HomeMy WebLinkAboutB14-0153_3.30_1421429100.pdf 40,1 F pA
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Job Truss Truss Type Qty Ply • •
ML07779 T11 COMMON 3 4411 11111tc I 11
Overholt Truss, Delta.Co 81416 kJ fel
ID:rfg9ZcmVnyh
-3-0-0 I 7-7-12
3-0-0 7-7-12 114 In/
Mit
7x14 MT18HS :1 ssill°
3 411*"
5.00 12 IEll 9)Icco) li
�I v''
9x14 MT18HS.--1- 8
01/16/15 •
2
0
100
c'''
A
11
Writ _.
7 6 5
5x10 MT18HS II 3x10= 3x5 =
I 7-7-12 I 15-3-8
7-7-12 7-7-12
Plate Offsets(X,Y): 12:0-2-12,0-2-81,f4:Edoe,0-3-01
LOADING(psf) i SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP
TOLL 80.0 Plates Increase 1.00 TC 0.75 Vert(LL) -0.05 6-7 >999 240 MT20 197/144
(Roof Snow=80.0) Lumber Increase 1.00 BC 0.28 Vert(TL) -0.13 6-7 >999 180 MT18HS 197/144
TCDL 15.0 Rep Stress Incr YES WB 0,28 Horz(TL) 0.00 5 n/a n/a
BOLL 0.0 Code IRC20121TPI2007 (Matrix) Weight:86 lb FT=0%
BCDL 10.0
LUMBER BRACING
TOP CHORD 2x6 SPF 2100F 1.8E 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*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
2-7:2x4 SPF 2100F 1.8E,4-5:2x6 SPF 1650F 1.5E I MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection.in accordance with Stabilizer
Installation guide. i
REACTIONS (lb/size) 7=2247/0-5-8 (min.0-3-8),5=1500/0-5-8 (min.0-2-8)
Max Horz 7=143(LC 7)
Max Uplift7=-161(LC 10),5=-88(LC 11)
Max Gray 7=2247(LC 1),5=1599(LC 18)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-1370/110,3-4=-1348/107,2-7=-2172/202,4-5=-1518/130
BOT CHORD 5-6=-44/327
WEBS 3-6=-601/101,2.6=-16/1064,4-6=-31/841
NOTES
1)wnd: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)TOLL: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 greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 80.0 psf on overhangs
non-concurrent with other live loads. _`���NANN.
5)All plates are MT20 plates unless otherwise indicated. =O p�0 LiceN\1>)
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) �, ••••••H••• rr�(�
7=161. i Vim..co P Fq••%4 td
8)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced 1 O ti /
standard ANSI/TPI 1. % v y1-;
LOAD CASE(S) Standard % ' ' •766 m•
.' N. ♦
't',k ONAI.EN
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August 6,2014
1 1
A WARNING-Verify design parameters and READ AO7ESONTHIS AND INCLUDED MITERREFERENCEPAGEMA-7473 rem 1/29/2011REFOREUSE ��,
Design valid for use only with Mitek connectors.This design b 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 ;�
ek•
erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTele
fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Crlteda,D55-89 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
N Southern Pine(SP}lumber is specified.the design values are those effective 06/01/2013 by ALSO