truss specs - 3 _ l
Job Truss Truss Type QtY Ply Stock Trusses
14040600E 2452-1T COMMON 1 1
Job Reference(optional)
Universal Forest Products,5631 S.NC 62.Burlington,NC 7.640 s Apr 22 2016 MiTek Industries,Inc.Thu Oct 20 09:33:47 2016 Page 1
ID:5R?ASHPnHx?ra118R8N5xCzUNhR-ZomW i6gQxVin563pWpyAzTAgVvXd_Wf4?Yhez4yRa7
1-0-0, 6-3-14 12-0-0 17-8-2 24-0-0 _ 25-0-0
11-0-0' 6-3-14 I 5-8-2 l- 5-8-2 -I 6-3-14 11-0-0 I
Scale=1:41.
C--ram r K' 4x4=
5.00 t2
1.5x3 • 1.5x3//
3 5
i
1
2 6
it 81 t 7I_
10 9 8
300= 4x4= 3x4= 4x4= 3x10
8.5.5 15.6-11 24-0-0
I 8-5-5 f 7-1-5 l 8-5-5
Plate Offsets(X,Y)-f2:0-10-0,0-0-6),[6:0-10-0,0-0-6]
SPACING-:2-0-0 SPACING-:1-4-0 SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/deft Ud PLATES GRIP
LOADING(psf) LOADING(psf) Plate Grip DOL 1.15 TC 0.64 Ven(LL) -0.18 6-8 >999 240 MTZO 197/144
TCLL 46.2 TCLL 69.3 Lumber DOL 1.15 BC 0.94 Vert(CT) -0.39 6-8 >735 180
(Ground Snow=60.0) (Ground Snow=90.0)0.0.0 ' Rep Stress Incr YES WB 0.25 Hoiz(CT) 0.10 6 n/a ri(a
BCLL 0.0 ' BCLL 0
TCDL 10.0 TCDL 1 Code IRC2015/TPI2014 (Matrix) Wird(LL) 0.06 8-10 >999 360 Weight 81 lb BCDL 10.0 BCDL 15.0 FT=4070
LUMBER- BRACING-
TOP CHORD 2x4 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc pud'ms.
BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing.
WEBS 2x4 SPF No.2
REACTIONS. (lb/size) 2=1698/0-3-8(min.0-2-11),6=1698/0-3-8(min.0-2-11)
Max Hom2=-56(LC 17)
Max Upift2=-159(LC 12),6=-159(LC 13)
FORCES. (lb)-Max.Comp/Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3152/758,3-4=-2691/681,4-5=-2691/681,5-6=-3152/758
BOT CHORD 2-10=-611/2816,9.10=289/1829,8-9=-289/1829,6-8=-611/2816
WEBS 3-10=-873/305,4-10=-216/1018,4-8=-216/1018,5 8=873/305
NOTES-
1)Wind:ASCE 7-10:Vult=115mph(3-second gust)Vasd=9lmph @24in o.c.;TCDL=3.3psf:BCDL=3.3psf;(Alt.141mph @16in o.c.:TCDL=5.0psf;
BCDL=5.Opsf):h=24fC Cat.II;Exp C:enclosed:MWFRS(envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces
&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL:ASCE 7-10:Pg=60.0 psi(ground snow):Pf=462 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 2.00 times flat roof load of 46.2 psf on overhangs non-concurrent with other live
loads.
5)This truss has been designed for a 10.0 psf bottom chord live load rwnconcurrent with any other live loads.
6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of wilhstarxfing 100 lb uplift at joint(s)except(jt=lb)2=159,6=159.
8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
9)"Pin all pitchbreaks"Member end fixity model was used in the analysis and design of this truss.
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