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Job Truss Truss Type Qty Ply 421056 S.B. Hopkins-Danberry/Coehen <br /> MASTER FDL Floor Supported Gable 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 08:01:59 2015 Page 1 <br /> I D:_Y2i hMJyJBLhLorG n3OSCDyD?KF-52wq m F_nOwin6ssZZHtxzNSXN N2o0U ii luf0 pdyCkUc <br /> 1 2 3 4 5 6 7 8 Scale=1:11.6 <br /> iii �i T9 iii I I iii iii <br /> 191. 191 i� 19 <br /> iii <br /> ST' <br /> 1 191 <br /> ST' <br /> iii iii <br /> il <br /> W1 ST1 ST' ST' ST' W1 <br /> T <br /> lir <br /> TT <br /> Tr r rr Tr <br /> X191 . - _X $1 i9! i9! iii 191 <br /> 16 15 14 13 12 11 10 9 <br /> 8-4-8 <br /> I - - <br /> 8-4-8 <br /> I <br /> LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP <br /> TCLL 40.0 Plate Grip DOL 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 197/144 <br /> TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999 <br /> BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 9 n/a n/a <br /> BCDL 5.0 Code MNSRC2015/TPI2007 (Matrix) Weight:34 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 1800F 1.6E(flat) <br /> OTHERS 2x4 DF Std or 2x4 SPF Stud(flat) <br /> REACTIONS. All bearings 8-4-8. <br /> (Ib)- Max Gray All reactions 250 lb or less at joint(s)16,9,15,14,13,12,11,10 <br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. <br /> NOTES- (7-8) <br /> 1)All plates are 1.5x3 MT20 unless otherwise indicated. <br /> 2)Gable requires continuous bottom chord bearing. <br /> 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). <br /> 4)Gable studs spaced at 1-4-0 oc. <br /> 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. <br /> 6)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 /> 7)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 /> 8)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 /> _ I IlThK <br />