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<br /> Job- _ -__---- Truss Truss Type --- _ Qty Ply -- --.-- -
<br /> 001 F5 FLOOR 1 1
<br /> _ _____ __ _ __ _ Job Reference(optional)
<br /> P8M Truss Inc.,Isanti,MN 55040 - - - - 7.220 s Dec 29 2009 MTek Industries,Inc. Wed Feb 01 12:37:40 2012 Page 1
<br /> 0-4-0
<br /> I-1 I-- 237 I o�99 ( I 1-7-4 1107126
<br /> ,b-I3oa
<br /> 344=
<br /> 647= 3“= I 5.11 4,7= 154 11 374= i 5v3 II 3LL= 34 FP= 15vJ 11 3.= 15d II 445= l®= 1Sr3 11
<br /> 1 2 3 4 5 6 7 6 9 10 II 12 13 15 16
<br /> 914.
<br /> to
<br /> • C64 - N 9 - O 9 •
<br /> 28 25 24 23 22 21 20 19 4d- 18 17
<br /> 1543 II 4410= 646= 3,5= 3415 MT16 FP= 3x5= 4,e= 15x3 II 440-
<br /> 84- 25-2-3
<br /> -4-bQ 24-10-3
<br /> Plate Offsets(X,Y):(2:0-1-8,Edge),(14:0-1-8,Edgel,i17:Edge,0-1-81,119:0-1-8,Edge)
<br /> LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft IJd PLATES GRIP
<br /> TCLL 40.0 Plates Increase 1.00 TC 0.51 Vert(LL) -0.46 21-23 >646 360 MT20 197/144
<br /> TCDL 15.0 Lumber Increase 1.00 BC 0.82 Vert(TL) -0.81 21-23 >364 240 MT16 116/127
<br /> BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) -0.00 17 n/a n/a
<br /> BCDL 5.0 Code MNSRC/TPI2002 (Matrix) Weight 105 lb
<br /> LUMBER BRACING
<br /> TOP CHORD 4 X 2 SPF Not TOP CHORD Structural wood sheathing directly applied or 5-6-4 oc purlins,except end verticals.
<br /> BOT CHORD 4 X 2 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
<br /> WEBS 4X2SPFNo.2
<br /> REACTIONS (lb/size) 2=1022/0-3-8, 17=985/Mechanical
<br /> FORCES (Ib)-Maximum Compression/Mattimum Tension
<br /> TOP CHORD 2-26=0/8,16-17=-14/0,1-2=0/0,2-3=-1566/0,3-4=-1563/0,4-5=-1563/0,5-6=-3125/0,6-7=-3125/0,7-8=-4311/0,8-9=-4311/0,9-10=4216/0,10-11=-0216/0,11-12=-4216/0,12-13=-2838/0,13-14=-2838/0,
<br /> 14-15=-1627/0,15-16=0/0
<br /> BOT CHORD 25-26=0/0,24-25=0/2039,23.24=0/3866,22-23=0/4412,21-22=0/4412,20-21=0/3674,19-20=0/1627,18-19=0/544,17-18=0/544
<br /> WEBS 2-25=0/1780,4-25=-71/0,5-25=-898/0,5-24=0/1259,6-24=-176/0,15-17=-1112/0,15-18=0/11,7-24=-858/0,7-23=0/516,8-23=-170/0,9-23=-117/0,9-21=-227/0,11-21=-170/0,12-21=0/628,12-20=-968/0,
<br /> 13-20=-177/0,14-20=0/1394,14-19=-850/0,15-19=0/1385
<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)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 /> 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
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