HomeMy WebLinkAboutB14-0153_3.12_1421429160.pdf 40.1 F
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Job Truss Truss Type Qty Ply • 0
ML07779 M3 MONOPITCH 4 44 111
Overholt Truss, Delta.Co 81416
ID:rfg9zunVny8Pc 71:14
4
-2-0-0 6-2-12 I
2-0-0 6-2-12 rri
3.00 1 . gqf ICCO3 VP2
3x5
4 01/16/15
5x5= O.
5x5% 3
t 10
1011
20111 ell '
WIi -
'-- 0
o9I2
7 6
4x12 II 2x4 II 4x8=
I 8-2-12 I 12--8 I
8-2-12 6-2-12
Plate Offsets(X,Y): 12:0-9-9,Eddel,f5:Edae,0-2-121,16:Edde,0-1-121
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 80.0 Plates Increase 1.00 TC 0.62 Vert(LL) -0.08 7 >999 240 MT20 197/144
(Roof Snow 80.0) Lumber Increase 1.00 BC 0.56 Vert(TL) -0.11 2-7 >999 180 MT18HS 197/144
TCDL 15.0 Rep Stress Ina YES WB 0.92 Horz(TL) 0.04 9 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 (Matrix) Weight:66 lb FT=0%
BCDL 10.0 _
LUMBER BRACING
TOP CHORD 2x6 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 5-9-1 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.
OTHERS 2x4 SPF 1650F 1.5E M7ek recommends that Stabilizers and required cross bracing
SLIDER Left 2x8 SPF 1950F 1.5E 3-3-2 be installed during truss erection,in accordance with Stabilizer
Installation guide,
REACTIONS (lb/size) 2=1723/0-5-8 (min.0-3-1),9=1192/0-1-8 (min.0-1-8)
Max Horz 2=140(LC 10)
Max Uplift2=-174(LC 6),9=-119(LC 10)
Max Gray 2=1953(LC 17),9=1487(LC 17)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-4=-2568/109,4-5=-457/0,6-8=42/856,5-8=-42/856
BOT CHORD 2-7=180/2117,6-7=180/2117
WEBS 4-6=-1996/183
NOTES
1)Wind:ASCE 7-10;Vuf=115mph(3-second gust)V(IRC2012)=91 mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat.11;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 psi(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 psi on overhangs
non-concurrent with other live loads. _`���\\\��
5)All plates are MT20 plates unless otherwise indicated. O P p 0 L!L
6)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 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 •.••'••H•••• S�Il
of bearing surface. j C.G�e•� P' Fig •.. O (/
8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. I � / 2-7-Z-.1,
�,
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=174, y t
9=119. /, •s . 0;
10)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced i• • ' �• • •6 m
standard ANSI/TPI 1. 4 -0 t.2 N;
LOAD CASE(S) Standard ,I�l�Q�C:AN•• ,•
••\:�4C,�'i/
August 6,2014
4 f
A WARNING-Verify design parame tars and READ N7 TES ON THIS AND IM2t/DED MI7EK REFERENCE PAGE MII-1473 talc 1/29/2014 BEFORE US£
Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. 1
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 Qualify Criteria,DSB-89 and BCSI Building Component 7777 GiiiiiveAir.e.Line aura 1OB
Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312.Alexandria,VA 22314. citrus FIYpIU.CA,96810
H Southern Pine(SPI lumber is specified,the design values are those effective 06/01/2013 by ALSC