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Job fruss truss Type Qty Ply Goodman/Chacon <br /> B1604635 S07 Jack-Open 2 1 <br /> Job Reference(optional) <br /> ProBuild Arlington,Adington,WA 98223 Run:13.540 s 7.64 Nov 10 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Sep 28 12:12:26 2016 Page 1 <br /> ID:BgYYBDaNzA3uyyAYUQwGpAyZ4Rv-ZZpQGp2LCEL700?AmaVUTnQh3D_wyriPPBx6FyZ4JZ <br /> -4-0-0 0-0-0 7-11-11 8-0-0 <br /> 4-0-0 7-11-11 0-9-5 <br /> 3 Scale=1:24.4 <br /> 4.50 111 <br /> 2 <br /> 1 <br /> BAIN <br /> • <br /> 5 4 <br /> 3x10 II <br /> 0-0-0 7-11-11 701 Q-11 8-0-0 <br /> LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP <br /> TCLL 25.0 Plate Grip DOL 1.15 TC 0.77 Vert(LL) -0.14 4-5 >649 240 MT20 185/148 <br /> TCDL 10.0 Lumber DOL 1.15 BC 0.44 Vert(CT) -0.26 4-5 >364 180 <br /> BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.03 3 n/a n/a <br /> BCDL 8.0 Code IRC2015/TP12014 (Matrix) Weight:37 lb FT=20% <br /> LUMBER- BRACING- <br /> TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except <br /> BOT CHORD 2x4 HF 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) 5=702/0-5-8 (min.0-1-8),3=206/Mechanical,4=51/Mechanical <br /> Max Horz 5=123(LC 4) <br /> Max Uplift5=-120(LC 4),3=60(LC 8) <br /> Max Gray 5=702(LC 1),3=206(LC 1),4=116(LC 3) <br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. <br /> TOP CHORD 2-5=-628/164 <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.Opsf 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 capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb)5=120. <br /> 6)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 /> 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. <br /> LOAD CASE(S) Standard <br /> /I <br />