Laserfiche WebLink
Job Truss Truss Type Qty Ply 421056 S.B. Hopkins-Danberry/Coehen <br /> MASTER FA1 Floor 1 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 08:01:46 2015 Page 1 <br /> ID:_Y2ihMJyJBLhLorGn3OSCDyD?KF-_Yevlpgd4w3d3sN3J28uyePF78TarTEoJNOgsuyCkUp <br /> 0-1-8 <br /> H I 2-2-8 I 1 1-7-011 8 <br /> Scale=1:26.4 <br /> 1.5x4 11 3x6= 1.5x4 <br /> 1.5x3= 4x8= 1.5x4 H 3x5= 1.5x4 H 3x5= 1.5x4 H 3x6 FP= 4x6= 1.5x3= <br /> c 1 2 3 4 5 6 7 8 9 10 11 <br /> 1;', —, 1T1 °r _ o <br /> T7 <br /> 0 19 L, 000000---1111111 00000000- .1 I I I I I iiii: .....liool11- <br /> j 20 10 4 <br /> BFf 1 v <br /> 61 _a- — -0_ _o B o -- o- <br /> 17 16 15 14 13 • <br /> 3x6= 4x8 3x10 MT18H FP = 3x5 = 3x8= 4x6= 3x6= <br /> 20-3-0 <br /> 20-3-0 <br /> Plate Offsets(X,Y)— [1:Edge,0-0-12],[10:0-1-8,Edgej,[13:0-1-8,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 0.28 Vert(LL) -0.30 14-15 >812 480 MT20 197/144 <br /> TCDL 10.0 Lumber DOL 1.00 BC 0.60 Vert(TL) -0.47 14-15 >509 240 MT18H 220/195 <br /> BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.08 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=874/0-5-8 (min.0-1-8),12=874/0-5-8 (min.0-1-8) <br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. <br /> TOP CHORD 2-3=-2609/0,3-4=-2609/0,4-5=-3636/0,5-6=-3636/0,6-7=-3171/0,7-8=-3171/0,8-9=-3171/0,9-10=-1206/0 <br /> BOT CHORD 17-18=0/1519,16-17=0/3295,15-16=0/3295,14-15=0/3575,13-14=0/2359,12-13=0/1206 <br /> WEBS 2-18=-1706/0,2-17=0/1234,4-17=-777/0,4-15=0/386,6-14=-457/0,9-14=0/920,9-13=-1307/0,10-13=0/643,10-12=-1456/0 <br /> NOTES- (4-5) <br /> 1)All plates are MT20 plates unless otherwise indicated. <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 />