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Job Truss Truss Type Qty Ply 421056 S.B. Hopkins-Danberry/Coehen <br /> MASTER FC Floor 8 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 08:01:55 2015 Page 1 <br /> ID:_Y2ihMJyJBLhLorGn3OSCDyD?KF-DHhJwuxHyhCLeEZoKRo?pYHglme0Sf86NGhogsyCkUg <br /> 2-2-8 I 0-4-0 0-4-0 <br /> 1.5x3 I I 6x6= Scale=1:12.5 <br /> 1 23x4= 3 4 <br /> � T1 <br /> ii T2 <br /> W1 v <br /> O <br /> , /i-- —' S <br /> __ D1 <br /> 7 64x6=5 <br /> 3x4= <br /> 5-0-0 ' 5-4-0 I <br /> 5-4-0 <br /> Plate Offsets(X,Y)— [4:0-2-0,Edgel <br /> LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) l/defl L/d PLATES GRIP <br /> TCLL 40.0 Plate Grip DOL 1.00 TC 0.14 Vert(LL) -0.00 6 >999 480 MT20 197/144 <br /> TCDL 10.0 Lumber DOL 1.00 BC 0.13 Vert(TL) -0.07 6-7 >822 240 <br /> BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.00 4 n/a n/a <br /> BCDL 5.0 Code MNSRC2015fTP12007 (Matrix) Weight:26 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 5-4-0 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) 4=217/0-3-8 (min.0-1-8),7=217/Mechanical <br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. <br /> WEBS 2-7=-271/0,4-6=0/270 <br /> NOTES- (6-7) <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)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. <br /> 5)CAUTION,Do not erect truss backwards. <br /> 6)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 /> 7)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 /> JTTF L <br />