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Job Truss Truss Type Qty Ply 421056 S.B. Hopkins-Danberry/Coehen <br /> MASTER BG Monopitch Supported Gable 1 1 <br /> Job Reference(optional) <br /> Littfin Truss Company,Winsted,MN,Jim Boruff 7.630 S Jul 9 2015 MiTek Industries,Inc. Thu Dec 03 08:46:37 2015 Page 1 <br /> ID:WM IJGT8R9mIdDcPDx09p7dyCywr-hFkDpyObLk6pPPbFSjwxW7M8mu 1 QrgPt6YNjoPyCjgm <br /> -1-4-8 0-0-0 5-1-8 <br /> 1.5x4 I I Scale=1:26.1 <br /> 6 <br /> 1.5x4 I I <br /> 6.00 12 5 1 <br /> 1.5x4 I I RI <br /> � <br /> 1.5x4 II 13 <br /> 12 <br /> 3 r, <br /> I W <br /> 2 0�tl <br /> 1 LA <br /> ill W B1 W W <br /> 11 10 9 8 7 <br /> 3x8 I I 1.5x4 I I 1.5x4 II 1.5x4 I I <br /> 0-0-0 5-1-8 <br /> 1-4-8 I 1.5x4 II 5-1-8 <br /> Plate Offsets(X,Y)- [11:0-4-4.0-1-8] <br /> LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP <br /> TCLL 35.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) 0.00 1 n/r 120 MT20 197/144 <br /> (Roof Snow=35.0) Lumber DOL 1.15 BC 0.07 Vert(TL) -0.01 1 n/r 120 <br /> TCDL 10.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 7 n/a n/a <br /> BCLL 0.0 Code MNSRC2015/TPI2007 (Matrix) Weight:23 lb FT=20% <br /> BCDL 10.0 <br /> LUMBER- BRACING- <br /> TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins, except end verticals. <br /> BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. <br /> WEBS 2x4 DF Std or 2x4 SPF Stud`Except* MiTek recommends that Stabilizers and required cross bracing be installed during truss <br /> W2:2x3 SPF Stud erection,in accordance with Stabilizer Installation guide. <br /> OTHERS 2x3 SPF Stud <br /> REACTIONS. All bearings 5-1-8. <br /> (Ib)- Max Horz 11=101(LC 9) <br /> Max Uplift All uplift 100 lb or less at joint(s)11,7,8,9,10 <br /> Max Gray All reactions 250 lb or less at joint(s)7,8,9,10 except 11=300(LC 1) <br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. <br /> TOP CHORD 2-11=-272/171 <br /> NOTES- (12-14) <br /> 1)Wind:ASCE 7-10;Vult=114mph(3-second gust)V(IRC2012)=90mph;TCDL=6.0psf;BCDL=6.0psf;h=23ft;Cat.II;Exp B;enclosed;MWFRS(envelope)automatic zone and C-C Corner(3) <br /> -1-4-8 to 1-7-8,Exterior(2)1-7-8 to 5-0-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber <br /> DOL=1.60 plate grip DOL=1.60 <br /> 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified <br /> building designer as per ANSI/TPI 1. <br /> 3)TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 <br /> 4)This truss has been checked for uniform snow load only,except as noted. <br /> 5)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. <br /> 6)Gable requires continuous bottom chord bearing. <br /> 7)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). <br /> 8)Gable studs spaced at 1-4-0 oc. I n5 i nr'[ <br /> 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `'% <br /> 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)11,7,8,9,10. <br /> Continued on page 2 <br />