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<br /> • Job Truss 1 Truss Type Qty I Ply Roof
<br /> 303242-A B3 Common Girder 1
<br /> i 2 Job Reference(optional)
<br /> Villaume Industries,St Paul,MN 8.210 s Feb 23 2018 MiTek Industries,Inc. Fri Mar 2 12:26:20 2018 Page 1
<br /> I D:Io6a4Qa83DcJ8nNgnjh2gAzezEy-yP5PmPIWkYWpEX89v6yp1 ORCItQ7kVGagBmwZgzeysn
<br /> -1-5-8 2-11-10 5-8-12 8-5-14 11-5-8 12-11-0
<br /> 1-5-8 I 2-11-10 2-9-2 2-9-2 2-11-10 1 1-5-8
<br /> 4x4 H Scale=1:28.4
<br /> 5
<br /> 4.95112
<br /> 2x3 / 2x3//
<br /> 4 6
<br /> 4x4% �#, r► 4x4
<br /> 17
<br /> 3 .....447,4x41;13 /
<br /> 2 — 1110
<br /> �) \\ /r�1 —8
<br /> If f us ' 'k # H , 9
<br /> •. - n - - n
<br /> 41% 20 21 11 22 10 23 18
<br /> 12 14 LUS26 3x4= LUS26 3x4= LUS26 16
<br /> 4x10 H LUS26 LUS28 4x10
<br /> LUS26 LUS26
<br /> 0.6-4 1-4-12 3-10-11 7.6-13 11-5-8
<br /> 0&41 0-10-8 I 2-5-15 I 3-8-3 i 3-10-11
<br /> Plate Offsets(X,Y)-- [2:0-4-8,0-0-3],[8:0-7-3,0-0-31
<br /> LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ltd PLATES GRIP
<br /> TCLL 35.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.05 10-11 >999 240 MT20 197/144
<br /> TCDL 7.0 Lumber DOL 1.15 BC 0.36 Vert(TL) -0.09 10-11 >999 180
<br /> BCLL 0.0 * Rep Stress Inca NO WB 0.41 Horz(TL) 0.02 8 n/a n/a
<br /> BCDL 10.0 Code MNSRC2015/TP12007 Matrix-MS Weight: 104 lb FT=20%
<br /> LUMBER-
<br /> TOP CHORD 2x4 SPF No.2 6)*This truss has been designed for a live load of 20.0psf on the
<br /> BOT CHORD 2x6 SPF 1650E 1.5E BOT CHORD bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
<br /> WEBS 2x3 SPF Stud 12-14=-140/1735,14-20=-220/2999,20-21=-220/2999, will fit between the bottom chord and any other members.
<br /> SLIDER 11-21=-220/2999,11-22=-141/2339, 7)Provide mechanical connection(by others)of truss to bearing plate
<br /> Left 2x6 SPF 1650F 1.5E 1-6-0, 10-22=-141/2339, 10-23=-169/2833,18-23=-169/2833, capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=240,
<br /> Right 2x6 SPF 1650F 1.5E 1-6-0 16-18=-93/1569
<br /> 8=229.
<br /> BRACING- WEBS 8)Use Simpson Strong-Tie LUS26(4-10d Girder,4-10d Truss,Single
<br /> TOP CHORD 5-10=-84/1117,6-10=-86/293,5-11=-102/1362, Ply Girder)or equivalent spaced at 2-0-12 oc max.starting at 0-6-4
<br /> Structural wood sheathing directly applied or 6-0-0 oc purlins. 2-12=-1844/157,14-15=-79/1471, 13-15=-68/993, from the left end to 11-5-8 to connect truss(es)Al(1 ply 2x4 SPF),A2
<br /> BOT CHORD 2-15=-87/1556,12-15=-1894/122,3-15=-1893/147, (1 ply 2x4 SPF)to back face of bottom chord.
<br /> Rigid ceiling directly applied or 10-0-0 oc bracing. 8-16=-1556/136, 18-19=-50/1064, 17-19=-66/975,
<br /> 9)Fill all nail holes where hanger is in contact with lumber.
<br /> 8-19=-66/1270,16-19=-1732/113,7-19=-2173/167
<br /> REACTIONS. (lb/size)
<br /> 2 = 3153/0-5-8 (min.0-2-8) NOTES- LOAD CASE(S)
<br /> 8 = 3059/0-5-8 (min.0-2-6) 1)2-ply truss to be connected together with 10d(0.131"x3")nails as Standard
<br /> Max Horz follows: 1)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate
<br /> 2 = -39(LC 13) Top chords connected as follows:2x4-1 row at 0-9-0 oc. Increase=1.15
<br /> Max Uplift Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 Uniform Loads(plf)
<br /> 2 = -240(LC 8) oc. Uniform
<br /> 1-5=-84,5-9=-84,12-16=-20
<br /> 8 = -229(LC 9) Webs connected as follows:2x3-1 row at 0-9-0 oc. Concentrated Loads(lb)
<br /> Max Gray 2)All loads are considered equally applied to all plies,except if noted Vert:10=-680(B)14=-685(B)16=-690(B)20=-680(B)21=-680(B)
<br /> 2 = 3153(LC 1) as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply 22=-680(B)23=680{B)
<br /> 8 = 3059(LC 1) connections have been provided to distribute only loads noted as(F)
<br /> or(B),unless otherwise indicated.
<br /> FORCES. (Ib) 3)Unbalanced roof live loads have been considered for this design.
<br /> Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 4)Wind:ASCE 7-10;Vult=115mph(3-second gust)
<br /> TOP CHORD V(IRC2012)=91 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp
<br /> 2-13=-2121/132,3-13=-1722/111,3-4=-3349/244, B;enclosed;MWFRS(envelope)gable end zone;cantilever left and
<br /> 4-5=-3292/248,5-6=-3147/237,6-7=-3196/234, right exposed;end vertical left and right exposed;Lumber DOL=1.60
<br /> • 7-17=-1319/83,8-17=-1719/104 plate grip DOL=1.60
<br /> - BOT CHORD 5)This truss has been designed for a 10.0 psf bottom chord live load
<br /> • 12-14=-140/1735,14-20=-220/2999,20-21=-220/2999, nonconcurrent with any other live loads.
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