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o Truss Truss Type Oty Ply <br /> 001 F17 FLOOR 1 1 <br /> I Job Reference(optional) <br /> R&M Truss Inc.,Isanti,MN 55040 --_. -- 7.220 s Dec 29 2009 MiTek Industries,Inc. Wed Feb 01 12:37:53 2612 Page 1 <br /> I 0-7-12 1 1 2-5-13 I I 2-3-7 I I 2-2-10 1 1 0-7-12 <br /> Scale.I:16 0 <br /> I 1.a 11 2 308= 3 3.. I. 1.4 11 5 3.4= 8 11,4 11 7 3.6= 8 1.11 <br /> IR O e 9 <br /> 1Ti <br /> w1 w w a w yy wl o <br /> W <br /> e e <br /> 1.4 11 385= 3.= 1.4 1I <br /> 15 la13 12 11 10 9 <br /> 3.a= <br /> 34— 3.4= <br /> ( 13-8-12 <br /> 13-8-12 l <br /> Plate Offsets(X,Y):[3:0-1-8,Edge),(13:0-1-8,Edge) <br /> LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP <br /> TCLL 40.0 Plates Increase 1.00 TC 0.19 Vert(LL) -0.05 11-12 >999 360 MT20 197/144 <br /> TCDL 15.0 Lumber Increase 1.00 BC 0.38 Vert(TL) -0.11 11-12 >999 240 <br /> BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.02 9 n/a n/a <br /> BCDL 5.0 Code MNSRC/TPI2002 (Matrix) Weight:59 lb <br /> LUMBER BRACING <br /> TOP CHORD 4 X 2 SPF No.2 TOP CHORD sheathed or 6-0-0 oc purlins:1-8. <br /> BOT CHORD 4 X 2 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. <br /> WEBS 4 X 2 SPF No.2 <br /> REACTIONS (lb/size) 15=544/Mechanical, 9=544/Mechanical <br /> FORCES (lb)-Maximum Compression/Ma3dmum Tension <br /> TOP CHORD 1-15=0/17,8-9=0/6,1-2=0/0,2-3=1032/0,3-4=-1343/0,4-5=-1343/0,5-6=-980/0,6-7=-980/0,7-8=0/0 <br /> BOT CHORD 14-15=0/316,13-14=0/316,12-13=0/1032,11-12=0/1308,10-11=0/307,9-10=0/307 <br /> WEBS 2-15=-647/0,2-14=0/19,7-9=-628/0,7-10=0/7,2-13=0/809,3-13=-366/0,3-12=0/358,4-12=-171/0,5-12=0/40,5-11=-381/0,6-11=-175/0,7-11=0/779 <br /> NOTES (3) <br /> 1)Refer to girder(s)for truss to truss connections. <br /> 2)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 by other means. <br /> 3)This truss is designed in accordance with the Minnesota State Residential Building Code.No increased unbalanced loads or drift loads have been considered.The building designer should verify the adequacy of the design loads as <br /> the component is incorporated into the overall structure. <br /> LOAD CASE(S)Standard <br /> ) 537 )/(1 1 /°(4..ce - - - b2ala oare)� <br />