HomeMy WebLinkAboutB14-0153_3.25_1421429100.pdf 40.1 F
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Job Truss Truss Type Qty Ply a +
ML07779 T6 Common 2 Itirte 1131
Overholt Truss, Delta.Co 81416
ID:rfg9ZcmVny81 705rellop114
I 5-2-12 1
5-2-12 rri
5x6=
3
5.00172-
5x5
2 01/16/15
_ .. iI "
\x� El
/ \ 6 ,_
3x10 H 2x4 II 3x,'
5-2-12 i 10.5.8
I
5-2-12 5-2-12
Plate Offsets(X,Y): 11:0-2-12.0-2-01.15:0-7-5.0-2-01
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Lid PLATES GRIP
1 TCLL 80.0
Plates Increase 1.00 TC 0.26 Vert(LL) -0.02 1-6 >999 240 MT20 197/144
(Roof Snow=-80.0)0.0
Lumber Increase 1.00 BC 0.26 Vert(TL) -0.04 1-6 >999 180
TCDL BCLL 15.0 Rep Stress Ina YES WB 0.03 Horz(TL) 0.02 5 n/a n/a
BCDL 10.0 Code IRC2012/TP12007 (Matrix) Weight:50 lb FT=0%
LUMBER BRACING
TOP CHORD 2x6 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SPF 1650F 1.5E MiTek recommends that Stabilizers and required cross bracing
SLIDER Left 2x8 SPF 1950F 1.5E 2-10-13,Right 2x8 SPF 1950F 1.5E 2-10-13 be installed during truss erection,in accordance with Stabilizer
Installation guide-
I REACTIONS (lb/size) 1=1098/0-5-8 (min.0-1-12),5=1098/0-5-8 (min.0-1-12)
Max Hoa 1=52(LC 15)
Max UpliR1=57(LC 10),5=-57(LC 11)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-3=1434/89,3-5=-1430/89
BOT CHORD 1-6=28/1077,5-6=-28/1077
NOTES
1)Wind:ASCE 7-10;Vult=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)TCLL:ASCE 7-10;Pf=80.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1
I 3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5.
6)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard �1n....``""`
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August 6,2014
A WARNING-Vent y design parameters and READ 1.07ES ON IVIS AND INCLUDED M7IER REFERENCE PAGE MII.1473 rex 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.
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
fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI 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
If Southern Pine(SP)lumber is specified,the design values are those effective 06/01/2013 by ALSO