HomeMy WebLinkAboutB14-0153_3.14_1421429160.pdf 40.1 F
Job Truss Truss Type Qty Ply • e•
ML07779 M5 Monopilch 4 li
Overholt Truss, Delta.Co 81416
ID:rfg9ZcmVnysP
-1-8-0 I 6-6-8 I 13b r
1-6-0 6-6-8 6-6- ■e f
NMI
500 12 #�
2x4 II
3 01/16/15 •
N 10
ii
rb /
,iiiiiiii
5x8%
it
2
40
,1
II 3x4 = m�
- r Sr 9 1-'
iid
�� 6 5
7
3x5= 5x10= 3x5 II
I 6-6-8 I 13-1-0 I
6-6-8 6-6-8
Plate Offsets(X,Y): 14:0-6-4.0-4-01
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Lid PLATES GRIP
TCLL 80.0 Plates Increase 1.00 TC 0.43 Vert(LL) -0.05 6 >999 240 MT20 197/144
(Roof Snow=80.0) Lumber Increase 1.00 BC 0.24 Vert(TL) -0.08 5-6 >999 180 M18SHS 197/144
BCLTCDL L 10.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.01 9 n/a n/a I
BCDL 10.0 Code IRC2012/TPI2007 (Matrix) i Weight;79 lb FT=0%
LUMBER BRACING
TOP CHORD 2x6 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied or 5-11-7 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.
2-7:2x6 SPF 1650F 1.5E MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 SPF 1650F 1.5E be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 7=1712/0-5-8 (min.0-2-15),9=1241/0-1-8 (min.0-1-8)
Max Horz 7=215(LC 10)
Max Uplift7=-89(LC 10).9=-161(LC 10)
Max Gray 7=1891(LC 17),9=1594(LC 17)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-1920/37,3-4=-2023/161,2-7=-1814/126
BOT CHORD 6-7=-219/365
WEBS 3-6=-1586/249,4-6=-243/2024,2-6=0/1217
NOTES
1)Wnd:ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91mph;TCDL�.Opsf;BCDL=6.Opsf;h=25ft;Cat.li;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)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. `.....NNANN.
5)All plates are MT20 plates unless otherwise indicated. =0 Pp 0 LIG'`1.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. t� F
7)Bearing at joint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity a \., •..•..••••..• n
of bearing surface. j V ;• P. HFR •.Fp�f
8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. of •rs '1/ it
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7 except(jt=lb) j �Z.
9=161. /. .a . 6p• /
10)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced i6 •
: e e
standard ANSI/TPI 1. . -O
LOAD CASE(S) Standard ‘0 1QT% .: ��j
•.........:\ -
August 6,2014
I t
A WARNING-Verify design parametars and READ?1J TFSON THIS AM)(KIDDED 19I7fx REFERENCE PAGE MTh 1473 MB 1/19/2011 WORE USE ml.
Design valid for use only with tuLTek connectors.This design is based only upon parameters shown,and Ls for an individual building component.
Applicability of design parameters and proper incorporation of component a 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/T911 Quality Crtteda,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. Cerus Heights,CA,95610
N Southern Pine ISPI lumber is specified,the design values are those effective 06/01/2013 by ALSC