HomeMy WebLinkAboutB14-0153_Section 1.3_1421429100.pdf 40,1 F
AdiJob Truss Truss Type Qty Ply • e•
ML08712 H2 Halt Hip 1 111
Overholt Truss, Delta.Co 81416
ID:6LCOSLD0z9JLI:
3-0-0 I 5-1-12 IZ4*:
r
3-0-0 5-1-12114 rri
.01
00
Ow 0,6_444.1
3.00 12 3x4% 12 �
3 ��YRR #
5x10M18SHS= 01/16/15 •
c
S 2
i gIH.V111—IIIIIIIIIIIIIIIIIIIIIIIIIImftr__ n
-- = p'f 11I,
Id
►/ 8 7 6
9 3x8 = 4x10=3x5 II
3x5 =
I 5-1-12 I 10-0-0 10-11-8 I
5-1-12 4-10-4 0-11-8
Plate Offsets(X,Y)-- 12:0-5-0,0-2-01,[4:0-11-4,0-4-01.(8:0-3-8,0-1-81
LOADING(psf)
SPACING. 2-0-0 CSI. DEFL. In (100) I/defl L/d PLATES GRIP
TOLL 80.0 Plates Increase 1.00 TC 0,79 Vert(LL) -0.04 7-8 >999 240 MT20 197/144
(Roof Snow=80.0) Lumber Increase 1.00 BC 0.32 Vert(TL) -0.06 7-8 >999 180 M18SHS 197/144
TCDL 15.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.01 11 n/a n/a
BCLL 0.0 Code IRC2009/TPI2007 (Matrix) Weight:68 lb FT=0%
BCDL 10.0
LUMBER- BRACING-
TOP CHORD 2x6 SPF 2100F 1.8E`Except` TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
4-5:2x6 SPF 1650F 1.5E end verticals.
BOT CHORD 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SPF 1650F 1.5E*Except* MiTek recommends that Stabilizers and required cross bracing
2-9:2x6 SPF 1650F 1.5E be installed during truss erection,in accordance with Stabilizer
OTHERS 2x4 SPF 1650F 1.5E Installation guide.
REACTIONS. (lb/size) 9=1839/0-5-8 (min.0-3-14),11=947/0-1-8 (min.0-1-8)
Max Horz 9=154(LC 8)
Max Uplift9=-245(LC 6),11=-90(LC 9)
Max Gray 9=2485(LC 17),11=1175(LC 17)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1648/51,3-12=-555/1,4-12=-404/13,4-5=-400/29,2-9=-2423/274
BOT CHORD 8-9=-472/38,7-8=-100/1421
WEBS 3-8=-372/100,3-7=-1164/90,4-7=-726/113,5-7=-81/1221,2-8=-106/1798
NOTES-
1)Wind:ASCE 7-05;90mph;TCDL=6.Opsf;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,Lu=50-0-0
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)Provide adequate drainage to prevent water ponding. �,PO 0 LICF�111
7)All plates are MT20 plates unless otherwise indicated. .••••e.•
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •••Vc�:.•.ix. HER•�`rF�1L
9)Bearing at joint(s)11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity , ;OGJ • vt
of bearing surface. / •V -v;