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• <br /> Job Truss Truss Type Qty Ply <br /> • QTREC0555646 PT1 COMMON 13 1 Job Reference(optional) <br /> Midwest Manufacturing,Eau Claire,WI Run:823 S Aug 28 2018 Print:8230 S Aug 282018 MiTek Industries,Inc.Mon Jan 14 07:42:03 Page:1 <br /> ID:TV6BIm?MNuQVC81E8m31 Pcz5d6RSSneTgcKG WjOyENxWtsswK4cV1 Fy?NGRUs00JrzvVIK <br /> 8-7-14 16-0-0 23-4-2 32-0-0 <br /> 8-7-14 7-4-2 7-4-2 8-7-14 <br /> 5x8 II <br /> 3 <br /> 4 0 / 2x44 <br /> 42 1/ r 4 <br /> in <br /> - 0 1 izI u v rsr <br /> 8 7 6 <br /> 5x14= 5x6= 5x6= 5x6= 5x14= <br /> 11-1-4 20-10-12 32-0-0 <br /> Scale=1:73.1 11-1-4 9-9-8 11-1-4 <br /> Loading (psf) Spacing 4-0-0 CSI DEFL in (bc) Vdell L/d PLATES GRIP <br /> TOLL(roof) 20.0 Plate Grip DOL 1.15 TC 0.64 Vert(LL) -0.35 8-11 >999 240 MT20 197/144 <br /> Snow(Ps/Pg) 34.0/60.0 Lumber DOL 1.15 BC 0.96 Vert(CT) -0.41 8-11 >940 180 <br /> TCDL 4.0 Rep Stress Incr NO WB 0.79 Horz(CT) 0.12 5 n/a n/a <br /> BCLL 0.0 Code IBC20151TP12014 Matrix-MS <br /> BCDL 1.0 Weight 161 lb FT=15% <br /> LUMBER BRACING <br /> TOP CHORD 2x6 SP 2400F 2.0E TOP CHORD 2.0-0 oc purins(3-7-11 max.). <br /> BOT CHORD 2x6 SPF 2100F 1.8E BOT CHORD 9-0-0 oc bracing. <br /> WEBS 2x4 SPF Stud <br /> REACTIONS(lb/size) 1=2498/0-3-8,(min.0-3-3),5=2498/03.a(mn.0-3-3) <br /> Max Horiz 1=93(LC 14) <br /> Max Upift 1=-512(LC 8),5=-512(LC 9) <br /> Max Gray 1=2499(LC 16),5=2499(LC 17) <br /> FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. <br /> TOP CHORD 1-2=-6183/1224,2-3=-5230/1090,3-4=-5230/1090,4.5=-6183/1224 <br /> BOT CHORD 1.8=-1148/5783,7-8=-642/3795,6-7=-642/3795,5-6=-1084/5783 <br /> WEBS 2.8=-1742/385,3.8=-370/1840,3-6=-370/1840,4.6=-1742/385 <br /> JOINT STRESS INDEX <br /> 1=0.67,2=0.69,3=0.79,4=0.69,5=0.67,6=0.70,7=0.87 and 8=0.70 <br /> NOTES <br /> 1) Unbalanced roof live bads have been considered for this design. <br /> 2) Wind:ASCE 7-10;Vult=105mph(3-second gust)Vasd=83mph;TCDL=2.4psf;BCDL=0.6psf;h=25ft;Cat.I;Exp C;Enclosed;MWFRS(envebpe):cantilever left and right <br /> exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 (Actual dead loads used per ANSI/TPI.1) <br /> 3) TCLL:ASCE 7-10;Pr=20.0 psf(roof live bad:Lumber DOL=1.15 Plate DOL=1.15);Pg=60.0 psf(ground snow);Ps=34.0 psf(roof snow:Lumber DOL=1.15 Plate DOL=1.15); <br /> Category I;Exp C;Fully Exp.;Ct=1.20;Unobstructed slippery surface <br /> 4) Roof design snow bad has been reduced to account for slope. <br /> 5) Unbalanced snow loads have been considered for this design. <br /> 6) The bottom chord dead bad shown is sufficient only to cover the truss weight itself and does not allow for any additional bad to be added to the bottom chord. <br /> 7) Dead loads shown include weight of truss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof. Architect to verify adequacy of top chord dead bad. <br /> 8) This truss has been designed bra 10.0 psf bottom chord live load nonconcurrent with any other live loads. <br /> 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 512 lb uplift at joint 1 and 512 lb uplift at joint 5. <br /> 10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. <br /> 11) Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. <br /> LOAD CASE(S) Standard <br />