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t <br /> Job Truss Truss Type Qty Ply !Roof <br /> 303242-A Al Common 8 1 <br /> Job Reference(optional) <br /> VIIleums Industries,St Paul,MN 8.210 s Feb 23 2018 MITek Industries,Inc. Fri Mar 2 12:26:08 2018 Page 1 <br /> ID:Io6a4Qa83DcJ8nNgnjh2gAzezEy-J6MtFl9_Zs9WohDrCbk?Xsx1 p1 K7w5ppwJsH8Wzeysz <br /> -3-0-0 7-1-8 14-2-12 <br /> I 3-0-0 7-1-6 7-1-8 <br /> 4x6= Scale=1:31.0 <br /> 3 <br /> riei <br /> 4.95 F12 <br /> M <br /> 6x1OMT18HS= 6x1OMT18HS= <br /> 4 <br /> 2 qq <br /> 1171 � 4 <br /> 1 <br /> 6 <br /> 3x4 3x8 3x4 I <br /> 7-1-6 14-2-12 <br /> 7-1-6 7-1-6 <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) l/defl 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 Incr YES WB 0.38 Horz(TL) 0.01 5 n/a n/a <br /> BCDL 10.0 Code MNSRC2015/TPI2007 Matrix-MS Weight:52 lb FT=20% <br /> LUMBER- <br /> TOP CHORD 2x4 SPF No.2 <br /> BOT CHORD 2x4 SPF No.2 BOT CHORD <br /> WEBS 2x3 SPF Stud*Except* 5-6=-61/340 <br /> W1:2x3 SPF No.2 WEBS <br /> BRACING- 3-6=0/258,2-6=0/626,4-6=0/397 <br /> TOP CHORD <br /> Structural wood sheathing directly applied, except end verticals. NOTES- <br /> BOT CHORD 1)Unbalanced roof live loads have been considered for this design. <br /> Rigid ceiling directly applied or 10-0-0 oc bracing. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust) <br /> MiTek recommends that Stabilizers and required cross bracing be V(IRC2012)=91mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp <br /> installed during truss erection,in accordance with Stabilizer B;enclosed;MWFRS(envelope)gable end zone;cantilever left and <br /> Installation guide. right exposed;end vertical left and right exposed;Lumber DOL=1.60 <br /> plate grip DOL=1.60 <br /> REACTIONS. (lb/size) 3)All plates are MT20 plates unless otherwise indicated. <br /> 7 = 1019/0-5-8 (min.0-1-10) 4)This truss has been designed for a 10.0 psf bottom chord live load <br /> 5 = 700/Mechanical nonconcurrent with any other live loads. <br /> Max Horz 5)*This truss has been designed for a live load of 20.Opsf on the <br /> 7 = 52(LC 12) bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide <br /> Max Uplift will fit between the bottom chord and any other members. <br /> 7 = -101(LC 8) 6)Refer to girder(s)for truss to truss connections. <br /> 5 = -39(LC 9) 7)Provide mechanical connection(by others)of truss to bearing plate <br /> Max Gray capable of withstanding 101 lb uplift at joint 7 and 39 lb uplift at joint 5. <br /> 7 = 1019(LC 1) <br /> 5 = 700(LC 1) <br /> LOAD CASE(S) <br /> FORCES. (Ib) Standard <br /> Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. <br /> TOP CHORD <br /> 2-3=-912/46,3-4=-899/35,2-7=-954/136, <br /> 4-5=-635/75 <br /> BOT CHORD <br /> ' 5-6=-61/340 <br />