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Job Truss Truss Type Qty Ply <br /> QTREC0887337 S1 SCISSORS 19 1 Job Reference(optional) <br /> Midwest Manufacturing,Eau Glace,VN Run:O O S O May 132020 Print 0.Doo S May 132020 MiTek Industries,Inc Tue Jul 06 09 03 00 Page <br /> ID:VaCREr2aux0003NEaOCRcz gm,S2f070yBbLsn Mo p06D2VIETE6Grw210XgrINNz Db <br /> 7-8-8 15-0-0 22-3-8 30-0-0 I <br /> 7-8-8 7-3-8 7-3-8 7-8-8 <br /> 10� <br /> Sxsn <br /> 3 <br /> 0 <br /> 9 10 <br /> 12 <br /> 4x 4r <br /> 4 <br /> iii <br /> Bx <br /> r. <br /> 8 6 rfl <br /> 1.5x411 1.5411 <br /> 1 5L 5 <br /> —0-4-M e. 12 M <br /> 338. 33, <br /> 0-3-8 7-8-8 15-0-0 22-3-8 29-8-8 30Ip-0 <br /> Scale=1:61.7 031-8 7-5-0 7-3-8 7-3-8 7-5-0 0-3-8 <br /> Plate Offsets(X,V):[1:0-1-4,0-0-3],[5:0-1-4,0-0-3],[7:0-4-Q0-3-4] <br /> Loading (psf) Spacing 2-0-0 C51 DEFL in (Ioc) 1/dell L/d PLATES GRIP <br /> TOLL(roof) 30.0 Plate Grip DOL 1.15 TC 0.97 Vert(LL) -0.29 7 >999 240 MT20 197/144 <br /> Snow(Ps/Pg) 25.8/40.0 Lumber DOL 1.15 BC 0.76 Vert(TL) -0.57 6-7 >624 180 <br /> TCDL 7.0 Rep Stress!nor YES WB 0.78 Horiz(TL) 0.62 5 n/a n/a <br /> BOLL 0.0" Code IRC2009/TP12007 Matrix-R <br /> BCDL 10.0 Weight:104 lb FT=158 <br /> LUMBER BRACING <br /> TOP CHORD 2x4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied. <br /> BOT CHORD 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. <br /> WEBS 2x3 SPF Stud"Except"W3 2x3 SPF No.2 WEBS 1 Row at midpt 2-7.4-7 <br /> REACTIONS(lb/size) 1=1396/0-3-8,(min.0-1-15),5=1396/0-3-8,(min.0-1-15) MiTek recommends that Stabilizers and required cross bracing be <br /> Max Horiz 1=-293(LC 7) installed during truss erection,in accordance with Stabilizer <br /> Max Uplift 1=96(LC 9),5=96(LC 10) Installation guide <br /> FORCES (Ib)-Max.Comp/Max.Ten.-All forces 250(lb)or less except when shown. <br /> TOP CHORD 1-2=-3427/277,2-9=-2352/99,3-9=-2175/134,3-10=-2175/162,4-10=-2352/127,4-5=-3427/251 <br /> BOT CHORD 1-8=-258/2717,7-8=-250/2698,6-7=-106/2698,5-6=-113/2717 <br /> WEBS 3-7=-40/2260,2-8=0/323,4-6=0/323,2-7=-846/312,4-7=-846/317 <br /> NOTES <br /> 1) Unbalanced roof live loads have been considered for this design. <br /> 2) Wind:ASCE 7-05,90mph,TCDL=4.2psf,BCDL=6.Opsf,1=25ft Cat II,Exp B;Enclosed,MWFRS(low-rise)exterior zone and C-C Exterior(2)zone,cantilever left and right <br /> exposed,end vertical left and right exposed,C-C for members and forces&M WFRS for reactions shown,Lumber DOL=1.60 plate grip DOL=1.60 <br /> 3) TOLL ASCE 7-05,Pr-30 0 psf(roof live load_Lumber DOL=1 15 Plate DOL=1 15),Pg=40 0 psf(ground snow),Ps=25 8 psf(roof snow_Lumber DOL=1 15 Plate DOL=1 15), <br /> Category II,Exp B;Fully Exp.;Ct=1 10 <br /> 4) Roof design snow load has been reduced to account for slope. <br /> 5) Unbalanced snow loads have been considered for this design. <br /> 6) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. <br /> 7) "This truss has been designed fora live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and <br /> any other members. <br /> 8) Bearing atjoint(s)1,5 considers parallel to grain value using ANSI/TP11 angle to grain formula.Building designer should verify capacity of bearing surface. <br /> 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 96 lb uplift at joint 1 and 96 lb uplift at joint 5 <br /> 1 This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10 2 and referenced standard AN51/TPI 1. <br /> LOAD CASE(S) Standard <br />