HomeMy WebLinkAboutB14-0153_3.4_1421429100.pdf 4414 OF p
Job Truss Truss Type Qty [Ply � �
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ML07779 G4 COMMON SUPPORTED GAB 1
Overholt Truss, Delta.Co 81416
ID:rfg9ZcmVny8Pgl Z id
I 7-7-12 1
7-7-12114 rigi
Mit
5x5=
93. 67
7
5.00 12 8
6 lo) 1:31*
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3 P 01/16/15 •
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2 0 E 0 9 El- El 90 0 9 0 0
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26 25 24 23 22 21 20 19 18 17 18 15 14
15-3-8 1
15-3-8
Plate Offsets(KY): 113:0-0-0,0-0-01
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP
TCLL 80.0 Plates Increase 1.00 TC 0.06 Vert(LL) n/a - n/a 999 MT20 197/144
(Roof Snow=80.0) Lumber Increase 1.00 BC 0.06 Vert(TL) n/a - n/a 999
TCDL 15.0 Rep Stress Inv' YES WB 0.09 Horz(TL) -0.00 14 n/a n/a
BCLL 0.0 Code IRC2012/TP12007 (Matrix) Weight:97 lb FT=0%
BCDL 10.0
LUMBER BRACING
TOP CHORD 2x6 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 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 1650E 1.5E ! MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 15-3-8.
(Ib)- Max Horz 26=-81(LC 6)
Max Uplift All uplift 100 lb or less at joint(s)26,14,21,22.23,24,25,19,18,
17,16,15
Max Gray All reactions 250 lb or less at joint(s)26,14,25,15 except 20=271(LC 1),
21=337(LC 16),22=347(LC 16),23=340(LC 16),24=320(LC 16),19=337(LC 17),
18=347(LC 17),17=340(LC 17),16=320(LC 17)
FORCES (Ib)-Max.Comp./Max.Ten,-All forces 250(Ib)or less except when shown.
WEBS 6-21=-310/30,5-22=-320/51,4-23=-314/49,3-24=-292/52,8-19=-310/30,9-18=-320/51,
10-17=-314/49,11-16=-292/53
NOTES
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;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)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. _`�����,\�
3)TCLL:ASCE 7-10;Pf=80.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 O�Pp 0 ��CNN%
4)Unbalanced snow loads have been considered for this design. 11
5)All plates are 2x4 MT20 unless otherwise indicated. ••�u .••...H••••.c$'�.
6)Gable requires continuous bottom chord bearing. G 5 P' R2•. O%
7)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). // .•.0 fI
8)Gable studs spaced at 1-4-0 oc, / / 2
9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �7 p
•
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)26,14,21,22,23, • �• 66�•
24,25,19,18,17,16,15. •
11)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced �// • •4(/.11
standard ANSI/TPI 1. 1 Q '•• •: i
•. •• G��
LOAD CASE(S) Standard 11�,\`\O"`��=�
August 6,2014
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0 NARN!AG-Verify design panmekrs and READ MESON THIS AND MIMED PROEK REFEREMI PAGE MII-7473 rem 1/29/2011 BEFOREUSE
Design valid for use ony 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 ,-,,,vR•
is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the
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/TPll Quality Criteria,DSR-89 and BCSi 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
N Southern Pine{SPF lumber is specified the design values are those effective 06/01/2013 by AlSC