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t <br /> Job Truss 17uss Type -Qty Ply Goodman/Chacon <br /> 81604635 CO2 Monopitch Girder 3 1 <br /> Job Reference(optional) <br /> ProBuild Arlington,Arlington,WA 98223 Run:13.540 s 7.64 Nov 10 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Sep 28 12:12:19 2016 Page 1 <br /> ID:BgYYBDaNzA3uyyAYUQwGpAyZ4Rv-GDunoQyys4T6gyzgsctrg IdWOPggph_NobkEVuyZ4Jg <br /> -1-0-0 0-0-0 4-0-0 <br /> 1-0-0 4-0-0 <br /> Scale=1:11.7 <br /> 3 <br /> 2x4 I <br /> 4.50 12 • <br /> W1 <br /> 2 <br /> t>+ <br /> B1 <br /> 3x4= 3x4= 5 4 <br /> 2x4 II <br /> 0-0-0 4-0-0 <br /> 4-0-0 <br /> Plate Offsets(X,Y)-- [2:0-1-0,Edge] <br /> LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Icc) 1/defl L/d PLATES GRIP <br /> TCLL 25.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.00 2-4 >999 240 MT20 185/148 <br /> TCDL 10.0 Lumber DOL 1.15 BC 0.09 Vert(CT) -0.01 2-4 >999 180 <br /> BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 4 n/a n/a <br /> BCDL 8.0 Code IRC2015/TPI2014 (Matrix) Weight:16 lb FT=20% <br /> LUMBER- BRACING- <br /> TOP CHORD 2x4 HF Stud/Std TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except <br /> BOT CHORD 2x6 DF No.2 end verticals. <br /> WEBS 2x4 HF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. <br /> MiTek recommends that Stabilizers and required cross bracing <br /> be installed during truss erection,in accordance with Stabilizer <br /> Installation guide. <br /> REACTIONS. (lb/size) 4=392/Mechanical,2=254/0-1-0 (min.0-1-8) <br /> Max Horz 2=49(LC 5) <br /> Max Uplift4—74(LC 8),2—30(LC 4) <br /> FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. <br /> TOP CHORD 3-4=-353/97 <br /> NOTES- <br /> 1)Wind:ASCE 7-10;Vult=110mph(3-second gust)Vasd=87mph;TCDL=6.0psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS <br /> (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 <br /> 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <br /> 3)*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 <br /> between the bottom chord and any other members. <br /> 4)Refer to girder(s)for truss to truss connections. <br /> 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2. <br /> 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2. <br /> 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced <br /> standard ANSI/TPI 1. <br /> 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. <br /> 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)230 lb down and 84 lb up at 3-10-4 <br /> on top chord,and 34 lb down at 2-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of <br /> others. <br /> 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). <br /> LOAD CASE(S) Standard <br /> 1)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 <br /> Uniform Loads(plf) <br /> Vert:1-3=-70,2-4=-16 <br /> Concentrated Loads(Ib) <br /> Vert:3=-230(F)5=-15(F) <br />