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<br /> Job Truss Truss Type Qty Ply 421056 S.B. Hopkins-Danberry/Coehen
<br /> MASTER A Common 6 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 08:46:18 2015 Page 1
<br /> ID:hi_UYLsW9c273?ofbEtL7OyCz2x-Ib51 gS9hpuidUebrD4U F64mEEMYuuP4k4GDeOyCjr3
<br /> -1-4-8 0-0-0 5-6-5 10-10-3 16-2-0 21-5-13 26-9-11 32-4-0 33-8-8
<br /> 5x4= Scale=1:51.6
<br /> 5
<br /> 4.00 12 5
<br /> 3x4, 21 22 3x4
<br /> 4 6 III
<br /> 1.5x4 _, Ile . 0C -.
<br /> 3 �,
<br /> 2 4.00, py
<br /> 15 20004u, ,,,
<br /> Allkoh23 18 8
<br /> r 1 _ 9
<br /> '
<br /> ea sl
<br /> C '_' 16 1312 11 10 19_17 o
<br /> 14 3x4= 3x10 MT18H= 3x4=
<br /> 6x8= 6x8=
<br /> 4x8=
<br /> 0-0-0 8-2-4 16-2-0 24-1-12 32-4-0
<br /> 11-4-81 324-0 11-4-81
<br /> Plate Offsets(X,Y)— [2:0-0-4,0-2-12],[8:0-0-4,0-2-12)
<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 0.76 Vert(LL) -0.36 10-12 >999 240 MT20 197/144
<br /> (Roof Snow=35.0) Lumber DOL 1.15 BC 0.86 Vert(TL) -0.72 10-12 >542 180 MT18H 220/195
<br /> TCDL 10.0 Rep Stress Incr YES WB 0.78 Horz(TL) 0.19 8 n/a n/a
<br /> BCLL 0.0 Code MNSRC2015/TPI2007 (Matrix-M) Weight:124 lb FT=20%
<br /> BCDL 10.0
<br /> LUMBER- BRACING-
<br /> TOP CHORD 2x4 DF 1800F 1.6E TOP CHORD Structural wood sheathing directly applied or 2-7-11 oc purlins.
<br /> BOT CHORD 2x4 DF 1800F 1.6E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
<br /> WEBS 2x3 SPF Stud WEBS 1 Row at midpt 4-12,6-12
<br /> WEDGE MiTek recommends that Stabilizers and required cross bracing be installed during truss
<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 erection,in accordance with Stabilizer Installation guide.
<br /> REACTIONS. (lb/size) 2=1902/0-5-8 (min.0-2-0),8=1902/0-5-8 (min.0-2-0)
<br /> Max Horz2=75(LC 12)
<br /> Max Uplift2=-88(LC 8),8=-88(LC 9)
<br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
<br /> TOP CHORD 2-15=-1338/0,15-20=-4060/113,3-20=-4032/128,3-4=-3726/88,4-21=-2783/62,5-21=-2698/80,5-22=-2698/80,6-22=-2783/62,
<br /> 6-7=-3726/88,7-23=-4032/129,18-23=-4060/113,8-18=-1338/0
<br /> BOT CHORD 14-16=-56/1204,13-16=-124/3758,12-13=-62/3295,11-12=-0/3295,10-11=-0/3295,10-19=-63/3758,17-19=-2/1204
<br /> WEBS 3-13=-333/111,4-13=0/377,4-12=-914/122,5-12=0/1288,6-12=-914/122,6-10=0/377,7-10=-333/111,2-14=-1076/74,
<br /> 15-16=-425/108,14-15=-1496/40,2-16=-54/1432,8-17=-1076/73,18-19=-425/103,17-18=-1496/49,8-19=-39/1432
<br /> NOTES- (9-11)
<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
<br /> Exterior(2)-1-4-8 to 1-10-5,Interior(1)1-10-5 to 16-2-0,Exterior(2)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
<br /> &MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
<br /> 2)TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1
<br /> 3)This truss has been checked for uniform snow load only,except as noted.
<br /> 4)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 /> 5)All plates are MT20 plates unless otherwise indicated. ..iikf_N�
<br /> 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �����
<br /> 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 88 lb uplift at joint 2 and 88 lb uplift at joint 8.
<br /> $)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
<br /> `ontinued on page 2
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