HomeMy WebLinkAboutB14-0153_3.29_1421429100.pdf Vir 4/
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!Job Truss Truss Type Qty Ply ie•
ML07779 T10 Common 2 15
Overholt Truss, Delta.Co 81416
ID:rfg9ZcmVnySPc Zosititrez
3-11-10 I 7-7-12 1 13-10 id r
3-11-10 3-8-2 6-2-1
Mit
5x6= PIP
itga
5.00 12 3
/1
3x4vi''
tl cc'/�J
102 #aF
3x5 i. 01/16/15
1
w d
.5 v
��3x4 =
69 I8
6 5
7 3x6=
3x8= 3x4 I I
I 7-7-12 I 13-10-8
7-7-12 6-2-12
Plate Offsets(X,Y): (3:0-3-0.0-3-81,14:Edge,0-2-01
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl lJd PLATES GRIP
TOLL 80.0 Plates Increase 1.00 TC 0.43 Vert(LL) -0.06 6-7 >999 240 MT20 197/144
(Roof Snow=80.0) Lumber Increase 1.00 BC 0.31 Vert(TL) -0.14 6-7 >999 180 MT18HS 197/144
TCDL 15.0 Rep Stress Ince YES WB 0.52 Horz(TL) 0.02 9 n/a n/a
BOLL 0.0 Code IRC2012/TPI2007
BCDL 10.0 (Matrix) Weight:81 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, 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.
OTHERS 2x4 SPF 1650F 1.5E MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 7=1434/0-5-8 (min.0-2-4),9=1357/Mechanical
Max Horz 7=87(LC 7)
Max Uplift7=-72(LC 10),9=-68(LC 11)
FORCES (Ib)-Max.Comp,/Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=1038/96,3-4=-1130/83,1-7=-367/43
BOT CHORD 6-7=-91/841
WEBS 2-6=-172/284,3-6=-411/82,2-7=-1255/105,4-6=-39/767
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
3)Unbalanced snow loads have been considered for this design.
4)All plates are MT20 plates unless otherwise indicated.
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. `.�N11.101/4‘�
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,9. �i �\
8)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802 10.2 and referenced ��PD ��t✓�^'\\,,
standard ANSI/TPI 1. \, ••••••'••.•'v
LOAD CASE(S) Standard V:'Q R27•:O +/
1I 0'`, •••......•••G-
<(7
111 k, °Ng_-N-
August 6,20 14
I I
A WARNIAG-Verify design parameters and READ AWES ON MIS AND INCLUDED M17EK REFERENCE PAGE NII-7473 re61/2912014 BEFORE USE
Design valid for use only with Muck 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 Milk*.
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 BCSI 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