HomeMy WebLinkAboutTruss DrawingA=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
5PAGING NOTE
ALL TRU55E5 ARE TO BE 5ET
AT 2'-0: ON CENTER
EXCEPT A5 NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
® IF MULTIPLE PLY. AJj
M
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
30' Span or less
60 degrees
or less
f—I/2—► 1
g T Line span approx.
REFER TO BCSI
Truss must be set this way if crane used.
Truss is on example. your truss may not match.
nsist crane operator sets truss this way.
30' to 60' Span A
Spreader Bar
}fag t_Approx 2/3 tom
Line 1/2 of Span
REFER TO BCSI
iss must be set this way if crane used.
This is an example, truss may not match.
Insist crane operator sets truss this way.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
Q are installed.
AI II HANK=>1_1E=R NOTE
UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES
ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR
ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT
WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS.
CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR.
U REPRESENTS A BANGER
— — — _� — ---- — -Carrying Girder
For Truss to Truss
Connections see
hanger/connector *rNallsbe as
de tab;
schedule in engineering e nails.
package.
SEAT PLATES BY CHAMBERS
co
INDICATES LOAD BEARING WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-l"
ABOVE FINISHED FLOOR
12
4.00 F___
"
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-1"
TYPICAL END DETAIL
12
4.00 F__
12 2.00 8� -1—
n Y
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT V-1"
END DETAIL: A
A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR: A SPREADER BAR OF= 17' . 23' IN LENGTH
A Do not stand on trusses until they are braced perBCSI & piroperly nailed to straps &hangers
GARAGE LEFT
GARAGE RIC�HT
FABRICATION AGREEMENT
i,aisaFa CANNOT ®H lnARM wrra.7raa Aoip aw+� s
The Wilddewiptla+du,. ProPubatlan an tluessa wa M Mered IK - RETURNED
Train will be made in sblR twOh alit boa
lbaNsole aUalabfardeMmbinrwv.aaes._ __&""'^fillsonm
uchm eshmr'a»•InOa ianid�gee: a etd y dye
udl eelttsn rtoacs r harithsd txlnllbara Inns aMa In,s a.
> Malt od;paab tnnaa7sat u
es.-nn w
yar au
L Drvary It to Job me. it a an blyers'rosponsbl yto
not
"•• r Y�Y"Mr rwNIR R a101ea b ClWlfp a all/ dwpes en•mads h dimycut. ASaO per ha►fee Nr lerpbna ayy ps dwyd M Chambwa TnWa. .
7: lm-(a ■ PDRCH WE t RDHt to tXwMars,Tnm d rie awn
A! a rsuaria6N P>oa• broke Wa M tilde orl dreary aM Pdd MOYn temr d na'
o drsey. Imdae spil be made at aclndllled date d deMay r Wyer ewlot
Cray d irbrlaated tlwei 7be uldae�nad wosa m pal',Xrombaa,Tpaa re.oru6W
hs0.�aaea�tav dPanwdnatamehande.,-,rz%pernnnp7,e
a sgldue arhddar seryWtae on r°`1r aMe�Pa geemad to d imm buebt
lit, N axnldaraaon d c7lamMra nT= radar dlle atdlt is elr matMd iM ladsRlared
Wai •br.•n. n"0�^0feee ate„ mdL. ofelw r Indebaane.a orlea ml
laldsltbn00 ealeea b prybliftdrou Including rwUt
r+Mnad,or nlatx be made by an
10. Intthe inningd aril fae"ll orl oalran*tg 2" apsemad, an tams 1rNdw hereunderUK pwon wee are a» syle wen gorun ii adon we
,,. onkll tsrpanmarn are Par'N+aaatl StelldadAnd RNLtaanudadoledeanea on
Far Cartmdm Uglp Meted Prte Calrlecled WoodTnaaea
ISVfPYrIrrCA4-2aaT' •.4 ..
UUq Mpla ply trueses must be fliZiinela together per falwhleedng
.before they are set; failure to do so can rssultln roof topapge.
Temporary and Permanent bracing are required and can am -
'and property and is the risponalbI ft of the Uusa erector.
-Study the contents of the Infonnagan packet Included on de8very
before "UhM trrl"jee
Tkinamernudbeaetand, - Pibg9tbperenttjAy&*in ,
Trusses Onuat be set pkanb and square
DO not fiat bunks or stack Of Plywood, rooting rlra d d of arty
other cdrtw tratad loads on bases, tlds can cause cope
tu NOT SET TRUSSES USING THIS LAYOUT
-;-USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES
CHAMBERS TRU66 INC
3106 Oleander Avienue
Fort'Plerce; Florida 34982.6423
800-551.5932 -
Fort Pleme 772.485-M2 Fax 7724115 8711
Vero Beach M-589-2012 Stuart 712"286-= '
t's_or_Architecf's represeutativaes. ..
Shop drawing approval is NOT a '
"double check'• of the contractor.
The contractor shall remain responsible
for checking field rheaSatements and
other construction criteria.. Architect's
approval covers general roof shape,
review of truss strapping, and loading on
structure from gravity and uplift loads and
their re/ssAe�ctiivve�locations.
Approved By:
Date: Braden &Braden A.LA. P.A.
92.0/93.2 MITEK 4.2
DESIGN CRITERIA
—_
County
SAINT LUCIE
Building Department
SAINT LUCIE COUNTY
Wind Design Criteria
ASCE 7-2014
Wind Design Method
Main Wind Force Resisting
'o In
Roofing Material
Shingle or Shake
m
Loading in PSF
Roof R.D.L.
Top Chord Live
20
s
Top Chord Dead
7 4.2
tvl
I
Bottom Chord Live
10 Non -Concurrent
c —
c —
Bottom Chord Dead
10 3
TOTAL Load
37 7.2
"•
�. I
Duration Factor
1.25
2
Wind Speed
165mph
0
Top Chord C.B.
Sheeting by builder.
c
Bottom Chord C.B.
Sheeting by builder.
v-
~
Highest Mean Height
14'-W
Building Type
ENCLOSED
Building Category
II:Non Restrictive
Exposure Category
C
Barrier Island
No
Conforms to FBC 2014
13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Chambers Truss Inc. Drawing Name: M11323
Scale: 1 /4 = 1'
72 total trusses, 13 different trusses.
MI 4: SAE ACAD: SAE Reviewed By:XIC Jc/y/,f—
Date:04/24/12 Revised:10107115
FOR
WYNNE BUILDING CORP.
DESCRIPTION:
62' GRAND CARLTON III
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 7VIV5
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