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<br /> Job Truss Truss Type --- Oty Ply
<br /> 001 F12 FLOOR 1 1
<br /> _____ I _ Job Reference(optional)
<br /> P8M Truss Inc.,Isanti,MN 55040 7.220 s Dec 29 2009 MiTek Industries,Inc.Wed Feb 01 12:37:49 2012 Page 1
<br /> 0-5-7
<br /> HI 2-3-7 I I 2-5-13 I 3. 11111-7-126...,tH0 1 5
<br /> 3
<br /> 6x7= 3,4= 3,4= 3,4 II 3,6= 1 5,3 II 344= 1 543 II 3w= 36 FP= 1543 II 34= 1 543 II 45= 547= 1 543 II
<br /> 1 2 3 4 5 6 7 5 9 10 11 12 13 15 16
<br /> i e o. a m ., a g= ® o
<br /> 26 25 24 23 22 21 20 1956 16 17
<br /> 1.543 II 4,12= 34= 3n15 M716 FP= 34= 36= 440= 156 II
<br /> 4,4=
<br /> p 5-7I 25-6-5 I26-3-9
<br /> b-5-7 25-0-14 _ 0-9-4
<br /> Plate Offsets(X,V):12:0-1-8,Edge),(14:0-1-8,Edgej,(17:Edge,0-1-8(,f19:0-1-8,Edgej
<br /> LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP
<br /> TCLL 40.0 Plates Increase 1.00 TC 0.40 Vert(LL) -0.53 21-22 >588 360 MT20 197/144
<br /> TCDL 15.0 Lumber Increase 1.00 BC 0.87 Vert(TL) -0.93 21-22 >333 240 MT16 116/127
<br /> BCLL 0.0 Rep Stress lncr YES WB 0.54 Horz(TL) 0.01 17 Na n/a
<br /> BCDL 5.0 Code MNSRC/TPI2002 (Matrix) Weight:110 lb
<br /> LUMBER BRACING
<br /> TOP CHORD 4 X 2 SPF 1650F 1.5E TOP CHORD sheathed or 6-0-0 oc purlins:1-16.
<br /> BOT CHORD 4 X 2 SPF 1650F 1.5E 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=1067/0-3-8, 17=1028/Mechanical
<br /> FORCES (Ib)-Maximum Compression/Maximum Tension
<br /> TOP CHORD 2-26=0/5,16-174-26/0,1-2=0/0,2-3=-1697/0,3-4=-1694/0,4-5=-1695/0,5-6=-3970/0,6-7=-3970/0,7-8=-4810/0,8-9=-4810/0,9-10=-4371/0,10-11=-4371/0,11-12=-4371/0,12-13=-2648/0,13-14=-2648/0,
<br /> 14-15=-1260/0,15-16=0/0
<br /> BOTCHORD 25-26=0/0,24-25=0/3060,23-24=0/4538,22-23=0/4538,21-22=0/4738,20-21=0/3656,19-20=0/1260,18-19=0/559,17-18=0/559
<br /> WEBS 14-19=-939/0,14-20=0/1598,13-20=-178/0,12-20=-1167/0,12-21=0/829,11-21=-172/0,9-21=-425/0,9-22=0/83,8-224-171/0,7-22=0/315,7-24=-659/0,6-24=-168/0,5-24=0/1055,5-25=-1543/0,2-25=0/1918,
<br /> 4-25=-152/0,15-19=0/1184,15-18=0/0,15-17=-1143/0
<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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<br /> 45SU 1A- birZAZa & 02(]702 -OZ,o
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