HomeMy WebLinkAboutB14-0153_Section 1.6_1421429100.pdf 40.1 F
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Job Truss Truss Type Qty Ply s 0
ML08712 J2 Jack-Open 2 11/41 111
Overholt Truss, Delta.Co 81416 LA P- ‘r ir Nil" el
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-3-0-0 I aa�
3-0-0 ■•f
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i 1-11-11 I
1-11-11
LOADING(psf)
TCLL 80.0 SPACING- 2-0-0 CSI. DEFL. in (loo) I/deft Ud PLATES GRIP
(Roof Snow=80.0) Plates Increase 1.00 TC 0.73 Vert(LL) 0.01 4-5 >999 240 MT20 197/144
TCDL 15.0 Lumber Increase 1.00 BC 0.27 Vert(TL) 0.01 4-5 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.03 3 n/a n/a
BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:13 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x6 SPF 1650F 1,5E TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins,
BOT CHORD 2x4 SPF 1650F 1.5E except end verticals.
WEBS 2x6 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 5=1398/0-5-8 (min.0-2-3),4=-67/Mechanical,3=-343/Mechanical
Max Horz 5=93(LC 6)
Max Uplifts=-280(LC 4),4=-72(LC 10),3=-477(LC 10)
Max Gray 5=1398(LC 1),4=19(LC 4),3=78(LC 4)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-5=-1296/282
NOTES-
1)Wnd:ASCE 7-05;90mph;TCDL=6 Opsf;BCDL=6.0psf;h=25ft;Cat,II;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever
left and right exposed;end vertical left and right exposed;Lumber DOL=1.00 plate grip DOL=1.00
2)TOLL:ASCE 7-05;Pf=80.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1
3)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 80.0 psf on overhangs
non-concurrent with other live loads.
4)This truss has been designed for basic load combinations,which include cases with reductions for multiple concurrent 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.
LOAD CASE(S) Standard _`��10A,Nu
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January 6,2015
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A WARNIAG-Verify design parameters and READ NOTES ON MIS AND INCLUDED 1417E11 REFERENCE PAGE MII.1413 rev.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. NI
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/TPII Qualify Galeria,DSB-89 and SCSI Boning Component 7777 Greenback Lane,Suite 109
Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria.VA 22314. Citrus Heights,CA,95610
N Southern Pine ISPI lumber is specified,the design values are those effective 06/01/2013 by ALSC