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Job Truss Truss Type Qty Ply Roof <br /> 303242-A B1 Common 3 1 <br /> 'Job Reference(optional) <br /> Villaume Industries,St Paul,MN 8.210 s Feb 23 2018 MITek Industries,Inc. Fri Mar 2 12:28:14 2018 Page 1 <br /> ID:Io6a4Qa83DcJ8nNgnjh2gAzezEy-7Fk8VLDl9img Wcg?YsrPn7B5HSPdKgkhlFJbMAzeys <br /> -1-5-8 5-8-12 11-5-8 12-11-0 , <br /> 1-5-8 58.12 1 5-8-12 1-5-8 <br /> 4x4= Scale=1:26.4 <br /> 3 <br /> f <br /> 1 4.95 12 P <br /> 4x4= ,.,1 4x4= <br /> 2.__ __________.-------___r <br /> ��4 <br /> - ye__ <br /> 7 -....- <br /> ....m... <br /> 4x10= 82x4 11 <br /> 2x4 I <br /> 5-8-12 11.5-8 <br /> 5-8-12 5-8-12 <br /> Plate Offsets(X,Y)-- [2:0-1-8,0-1-12],[4:0-1-8,0-1-12] <br /> LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Lid PLATES GRIP <br /> TCLL 35.0 Plate Grip DOL 1.15 TC 0.78 Vert(LL) -0.02 7-8 >999 240 MT20 197/144 <br /> TCDL 7.0 Lumber DOL 1.15 BC 0.24 Vert(TL) -0.06 7-8 >999 180 <br /> BCLL 0.0 * Rep Stress Incr YES WB 0.22 Horz(TL) 0.00 6 n/a n/a <br /> BCDL 10.0 Code MNSRC2015/TP12007 Matrix-MS Weight 43 lb FT=20% <br /> LUMBER- <br /> TOP CHORD 2x4 SPF No.2 <br /> BOT CHORD 2x4 SPF No.2 WEBS <br /> WEBS 2x3 SPF Stud 2-7=0/368,4-7=0/368 <br /> BRACING- <br /> TOP CHORD NOTES- <br /> Structural wood sheathing directly applied or 6-0-0 oc purlins, except 1)Unbalanced roof live loads have been considered for this design. <br /> end verticals. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust) <br /> BOT CHORD V(IRC2012)=91mph;TCDL=4.2psf;BCDL=6.0psf,h=25ft;Cat.II;Exp <br /> Rigid ceiling directly applied or 10-0-0 oc bracing. B;enclosed;MWFRS(envelope)gable end zone;cantilever left and <br /> MiTek recommends that Stabilizers and required cross bracing be 1 right exposed;end vertical left and right exposed;Lumber DOL=1.60 <br /> installed during truss erection,in accordance with Stabilizer plate grip DOL=1.60 <br /> Installation guide. 1 3)This truss has been designed for a 10.0 psf bottom chord live load <br /> nonconcurrent with any other live loads. <br /> REACTIONS. (lb/size) 4)*This truss has been designed for a live load of 20.0psf on the <br /> 8 = 716/0-5-8 (min.0-1-8) bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide <br /> 6 = 716/0-5-8 (min.0-1-8) will fit between the bottom chord and any other members. <br /> Max Horz 5)Provide mechanical connection(by others)of truss to bearing plate <br /> 8 = -20(LC 9) capable of withstanding 61 lb uplift at joint 8 and 61 lb uplift at joint 6. <br /> Max Uplift <br /> 8 = -61(LC 8) LOAD CASE(S) <br /> 6 = -61(LC 9) <br /> Max Gray Standard <br /> 8 = 716(LC 1) <br /> 6 = 716(LC 1) <br /> FORCES. (lb) <br /> Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. <br /> TOP CHORD <br /> 2-3=-704/36,3-4=-704/36,2-8=-663/89,4-6=-663/89 <br /> WEBS <br /> 2-7=0/368,4-7=0/368 <br />