HomeMy WebLinkAboutB14-0153_3.27_1421429100.pdf 40,1 Fpal
Jab Truss Truss Type Qty Ply. r�°4 �•
ML07779 T8 Common 11 I � + 111
Overholt Truss, Delta.Co 81416 V
ID:rfg9ZcmVny8PgT
I 3-9-11 I 7-3-15 I 10-10-2 1 14-4-11 r
3-9-11 3-6-3 3-6-3 3-6-9 ■•f
.01
00
5x6= 01. 146_44/61
5
5.00 12 r /�
3x4 Il�fl
4
2x4 0. 01/16/15 •
3
5x8 / •y
2
i
1• _ 9 r;
Im --
'LI . wal11111011111111' 1,_
13 12
7 4x12 I I 3x5= 11 10
4x12 = 5x10M18SHS H
3x4 =
I 5-6-13 I 10-10-2 I 18-2-12 I
5-6-13 5-3-5 7-4-10
Plate Offsets(XX): [1:0-3-8,Edge1,17:0-5-0,Edae1,18:0-2-8,0-3-01.110:0-3-8,Edge1
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ltd PLATES GRIP
TCLL 80.0 Plates Increase 1.00 TC 0.50 Vert(LL) -0.08 11-13 >999 240 MT20 197/144
(Roof Snow=80.0) Lumber Increase 1.00 BC 0,54 Vert(TL) -0.12 11-13 >999 180 M18SHS 197/144
TCDL 15.0 Rep Stress Incr YES WB 0,39 Horz(TL) 0.04 10 n/a n/a
BOLL 0.0 Code IRC2012/TP12007 (Matrix) Weight:119 lb FT=0%
BCDL 10.0
LUMBER BRACING
TOP CHORD 2x6 SPF 1650F 1,5E`Except' TOP CHORD Structural wood sheathing directly applied or 4-5-12 oc purlins, except
7-9:2x10 DF-N 1950F 1.7E end verticals.
ROT CHORD 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SPF 1650F 1.5E MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 SPF 1650F 1.5E be installed during truss erection,in accordance with Stabilizer
SLIDER Left 2x8 SPF 1950F 1.5E 2-1-13 Installation guide.
REACTIONS (lb/size) 1=1778/Mechanical,10=2930/0-5-8 (min.0-4-10)
Max Horz 1=67(LC 14)
Max Upliftl=-111(LC 10),10=-208(LC 11)
Max Gray 1=1950(LC 17),10=2930(LC 1)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-3=-3022/187,3.4=-2571/177,4-5=-1649/132,5-6=-1514/142,6-8=-1816/130,
8-9=0/350,8-10=-2862/250
BOT CHORD 1-13=-157/2371,11.13=-93/2198
WEBS 4-11=-1194/143,5-11=-109/463,6-11=-109/595,8-11=-187/1322
NOTES
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91 mph;TCDL=6.Opsf;BCDL=6.0psf;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;P1=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 16.0 psf or 1.00 times flat roof load of 80.0 psf on overhangs I O PDO L/��1\
non-concurrent with other live loads.
5)All plates are MT20 plates unless otherwise indicated. — ••••••••e i
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. o V�•••• P. HF9•e.sF�1,
7)Refer to girder(s)for truss to truss connections. e OBJ 4/ ft
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=111, j V 7%
10=208. // •a •• /
9)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced °/ • - - ' eV •6 m; /
standard ANSI/TPI 1. % ��2 / n/�
LOAD CASE(S) Standard ,t♦'�0: ••,,,�
August 6,2014
1 )
A WARNING-Verify design parameters and READ AWES ON INS AND INCLUDED MIIEK REFERENCE PAGE MII-7413 ma 1/29/20118EFOREUSE
Design valid for use only with Wel(connectors.This design is based only upon parameters shown,and is for an individual building component. .
Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Mel('erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding
fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109
Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610
N Southern Pine(SP)lumber Is specified the design values are those effective 06/01/2013 by ALSC