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Job Truss Truss Type Qty Ply 421056 S.B. Hopkins-Danberry/Coehen -
<br /> MASTER AG 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 08:46:28 2015 Page 1
<br /> ID:hi_UYLsW9c273?ofbEtL7OyCz2x-SWipwtHyTzz4p0PWQKFgfDUd8GzUEaPZ1 ehk_RyCjqv
<br /> -1-4-8 0-0-0 16-2-0 32-4-0 33-8-8
<br /> 4x4= Scale=1:48.6
<br /> 12 13 14
<br /> 4.00 12 10 49 11 " 15 50
<br /> 11 16
<br /> 9 17
<br /> 8 18
<br /> 7 19
<br /> 5 6 10 ST11 S-10 20 21
<br /> 4 S 7 S ST9 0 ST7 22
<br /> ST6 6 23
<br /> 48 3 ST3 ST4 ST5 5 ST4 S73 51
<br /> 2 `:dl© .,2 _ ST2 S 1 24 25
<br /> 11 .�:
<br /> g
<br /> 0
<br /> 4x4= 47 46 45 44 43 42 41 40 39 38 37 3635 34 33 32 31 30 29 28 27 26 4x4=
<br /> 3x8 11 3x6= 3x8 11
<br /> 0-0-0 32-4-0
<br /> 1-4-8 I 32-4-0 I 1-4-8
<br /> Plate Offsets(X,Y)-- [2:0-3-8,Edge],[24:0-3-8,Edge]
<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 0.16 Vert(LL) 0.00 25 n/r 120 MT20 197/144
<br /> (Roof Snow=35.0) Lumber DOL 1.15 BC 0.06 Vert(TL) 0.00 24 n/r 120
<br /> TCDL 10.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 24 n/a n/a
<br /> BCLL 0.0 Code MNSRC2015(TP12007 (Matrix) Weight:148 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:2x4 DF-N or DF No.1/No.2 or No.2,Right:2x4 DF-N or DF No.1/No.2 or No.2
<br /> REACTIONS. All bearings 32-4-0.
<br /> (Ib)- Max Horz 2=75(LC 12)
<br /> Max Uplift All uplift 100 lb or less at joint(s)2,38,39,40,41,42,43,44,45,46,47,36,34,33,32,31,30,29,28,
<br /> 27,26,24
<br /> Max Gray All reactions 250 lb or less at joint(s)37,38,39,40,41,42,43,44,45,46,47,36,34,33,32,31,30,29,
<br /> 28,27,26 except 2=296(LC 1),24=296(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.Opsf;h=23ft;Cat.II;Exp B;enclosed;MWFRS(envelope)automatic zone and C-C Corner(3)
<br /> -1-4-8 to 1-10-5,Exterior(2)1-10-5 to 16-2-0,Corner(3)16-2-0 to 19-4-13 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS
<br /> for 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 /> g This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
<br /> Ciontinued on page 2
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