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Job Truss Truss Type Qty Ply 421056 S.B. Hopkins-Danberry/Coehen <br /> MASTER FB 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 08:01:53 2015 Page 1 <br /> ID:_Y2ihMJyJBLhLorGn3OSCDyD?KF-GuZZVCv0Q4yeOxPPD1 mXk7CR4ygL_dMgwzCib_yCkUi <br /> 0-1-8 <br /> H 2-2-8 1-7-8 <br /> Scale=1:25.9 <br /> 1.5x4 II 3x5= <br /> 1.5x3= 4x8= 1.5x4 I I 3x5= 1.5x4 11 3x6 FP= 1.5x4 II 3x6= 4x6= 3x4 <br /> 1 2 3 4 5 20 6 7 8 9 10 11 <br /> o1m � 04r Ti --0- '111 =.Y. .000000000000,_T _ <br /> 0 19 <br /> Eft W1 <br /> R1 \ , oM ..4.0000000001. 41114444400444400: 000000000.000,— " <br /> 17 16 15 14 1He <br /> 3 12 <br /> 3x6= 4x12= 3x10 MT18H FP=3x5= 3x8= 4x6= 3x8= <br /> 20-3-8 <br /> 20-3-8 <br /> Plate Offsets(X,Y)— [1:Edge,0-0-12],[10:0-1-8,Edge],[13:0-1-8,Edge] <br /> LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP <br /> TCLL 40.0 Plate Grip IDOL 1.00 TC 0.36 Vert(LL) -0.30 14-15 >807 480 MT20 197/144 <br /> TCDL 10.0 Lumber IDOL 1.00 BC 0.72 Vert(TL) -0.53 14-15 >457 240 MT18H 220/195 <br /> BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(TL) 0.09 12 n/a n/a <br /> BCDL 5.0 Code MNSRC2015/TPI2007 (Matrix) Weight:96 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=912/0-3-8 (min.0-1-8),12=2115/Mechanical <br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. <br /> TOP CHORD 11-12=-1185/0,2-3=-2750/0,3-4=-2750/0,4-5=-3915/0,5-20=-3915/0,6-20=-3915/0,6-7=-3535/0,7-8=-3535/0,8-9=-3535/0, <br /> 9-10=-1391/0 <br /> BOT CHORD 17-18=0/1590,16-17=0/3505,15-16=0/3505,14-15=0/3924,13-14=0/2666,12-13=0/1391 <br /> WEBS 2-18=-1787/0,2-17=0/1313,4-17=-856/0,4-15=0/464,6-14=-441/0,9-14=0/984,9-13=-1444/0,10-13=0/708,10-12=-1672/0 <br /> NOTES- (7-8) <br /> 1)All plates are MT20 plates unless otherwise indicated. <br /> 2)Refer to girder(s)for truss to truss connections. <br /> 3)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 /> 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. <br /> 5)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 /> 6)CAUTION,Do not erect truss backwards. <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)oStandard /L � <br /> 1)Deadd+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 <br /> LOTTED <br /> Continued on page 2 <br />