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f T r <br /> Job truss Truss Type Qty Ply Goodman/Chacon <br /> 61604635 A05 Common 6 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 12:12:17 2016 Page 1 <br /> I D:BgVYBDaNzA3uyyAYUQwGpAyZ4Rv-JgmONkxh KTDPRepRkBrNbtY DSbwxLl D4LI F8Q0yZ4Ji <br /> -4-0-0 0-0-0 5-6-0 10-8-8 15-11-0 21-5-0 25-5-0 <br /> 4-0-0 , 5-6-0 5-2-8 5-2-8 5-6-0 , 4-0-0 1 <br /> Scale=1:46.9 <br /> 5x6= <br /> 5 <br /> 4.50 12 <br /> 2x4\\ 2x4// <br /> 4 6 <br /> 4x4 1."1 " <br /> 4+3 7 4x4 <br /> Eti <br /> 2 r 1 v 8 <br /> .111\ <br /> 0 <br /> 1 9 <br /> 3x10 II 12 11 10 <br /> 3x10 II <br /> 3x4= 3x6= 3x4= <br /> 0-0-0 7-2-13 14-2-3 21-5-0 <br /> i 7-2-13 6-11-5 7-2-13 <br /> Plate Offsets(X,Y)-- [2:0-6-2,Edge],[8:0-6-2,Edge] <br /> LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP <br /> TCLL 25.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.07 2-12 >999 240 MT20 185/148 <br /> TCDL 10.0 Lumber DOL 1.15 BC 0.43 Vert(CT) -0.14 2-12 >999 180 <br /> BCLL 0.0 * Rep Stress Incr YES WB 0.15 Horz(CT) 0.04 8 n/a n/a <br /> BCDL 8.0 Code IRC2015/TPI2014 (Matrix) Weight:125 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. <br /> BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. <br /> WEBS 2x4 HF Stud/Std MiTek recommends that Stabilizers and required cross bracing <br /> SLIDER Left 2x6 DF No.2 2-11-4,Right 2x6 DF No.2 2-11-4 be installed during truss erection,in accordance with Stabilizer <br /> Installation guide. <br /> REACTIONS. (lb/size) 2=1201/0-5-8 (min.0-2-0),8=1201/0-5-8 (min.0-2-0) <br /> Max Horz2=66(LC 8) <br /> Max Uplift2=-126(LC 4),8=-126(LC 5) <br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. <br /> TOP CHORD 2-3=-1446/14,3-4=-1332/37,4-5=-1227/35,5-6=-1227/36,6-7=-1332/37,7-8=-1446/15 <br /> BOT CHORD 2-12=-20/1167,11-12=0/971,10-11=0/971,8-10=0/1167 <br /> WEBS 5-10=-4/292,5-12=-4/292 <br /> NOTES- <br /> 1)Unbalanced roof live loads have been considered for this design. <br /> 2)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 /> 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <br /> 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 will fit <br /> between the bottom chord and any other members. <br /> 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=126, <br /> 8=126. <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 />