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Job Truss Truss Type Qty Ply 421056 S.B. Hopkins-Danberry/Coehen <br /> MASTER FD Floor 4 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 08:01:57 2015 Page 1 <br /> ID:_Y2ihMJyJBLhLorGn30SCDyD?KF-9fo4LZyXU IS3tYjASsgTuyM9ZaKJwY5PraAvklyCkUe <br /> 2-2-8I 1-4-8 <br /> 1.5x3 II 1.5x3 II 1.5x3 II Scale=1:12.7 <br /> 1 23x4= 3 43x4= 5 <br /> T1 ,� ' ' <br /> c' 141 <br /> 11 <br /> W1 (IV' v <br /> t <br /> �®- - 81 � e <br /> 8 73x5= 6 <br /> 3x4= 3x4= <br /> 8-4-8 <br /> 8-4-8 <br /> LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP <br /> TCLL 40.0 Plate Grip DOL 1.00 TC 0.13 Vert(LL) -0.01 7 >999 480 MT20 197/144 <br /> TCDL 10.0 Lumber DOL 1.00 BC 0.14 Vert(TL) -0.05 7-8 >999 240 <br /> BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.01 6 n/a n/a <br /> BCDL 5.0 Code MNSRC2015fTP12007 (Matrix) Weight:39 lb FT=20%F,11%E <br /> LUMBER- BRACING- <br /> TOP CHORD 2x4 DF 1800F 1.6E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. <br /> BOT CHORD 2x4 DF 1800F 1.6E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. <br /> WEBS 2x4 DF Std or 2x4 SPF Stud(flat) <br /> REACTIONS. (lb/size) 8=363/Mechanical,6=363/Mechanical <br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. <br /> TOP CHORD 2-3=-650/0,3-4=-650/0 <br /> BOT CHORD 7-8=0/517,6-7=0/374 <br /> WEBS 2-8=-586/0,4-7=0/313,4-6=-489/0 <br /> NOTES- (4-5) <br /> 1)Refer to girder(s)for truss to truss connections. <br /> 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. <br /> 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained <br /> by other means. <br /> 4)This truss must not be exposed to environments that are corrosive or greater than 19 percent moisture,and moisture of lumber not to exceed 19 percent <br /> 5)It is the responsibility of the engineer of record to determine the suitability of this component for this project per ANSI/TPI 1,Section 2. <br /> LOAD CASE(S) Standard <br /> LDTTFI <br />