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Job 1 Truss Truss Type thy Ply
<br /> 001 1F7 FLOOR 1 1
<br /> _ __ _ Job Reference(optional)
<br /> P&M Truss Inc.,Isanti,MN 55040 7.220 s Dec 29 2009 MiTek Industries,Inc. Wed Feb 01 12:37:42 2012 Page 1
<br /> 0-4-0
<br /> I-11 2-3-7 1 10-10-121 1 1-11-13 I -7-i
<br /> ]37
<br /> 2.8 II
<br /> 346 FP= 345 FP=
<br /> 641= 2.6 11 647= 246 1I 557 11 245 11 4,11 447 11 246 11 647= 2.4 11 8410= 246 11
<br /> 23 5 6L 7 8 9 I0 11 12 13 14 15 16
<br /> 28 25 24 23 22 21 20 19 18 17
<br /> 1.553 II 4x12= 4110= 348= 3415 81118 F0= 345= 3410= 4410= 1543 II Ota=
<br /> 1.543 5P=
<br /> Q 4-pQ 27-10-3
<br /> d-q-0 27-6-3
<br /> Plate Offsets(X,Y):)1:0-1-8,Edge),(16:0-3-0,Edge),[17:Edge,0-1-8)
<br /> LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) 1/dell Lid PLATES GRIP
<br /> TOLL 40.0 Plates Increase 1.00 TC 0.21 Vert(LL) -0.51 21-23 >644 360 MT20 197/144
<br /> TCDL 15.0 Lumber Increase 1.00 BC 0.68 Vert(TL) -0.90 21-23 >364 240 MT16 116/127
<br /> BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.02 17 n/a n/a
<br /> BCDL 5.0 Code MNSRC/TPI2002 (Matrix) Weight:141 lb
<br /> LUMBER BRACING
<br /> TOP CHORD 4 X 2 SPF No.2 TOP CHORD sheathed or 6-0-0 oc pudins:1-16.
<br /> BOT CHORD 4 X 2 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
<br /> WEBS 4X2SPFNo.2
<br /> REACTIONS (lb/size) 1=1096/0-3-8, 17.1096/Mechanical
<br /> FORCES (lb)-Maximum Compression/Maximum Tension
<br /> TOP CHORD 1-26=0/8,16-17=-1/0,1-2=-1855/0,2-3=-1855/0,3-4=-3803/0,4-5=-3803/0,5-6=-5411/0,6-7=-5411/0,7-8=-5676/0,8-9=-5676/0,9-10=-5676/0,10-11=-5676/0,11-12=-4600/0,12-13=-4600/0,13-14=-2177/0,
<br /> 14-15=-2177/0,15-16=0/0
<br /> BOT CHORD 25-26=0/0,24-25=0/2474,23-24-0/4750,22-23=0/5685,21-22=0/5685,20-21=0/5281,19-20=0/3536,18-19=0/642,17-18=0/642
<br /> WEBS 1-25=0/2112,2-25=-143/0,3-25=-1051/0,3-24=0/1521,4-24=-185/0,15-17=-1268/0,15-18=0/9,5-24=-1085/0,5-23=0(757,6-23=-185/0,7-23=-314/0,7-21=-11/0,9-21=-185/0,11-21=0/453,11-20=780/0,
<br /> 12-20=-182/0,13-20=0/1218,13-19=-1557/0,14-19=-171/0,15-19=0/1807
<br /> NOTES (6)
<br /> 1)All plates are MT20 plates unless otherwise indicated.
<br /> 2)Refer to girder(s)for truss to truss connections.
<br /> 3)Required 2x6 strorlgbacks,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 /> 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
<br /> 5)CAUTION,Do not erect truss backwards.
<br /> 6)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 /> V -SD ale/ f)(Q 6L -�C� - -oho add 6�
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