HomeMy WebLinkAbout06020094 Misc.
Job
Truss
IG
Stock Building Supply, Franklin IN 46131
ORGRSH57
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0-11-14
0-11-14
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LOADING (psf)
TeLL 20.0
TCDl 10.0
BeLL 0,0
I BWl 6.0
------1""""""
'I TOP CHORD 2 X 6 SYP NO.1
BOT CHORD 2 X 4 SYP NO.1
WEBS 2X45YPNo,1
I BRACING
TOP CHORD
Struduralwood sheathing directly applied or 3-11-8 ocpurlins,
lexcePlendverticalS
BOT CHORD
I Rigid ceiling directly applied or 10-0-0ocbracing
SPACING 2-0-0
Plates Increase 1.15
Lumber Increase 1.15
I Rep Stress Iner YES
1 Code IRC2003fTP12002 i
_______________J
I Truss Type
I
I_VAULTED
0,11-8
3 i1-8
I'
DreesIGriffin\A\DRGRSH57
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Job Reference 0 lional
6.200 s Jul13 2005 MiTek Industries, Ine Wed Jun 2810:59:28 2006 Page 1
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3-11-8
2-11-10
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0.01
-0.01
0.00
(Ioc)
8-D
8-D
D
Ildeft
>999
>999
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3x4MT20;:;:
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GRIP
244/190
CSI IOEFL
Te 0.06 Vert{LLl
Be 0,05 - Vert(TL)
\tVB 0,00 '-lorz(Tl)
(Matrix)
2x4 MT20 II
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Scale ~ 1;109
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1
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~I:;
10
1-08x3.08 POCKET
D
2x4MT20II
Ud
240
180
"I,
PLATES
MT20
Weighl:171b
_7_\lf,th(lr>e~l:Iti"e.re<lrlionssh[lI':_'LOfl,thp.':Ma)C,Uplift::'lineof,thp.__
"REACTIONS" section 01 this drawing are for load Cases 3, 4, 5
.6,7,8, or 9 then they are Ihe result of wind load cases and the
"Provide mecl1anical connec'lion . ." to" . withstand XXX Ib
uplift. "note in the "NOTES" section of this drawing may be
disregarded wIlere a check of Ihe building code roof tie..{Jown
seclion does notresuU inthe requirement of roof ties.
8) All continuous lateral brace" must be restrained to prevent
lateral movement 01 the brace if all braced members buckle in
the same direction. See BC81-1 Building Component Safety
Information and building de';i[lnerrequirements.
i REACTIONS (Ib/size)
IA
ID
I M" Ho~
~aXUPlift =
A ~
10
1
I FORCES (Ib) - Maximum CompressionfMaximum Tension
TOP CHORD
A-S "89fO
CoD = -971101
BOT CHORD
B.D = -35f46
I NOTES (7-8)
1) Wind: ASCE 7-02; 90mph; h=25ft; TCDL::6.0psf; BCDL=3.6psf;
I Category II; Exp C; enclosed; MWFRS gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ,Lumber
I DOL=1.60 plate grip DOL=1.60. This truss is designed for C-C for
members and forces, and for MWFRS for reactions specified
2) This truss has been designed for a 10.0 ps, 1 bottom chord live
load nonconcurrentWllh any other live loads
13) sea,ring aljoin, t(s} A. 0 co, nsiders parallel to grain value using
ANSIITPI 1 angle to grain formula. Building deSigner should verify
capaClly ofbeanng surface
14} Provide meehani,cal connection (by others) of truss to beari,"'
plateatjolnt(s) D. ,
15) PWV1de mechanical connection (by others) of truss 10 beanng
I plale capable 01 withstanding 23 Ib uplift at joint Aand 591b uplift at
I joint 0
6) This truss is designed in accordance with the 20031nlernational
: ReSidential Code secllons R502,11. 1 and R802.10.2 and referenced
I_~rn'"".
136/0-3-8
13010-1-8
77(load case 6)
-23(loadcase6)
-59(loadcase 6)
8-0
:: -68/5
LOAD CA$E($)
Standard
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