HomeMy WebLinkAboutB14-0153_3.28_1421429100.pdf ic•Adile
Jab Truss Truss Type Qty Ply s •
ML07779 T9 Common 3 111I
Overholt Truss, Delta.Co 81416
ID:rfg9ZcmVny6F
4-35 9-3-3 I 13-9-0 18-2-13
4-9.5 4-5-13 4-5-13 4-5-13 114 rill
apid
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5x8=
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5.00 12 3x4
4
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2x4 \\ 13
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5x12 % ��
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12 10
7x10 II 3x4= 11 3x4 = 7x10 II
6x8=
7-0-4 I 13-9-D I 20-5-12 I 27-6-0 I
7-0-4 6-8-12 6-8-12 7-0-4
Plate Offsets(X,Y): 11:0-3-8,Edael 19:0-8-1,Edgel,111:0-4-0,0-3-41
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP
TCLL 80.0 Plates Increase 1.00 TC 0.82 Vert(LL) -0.23 10-11 >999 240 MT20 197/144
(Roof Snow=80.0) Lumber Increase 1.00 BC 0.90 Vert(TL) -0.38 10-11 >874 180
TCDL 15.0 Rep Stress Incr YES WB 0,74 Horz(TL) 0.19 9 n/a n/a
BCLL 0.0 Code IRC20121TP12007 (Matrix) Weight:137 lb FT=0%
BCDL 10.0
LUMBER BRACING
TOP CHORD 2x6 SPF 1650F 1,5E TOP CHORD Structural wood sheathing directly applied or 2-2-0 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 2-7-14,Right 2x8 SPF 1950F 1.5E 2-7-14 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=2888/0-5-4 (min.0-4-8),9=2888/0-5-8 (min.0-4-8)
Max Horz 1=115(LC 10)
Max Upliftl=-157(LC 10),9=-157(LC 11)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-3=-4885/279,3-4=-4389/261,4-5=-3545/224,5-6=-3545/224,6-7=-4388/262,
7-9=-4885/280
BOT CHORD 1-12=-280/4006,11-12=-196/3899,10-11=-88/3899,9-10=-166/4006
WEBS 5-11=-70/1765,6-11=-1519/182,4-11=-1519/181
NOTES
1) %nd: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
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)except(jt=lb)1=157,
9=157. '`�".�•NNNN
6)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standardANSI/TPI1. =r\N-• LICF�1l11
LOAD CASE(S) Standard j VO�a•�'J rx. HFr4•.•`rF01111
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August 6,2014
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0 WARNTMC-Verify design parameters and REM NOTES ON TIIISAND INCLUDED NIIEKREFERENCE PAGE NII-7413 res 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 responsibility of the M iTe k'
erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding
`abricaaanon,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,018-89 and SCSI ButdIng Component , 7777 Greenback Lane,Suite 109
Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Cftrus Heights,CA,95610
H Southern Pine(SP(lumber is specified the design values are those affective 06/01/2013 by ALSC