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I Job Truss i Truss Type Qty Ply Roof <br /> 303242-A A2 Common Structural Gable 11 1 <br /> Job Reference(optional) <br /> Villaume Industries,St Paul,MN 8.210 s Feb 23 2018 MiTek Industries,Inc. Fri Mar 2 12:28:12 2018 Page 1 <br /> ID:Io6a4Qa83DcJ8nNgnjh2gAzezEy-BtcO5gCVd4VyGIXcRRoxiiejoeh3suoPgxgVH Izeysv <br /> -3.0.0 7-1.8 14-2-12 <br /> 3-0-0 7-1.8 7.1-6 I <br /> 4x8= Scale=1:31.0 <br /> 3 <br /> 4.95 rii , <br /> II r • <br /> `? ST1 <br /> 74 6x10MT18HS= il <br /> 7 W3ST4 ' 13x10MT18HS= <br /> y17ST3 ST2 w <br /> — rVir w " _ �." k Y <br /> 3j-1 <br /> 4 5 <br /> 3x4 II 3x8 3x4 II <br /> 7-1.8 I 14-2-12 <br /> 7-1.8 7-1-8 <br /> Plate Offsets(X,Y)-- [2:0-2-8,Edge],[4:0-2-8,Edge],[5:Edge,0-2-8] <br /> LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP <br /> TCLL 35.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL) -0.05 5-6 >999 240 MT20 197/144 <br /> TCDL 7.0 Lumber DOL 1.15 BC 0.37 Vert(TL) -0.14 6-7 >999 180 MT18HS 197/144 <br /> BCLL 0.0 ' Rep Stress lncr YES WB 0.38 Horz(TL) 0.01 5 n/a n/a <br /> r BCDL 10.0 Code MNSRC2015/TPI2007 Matrix-MS Weight:63 lb FT=20% <br /> LUMBER- <br /> TOP CHORD 2x4 SPF No.2 <br /> BOT CHORD 2x4 SPF No.2 TOP CHORD <br /> WEBS 2x3 SPF Stud*Except* 2-3=-912/46,3-4=-899/35,2-7=-954/136, LOAD CASE(S) <br /> W1:2x3 SPF No.2 4-5=-635/75 Standard <br /> OTHERS 2x3 SPF Stud BOT CHORD <br /> BRACING- 5-6=-61/340 <br /> TOP CHORD WEBS <br /> Structural wood sheathing directly applied, except end verticals. 3-6=0/258,2-6=0/626,4-6=0/397 <br /> BOT CHORD <br /> Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- <br /> MiTek recommends that Stabilizers and required cross bracing be 1)Unbalanced roof live loads have been considered for this design. <br /> installed during truss erection,in accordance with Stabilizer 2)Wind:ASCE 7-10;Vult=115mph(3-second gust) <br /> Installation guide. J V(IRC2012)=91mph;TCDL=4.2psf,BCDL=6.0psf;h=25ft;Cat.II;Exp <br /> B;enclosed;MWFRS(envelope)gable end zone;cantilever left and <br /> REACTIONS. (lb/size) right exposed;end vertical left and right exposed;Lumber DOL=1.60 <br /> 7 = 1019/0-5-8 (min.0-1-10) plate grip DOL=1.60 <br /> 5 = 700/Mechanical 3) Truss designed for wind loads in the plane of the truss only. For <br /> Max Horz studs exposed to wind(normal to the face),see Standard Industry <br /> 7 = 52(LC 12) Gable End Details as applicable,or consult qualified building designer <br /> Max Uplift as per ANSITTPI 1. <br /> 7 -101 LC 8) 4)All plates are MT20 plates unless otherwise indicated. <br /> 5 = -39(LC 9) 5)All plates are 2x3 MT20 unless otherwise indicated. <br /> Max Gray 6)Gable studs spaced at 1-4-0 oc. <br /> 7 = 1019(LC 1) 7)This truss has been designed for a 10.0 psf bottom chord live load <br /> 5 = 700(LC 1) nonconcurrent with any other live loads. <br /> 8)*This truss has been designed for a live load of 20.0psf on the <br /> FORCES. (Ib) bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide <br /> Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. will fit between the bottom chord and any other members. <br /> TOP CHORD 9)Refer to girder(s)for truss to truss connections. <br /> 2-3=-912/46,3-4=-899/35,2-7=-954/136, 10)Provide mechanical connection(by others)of truss to bearing <br /> 4-5=-635/75 plate capable of withstanding 101 lb uplift at joint 7 and 39 lb uplift at <br /> joint 5. <br />