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Job Truss Truss Type Qty Ply 421056 S.B. Hopkins-Danberry/Coehen <br /> MASTER FD1 Floor Girder 1 1 <br /> I _ Job Reference(optional) <br /> Littfin Truss Company,Winsted,MN,Jim Boruff 7.630 s Jul 9 2015 MiTek Industries,Inc. Thu Dec 03 08:01:58 2015 Page 1 <br /> f��2222 <br /> �� ID:_Y2ihMJyJBLhLorGn30SCDyD?KF-dsMSYvz9FcawVilNOaLiRAvGHzWKfonZ3EwTHByCkUd <br /> 2-2-8 - �2 �9H I 1-4-12 1-4-8 <br /> Scale=1:13.9 <br /> 5x4= <br /> 1.5x3 H 4x8= 1.5x3 II 1.5x3 II 6x8= 1.5x3 II <br /> 1 2 3 4 5 6 7 <br /> ® T1 <br /> W' r2 r• , ' '6 - W' 4 <br /> i — li : . — <br /> Q <br /> i6-- <br /> 13 12 11 10 9 8 <br /> 8x12 = 6x8= <br /> 3x5= 4x6= <br /> 5-4-4 <br /> 1 5-0-4 5-2-4 , 8-4-8 <br /> 8-4-8 I <br /> Plate Offsets(X,Y)-- [3:0-1-8,Edge],[6:0-3-8,Edge],[8:Edge,0-1-8],[10:0-1-8,Edge],[11:0-5-12,Edge] <br /> LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP <br /> TCLL 40.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL) -0.06 12 >999 480 MT20 197/144 <br /> TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(TL) -0.10 12-13 >968 240 <br /> BCLL 0.0 Rep Stress Incr NO WB 0.97 Horz(TL) 0.02 8 n/a n/a <br /> BCDL 5.0 Code MNSRC2015/TP12007 (Matrix) Weight:44 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)*Except* <br /> W1:2x4 DF 1800F 1.6E(flat) <br /> REACTIONS. (lb/size) 13=1031/Mechanical,8=1338/Mechanical <br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. <br /> TOP CHORD 2-3=-3140/0,3-4=-3039/0,4-5=-3039/0,5-6=-3039/0 <br /> BOT CHORD 12-13=0/1771,11-12=0/2972,10-11=0/3039,9-10=0/1501,8-9=0/1530 <br /> WEBS 4-11=0/471,5-10=-348/0,2-13=-2006/0,2-12=0/1561,3-11=-424/0,6-8=-1998/0,6-10=0/1919 <br /> NOTES- (6-7) <br /> 1)Unbalanced floor live loads have been considered for this design. <br /> 2)Refer to girder(s)for truss to truss connections. <br /> 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. <br /> 4)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 /> 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 /> 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 <br /> Uniform Loads(plf) <br /> Vert:8-13=-8,1-7=-80 ..[ITTFIIN. <br /> Continued on page 2 <br />