Laserfiche WebLink
, <br /> Job Truss truss Type Qty Ply Goodman/Chacon <br /> B1604635 S15 Jack-Open 1 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 12:12:30 2016 Page 1 <br /> I D:BgYYB D aN zA3 uyyAY UQwGpAyZ4Rv-R K3x6B5rGTrYVe I x?QaQddaQPgKdufi_KpvKOlyZ4J V <br /> -4-0-0 0-0-0 6-0-0 6-1-8 <br /> 4-0-0 6-0-0 011r8 <br /> Scale=1:21.3 <br /> 3 <br /> 0 <br /> 4.501712 �1 <br /> rn <br /> M <br /> N CI <br /> 07 <br /> 2 a <br /> B1 <br /> ■ <br /> 5 4 <br /> 3x10 II <br /> 0-0-0 6-0-0 <br /> 6-0-0 <br /> LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP <br /> TCLL 25.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL) -0.05 4-5 >999 240 MT20 185/148 <br /> TCDL 10.0 Lumber DOL 1.15 BC 0.51 Vert(CT) -0.08 4-5 >853 180 <br /> BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a <br /> BCDL 8.0 Code IRC2015/TPI2014 (Matrix) Weight:31 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 Stud/Std 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=646/0-5-8 (min.0-1-8),3=119/0-1-8 (min.0-1-8),4=32/Mechanical <br /> Max Horz 5=105(LC 4) <br /> Max Uplift5=-128(LC 4),3=-41(LC 8) <br /> Max Grav5=646(LC 1),3=119(LC 1),4=86(LC 3) <br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. <br /> TOP CHORD 2-5=-585/159 <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)3. <br /> 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb)5=128. <br /> 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. <br /> 8)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 /> 9)"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 /> r <br />