-138/545, 8-10=-456/155 BOT CHORD 17-18=-309/1395,16-17=-309/1395,15-16=-824/4291,14-15=-824/4291,13-14=-117/440, 12-13=-117/440,11-12=-1047/184 I EBS 3-18=-1837/413,3-16=-208/1403,4-16=-2499/484,4-14=-2743/552,5-14=-397/2441, 5-12=-3020/643,6-12=-1225/298,6-11=-92/711,7-11=-633/175,7-10=-264/214, 4-15=-517/3179 TES- 2-ply truss to be connected together with 1Od(0.131"x3")nails as follows: '\ � i' � Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. ,\Gj ANG I N &� /2 Webs connected as follows:2x4-1 row at 0-9-0 oc. All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to / "� ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated -' 89200PE < Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate . grip DOL=1.60 .rte -4i� 0 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. / OREGON <j/� This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.* Li rpt iA. This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide /6 }' y 'Zfl "T- will fit between the bottom chord and any other members. A. �� 'e. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10,11 except +'J (jt=lb)18=355,9=181,12=526,1=609,17=316,13=265. 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 - - points alongthe TopChord and Bottom Chord,nonconcurrent ���ES: 11 �� C d with anyother live loads. panel19 10)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 28-0-0 April 11,2019 ntinued on owe 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE Mt1-7473 rev.10/03/2015 BEFORE USE. milt Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall `� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S 1(5964891 367-6S WG2A SPECIAL 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:51:07 2019 Page 2 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-idm8X5JH5G13HQ4LIdGSBOHZW Li5p4P187rec7zRpOl IOTES- 1) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1400 lb down and 241 lb up at 6-8-4,and 1400 lb down and 241 lb up at 8-8-4,and 1400 lb down and 241 lb up at 10-8-4 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:1-2=-72,2-8=-72,8-9=-72,10-18-90(F=-72) Concentrated Loads(Ib) Vert:15=-1310(B)27=-1310(B)30=-1310(B) 111 I I I I I I 1 I I I I I 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/P015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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/f Quality Criteria,OSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 ab Truss Truss Type Qty Ply 21367-6S K5964892 367-6S 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. Thu Apr 11 10:51:10 2019 Page 1 I D:jaigHA2yM7LWX3u 1 OVv7rizjVrO-6CRG96M9OB8e8upwQlp9pev3fYkWOVkBg531CSzRpOF I I 3-1.10 8-6-14 14-0-2 19-5-6 24-10-10 28-0-0 3-1-10 5-5-4 5-5-4 5-5-4 5-5-4 3-1-6 Scale=1:46.7 1 7x6 = 1 2 20 3 21 4 22 5 23 6 24 7 25 8 9 o Ka nn 5 1111/ CI Ka 4x4 = 26 18 27 17 28 16 29 30 31 15 32 14 33 13 34 12 35 36 11 ••*• 37 6x6 = 19 7x6 = 10 I 1 17-6-12 I 5-10-4 10-2-0 I11-3-e 15-s-e 16-saz s-7-e zz-z-02a-11-0 28-0-0 5-10-4 4-3-12 1-1-8 4-6-0 0-11-4 0.10-0 2-0-12 2-6-8 2-9-0 3-1-0 late Offsets(X,V)-- [5:0-3-0,0-4-8],[14:0-3-0,0-4-8] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) -0.02 15-16 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.46 Vert(CT) -0.04 15-16 >999 240 DL 11.0 Rep Stress Incr NO WB 0.44 Horz(CT) -0.01 10 n/a n/a CLL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.01 15-16 >999 240 Weight:334 lb FT=20%CDL 9.0 LUMBER- BRACING- texceP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, T CHORD 2x6 DF 1800F 2.1E O pt end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 0-3-8 except(jt=length)19=10-5-8,9=3-4-8,10=3-4-8,14=4-1-8,18=10-5-8,1=10-5-8. (lb)- Max Horz 1=-234(LC 22) I Max Uplift All uplift 100 lb or less at joint(s)except 19=-647(LC 24),9=-359(LC 61),10—888(LC 25),14—210(LC 26),18=-296(LC 22),1=-i89(LC 56),17=-305(LC 22),15=-616(LC 23),13=-274(LC 25),11=-354(LC 22) Max Gray All reactions 250 lb or less at joint(s)9 except 19=692(LC 43),10=1554(LC 46),14=581(LC 85), 18=1627(LC 1),1=517(LC 54),17=1764(LC 47),15=3873(LC 46),13=1805(LC 46),11=2253(LC 47) IRCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-19=-458/178,2-3=-846/820,3-4=-1005/1172,4-5=-1704/1051,5-6=-1129/1758, 6-7=-2257/1193,7-8=-942/937,8-10=-662/128 BOT CHORD 18-19=984/826,17-18=-903/993,16-17=-954/1055,15-16=-845/840,14-15=-926/920, 13-14=-928/1006,12-13—907/990,11-12=-962/1437,10-11—1020/1547 EBS 3-19=-1023/1213,3-18=-1312/1212,4-18=-1961/1353,4-16=-1109/1705, 5-16=-1186/1976,5-14=-2347/1431,6-14=-2707/1521,6-12=-1267/2311, 7-12=-1146/1736,7-10=-1928/1353 TES- 2-ply truss to be connected together with 10d(0.131'x3")nails as follows: ` [} peso 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 e I N ' . /© Webs connected as follows:2x4-1 row at 0-9-0 oc. T IAll loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to 44 • $� ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 9200P' Wind:ASCE 7-10;Vult=12Omph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; >,/ MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate -' grip DOL=1.60 _ — TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 0 Provide adequate drainage to prevent water ponding. OREGON44/ 0 ft All plates are 3x4 MT20 unless otherwise indicated. 4. tib' This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -37 A2' 14 2fl �'�- 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 wideI 4r �j will fit between the bottom chord and any other members. c R ft t t�, Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 647 lb uplift at joint 19,359 lb uplift at joint 9,888 lb uplift at joint 10,210 lb uplift at joint 14,296 lb uplift at joint 18,189 lb uplift at joint 1,305 lb uplift at joint 17,616 lb EXPIRES: 12-31-2019 uplift at joint 15,274 lb uplift at joint 13 and 354 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 any other live loads. ntirwed on large 2 mom.mom.WAR 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,notEt 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 V i�TekQ is always required for stability and to prevent collapse with 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 I b Truss Truss Type Qty Ply 21367-6S K5964892 367-6S 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. Thu Apr 11 10:51:10 2019 Page 2 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-6CRG96M90B8e8upwOlp9pev3fYkW0VkBg531CSzRpOF OTES- 1)This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 28-0-0 for 300.0 plf. 12) Girder carries tie-in span(s):5-6-0 from 0-0-0 to 28-0-0 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1400 lb down and 241 lb up at 10-7-4,1400 lb down and 241 lb up at I12-7-4,1400 lb down and 241 lb up at 14-7-4,1400 lb down and 241 lb up at 20-7-4,and 1400 lb down and 241 lb up at 22-7-4,and 1400 lb down and 241 lb up at 24-7-4 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(pit) Vert:1-2=-72,2-8=-72,8-9=-72,10-19=-90(F=-72) Concentrated Loads(Ib) Vert:17=-1310(B)11=-1310(B)29=-1310(B)31=-1310(B)34=-1310(B)35=-1310(B) 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 MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �p a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek 1 iTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S K5964893 367-6S 0 WG3A SPECIAL 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 8 Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:51:12 2019 Page 1 ID:jaigHA2yM7LWX3u1 OVv7rizjVrO-2aZ1 aoNQwpOMNBzIYAsdu3_PFMRyUPtUHPYPHKzRpOD 3-1-10 8-6-14 14-0-2 19-5-6 24-10-10 28-0-0 3-1-10 5-5-4 5-5-4 5-5-4 5-5-4 3-1-6 Scale=1:46.7 I 7x6 = 1 2 18 3 19 4 20 5 21 6 22 7 23 8 9 e— I[ n n en n @t : Z •::•.:.:.:.:.:. •:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:. • •:.:.:.:.:.:.:.:.:.:. < ;:, •oov000000000v00000000vo•000v0000voovov000v00000• 00000000• 4x4 = 24 16 25 15 26 14 27 28 29 13 30 12 31 11 32 4x4 = 17 7x6 = 10 I 5-10-4 9-10-0 11-3-8 15-5-0 I16-8-12I 22-2-0 28-0-0 5-10-4 3-11-12 1-5-8 4-1-8 1-3-12 5-5-4 5-10-0 Ilate Offsets(X,Y)-- [5:0-3-0,0-4-8],[12:0-3-0,04-8] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.02 13-14 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.39 Vert(CT) -0.03 13-14 >999 240 CDL 11.0 Rep Stress Incr NO WB 0.40 Horz(CT) -0.01 16 n/a n/a CLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.01 13-14 >999 240 Weight:336 lb FT=20% CDL 9.0 LUMBER- BRACING- 1OP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, OT CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. All bearings 12-10-8 except(jt=length)17=10-1-8,16=10-1-8,1=10-1-8,15=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)except 17=-674(LC 24),9—181(LC 61),10=-734(LC 25),12_193(LC 22),16=355(LC 22),11=-131(LC 22),1=173(LC 56),15=216(LC 22),13=-494(LC 22) Max Gray All reactions 250 lb or less at joint(s)except 17=710(LC 43),9=293(LC 62),10=801(LC 42), 12=948(LC 76),16=1921(LC 1),1 1=906(LC 84),1=519(LC 54),15=1277(LC 47),13=3024(LC 47) IRCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-17=-438/179,2-3=-849/825,3-4=-1020/1248,4-5=-2235/1157,5-6=-1035/1304, 6-7=-955/965,7-8=-965/943,8-10=-456/156 BOT CHORD 16-17=-1010/837,15-16=-946/1218,14-15=-1024/1277,13-14=-819/1192, 12-13=-1019/1219,11-12=-1063/876,10-11=-869/884 I EBS 3-17=-1059/1269,3-16=-1368/1243,4-16=-2393/1453,4-14=-1214/2057, 5-14=-1228/2093,5-12=-2423/1459,6-12=-1337/1253,6-11=-1056/1256, 7-11=-1208/1208,7-10=-1099/1175 IO-pS- �� P R /' 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: [� (7 Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. . 1s Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. ��C J� � N ry s/�}7i Webs connected as follows:2x4-1 row at 0-9-0 oc. 7 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 �/ 71— REACTIONS. ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ct" g} {}4��Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed;MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate .- grip DOL=1.60 �T* .' 0 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. ," REGO 4, All plates are 3x4 MT20 unless otherwise indicated. tx L -7 4\ k � This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' �j 14 2. �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 4� will fit between the bottom chord and any other members.I j�R 1 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 674 lb uplift at joint 17,181 lb uplift at joint 9,734 lb uplift at joint 10,193 lb uplift at joint 12,355 lb uplift at joint 16,131 lb uplift at joint 11,173 lb uplift at joint 1,216 lb E}( I RE -a101 9 uplift at joint 15 and 494 lb uplift at joint 13. 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. ntinrted on page 2 � , I&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 MTekO connectors.This design is based only upon parameters shown,and is for an individual building component,notPat a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Iis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S G K5964893 367-6S WG3A SPECIAL 1 n Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:51:13 2019 Page 2 I D:jaigHA2yM7LWX3u 1 OVv7rizjVrO-Xn7Pn8O2h6W D?LYU5uNSRHXa?InBDs7d W3lypmzRpOC IOTES- 1)This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 28-0-0 for 300.0 plf. 12)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 28-0-0 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1400 lb down and 241 lb up at 10-7-4,and 1400 lb down and 241 lb Iup at 12-7-4,and 1400 lb down and 241 lb up at 14-7-4 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=-72,2-8=-72,8-9=-72,10-17=-90(F=-72) Concentrated Loads(Ib) Vert:26=-1310(B)27=-1310(B)29=-1310(B) I I I I I I 11 I I 1 I I I i --MI A WARNING-Verify design parameters and 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 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 Fie is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?PIl 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 21367-6S K5964894 367-6S 111 WG4 SPECIAL 1 L n Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:51:15 2019 Page 1 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-T9F9CgQl DkmxEfhtDJPKWicvYZUehlLwzNn3ufzRpOA I3-3-8 9-0-8 14-9-8 14-1-10 20-6-8 26-3-8 29-7-4 3-3-8 5-9-0 5-9-0 0- -2 5-8-14 5-9-0 3-3-12 Scale=1:49.5 I 7x6 = 1 2 19 3 20 4 21 5 22 6 23 7 24 8 9 ID to o [� E' ID ♦♦♦•♦•♦•♦•♦•♦•♦♦:♦•♦♦•♦♦♦:♦♦♦♦•♦♦•♦♦•♦•♦♦♦:♦♦♦♦♦♦♦♦♦_....♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦:♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�+1 �i'-♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ 4x4 = 25 17 26 16 27 15 28 14 29 30 13 31 12 32 10 18 7x6 = 11 I 4x4 = I 6-2-0 11-11-0 14-9-10 14-11-8 17-8-0 20-3-0 23-5-0 29-7-4 6-2-0 5-9-0 2-10-10 0-1-'14 2-8-8 2-7-0 3-2-0 6-2-4 LADING te Offsets(X,Y)-- [5:0-3-0,0-4-8],[16:0-3-0,0-4-8] (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL) -0.01 17-18 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.27 Vert(CT) -0.03 11-12 >999 240 CDL 11.0 Rep Stress lncr NO WB 0.42 Horz(CT) -0.01 11 n/a n/a CLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.01 14 >999 240 Weight:351 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, OT CHORD 2x6 DF 1800E 2.1E except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 14-11-8 except(t=length)11=9-7-12,12=9-7-12,15=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=-695(LC 24),1=-231(LC 56),11=-683(LC 25),16=-333(LC 22),17=139(LC 23),12=-349(LC 22),15=182(LC 33),13=-165(LC 25) Max Gray All reactions 250 lb or less at joint(s)except 18=774(LC 43),1=506(LC 54),11=758(LC 42),16=1727(LC 1),17=924(LC 1),12=1945(LC 1),15=1216(LC 46),13=1037(LC 46) IORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-18=-512/173,2-3=-1054/1027,3-4=-1022/1024,4-5=-1111/1438,5-6=-2424/1228, 6-7=-1061/1352,7-8=-950/917,8-11=-518/75 BOT CHORD 17-18=-918/943,16-17=-1138/919,15-16=-1089/1278,14-15=-914/1212, 13-14=-1040/1330,12-13=-1002/1301, 11-12-- -1106/942 111/EBS 3-18=-1121/1195,3-17=-1235/1254,4-17=-1069/1288,4-16=-1422/1299, 5-16=-2562/1522,5-14=-1261/2188,6-14=-1247/2147,6-12=-2528/1517, 7-12=-1482/1305,7-11=-1098/1365 MES- n 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: 0, j P R Qp- Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. �Co <. G l N E& //� Webs connected as follows:2x4-1 row at 0-9-0 oc. /7' ., All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to / ' ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ��}� Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate �9 °' grip DOL=1.60 -- ,�.�•^ TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. f7 OREGON j All plates are 3x4 MT20 unless otherwise indicated. 4- p�� k This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.0 Q �' r 25).\''' 2 �"�- 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 r Iwill fit between the bottom chord and any other members. C jq R o Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 695 lb uplift at joint 18,231 lb uplift at joint inpjoint 1,683 aplift at joint 11,333 lb uplift at joint 16,139 lb uplift at joint 17,349 lb uplift at joint 12,182 lb uplift at joint 15 and 165 EXPIRES: 12-31-2019 lb 10)This truss has been designed for a moving concentrated load of 250.OIb live and 250.0Ib dead located at all mid panels and at all April 11,2019 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ntin L page 2 MINN 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 MiTeket connectors.This design is based only upon parameters shown,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 M1T8,k` 11111. is always required for stability and to prevent collapse with possible personal Misty 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 1 lib Truss Truss Type Qty Ply 21367-6S K5964894 367-6S 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. Thu Apr 11 10:51:15 2019 Page 2 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-T9F9CgQl DkmxEfhtDJPKWicvYZUehlLwzNn3ufzRpOA OTES- 1)This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 29-7-4 for 300.0 plf. 12)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 29-7-4 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 16-6-4,and 1400 lb down and 241 lb Iup at 18-6-4 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) I Vert:1-2=-72,2-8=-72,8-9=-72,10-18=-90(F=-72) Concentrated Loads(Ib) Vert:28=-1310(B)29=1310(B) I I I I I I I I I I I I I : MM. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE M11-7473 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 M iTek° 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/Wit 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 21367-6S K5964895 367-6S 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. Thu Apr 11 10:51:17 2019 Page 1 ID:jaigHA2yM7LWX3u1 OVv7rizjVrO-PYMwdWRYILOfTzrGKjRob7hF1 N819gODRhGAyYzRpO8 I 3-3-8 9-0-8 14-9-8 20-6-8 i 26-3-8 29-7-4 3-3-8 5-9-0 5-9-0 5-9-0 5-9-0 3-3-12 Scale=1:49.5 1 7x6 = 1 2 19 3 20 4 21 5 22 6 23 7 24 8 9 1� n n • n r2 of 6x6 = 25 17 26 16 27 28 15 29 14 30 13 31 12 32 10 18 11 7x6 = I 4x4 = 1 5-2-06-2-0 10-5-8 11-11-0 i 17-8-0 i 23-5-0 29-7-4 5-2-0 1-0-0 4-3-8 1-5-8 5-9-0 5-9-0 6-2-4 ate Offsets(X,Y)-- [5:0-3-0,0-4-8],[13:0-3-0,0-4-8] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL) -0.02 15-16 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.42 Vert(CT) -0.04 15-16 >999 240 DL 11.0 Rep Stress Incr NO WB 0.38 Horz(CT) -0.01 18 n/a n/a LL 0.0 * Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.02 15-16 >999 240 Weight:354 lb FT=20% DL 9.0 LUMBER- BRACING- P CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, T CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 19-1-12 except(jt=length)18=5-5-8,1=5-5-8,17=0-3-8,15=0-3-8. I (lb)- Max Horz 1=76(LC 4) Max Uplift All uplift 100 lb or less at joint(s)except 18=-906(LC 22),1=-350(LC 56),11=760(LC 33),13=-141(LC 22),14=-170(LC 23),12—145(LC 22),17=-171(LC 23),15=-383(LC 22) Max Gray All reactions 250 lb or less at joint(s)except 18=1616(LC 47),1=383(LC 54),11=899(LC 20),13=887(LC 82),14=941(LC 73),12=968(LC 1),17=1171(LC 1),15=2311(LC 47) IRCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-18=-647/121,2-3=-1039/1027,3-4=-2240/1239,4-5=-1080/1285,5-6=-989/994, 6-7=-940/919,7-8=-949/920,8-11=-525/67 I BOT CHORD 17-18=-996/1456,16-17=-1074/1495,15-16=-965/1233,14-15=-1012/1239, 13-14=-1104/938,12-13=-988/931,11-12=-1015/989 I EBS 3-18=-1985/1431,3-16=-1200/1803,4-16=-1257/2000,4-14=-2392/1519, 5-14=-1321/1282,5-13=-1101/1266,6-13=-1247/1258,6-12=-1179/1222, 7-12=-1227/1245,7-11=-1182/1214 G� TES- TES-2-ply truss to be connected together with 10d(0.131"x3")nails as follows:111 G d PR��C V Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. t(, cS Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. �Gj .,\N‘ � 15).G GIN4-4 >® Webs connected as follows:2x4-1 row at 0-9-0 oc. C;O Gk. IAll loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to 'Q "F' ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 4 89200PE Wind:ASCE 7-10;Vult=12Omph(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 0 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. OREGON 44/ All plates are 3x4 MT20 unless otherwise indicated. I.- gyp` k This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. q}' 14 25) �-�- , 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 wideI �3j will fit between the bottom chord and any other members. F{}R t t Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 906 lb uplift at joint 18,350 lb uplift at joint 1,760 lb uplift at joint 11,141 lb uplift at joint 13,170 lb uplift at joint 14,145 lb uplift at joint 12,171 lb uplift at joint 17 and 383 EXPIRES: 12-31-2019 lb uplift at joint 15. 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. t ntinned on[page2 401,WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MB-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTeke 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?PI1 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 i b Truss Truss Type Qty Ply 21367-6S L K5964895 367-6S 0 WG4A SPECIAL 1 e� Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:51:17 2019 Page 2 ID:jaigHA2yM7LWX3u1 OVv7rizjVrO-PYMwdWRYILOfTzrGKjRob7hF1 N819gODRhGAyYzRpO8 IOTES- 1)This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 29-7-4 for 300.0 plf. 12)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 29-7-4 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 6-6-4,and 1400 lb down and 241 lb up Iat 8-6-4 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=-72,2-8=-72,8-9=-72,10-18=-90(F=-72) Concentrated Loads(Ib) Vert:27=-1310(B)28=-1310(B) I I I I I ' iI I I 1 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p MI OM building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iw ilek¢ 250 Klug Circle is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 b Truss Truss Type Qty Ply 21367-6S K5964896 367-6S WG5 SPECIAL 1 L n Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:51:20 2019 Page 1 I D:jaigHA2yM7LWX3u1OVv7rizjVrO-p722FXUR1 GODKQarOs?VDIJnpa9zM?nf7fUgZszRp05 3-3-8 9-0-811-9 14-9-8 20-6-8 24-5-11 26-3-8 l 29-7-4 3-3-8 5-9-0 10-11-1 4-9- 15 5-9-0 3-11-3 1-9-13 3-3-12 Scale=1:49.5 I 7x6 = 3x6 = 1 2 21 3 22 4 23 5 24 6 25 7 26 8 9 I rD 0 El o vo III WM o oD 2i_!.!!!!!__7.4_-._l/:! !i! � 4x4 = 27 19 28 16 29 17 30 31 16 32 15 33 14 34 35 36 13 3712 38 11 10 20 7x6 = 4x4 = I I 6-2-0 l 9-8-4 11-11-0 15-3-12 I 17-1-0 17.8-Q 19-1-12 I 23-5-0 I24-5-4 I 29-7-4 6-2-0 3-6-4 2-2-12 3-4-12 1-9-4 7- 1-5-12 4-3-4 1-0-4 5-2-0 LADING te Offsets(X,V)-- [5:0-3-0,04-8],[15:0-3-0,04-8] (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.03 13-14 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.45 Vert(CT) -0.05 13-14 >999 240 I CLL 11.0 Rep Stress Ina NO WB 0.47 Horz(CT) -0.01 11 n/a n/a CLL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.02 13-14 >999 240 Weight:351 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, OT CHORD 2x6 DF 1800E 2.1E except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 0-3-8 except(jt=length)20=9-11-12,11=5-5-8,15=4-1-8,19=9-11-12,1=9-11-12. (Ib)- Max Horz 1=-72(LC 4) Max Uplift All uplift 100 lb or less at joint(s)except 20=-661(LC 24),11=-825(LC 25),15=254(LC 22), 19=-327(LC 23),1=-217(LC 56),18=-208(LC 22),16=-421(LC 23),14=482(LC 25),12=-336(LC 22) Max Gray All reactions 250 lb or less at joint(s)except 20=703(LC 43),11=1331(LC 46),15=886(LC 1), 19=1813(LC 1),1=521(LC 54),18=1284(LC 47),16=2695(LC 46),14=3061(LC 46),12=2094(LC 47) IRCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-20=-488/200,2-3=-1057/1028,34=-1108/1358,4-5=-2070/1180,5-6=-1204/1980, 6-7=-2303/1201,7-8=-923/914,8-11=-535/56 BOT CHORD 19-20=-1033/911,18-19=-1049/1189,17-18=-931/1148,16-17=-903/912,15-16=-911/920, 14-15=-1046/1096,13-14=-807/877,12-13=-1183/1647,11-12=-946/1489 I EBS 3-20=-1107/1329,3-19=-1466/1316,4-19=-2276/1473,4-17=-1205/1908, 5-17=-1292/2302,5-15=-2684/1547,6-15=-2886/1588,6-13=-1312/2455, 7-13=-1163/1803,7-11=-2030/1412 IOTES- 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: �f no PRO fits Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. 4[ Bottom chords connected as follows:2x6-2 rows staggered at 0-5-0 oc. N� oG /� 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 �✓ -7 ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. *lip 92 S OPF 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 ""s grip DOL=1.60 ( TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 0 Provide adequate drainage to prevent water ponding. OREGON 10 a- All plates are 3x4 MT20 unless otherwise indicated. f N. ..4% This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i0 '9Y 14 20 �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 })r RIO- will fit between the bottom chord and any other members. fR R I`,,,�... I Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 661 lb uplift at joint 20,825 lb uplift at joint 11,254 lb uplift at joint 15,327 lb uplift at joint 19,217 lb uplift at joint 1,208 lb uplift at joint 18,421 lb uplift at joint 16,482 lb uplift at joint 14 and 336 lb uplift at joint 12. EXPIRES: 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 April 11,2019 panel points along the Top Chord and Bottom Chord,nonconcurrent with another live loads. ntinjed on page 2 M -- WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MWTEK REFERENCE PAGE MI1-7473 rev.10/032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �" a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* ju 250 Klug Circle is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?P/7 Quality Criteria,DSB-89 and BCS/Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 J b Truss Truss Type Qty Ply 21367-6S n 0 K5964896 367-6S WG5 SPECIAL 1 L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:51:20 2019 Page 2 ID:jaigHA2yM7LWX3u1 OVv7rizjVrO-p722FXUR1 GODKQarOs?VDIJnpa9zM?nf7fUgZszRpOS OTES- 1)This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 I to 29-7-4 for 300.0 plf. 12)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 29-7-4 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 10-10-0,1400 lb down and 241 lb up Iat 12-10-0,1400 lb down and 241 lb up at 14-10-10,1400 lb down and 241 lb up at 20-10-0,and 1400 lb down and 241 lb up at 22-10-0,and 1400 lb down and 241 lb up at 23-10-8 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=-72,10-20=-90(F=-72) Concentrated Loads(Ib) Vert:16=-1310(B)29=-1310(B)30=-1310(B)34=-1310(B)36=-1310(B)37=-1310(B) I I I I I I I I I I I I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.YO/03/20Y5 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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 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. MOM Corona,CA 92880 ib Truss Truss Type Qty Ply 21367-6S e� K5964897 367-6S WG5A SPECIAL 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:51:22 2019 Page 1 I D:jaigHA2yM7LWX3u1 OVv7rizjVrO-mVApgDVhZtexakkD7H1 zIAP6vOuTgw5yazzxelzRpO3 I 3-3-8 9-0-8 14-9-8 14-1-10 20-6-8 26-3-8 29-7-4 3-3-8 5-9-0 5-9-0 0- -2 5-8-14 5-9-0 3-3-12 Scale=1:49.5 7x6 = 1 2 19 3 20 4 21 5 22 6 23 7 24 8 9 I n n 0 n m [I El ��III n 4x4 = 25 17 26 16 27 15 •28 29 14 30 •• 13 • 31 • • ••12 • • 32• 10 18 7x6 = 11 4x4 = I 6-2-0 9-4-4 1 11-11-0 14-7-12 14.g 10 17-8-0 23-5-0 29-7-4 6-2-0 3-2-4 2-6-12 2-8-12 0-1I-14 2-10-6 5-9-0 6-2-4 plate Offsets(X,V)-- [5:0-3-0,0-4-8],[13:0-3-0,0-4-8] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL) -0.01 11-12 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.25 Vert(CT) -0.03 17-18 >999 240 CDL 11.0 Rep Stress Incr NO WB 0.42 Horz(CT) -0.01 16 n/a n/a CLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.01 15 >999 240 Weight:354 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, OT CHORD 2x6 DF 1800E 2.1E except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 9-7-12 except(jt=length)11=14-11-8,13=14-11-8,12=14-11-8,16=0-3-8,14=0-3-8. (Ib)- Max Horz 1=76(LC 4) Max Uplift All uplift 100 lb or less at joint(s)except 18=-696(LC 24),1=-201(LC 56),11=-749(LC 33),13=-338(LC 22),17=-356(LC 23),12=-133(LC 22),16=-189(LC 22),14=-152(LC 22) Max Gray All reactions 250 lb or less at joint(s)except 18=736(LC 43),1=521(LC 54),11=855(LC 42),13=1761(LC 1),17=1950(LC 1),12=925(LC 1),16=1175(LC 47),14=1039(LC 47) I ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-18=-470/198,2-3=-1060/1032,3-4=-1105/1352,4-5=-2366/1238,5-6=-1086/1383, 6-7=-964/974,7-8=-947/920,8-11=-527/65 BOT CHORD 17-18=-1036/914,16-17=-1074/1338,15-16=-948/1243,14-15=-994/1249, 13-14=-994/1184,12-13=-1147/952,11-12=-1001/957 I EBS 3-18=-1133/1355,3-17=-1473/1335,4-17=-2502/1530,4-15=-1268/2132, 5-15=-1287/2179,5-13=2521/1528,6-13=-1413/1309,6-12=-1093/1306, 7-12=-1255/1257,7-11=-1143/1222 2-ply P� fir 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: p Opts 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. AN- Bottom '7 Webs connected as follows:2x4-1 row at 0-9-0 oc. /1j )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 "5� ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 8920QPE t' Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; ; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 is TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding.0 OREGON 4t All plates are 3x4 MT20 unless otherwise indicated. � D` �. )This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. / 4> `2 `}` 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 `+'l .e.will fit between the bottom chord and any other members. \\\.........„.-71.. ill 'RR R 1 I)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 696 lb uplift at joint 18,201 lb uplift at joint 1,749 lb uplift at joint 11,338 lb uplift at joint 13,356 lb uplift at joint 17,133 lb uplift at joint 12,189 lb uplift at joint 16 and 152 EXPIRES: 12-31-2019 lb uplift at joint 14. 10)This truss has been designed for a moving concentrated load of 250.01b live and 250.01b dead located at all mid panels and at all April 11,2019 .anel.oints alon.the To.Chord and Bottom Chord nonconcurrent with an other live loads. •nti ed on oage 2 MOM ak WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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/TP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S K5964897 367-6S 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. Thu Apr 11 10:51:23 2019 Page 2 I D:jaigHA2yM7LWX3u 1 OVv7rizjVrO-EikBtZWJKBmoCuJPh_YCrOxHfnEhZNK5pdjUABzRpO2 'OTES- 1)This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 29-7-4 for 300.0 plf. 12)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 29-7-4 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 10-10-0,and 1400 lb down and 241 lb Iup at 12-10-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. AD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-8=-72,8-9=-72,10-18=-90(F=-72) ' Concentrated Loads(Ib) Vert:27=-1310(B)28=-1310(B) I 1 I I 1 I I I I 1 I I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. INII Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MTrek' is always required for stability and to prevent collapse with 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 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 21367-6S e� K5964898 367-6S WG6 SPECIAL 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:51:25 2019 Page 1 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-A4rxlFXZso1 WRBSooPbgwpl drbtrl HNOGxCbE4zRpO0 3-1-10Il 8-6-14 14-0-2 19-5-6 24-10-10 28-0-0 3-1-10 5-5-4 5-5-4 5-5-4 5-5-4 3-1-6 Scale=1:46.7 1 7x6 =- 1 1 2 18 3 19 4 20 5 21 622 7 23 8 9 IE n 0 n n EI : 0 ri . T 0 I 3 !•!•!!!!•!•!•!!•!!!•!•!•!•!!!!.!•!•!•!•!•!•!•!!!!�Al�sAl�l�!!!•!•!•!•!•!•!•!•!•!•!�!•!•!�!•!•!•!•!._e yt••••••••••••••••••••••••••••••••Oi•.••••••••••••••••• 4x4 = 24 16 25 15 26 14 27 28 29 13 30 31 12 32 11 33 4x4 = 17 7x6 = 7x6 = 10 I 1 5-10-4 11-3-8 112-7-0 16-8-12 18-2-0 22-2-0 28-0-0 5-10-4 5-5-4 1-3-8 4-1-12 1-5-4 4-0-0 5-10-0 IIIlate Offsets(X,Y)-- [5:0-3-0,0-4-8],[15:0-3-0,0-4-8] OADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) -0.02 13-14 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.40 Vert(CT) -0.04 13-14 >999 240 CDL 11.0 Rep Stress Incr NO WB 0.45 Horz(CT) -0.00 14 n/a n/a CLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.01 13-14 >999 240 Weight:334 lb FT=20%a 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, 11,OT CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 12-10-8 except(jt=length)9=10-1-8,10=10-1-8,11=10-1-8,14=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=-181(LC 61),10—661(LC 25),15=-220(LC 22),16=-146(LC 22),11=-353(LC 22),1=-200(LC 56),14=-536(LC 25),12=-383(LC 25) Max Gray All reactions 250 lb or less at joint(s)except 17=740(LC 43),9=302(LC 62),10=682(LC 42),15=1049(LC 1),16=897(LC 79),11=2008(LC 1),1=506(LC 54),14=3273(LC 46),12=2262(LC 46) I ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-17=-478/156,2-3=-843/820,3-4=-947/975,4-5=-1051/1426,5-6=-2549/1214, 6-7=-1052/1376,7-8=-967/942,8-10=-446/185 BOT CHORD 16-17=-910/855,15-16=-1078/893,14-15=-954/1244,13-14=-913/1246,12-13=-943/1328, 11-12=-1037/1369,10-11=-989/883 I EBS 3-17=-1037/1125,3-16=-1155/1169,4-16=-1013/1257,4-15=-1371/1240, 5-15=-2648/1477,5-13=-1251/2332,6-13=-1232/2278,6-11=-2621/1478, 7-11=-1449/1258,7-10=-1063/1339 O-pS- f PR Fr 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: [} C Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. "<<"\‘'-' 61S, Bottom chords connected as follows:2x6-2 rows staggered at 0-4-0 oc. ` Gt l\b °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 't� g y' ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. c? 2�{ P f Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; • MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 k 0)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. OREGON 44/ All plates are 3x4 MT20 unless otherwise indicated. �f ��` h )This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 14 2... +� 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide � ' j will fit between the bottom chord and any other members. filfiR R t l_.\,- IProvide mechanical connection(by others)of truss to bearing plate capable of withstanding 669 lb uplift at joint 17,181 lb uplift at joint 9,661 lb uplift at joint 10,220 lb uplift at joint 15,146 lb uplift at joint 16,353 lb uplift at joint 11,200 lb uplift at joint 1,536 lb EXPIRES: 12-31-2019 uplift at joint 14 and 383 lb uplift at joint 12. 10)This truss has been designed for a moving concentrated load of 250.0lb 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. ,,.ntlmia,adoe,3rify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. 11111 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 TPIf Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type Qty Ply 21367-6S K5964898 I67-6S WG6 SPECIAL 1 n G Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:51:25 2019 Page 2 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-A4rxlFXZso1 W RBSooPbgwpl drbtrl HNOGxCbE4zRpO0 TES- )This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 28-0-0 for 300.0 plf. 12)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 28-0-0 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1400 lb down and 241 lb up at 13-1-12,1400 lb down and 241 lb up Iat 15-1-12,and 1400 lb down and 241 lb up at 17-1-12,and 1400 lb down and 241 lb up at 17-7-4 on bottom chord. The designVselection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard i1Dead+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)30=-1310(B)31=-1310(B) I 1 I I I 1 I I I 1 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. tilt Design valid for use only with MiTek®connectors.This 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 NI"eke is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S K5964899 67-6S 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. Thu Apr 11 10:51:27 2019 Page 1 I D:jaigHA2yM7LWX3u1 OVv7rizjVrO-6TzijwZgOQHEgVcBwgd8?E6zSPYDVAphkFhiJyzRpO_ I I 3-1-10 8-6-14 14-0-2 l 19-5-6 24-10-10 28-0-0 3-1-10 5-5-4 5-5-4 5-5-4 5-5-4 3-1-6 Scale=1:46.7 I 7x6 = 1 2 20 3 21 4 22 5 23 6 24 7 25 8 9 0 ipiv El 111 Li ® v v •i� �ii �i�i�W Ciiiiii1:,‘ .1:r1: iii*iii•i :•••:* i*:i*iiii*ii* *i�i�i�i� 6x6 = 26 18 27 28 17 29 16 30 15 31 14 32 33 34 1335 12 36 11 37 4x4 = 19 7x6 = 10 I I 3-1-0 l 5-10-4 8-4-8 1 210-.51-42 1-3-812-2-8 16-8-12 17-10-0 22-2-0 28-0-0 3-1-0 2-9-4 2-6-4 2-0-12 h-10-40-11-0 4-6-4 1-1-4 4-4-0 5-10-0li ate Offsets(X,Y)-- [5:0-3-0,0-4-8],[15:0-3-0,0-4-8] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.02 13-14 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.47 Vert(CT) -0.04 13-14 >999 240 DL 11.0 Rep Stress Incr NO WB 0.45 Horz(CT) -0.01 19 n/a n/a LL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.02 13-14 >999 240 Weight:336 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, T CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 0-3-8 except(jt=length)19=3-4-8,9=10-5-8,10=10-5-8,15=4-1-8,11=10-5-8,1=3-4-8. (Ib)- Max Horz 1=-238(LC 22) I Max Uplift All uplift 100 lb or less at joint(s)except 19=897(LC 22),9=-169(LC 61),10=-706(LC 25),15=-187(LC 22),11=-302(LC 22),1-338(LC 56),18=-129(LC 33),16=-240(LC 22),14=-666(LC 22),12=221(LC 25) Max Gray All reactions 250 lb or less at joint(s)except 19=1546(LC 47),9=305(LC 62),10=739(LC 42),15=654(LC 84),11=1755(LC 1),1=371(LC 54),18=982(LC 46),16=1583(LC 47),14=4155(LC 47),12=1302(LC 1) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. D . P CHORD 2-19=-638/120,2-3=-826/821,3-4=-2128/1206,4-5=-1121/1792,5-6=-1920/1095, 6-7=-1025/1237,7-8=-968/944,8-10=-434/178 BOT CHORD 18-19=-986/1498,17-18=-972/1421,16-17=-826/942,15-16=-974/1020,14-15=-855/864, 13-14=-828/950,12-13=-931/1074,11-12=-988/1117,10-11=-949/875 IEBS 3-19=-1936/1360,3-17=-1155/1740,4-15=-2741/1536,4-17=-1291/2356, 5-15=-2545/1479,5-13=-1254/2208,6-13=-1172/1863,6-11=-2167/1409, 7-11=-1385/1261,7-10=-1075/1314 IOTES- 2-ply truss to be connected together with 10d(0.131'x3")nails as follows: 1,t) P R Opk- Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. C S Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. . G!N E .- Webs connected as follows:2x4-1 row at 0-9-0 oc. 6) 1,• IAll loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 89200PE t' Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; �,�rr� 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 4j TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 0 In Ct- Provide adequate drainage to prevent water ponding. OREGONAll plates are 3x4 MT20 unless otherwise indicated. L. .\b` A. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /0 "y- 14, $d 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 4F> Iwill fit between the bottom chord and any other members. R1:110- Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 897 lb uplift at joint 19,169 lb uplift at joint 9,706 lb uplift at joint 10,187 lb uplift at joint 15,302 lb uplift at joint 11,338 lb uplift at joint 1,129 lb uplift at joint 18,240 lb EXPIRES: -201 uplift at joint 16,666 lb uplift at joint 14 and 221 lb uplift at joint 12. 10)This truss has been designed for a moving concentrated load of 250.01b live and 250.0Ib dead located at all mid panels and at all April 11,2019 panel points along the Top Chord and Bottom Chord,nonconcurrent with an other live loads. Inti e6291aGge ertry design parameters and READ NOTES ON THIS AND INCLUDED M1TEK 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,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 MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S K5964899 367-6S WG6A SPECIAL 1 n L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:51:28 2019 Page 2 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-bfX4xGaS9jP5IfBNUX8NXRf8CotS Ed3rzuQFgPzRpNz OTES- 1)This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 28-0-0 for 300.0 plf. 12) Girder carries tie-in span(s):5-6-0 from 0-0-0 to 28-0-0 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1400 lb down and 241 lb up at 5-1-12,1400 lb down and 241 lb up at I7-1-12,1400 lb down and 241 lb up at 13-1-12,and 1400 lb down and 241 lb up at 15-1-12,and 1400 lb down and 241 lb up at 17-1-12 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 I Uniform Loads(plf) Vert:1-2=-72,2-8=-72,8-9=-72,10-19=-90(F-72) Concentrated Loads(Ib) Vert:28=-1310(B)29=-1310(B)32=-1310(B)34=-1310(B)35=-1310(B) I 1 I I I I I I 1 1 I I 1 : MINIM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/I-7473 rev.10103/2015 BEFORE USE. Mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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 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 I ob i Truss Truss Type Qty Ply 21367-65 367-6S WG7 SPECIAL 1 K5964900 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:51:30 2019 Page 1 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-X2fgMybihLfpXyLmbyArdskUlcX_i Wd7QCvMvHzRpNx 3-1-10 8-6-14 14-0-2 1 16-8-12 i 19-5-6 1 24-10-10 I 28-0-0 3-1-10 5-5-4 5-5-4 2-8-10 2-8-10 5-5-4 3-1-6 Scale=1:47.2 I3x4 II7x6 = x 3x4 = 3x4 = 5 6 = 3x4 = 3x6 = 3x4 12 19 3 20 4 21 5 22 6 23 7 24 8 25 910 ': lIll%NIS'illiiiiiiiiiiiiiiiiiillIllIll=illIllIllkIlkh.. pdill°°°°°°'AIIIIIIIhllihh.... W. .AIIIIIIIIIIIkHN'. !w !!i!!!?!!!?!i!i?i!i!i?i!i!i?i?i!i!i!i!i?i!i!i0ti!iw?i!i!iti!i!i!i!i!i2i!i!i!i?i!i!i?i!i?Oi!i!i?i!iii?i!i!i?i!i!i�i!i!i!i!i!i!i!i'< E:.!i!i!i!i!i!i!i!i!i!i!i!i!i:::!i!i?i!i 4x4 = 26 17 27 16 28 2914 30 31 32 13 3312 34 6x6 = 18 3x4 = 7x6 = 15 6x6 = 11 I 4x6 = 8x8 = I17-1-e 5-10-4 11-3-8 16-6-10 16- 12 19-5-6 22-2-0 23-7-8 28-0-0 5-10-4 5-5-4 5-3-2 0-b J2 2-3-14 2-8-10 I 1-5-8 4-4-8 I 0-4-12 Ilate Offsets(X,Y)-- [5:0-3-0,0-4-8],[6:0-2-0,0-1-8],[11:0-3-0,0-4-0],[13:0-3-0,0-3-12],[14:0-4-0,0-4-12],[16:0-3-0,0-4-8] OADING (psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl LAPLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.05 13-14 >999 360 MT20 220/195 CDL 11.0 Lumber DOL 1.15 BC 0.60 Vert(CT) -0.10 13-14 >879 240 CLL 0.0 Rep Stress Incr NO WB 0.57 Horz(CT) 0.01 11 n/a n/a CDL 9,0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.04 13-14 >999 240 Weight:341 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. 6-14:2x4 DF No.1&Btr EACTIONS. All bearings 16-6-10 except(jt=length)10=4-8-0,11=4-8-0,12=0-3-8. (Ib)- Max Horz 1=-234(LC 22) Max Uplift All uplift 100 lb or less at joint(s)16 except 18=-673(LC 24),10=-652(LC 47),11=-1018(LC 25), 17=-160(LC 22),15=-i254(LC 25),1=-198(LC 56),12=-252(LC 22) Max Gray All reactions 250 lb or less at joint(s)10 except 18=757(LC 21),11=2468(LC 46),16=652(LC 82), 17=939(LC 1),15=6874(LC 46),15=6734(LC 1),1=508(LC 54),12=1661(LC 47) IRCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-18=-473/161,2-3=-816/820,3-4=-923/909,4-5=-950/1066,5-6=-1073/1947, 6-7=-1265/761,7-8=-3699/1466,8-9=-945/951,9-11=-802/186 IOT CHORD 17-18=-887/879,16-17=-1009/863,15-16=-1365/917,14-15=-1534/518, 13-14=1224/2592,12-13=-1178/2287,11-12=-1105/2327 EBS 3-18=-1067/1116,3-17=-1134/1156,4-17=-1045/1165,4-16=-1198/1189, 5-16=-1102/1488,5-15=-1495/1190,7-13=-1269/2307,8-13=-1286/2663, 8-11=-2935/1516,6-15=-6475/1664,7-14=-2252/1326,6-14=-1742/6797 TOTES- QED PROFF 2-ply truss to be connected together with 10d(0.131'x3")nails as follows: '' cY Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. ��AG I N E,R �,© Bottom chords connected as follows:2x6-2 rows staggered at 0-3-0 oc. �,. Webs connected as follows:2x4-1 row at 0-9-0 oc. 'W -y All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to C ' 89200PE t' ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; ' --w MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate ••® grip DOL=1.60ct- TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 -. OREGONt (14,Provide adequate drainage to prevent water ponding. . \ This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. "/ 4)' 142fl �'�` 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 41 'n will fit between the bottom chord and any other members. t 1 R 41 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)16 except(jt=lb) 18=673,10=652,11=1018,17=160,15=1254,1=198,12=252. EXPIRES: 12-31-2019 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. April 11,2019 ntinfierl on nano 2 NMI 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 properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S n K5964900 367-6S WG7 SPECIAL 1 L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:51:31 2019 Page 2 I D:jaigHA2yM7LWX3u 1 OVv7rizjVrO-?ECDZIcKSenf96wy9gi493HfV0tDRztHfsfvRkzRpNw 1 OTES- 0)This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 28-0-0 for 300.0 plf. 11)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 28-0-0 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)3205 lb down and 552 lb up at 17-1-8,1400 lb down and 241 lb up at I19-0-12,and 1400 lb down and 241 lb up at 21-0-12,and 1400 lb down and 241 lb up at 23-0-12 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 IUniform Loads(plf) Vert:1-2=-72,2-9=-72,9-10=-72,11-18=-90(F=-72) Concentrated Loads(lb) Vert:14=-3000(B)30=-1310(B)32=-1310(B)33=-1310(B) I I I I 11 i I I I I 1 I 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 " 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 ANS!?PII Quality Criteria,DSB-89 and BCS/Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S 11 K5964901 367-6S WG7A SPECIAL 1 n L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:51:32 2019 Page 1 I D:jaigHA2yM7LWX3u 1 OVv7rizjVrO-TQmbmedyDyvW nGV8jNDJiHpgMQJoAShQtWOTzAzRpNv 3-1-10 8-6-14 14-0-2 19-5-6I 24-10-10 28-0-0 I 3-1-10 5-5-4 5-5-4 5-5-4 5-5-4 3-1-6 Scale=1:46.7 1 7x6 = 1 2 18 3 19 4 20 5 21 6 22 7 23 8 9 II = In r7 n r of i ' n in 0.00000'O•'•'••OO•'•O••00000.0000••••••••ODOOO.0000..- _C•• •O•O0:.00000•0.00.00•000• • ••••• •x••00•• ••OO.p: • Ell 4x4 = 24 16 25 15 26 14 27 13 28 12 29 11 30 4x4 = 17 7x6 = 10 I I 5-10-4 8-10-8 11-3-8I 14-5-8 16-8-12 22-2-0 28-0-0 5-10-4 3-0-4 2-5-0 3-2-0 2-3-4 5-5-4 5-10-0 late Offsets(X,Y)-- [5:0-3-0,0-4-8],[12:0-3-0,0-4-8] TOADING (psf25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.01 13-14 >999 360 MT20 220/195 CDL 11,0 Lumber DOL 1.15 BC 0.25 Vert(CT) -0.03 16-17 >999 240 CLL 0.0 Rep Stress lncr NO WB 0.41 Horz(CT) -0.01 15 n/a n/a CDL 9.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.01 13-14 >999 240 Weight:336 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 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 13-10-0 except(jt=length)17=9-2-0,16=9-2-0,1=9-2-0,15=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)15 except 17=-670(LC 24),9=-181(LC 61),10=-734(LC 25), 12=-307(LC 22),16=373(LC 22),11=129(LC 22),1=-173(LC 56),13=-268(LC 22) Max Gray All reactions 250 lb or less at joint(s)except 17=704(LC 43),9=294(LC 62),10=801(LC 42),12=1576(LC 1),16=1987(LC 1),11=902(LC 84),1=519(LC 54),15=739(LC 80),13=1701(LC 47) 11 RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-17=-438/180,2-3=-848/824,3-4=-1025/1266,4-5=-2288/1175,5-6=-1040/1323, 6-7=-956/968,7-8=-965/943,8-10=-456/156 BOT CHORD 16-17=-1013/840,15-16=-951/1235,14-15=-1030/1294,13-14=-853/1141, 12-13=-1024/1214,11-12=1067/880,10-11=-870/882 I EBS 3-17=-1062/1272,3-16=-1381/1247,4-16=-2439/1467,4-14=-1229/2104, 5-14=-1242/2140,5-12=-2470/1474,6-12=-1348/1256,6-11=-1053/1259, 7-11=-1210/1209,7-10=-1098/1177 IOTES- 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: ,v PROP 61(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 0-7-0 oc. �`CO �G[M ESR /0 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 44./ ' ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. C ':9200P T Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; 1 MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate ' grip DOL=1.60 -!" 0 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. OREGON 4, All plates are 3x4 MT20 unless otherwise indicated. N *�. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. // '44' 14, �'�— 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 C5 111will fit between the bottom chord and any other members. �E R R�+L� Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15 except(jt=lb) 17=670,9=181,10=734,12=307,16=373,11=129,1=173,13=268. EXPIRES: 12-31-2019 )This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. April 11,2019 ntinued on Dace 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 11111. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Milek@ is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPI1 Quality Criteria,DSB-89 and BCSI Building Component NM=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 21367-6S K5964901 367-6S II WG7A SPECIAL 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:51:33 2019 Page 2 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-xdKz_eb_G 1 NOQ3KG5kYEUM?6pf1 vvxa6A80VczRpNu I OTES- 1)This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 28-0-0 for 300.0 plf. 12)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 28-0-0 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1400 lb down and 241 lb up at 11-0-12,and 1400 lb down and 241 lb 10 up at 13-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. AD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) IVert:1-2=-72,2-8=-72,8-9=-72,10-17=-90(F=-72) Concentrated Loads(Ib) Vert:14=-1310(B)27=-1310(B) III I , 1 I I I I I I I 1 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 Milekg is always required for stability and to prevent collapse 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,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 21367-6S K5964902 67-6S WG8 SPECIAL 1 n L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:51:35 2019 Page 1 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-t?SjPffrVtH5ekDjOVmOKvRLPdJ7NoFtaUd7aVzRpNs I 3.1-10 8-6-14 14-0-2 19-5-6 24-10-10 28-0-0 3-1-10 5-5-4 5-5-4 5-5-4 5-5-4 3-1-6 Scale=1:46.7 I 7x6 = 1 2 18 3 19 4 20 5 21 6 22 7 23 8 9 10 n n el ' n nE1 0 F] 4x4 = 24 16 25 15 26 14 27 13 28 12 29 30 11 31 6x6 = 17 7x6 = 10 I I 5-10-4 11-3-8 16-8-12 20-1-0 22-2-0 25-4-8 28-0-0 5-10-4 5-5-4 5-5-4 3-4-4 2-1-0 3-2-8 2-7-8 ate Offsets(X,Y)-- [5:0-3-0,0-4-8],[15:0-3-0,0-4-8] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) -0.01 12 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.28 Vert(CT) -0.03 16-17 >999 240 DL 11.0 Rep Stress Ina NO WB 0.42 Horz(CT) 0.01 10 n/a n/a LL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.01 12 >999 240 Weight:334 lb FT=20% DL 9.0 LUMBER- BRACING- P CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, T CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 20-1-0 except(jt=length)9=2-11-0,10=2-11-0,13=0-3-8,11=0-3-8. I (Ib)- Max Horz 1=-234(LC 22) Max Uplift All uplift 100 lb or less at joint(s)except 17=-679(LC 24),9—369(LC 61),10—895(LC 25),15=-132(LC 22),16=-158(LC 22),14=-338(LC 22),1=-197(LC 56),13=-217(LC 24),11=-387(LC 22) Max Gray All reactions 250 lb or less at joint(s)9 except 17=780(LC 21),10=1573(LC 46),15=853(LC 80), 16=910(LC 79),14=1804(LC 1),1=509(LC 54),13=1382(LC 47),11=2446(LC 47) litRCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-17=-473/162,2-3=-845/820,3-4=-923/897,4-5=-951/962,5-6=-1046/1333, 6-7=-2494/1233,7-8=-939/938,8-10=-671/131 BOT CHORD 16-17=-903/892,15-16=-928/858,14-15=-1084/899,13-14=-987/1255,12-13=-980/1322, 11-12=-969/1550,10-11=-1054/1670 /EBS 3-17=-1080/1124,3-16=-1126/1157,4-16=-1097/1147,4-15=-1176/1187, 5-15=-1024/1221,5-14=-1302/1222,6-14=-2575/1491,6-12=-1242/2204, 7-12=-1170/1848,7-10=-2087/1379 TES �� P R fifi tS 2-ply truss to be connected together with 10d(0.131'x3")nails as follows: �} (� G Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. 5_ Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. .,,Cj ��G t N E �, �o 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 oc1�� 5� ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 872Q�}(� { 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 ____, 0 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. -y OREGON w� All plates are 3x4 MT20 unless otherwise indicated. w �� This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. / �` 14 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 z ' try will fit between the bottom chord and any other members.I r, R13 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 679 lb uplift at joint 17,369 lb uplift at joint 9,895 lb uplift at joint 10,132 lb uplift at joint 15,158 lb uplift at joint 16,338 lb uplift at joint 14,197 lb uplift at joint 1,217 lb 112t- EXPIRES: 12-31-2019 uplift at joint 13 and 387 lb uplift at joint 11. 10)This truss has been designed for a moving concentrated load of 250.Olb live and 250.01b dead located at all mid panels and at all April 11,2019 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ntlr]AIe er 6VBal9-atify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIf-7473 rev.10/03/2015 BEFORE USE. Zlot Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mife,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 SQua250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,AlexandriaAN,VA 4rP22314/1 lity Criteria,DSB-89 and BCSI Building Component MOM. Corona,CA 92880 b 0Truss Truss Type Qty Ply 21367-6S K5964902 367-6S WG8 SPECIAL 1 n G Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 S Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:51:35 2019 Page 2 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-t?SjPffrVtH5ekDjOVmOKvRLPdJ7NoFtaUd7aVzRpNs I OTES- 1)This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 28-0-0 for 300.0 plf. 12)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 28-0-0 1.0 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1400 lb down and 241 lb up at 20-11-12,and 1400 lb down and 241 lb up at 22-11-12,and 1400 lb down and 241 lb up at 24-11-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. AD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) 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 1 I I I I I I 111 I 1 : 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 R a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-6S K5964903 367-6S WG8A SPECIAL 1 e� G Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:51:37 2019 Page 1 I D:jaigHA2yM7LWX3u 1 OVv7rizjVrO-gOaUgLh51 UXptt N6VwoUPKWh_R?irik9l o6EeNzRpNq I i 3-1-10 8-6-14 14-0-2 19-5-6 24-10-10 28-0-0 3-1-10 5-5-4 5-5-4 5-5-4 5-5-4 3-1-6 Scale=1:46.7 1 7x6 = 1 2 18 3 19 4 20 5 21 6 22 7 23 8 9 o n n ® L7 p n1 Z �O•OOOi000000000000000000i�00i�00000000000000000i�00000PO00000000000iOX0000 •00000000iO04000ii-s; 8000 • 040000000 4x4 = 24 16 25 15 26 14 27 13 28 12 29 30 11 31 6x6 = 177x6 = 10 1 I 5-10-4 11-3-8 16-8-12 20-1-0 22-2-0I 25-4-8 28-0-0 5-10-4 5-5-4 5-5-4 3-4-4 2-1-0 3-2-8 2-7-8 late Offsets(X,Y)-- [5:0-3-0,0-4-8],[15:0-3-0,0-4-8] ] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d 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 0.27 Vert(CT) -0.03 16-17 >999 240 IDL 11.0 Rep Stress Incr NO WB 0.42 Horz(CT) -0.01 11 n/a n/a LL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.01 12 >999 240 Weight:336 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, OT CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 20-1-0 except(jt=length)9=2-11-0,10=2-11-0,13=0-3-8,11=0-3-8. I (Ib)- Max Horz 1=238(LC 22) Max Uplift All uplift 100 lb or less at joint(s)except 17=-714(LC 24),9=-339(LC 61),10=-930(LC 25),15=-133(LC 22),16=-158(LC 22),14=-343(LC 22),1=-182(LC 56),13=-212(LC 24),11=-383(LC 22) Max Gray All reactions 250 lb or less at joint(s)9 except 17=803(LC 21),10=1595(LC 46),15=855(LC 80), 16=910(LC 79),14=1825(LC 1),1=509(LC 54),13=1356(LC 47),11=2425(LC 47) IRCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-17=-455/160,2-3=-848/824,3-4=-923/897,4-5=-949/961,5-6=-1038/1296, 6-7=-2442/1226,7-8=-943/939,8-10=-638/122 BOT CHORD 16-17=-901/889,15-16=-928/856,14-15=-1073/898,13-14=-984/1302,12-13=-975/1357, 11-12=-963/1524,10-11=-1047/1643 IEBS 3-17=-1101/1145,3-16=-1146/1177,4-16=-1116/1165,4-15=-1194/1205, 5-15=-1048/1235,5-14=-1297/1238,6-14=-2562/1505,6-12=-1265/2204, 7-12=-1193/1855,7-10=-2093/1398 O-pS- {tt�� PR Of . 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: V Q SO 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� �1,A G I N ESR f(„,y Webs connected as follows:2x4-1 row at 0-9-0 oc. ,..„\" �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 ✓ �"' ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. .,89200PE t' Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate4111P,g9';'''' ' ' grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 ;rCr 0 Provide adequate drainage to prevent water ponding. f7 R_OREGON 4/All plates are 3x4 MT20 unless otherwise indicated. L "� � a This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <^ ,O 7 : d\ � }� 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 'j, x..43 Iwill fit between the bottom chord and any other members. R R`� Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 714 lb uplift at joint 17,339 lb uplift at joint 9,930 lb uplift at joint 10,133 lb uplift at joint 15,158 lb uplift at joint 16,343 lb uplift at joint 14,182 lb uplift at joint 1,212 lb EXPIRES: 12-31-2019 uplift at joint 13 and 383 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 panel points along the Top Chord and Bottom Chord,nonconcurrent with another live loads. ntlf W e1,2H1�tGg2verify 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 g� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IY,ilek 250 Klug Circle is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 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 0b Truss Truss Type Qty Ply 21367-6S K5964903 367-6S WG8A SPECIAL 1 n L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Apr 11 10:51:38 2019 Page 2 ID:ja1gHA2yM7LWX3u1 OVv7rizjVrO-la8s1 hhjoofgVByl3eKjxY3skgLxa9_JGSrnBqzRpNp I0TEs- 1) This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 28-0-0 for 300.0 plf. 12)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 28-0-0 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1400 lb down and 241 lb up at 20-11-12,and 1400 lb down and 241 lb up at 22-11-12,and 1400 lb down and 241 lb up at 24-11-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. OAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-8=-72,8-9=-72,10-17=-90(F=72) Concentrated Loads(Ib) Vert:11=-1310(B)28=-1310(B)29=-1310(B) I I I I I I I I I I 1 I I : 111•11111• A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. wi Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not t a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?Pli Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 '34/ Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury relDimensions are in ft-in-sixteenths. I4 Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See BCSI. TOP CHORDS 1 2. Truss bracing must be designed by an engineer.For 0-/16" 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I 0 bracing should be considered. OIIArIM nir 2 0 3. Never exceed the design loading shown and never Oa UOi I illiMlibi stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c7-s c6-7 ca-s F- designer,erection supervisor,property owner and 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. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907, ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that 40011 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 section 6.3 These truss designs relyon lumber values 14.Bottom chords require lateral ,bracing at h rfisespnote, BEARING established by others. g or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. ikII Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. =0 reaction section indicates joint WA"1111 number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. UM MI 18.Use of green or treated lumber may pose unacceptable _� environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TP11: 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. M a aloe k A BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, I ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate iniv_miCo d Wo sses # MiTek En meering Reference S11-747 10/03/2015 S �� �� Mil Site Address: 7890 SW Hunziker BLD #6 114 Building Division TI G A R D Deferred Submittal Transmittal Letter TO: DATE RECEIVED: DEPT: BUILDING DIVISION FROM: COMPANY: DbG Prbper--ir-,S Li L. PHONE: S _, (�i ''1 g� �� By. RE: 7890 SW Hunziker BUP2018-00096 634116 (Site Address) (Permit/Case Number) The Fields Apartments Item# 3 (Project name or subdivision name and lot number) Valuation of Deferred Submittal: $ 0 Z- (70 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 Routed to Permit Tec ician: Date: Initials: Fees Due: ® Ves ❑ No Fee Description: Amount Due: Deferred Submittal Fee: $ Cao 0 Additional fee based on valuation: $ 7 as-, Other: $ Total Fees Due: $ ga , a71 • — Special Instructions: Reprint Permit(per PE): ❑ Yes ® No ❑ Done Applicant Notified: rid Date: /f ��� Initials: The fee for processing a reviewing deferred plan submittal shall be an amount equal to 65%of the b 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