HomeMy WebLinkAboutB14-0153_3.21_1421429100.pdf 40,1 F pal
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Job Truss Truss Type Qty Ply s 0
ML07779 T2 Raaf Special 7 IQ 111
Overholt Truss, Delta.Co 81416 LIP Air- ‘r liNill el
ID,rfg9ZcmVny
-3-0-0 2-8-12 I 5-2-0 I 8-2-11 11-3-6 r
3-0-0 2-8-12 2-5-4 3-0-11 3-0-11
Mit
5x8=
6 4
3x4 - � 90)
�y
5.00 12 5 a ■ 7��i
2x6 II 14 0 Y i�
4 01/16/15 •
6x8
4x6
3 ii rig
2 �a� 10
sxe=
�j'�11-
1 .- Y tD II.
►m 611
�� 5x10 MT18HS
10x12 1 13 12 3.00 112
3x8= 3x4 l
4x12 =
1 2-5-12 1 5-2-0 1 12-5-4 19.8-8 I
2-8-12 2-5-4 7-3-4 7-3-4
Plate Offsets(X,Y): 13:0-2-0,0-2-41,19:0-3-2,Edae1,(11:0-5-4,0-1-121 (13:0-3-8,0-1-81
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP
TCLL 80.0 Plates Increase 1.00 TC 0.63 Vert(LL) -0.17 10-11 >999 240 MT20 197/144
Roof Snow=80.0) Lumber Increase 1.00 BC 0.73 Vert(TL) -0.31 10-11 >761 180 MT18HS 197/144
TCDL 15.0 Rep Stress!nor YES WB 0.46 Horz(TL) 0.18 9 n/a n/a
BOLL 0.0 Code IRC2012/TPI2007
BCDL 10.0 (Matrix) Weight:109 lb FT=0%
LUMBER BRACING
TOP CHORD 2x6 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 4-4-12 oc purlins, except
BOT CHORD 2x4 SPF 1650F 1.5E end verticals.
WEBS 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
SLIDER Left 2x8 SPF 1950F 1.5E 2-11-8 6-0-0 oc bracing:12-13.
WEBS 1 Row at midpt 7-9
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=2687/0-5-8 (min.0-4-3),9=2008/Mechanical
Max Horz 2=131(LC 10)
Max Uplift2=-196(LC 10),9=-98(LC 11)
Max Gray 2=2687(LC 1),9=2090(LC 18)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-2823/131,3-4=-3212/185,4-5=-3392/235,5-6=-2987/146,6-7=-3681/169,
7-8=511/22,8-9=-638150
BOT CHORD 2-13=-156/2018,12.13=-88/297,4-11=-694/105,10-11=-191/3231,9-10=-165/3007
WEBS 3-13=-422/52,11-13=-69/1762,3-11=-35/1074,5-11=-300/93,5-10=-786/144,
6-10=-43/1732,7-10=0/720,7-9=-3358/200
NOTES
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91 mph,TCDL=6.0psf;BCDL=6.Opsf:h==25ft;Cat.II;Exp C;enclosed;
MWFRS(envelope)automatic zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.00 plate grip
DOL=1.00 `..�������
2)TCLL:ASCE 7-10;Pf=80.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 _ DO LI \\'
3)Unbalanced snow loads have been considered for this design. �i� CF tit
4)This truss has been designed for greater of min roof live load of 16,0 psf or 1.00 times flat roof load of 80.0 psf on overhangs i \.,0 ••'•••••e•2s t
non-concurrent with other live loads. j VOA•5 P`- HF,4••;FO (#
5)All plates are MT20 plates unless otherwise indicated. / :0 2 e
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. % V Yy• t6
7)Refer to girder(s)for truss to truss connections. r, • -
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9 except Qt=lb) r<< 66°:7:
2=196.
9)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced ,i/��•• ••144.0
standard ANSI/TPI 1. �) ��: