HomeMy WebLinkAboutB14-0153_3.24_1421429100.pdf 4041 F
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'Job Truss Truss Type Qty Ply
ML07779 T5 Roof Special 2
Overholt Truss, Delta.Co 81416 kJ el
ID:rfg9ZcmVny Z id
2-8-12 5-2-0 I 8-2-11 I 11-3-6 I 15-6-15
2-8-12 2-5-4 3-0-11 3-0-11 4-3-9 114 rigi
Mit
5x8 =
6 411*" 1111Far
ojlao)
5.00 12 3x4 i RS vy
5 7��i
di,.
2x6 II
3x5, 15 4 01/16/15
11
11..1
MIN,
3 r :: -
2 �� 11
1 5x8= d
sir _j!- ---,.............. 1,1,
'■ ..Ib IF
�� 12 1
�� 14 13 3.00 12 5x10 MT18HS=
4x12 II
3x8= 3x5 H
5x12=-
1
1 2-8-12 1 5-2-0 1 12-5-4 I 20-2-0 I
2-8-12 2-5-4 7-3-4 7-8-12
Plate Offsets(X,Y): 11:0-3-8,Edge1,[8:0-5-8,0-0-01,110:Edge,0-2-01,[11,0-3-12,0-3-01,114:0-1-12.0-1-81
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Lid PLATES GRIP
TCLL 80.0 Plates Increase 1.00 TC 0.72 Vert(LL) -0.19 11-12 >999 240 MT20 197/144
(Roof Snow=80.0) Lumber Increase 1.00 BC 0.77 Vert(TL) -0.33 11-12 >723 180 MT18HS 197/144
TCDL 15.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.20 10 n/a n/a
BCLL 0.0
BCDL 10.0 Code IRC2012/TP12007 (Matrix) Weight:108 lb FT=0%
LUMBER BRACING
TOP CHORD 2x6 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 4-2-1 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, Except:
SLIDER Left 2x8 SPF 1950F 1.5E 1-8-12 6-0-0 oc bracing:13-14.
WEBS 1 Row at midpt 7-10
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=2053/0.5-8 (min.0-3-6),10=2766/0-5-8 (min.0-4-2)
Max Horz 1=88(LC 10)
Max Uplift 1=-121(LC 10),10=-181(LC 11)
Max Gray 1=2132(LC 17),10=2766(LC 1)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-3=-3147/178,3.4=-3658/220,4-5=-3908/271,5-6=-3102/145,6-7=-3805/167,
8-10=-1246/149
BOT CHORD 1-14=-181/2405,13-14=-90/384,4-12=-912/105,11-12=-179/3493,10-11=-71/2920
WEBS 3-14=-529/57,12-14=-93/2069,3-12=-13/1147,5-11=-937/161,6-11=-39/1744,
7-11=0/884,7-10=-3537/153
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 '``����N��
2)TCLL:ASCE 7-10;Pf=80.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 =O P p O UL'``1�
3)Unbalanced snow loads have been considered for this design. e 1
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 , \s, ••.•••••••.•• s
non-concurrent with other live loads. j V� P• HF,94/..• �p 1..
I
5)All plates are MT20 plates unless otherwise indicated- or O� ,I7
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. % •( �Z• tA
7)Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity / ' ► •p• r
of bearing surface. "�766 : i
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=121,
10=181. fir, •• •kti
9)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced % O %. ••\�i
standard ANSI/TPI 1. !(I —- •••.e......•��\_i
LOAD CASE(S) Standard `11\���"`�N
August 6,2014
t __ t
A WARNING-Verify design parameters and READ AO7ES ON MIS AND MUDDED MI7EK REFERENCE PAGE NII-7413 ma I/29/20I4 BEFORE USE •
Design valid for use only with Wel(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
Safely 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 MSC