HomeMy WebLinkAboutB14-0153_Section 1.1_1421429100.pdf 40,1 F
Job Truss Truss Type Qty Ply • e•
IML08712 CJ1 Diagonal Hip Girder i 111
Overholt Truss, Delta.Co 81416
ID:6LCOSLDOz9JU5ryf
I -4-2-15 4-2-9
4-2-15 4-2-9 ■a f
Irkarld
Mit
2.1212 9)lao) livil
2 01/16/15 •
10
vp
1 MI
1I ------_____ -----I
8 7
9 10x10= 4x4= 4x8 =6
I 42-9I 8-5-1 I
4-2-9 4-2-9
Plate Offsets(X,Y)-- 19:0-4-12,0-3-81
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP
TOLL 80.0 Plates Increase 1.00 TC 0.49 Vert(LL) 0.01 8 >999 240 MT20 197/144
(Roof Snow=80.0) Lumber Increase 1.00 BC 0.08 Vert(TL) -0.01 8 >999 180
TCDL 15.0 Rep Stress Ina NO WB 0.09 Horz(TL) -0.00 7 n/a n/a
BCLL 0.0 Code IRC2009/TP12007 (Matrix) Weight:74 lb FT=0%
BCDL 10.0
LUMBER- BRACING-
TOP CHORD 2x10 DF-N 1950F 1.7E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x6 SPF 1650F 1.5E end verticals.
WEBS 2x4 SPF 1650F 1.5E*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
2-9:2x6 SPF 1650F 1.5E MiTek recommends that Stabilizers and required cross bracing •
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 9=1940/0-7-6 (min.0-3-9),7=643/Mechanical
Max Horz 9=116(LC 7)
Max Uplift9=-333(LC 6),7=-35(LC 12)
Max Gray 9=2256(LC 13),7=792(LC 13)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-9=2217/352,2-3=-573/358,4-7=-581/70
BOT CHORD 7-8=-437/382
WEBS 2-8=-451/395,3-7=-417/477
NOTES-
1)Wind:ASCE 7-05;90mph;TCDL=6.0psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever
left and right exposed;end vertical left and right exposed;Lumber DOL=1.00 plate grip DOL=1.00
2)TCLL:ASCE 7-05;Pf=80.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 80.0 psf on overhangs
non-concurrent with other live loads,
5)This truss has been designed for basic load combinations,which include cases with reductions for multiple concurrent live loads. _`���,,\
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, ?� L/ NN% 1
7)Refer to girder(s)for truss to truss connections. OQ.P0 CFvS<(-.
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LOAD CASE(S) Standard j VOri
e'S N. HF,4ee;FO�L
/ / -72%
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