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Job Truss Truss Type Qty Ply 421056 S.B. Hopkins-Danberry/Coehen <br /> MASTER EG Common 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 08:46:51 2015 Page 1 <br /> ID:hiUYLsW9c273?ofbEtL7OyCz2x-HxbWIkZo21 tg4ZfxGfAD44xYCYol7?OxKjmSlbyCjgY <br /> -1-4-8 0-0-0 4-7-8 9-3-0 10-7-8 <br /> 4x4= Scale=1:32.9 <br /> 5 <br /> 1.5x4 II P3 1.5x4 II <br /> 8.00 12dill <br /> � 6 <br /> 1.5x4 II 1.5x4 II <br /> A3 7 <br /> a2 _pp � � � oo w liv' 1 9 � <br /> 1 B, 9 Io <br /> 020 <br /> 3x5 II 14 13 12 11 10 3x5 II <br /> 1.5x4 II 1.5x4 II 1.5x4 H 1.5x4 II 1.5x4 II <br /> 0-0-0 9-3-0 <br /> 1-4-8 I 9-3-0 I 1-4-8 <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 0.17 Vert(LL) 0.00 9 n/r 120 MT20 197/144 <br /> (Roof Snow=35.0) Lumber DOL 1.15 BC 0.06 Vert(TL) -0.00 8 n/r 120 <br /> TCDL 10.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 8 n/a n/a <br /> BCLL 0.0 Code MNSRC2015ITPI2007 (Matrix) Weight:41 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 6-0-0 oc purlins. <br /> BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. <br /> OTHERS 2x3 SPF Stud MiTek recommends that Stabilizers and required cross bracing be installed during truss <br /> WEDGE erection,in accordance with Stabilizer Installation guide. <br /> Left:2x3 SPF Stud,Right:2x3 SPF Stud <br /> REACTIONS. All bearings 9-3-0. <br /> (Ib)- Max Horz2=-76(LC 10) <br /> Max Uplift All uplift 100 lb or less at joint(s)2,8,13,14,11,10 <br /> Max Gray All reactions 250 lb or less at joint(s)12,13,14,11,10 except 2=289(LC 1),8=289(LC 1) <br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. <br /> NOTES- (12-14) <br /> 1)Wind:ASCE 7-10;Vult=114mph(3-second gust)V(IRC2012)=90mph;TCDL=6.Opsf;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 4-7-8,Corner(3)4-7-8 to 7-7-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for <br /> reactions shown;Lumber 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)Gable studs spaced at 1-4-0 oc. <br /> 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <br /> 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,8,13,14,11,10. <br /> 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. �� U���ttC <br /> 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. <br /> Continued on page 2 <br />