HomeMy WebLinkAbout13050007 Truss Plans I Job' Truss Truss Type City 'Ply DEETHORTON
OTREC0304542 XS1DE GABLE 1 1
Job Reference(optional) 1
Midwest Manufacturing,HOLIDAY CITY,OH Run:7.400 s Dec 26 2012.Print 7400 a Dec 26 2012 MiTek Industries,Inc. Mon Apr 01 1322:49 2011 Page 1
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Scale-1.20.6.
5x6-
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31 re
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3310
0-0-0 7-0-0 7-0 0 ]0-0 14.0-0,•
LOADING(psi) - —T
LOADNG) 20.0 SPACING 2-0-0 CSI r DEFL in hoc) I/dell Ud PLATES GRIP
Snow roof)g)20.8/30.0 Plates Increase 1.15 TC 0.56 Vert(LL) •-0.11 1-4 >999 240 I MT20 197/144
Snow Lumberdribrease 1.15 BC 0.59 Vert(TL) -0.21 1-4 >780 180 I
BCLL OE
TCDL .
• Rep Stress•Incr YES - WB 0.18 Horz(TL) 0.02 3 n/a n/a
CodeIRC2003ITP12002 (Matrix) Weight:35 lb F1-0%
BCDL 10.0 1-_..
j LUMBER BRACING
I TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-3 oc purlins.
I ROT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oe bracing.
'WEBS 2x3 SPF Stud MiTek recommends that Stabilizers and required cross bracing
be installed during truth erection,in accordance with Stabilizer
Installation guide.
REACTIONS (119/size) 1=518/0-3-8 (min.0-1-8),3=518/0-3-8 (min.0-1-8)
Max Hors 1=26(LC 9)
Max Upliftl= -53(LC.9),3-=53(LC 10) ,
Max Gray 1=589(LC 3),9=589(LC 4)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-904/200,23=-904/200
1 BOT CHORD '1-4_127/780,S-4-127/780
WEBS 2-4=0/319
JOINT STRESS INDEX '
1 =0.00,2.=0.00,3=0.00 and 4=0.00
NOTES (12)
1)Unbalanced roof live loads have been considered for this design.
' 2)Wind:ASCE.7-02;90mph;TCDL=4.2psf;BCDL=6,0psf;h=25ft;Cat.II;Exp 8;enclosed;MWFRS(low-rise)gable end zone and C-C
I Exterior(2)zone;cantilever left and right exposed end vertical left and right exposed;C it for members and forces&MWFRS for
reactions shown;Lumber DOL 1 60 plate grip DOL 1..60
I 3) Truss designed for wind loads in the plane of the truss only For studs exposed to wind(normal to the face),.see Standard Industry
I Gable End Details es applicable or consult qualified building designer as per ANSI/TPI 1:
4)'1-CLL ASCE 7 02 Pr=20.0 pst(roof live load'Lumber DOL=1 15 Plate'DOL 1 15) P •=30.0 psf(ground snow);Ps=20,8 psf(roof
snow Lumber DOL 1,15 Plate DOL 1 15)(Category,ll;Exp B,Fully Exp:;C1=1.1
5)Roof design snow load has been redude'd.to account for slope.
6)Unbalanced snow loads have been considered for this design.
7)Gable studs-spaced at 2.0-0 op.
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any.other live loads.
9)'This truss has been designed for a live load'of.20.0psf on the bottom chord in all areaswhere'a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
10)Provide mechanical connection(byothers)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1,3.
11)This truss is designed in accordance with the 2003-International Residential Code sections R502.11.1'and R802.10.2 and
referenced standard AN SI/TPI 1.
LOAD CASE(S) Standard