Laserfiche WebLink
Job Truss Truss Type Qty Ply 421056 S.B. Hopkins-Danberry/Coehen ' <br /> MASTER FA Floor 12 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 08:01:44 2015 Page 1 <br /> I D:_Y2 ihMJyJ BLhLorGn3OSCDyD?KF-19 W9c7oNYJ pvpYDgBe5QtDKu NKI H NY9Vr3Xjn?yCkU r <br /> 0-1-8 <br /> H 2-2-8 1-7-0 11 a <br /> Scale=1:26.4 <br /> ■ <br /> 1.5x4 II 3x5= 1.5x4 II <br /> 1.5x3= 4x8= 1.5x4 11 3x5= 1.5x4 H 3x6 FP=S floe Cøy� 4x6= 1.5x3= <br /> 1 2 3 4 5 21 6 7 8 9 p 10 11 <br /> o 1 ar 11 94 �_ e, T9 <br /> 0 1901- --Illiiiiiiiiiiiiiiiii: �,, •': 1 20 I_ <br /> o 4 <br /> t 17 16 15 14 13 1 <br /> 3x6= 4x12= 3x10 MT18H FP— 3x8= 4x6= 3x6= <br /> 3x5= <br /> - - 20-3-0 <br /> 20-3-0 <br /> Plate Offsets(X,Y)-- [1:Edge,0-0-12],[10:0-1-8,Edge1,113:0-1-8,Edge] <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 0.36 Vert(LL) -0.30 14-15 >812 480 MT20 197/144 <br /> TCDL 10.0 Lumber DOL 1.00 BC 0.71 Vert(TL) -0.52 14-15 >460 240 MT18H 220/195 <br /> BCLL 0.0 Rep Stress Incr NO WB 0.66 Horz(TL) 0.09 12 n/a n/a <br /> BCDL 5.0 Code MNSRC2015/TPI2007 (Matrix) Weight:95 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) 18=909/0-5-8 (min.0-1-8),12=988/0-5-8 (min.0-1-8) <br /> FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. <br /> TOP CHORD 2-3=-2742/0,3-4=-2742/0,4-5=-3900/0,5-21=-3900/0,6-21=-3900/0,6-7=-3511/0,7-8=-3511/0,8-9=-3511/0,9-10=-1358/0 <br /> BOT CHORD 17-18=0/1586,16-17=0/3494,15-16=0/3494,14-15=0/3904,13-14=0/2639,12-13=0/1358 <br /> WEBS 2-18=-1782/0,2-17=0/1309,4-17=-852/0,4-15=0/460,6-14=-446/0,9-14=0/988,9-13=-1452/0,10-13=0/711,10-12=-1640/0 <br /> NOTES- (5-6) <br /> 1)All plates are MT20 plates unless otherwise indicated. <br /> 2)Load case(s)1,2 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. <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)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 /> 6)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:12-18=-8,1-21=-80,11-21=-96 <br /> 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 NN <br /> JTT II <br /> Continued on page 2 <br />