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Job Truss Truss Type - Qty Ply 421056 S.B. Hopkins-Danberry/Coehen
<br /> MASTER DG 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 08:46:44 2015 Page 1
<br /> ID:hi_UYLsW9c273?ofbEtL7OyCz2x-_bftH LT?ht_pkUdbMhYalb9MzjP6_oYvj7ZbYVyCjgf
<br /> 1-4 8 0-0-0 10-1-8 20-3-0 21-7-8
<br /> 4x4= Scale=1:56.9
<br /> 9
<br /> 8 =; 10
<br /> 8.00 12 7 11
<br /> 6 12
<br /> 5 13
<br /> 4 14
<br /> 3 15
<br /> dd I
<br /> 2 � _ 1 ^A 16
<br /> a 114,
<br /> 3x6 11 3x6 II
<br /> 31 30 29 28 27 26 25 2423 22 21 20 19 18
<br /> 3x6=
<br /> 0-0-0 20-3-0
<br /> I1-4-8I 20-3-0 I1-4-8I
<br /> LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP
<br /> TCLL 35.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) 0.00 17 n/r 120 MT20 197/144
<br /> (Roof Snow=35.0) Lumber DOL 1.15 BC 0.06 Vert(TL) 0.00 16 n/r 120
<br /> TCDL 10.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.00 16 n/a n/a
<br /> BCLL 0.0 Code MNSRC2015/TPI2007 (Matrix) Weight:106 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 20-3-0.
<br /> (Ib)- Max Horz 2=-146(LC 10)
<br /> Max Uplift All uplift 100 lb or less at joint(s)2,26,27,28,29,30,31,24,22,21,20,19,18
<br /> Max Gray All reactions 250 lb or less at joint(s)25,26,27,28,29,30,31,24,22,21,20,19,18 except 2=293(LC 1),
<br /> 16=293(LC 1)
<br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
<br /> NOTES- (13-15)
<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 10-1-8,Corner(3)10-1-8 to 13-1-8 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)All plates are 1.5x4 MT20 unless otherwise indicated.
<br /> 7)Gable requires continuous bottom chord bearing.
<br /> 8)Gable studs spaced at 1-4-0 oc.
<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)2,26,27,28,29,30,31,24,22,21,20,19,18. u
<br /> 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2.
<br /> Continued on page 2
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