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Job Truss Truss Type Qty
WF * •
ML07779 M7 Monopitch 8 444 11110111
Overholt Truss, Delta.Co 81416
ID:rfg9ZcmVny81
I -2-0-0 I 5-3-4 I 10-3-0 I 15-2-12 id
2-0-0 5-3-4 4-11-12 4-11-12 rig
.01
00
4x6=
3x5= 6
t! 01/16/15 •
5
`A 3x4 18
`b 4
5x12
3 r J
1
1E 15
2 - 1 0
c1 d
El Iil .
7x111 13 12 11 10 9
2x4 II 3x4= 5x10 M18SHS WB = 5x6
7x10 =
I 5-3-4 I 10-3-0 1 15-2-12 20-6-0 1
5-3-4 4-11-12 4-11-12 5-3-4
Plate Offsets(X,Y): 12:0-8-1,0-0-131,18:0-4-0.0-4-01,f9:Edae,0-3-81
LOADING(psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl L/d PLATES GRIP
TCLL 80.0 Plates Increase 1.00 TC 0.75 Vert(LL) -0.22 12-13 >999 240 MT20 197/144
(Roof Snow=80.0) Lumber Increase 1.00 BC 0.81 Vert(TL) -0.31 12-13 >780 180 M18SHS 197/144
TCDL 15.0 Rep Stress Ina YES WB 0.93 Horz(TL) 0.14 15 n/a n/a
BCLL 0.0 Code IRC2012/TP12007 (Matrix) Weight:115 lb FT=0%
BCDL 10.0
LUMBER BRACING
TOP CHORD 2x6 SPF 1650F 1.5E'Except' TOP CHORD Structural wood sheathing directly applied or 2-9-9 oc purlins, except
1-6:2x6 SPF 2100F 1.8E end verticals.
BOT CHORD 2x4 SPF 1650F 1.5E*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
2-11:2x4 SPF 2100F 1.8E I MITek recommends that Stabilizers and required cross bracing
WEBS 2x4 SPF 1650F 1.5E be installed during truss erection,in accordance with Stabilizer
OTHERS 2x6 SPF 1650F 1.5E
SLIDER Left 2x8 SPF 1950F 1.5E 2-8-14 Installation guide.
REACTIONS (lb/size) 2=2538/0-5-8 (min.0-3-10),15=2031/0-5-8 (min.0-1-8)
Max Horz 2=192(LC 10)
Max Uplift2=-230(LC 6),15=-194(LC 10)
Max Gray 2=2832(LC 17),15=2605(LC 17)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-4=-4886/253,4-5=-4348/221,5-7=-2532/118,7-8=-2526/169
BOT CHORD 2-13=-372/4340,12-13=-372/4340,10-12=-300/4159
WEBS 4-12=-359/78,5-12=0/269,5-10=-2244/185,7-10=-1253/155,8-10=-251/3269
NOTES
1)Wnd'.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)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 20.0 psf or 1.00 times flat roof load of 80.0 psf on overhangs ..??.?,N0 1.. F\�1
non-concurrent with other live loads. v
5)All plates are MT20 plates unless otherwise indicated. •.•••••.•
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i O . P.- HF•••F 11
7)Bearing at joint(s)15 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity j V•OGJ R2; 1/
of bearing surface. / �Z: p
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=230, r • 0
15=194. / . •-• 6766 m.•
9)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced // ..L N; %
standard ANSI/TPI 1. /! . :�-
LOAD CASE(S) Standard �• �e s••. •..••• 4<'
August 6,2014
4 p
A WARNING-Verify design parameters and READ PINES ON IBIS AND U►1ZtDED MITER REFERENCE PAGE NII-I473 rem 1/19/101.1BEFORE USE mit
Design valid for use only with MiTek 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/T911 Qualify°fleda,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
If Southern Pine ISP)lumber is specifred,the design values are those effective 06/01/2013 by RISC