HomeMy WebLinkAboutB14-0153_3.23_1421429100.pdf Job Truss Truss Type Qty Ply • �•
ML07779 T4 Roof Special 1111
Overholt Truss, Delta.Co 81416
ID:rfg9ZcmVny8Pc
2-8-12 5-2-0 8-2-11 11-3-6 I 15-5-1515
2-8-12 2-5-4 3-0-11 3-0-11 4-3-9 it ■e f
.01
5x6= OP
liallillticS7
6
5.00 12 364 i ,•s, vil
5
2x6 II o
14
4 01/16/15 •
3x5III
3 r "Ift
5x8
2 � 10
1 Ai�- 6x10= l,-
N 1I '-wi r
O I. —� • Ib
OIMAII =11
PX.-11 13 124x15 = 3.00 12 5x10 MT18HS
4x12 II
3x8 = 3x5 II
1 2-8-12 1 5-2-0 1 12-5-4 I 20-2-0 1
2-8-12 2-5-4 7-3-4 7-8-12
Plate Offsets(X,Y): 11:0-3-8,Edael f9:0-3-0,Edoel,113:0-3-8,0-1-81
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 80.0 Plates Increase 1.00 TC 0.57 Vert(LL) -0.21 10-11 >999 240 MT20 197/144
(Roof Snow=80.0) Lumber Increase 1.00 BC 0.79 Vert(TL) -0.35 10-11 >681 180 MT18HS 197/144
TCDL 15.0 Rep Stress!nor YES WB 0.51 Horz(TL) 0.21 9 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 (Matrix) Weight:102 lb FT=0%
BCDL 10.0
LUMBER BRACING
TOP CHORD 2x6 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 4-1-8 oc purlins, except
BOT CHORD 2x4 SPF 1650F 1.5E end verticals.
WEBS 2x4 SPF 1650E 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:12-13.
WEBS 1 Row at midpt 7-9
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=2102/0-5-8 (min.0-3-5),9=2102/0-5-8 (min.0-3-2)
Max Horz 1=112(LC 10)
Max Uplift l=-121(LC 10).9=-104(LC 11)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-3=3099/178,3-4=-3597/225,4-5=-3820/277,5-6=-3271/160,6-7=-4062/188,
7-8=-536/18,8-9=-603/53
BOT CHORD 1-13=-203/2365,12-13=-93/364,4-11=-819/106,10-11=-213/3544,9-10=-185/3361
WEBS 3-13=-523/62,11-13=-113/2050,3-11=-19/1127,5.10=-857/155,6-10=-55/1958,
7-10=-15/746,7-9=-3667/224
NOTES
1)Wind:ASCE 7-10;VuIt=115mph(3-second gust)V(IRC2012)=91mph;TCDL=6.Opsf;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 `..,,N.N.�••.
3)Unbalanced snow loads have been considered for this design. ?_ 1../CeN%
4)All plates are MT20 plates unless otherwise indicated. = �PD 0 jjjIl i
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. \>..)..••••... . s ,
6)Bearing at joint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity j VOA•• P. Heo,•• FeI
of bearing surface. / •O 'T/r..,-
7)PPr'viidde mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=121, j Y�
/, ••
8)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced �� • • •6 • or
standard ANSI/TPI 1. •
#, -0 • . �%
LOAD CASE(S) Standard vi le••• •'<�i
August 6,2014
I r
A WARMS-Vetit y design parameten and READ 101ESON 711ISAM 1140.110ED MIIEK REFERENT PAGE 1411.7473 reg 1/29/2014 BEFOREI&E my.
Design valid for use only with MTek 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
Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 22314. Citrus Heights,CA,95610
ifSouthern Pine(5P)lumber is specified,the design values are those effective 06/01/2013 by ALSC