HomeMy WebLinkAboutB14-0153_3.2_1421429100.pdf 40,1 F pal
,Job Truss Truss Type Qty Ply s e•
ML07779 G2 Common Supported Gable 1 4i 111
Overholt Truss, Delta.Co 81416 Li '611r- ‘r IINIPII rel
ID:rfg9ZcmVny8Pq
-1-8-11 5-2-12 I r
1-8-11 5-2-12114 rri
.01
5x5= PIO
3
5.00 12 2x4 �y
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co.
I 01/16/15
9
1 O 7' I!
8 7 6
3x4% 2x4 II 2x4 II 2x4 I 3x4
I 10-5-8 I
10-5-8
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP
TCLL 80.0 Plates Increase 1.00 TO 0.19 Vert(LL) n/a - n/a 999 MT20 197/144
(Roof Snow=80.0) Lumber Increase 1.00 BC 0.10 Vert(TL) n/a - n/a 999
TCDL 15.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 5 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 (Matrix) Weight:37 lb FT=0%
BCDL 10.0
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 6-0-0 oc bracing.
OTHERS 2x4 SPF 1650F 1.5E
REACTIONS All bearings 10-5-8.
(Ib)- Max Horz 1=-37(LC 11)
Max Uplift All uplift 100 lb or less at joint(s)1,5,8,6 except 7=-160(LC 1)
Max Gray All reactions 250 lb or less at joint(s)7 except 1=336(LC 16),5=336(LC 17),8=932(LC 16),6=932(LC
17)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
WEBS 2-8=-812/119,4-6=-812/118
NOTES
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91mph;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)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
3)TOLL:ASCE 7-10;Pf=80.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1
4)Unbalanced snow loads have been considered for this design.
5)Gable requires continuous bottom chord bearing.
6)Gable studs spaced at 1-4-0 oc.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5,8,6 except ```"`\`\
t=1b 7=160.
9)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced =oc poo Lice II
standard ANSI/TPI 1. . •.••••• rS
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LOAD CASE(S) Standard • V •Co 92�O 1io 1
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1k,NONAl.
August 6,2014
► ►
A WARNIAG-Verify design parameters and READ MESON THIS MX INCLUDED PEEK REFERENCEPAGE MII.7473 tem 1/29/2014 BEEOREUSE _
Design valid for use only with M1ek 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
M Southern Pine 01 lumber Is specified the design values are those effective 06/01/2013 by ALSC