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<br /> Job Truss --- ITruss Type - _--- Qty Ply - -- - ------�-- --- ---
<br /> 001 F16 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 12:37:52 2012 Page 1
<br /> 0-5-7
<br /> I----1 I 2-3-7 I I 1-11-I0 i �5=i I 0-7-12 Scala 4124 6
<br /> Bx)= 34= 344=1 54 II 1 54 II 3$FP= 1 573 II 34= 1.54 II 346= 4$= 1 50 II
<br /> 1 2 3 4 5374= 6 7 834= 9 10 11 12 13 14
<br /> 0
<br /> ® T1 O o e 011 Ah.
<br /> :41R1 6 "Al41111111111111114114111114 D -- - -
<br /> W
<br /> 23 22 21 20 19 18 tl 44. 18 15
<br /> 1.54 II 4x8= 348= 34= 34 FP= 447= 1.54 II
<br /> 34=
<br /> 0-5-7 19-9-5 I 20-6-9 I
<br /> 10-5-71 19-3-14 0-9-4
<br /> Plate Offsets(X,Y):(2:0-1-8,Edge),(12:0-1-8,Edge),(17:0-1-8,Edge)
<br /> LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP
<br /> TCLL 40.0 Plates Increase 1.00 TC 0.27 Vert(LL) -0.21 20-21 >999 360 MT20 197/144
<br /> TCDL 15.0 Lumber Increase 1.00 BC 0.79 Vert(TL) -0.38 20-21 >627 240
<br /> BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.00 15 n/a n/a
<br /> BCDL 5.0 Code MNSRC/1PI2002 (Matrix) Weight:87 lb
<br /> LUMBER BRACING
<br /> TOP CHORD 4 X 2 SPF No.2 TOP CHORD sheathed or 6-0-0 oc purlins:1-14.
<br /> BOT CHORD 4 X 2 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
<br /> W EBS 4 X 2 SPF No.2
<br /> REACTIONS (lb/size) 2=837/0-3-8, 15=798/Mechanical
<br /> FORCES (Ib)-Maximum Compression/Maximum Tension
<br /> TOP CHORD 2-23=0/6,14-15=-24/0,1-2=0/0,2-3=-1249/0,3-4-1247/0,4-5=-1247/0,5-6=-2624/0,6-7=-2624/0,7-8=-2624/0,8-9=-2856/0,9-104-2856/0,10-11=-1806/0,11-124-1806/0,12-13=-761/0,13-14=0/0
<br /> BOT CHORD 22-23=0/0,21-22=0/2012,20-21=0/2887,19-20=0/2477,18-19=0/2477,17-18=0/761,16-17=0/432,15-16=0/432
<br /> WEBS 12-17=-743/0,12-18=0/1203,11-184-179/0,10-18-778/0,10-20=0/440,9-204-172/0,8-204-36/0,8-21=-305/0,6-21=-174/0,5-21=0/709,5-22=-925/0,2-22=0/1419,4-22=-135/0,13-17=0/824,13-16=0/1,
<br /> 13-15=-883/0
<br /> NOTES (5)
<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)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
<br /> 4)CAUTION,Do not erect truss backwards.
<br /> 5)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 verity the adequacy of the design loads as
<br /> the component is incorporated into the overall structure.
<br /> LOAD CASE(S) Standard
<br /> �5,b lid I v-6 77 f lace - ,2mX70/(2.-00-o
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