HomeMy WebLinkAboutB14-0153_3.10_1421429160.pdf 40.1 F
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Job Truss Truss Type Qty Ply • •
ML07779 MI Monopfch 3 41/11 ibilot 11
Li Tervi
Overholt Truss, Delta.Co 81416
ID:rfg9ZcmVny81
I -1-6-0 I 1-6-4 ict
1-6-0 1-6-4
MEI
5.0012
.ipi 46:111187ICCO3 VP
2
5 01/16/15
1
ii
mom ,
- 4
3x12 II 2x4 I
( 1-8-4 I
145-4
Plate Offsets(X,Y): [2:0-2-12.0-1-11,(3:0-2-8,0-2-41
LOADING(psi) SPACING 2-0-0 CSI DEFL in (loc) Udefl L/d PLATES GRIP
TCLL 80.0 Plates Increase 1.00 TC 0.16 Vert(LL) -0.00 2 >999 240 MT20 197/144
(Roof Snow=80.0) Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 2 >999 180
TCDL 15.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 (Matrix) Weight:12 lb FT=0
BCDL 10.0
LUMBER BRACING
TOP CHORD 2x6 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 1-6-4 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.
SLIDER Left 2x6 SPF 1650F 1.5E 1-5-5 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 4=-30/Mechanical,2=620/0-5-8 (min.0-1-8)
Max Horz 2=54(LC 7)
Max Uplift4=-140(LC 16),2=-77(LC 6)
Max Gray 4=21(LC 5),2=651(LC 17)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES
1)Wind:ASCE 7-10;Vutt=115mph(3-second gust)V(IRC2012)=91mph;TCDL=6.0psf;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)TOLL:ASCE 7-10;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 16.0 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(it=lb) _�������\
4=140. �� �\
8)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced �l kD 0 LIC 74,' �1
standard ANSI/TPI 1. �0�:e•P••HF,•• .`-'<0 It LOAD CASE(S) Standard �� / �•: II�
'/ :C5 , - 4,766m
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August 6,2014
1 1
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED HIM(REFERENCE PAGE 1411-7473 leis 1/29/2014 BEFORE USE __
Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. 1
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 MiTek"
erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding
,.qualify control,storage,delivery,erection and bracing,consult ANSI/TPI1 QuaLrty Galeria,_^59$?and 6031 Building Component 7777 Grtwr.b, Line, a 1088
Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312.Alexandria,VA 22314.
Muir
Safety 95810
l N Southern Pins(591 lumber is specified,the design values are those effective 06/01/2013 by ALSO
I