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Job fruss Truss Type Qty Ply Goodman/Chacon <br /> 81604635 HRO4 Corner Rafter 1 1 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 12:12:22 2016 Page 1 <br /> ID:BgYYBDaNzA3uyyAYUQwGpAyZ4Rv-goavQR_g9?rhXPhPXkRYIxF2lcjnOl jpUZzv5DyZ4Jd <br /> -1-5-0 0-0-0 5-7-2 <br /> 1-5-0 5-7-2 <br /> 3x4; Scale=1:12.7 <br /> 2 <br /> 3x4 <br /> 3.18 12 io <br /> wow <br /> 3x4% 3 <br /> 0.11 3x6\\ <br /> N_ <br /> 1) <br /> 1 <br /> f <br /> 1111111 0°11 <br /> 0-0-0 5-7-2 5-7-2 <br /> Plate Offsets(X,Y)-- [1:0-2-8,Edge) <br /> LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP <br /> TCLL 25.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL) -0.04 1-2 >999 240 MT20 185/148 <br /> TCDL 10.0 Lumber DOL 1.15 BC 0.00 Vert(CT) -0.05 1-2 >999 180 <br /> BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 2 n/a n/a <br /> BCDL 8.0 Code IRC2015/TPI2014 (Matrix) Weight:14 lb FT=20% <br /> LUMBER- BRACING- <br /> TOP CHORD 2x4 HF Stud/Std TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins. <br /> 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) 1=196/0-1-1 (min.0-1-8),2=274/Mechanical <br /> Max Horz 1=41(LC 4) <br /> Max Upliftl=-39(LC 4),2=-76(LC 4) <br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. <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 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 /> 3)Refer to girder(s)for truss to truss connections. <br /> 4)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of <br /> bearing surface. <br /> 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)1. <br /> 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2. <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)15 lb down and 24 lb up at 2-9-8, <br /> and 10 lb down and 13 lb up at 2-9-8,and 78 lb down and 46 lb up at 5-7-2 on top chord. The design/selection of such connection <br /> device(s)is the responsibility of 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:1-2=-70 <br /> Concentrated Loads(Ib) <br /> Vert:2=-78(B) <br />