HomeMy WebLinkAboutTruss DrawingFj3p R
A=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
5PAGING NOTE
ALL TRUSSES ARE TO BE SET
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.
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
30' Span or less A
0 degrees
or less
r— I /2 —►
Line span approx.
Truss must be set this way if crane used.
Truss is an axampla your truss may not match,
isist crane operator sets truss this way.
30' to 60' Span A
Spreader Bar
hog—Approx 2/3 to___,..Line 1/2 of Span
REFER TO BCSI
lss must be set this way if crane used.
This is on example, truss may not match.
Insist crone operator sets truss this way.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
Q are installed. A
AIFZ "ANt✓]I_EF-= 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 HANGER
Carrying Girder
For Truss to Truss
Connections see
hanger/connectorTNallsbe as
de tabs
schedule in engineeringe nails.
package.
SEAT PLATES BY CHAMBERS
INDICATES LOAD BEARING WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-1"
ABOVE FINISHED FLOOR
12
4.00 r—
Cl)
upset=1/4" heel=315/16"
PLUMB CUT END
1'
2 x 4 Top Chord
WALL HEIGHT 8'-1"
TYPICAL END DETAIL
12
4.00 F-
12 2.00 8—
r
upset=1/4" heel=315/16"
PLUMB CUT END
1'
2 x 4 Top Chord
WALL HEIGHT 8'-1"
END DETAIL: A
Ll ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR, A SPREADER BAR OF 17' - 23' IN LENGTH
�1 Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers
GARAGE LEFT
GARAGE RIGHT
FABRICATION AGREEMENT• '
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be SON Mlote Caunpt, Fblbe.
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..••q•—,•"••,�•••q•,a..yy�wpRf-suai wcs•Opfwarc"aftr18k,.
trios
"must mumpre Ply t" must be fastened Wgi#wr Per ert9kwmim
.before they are set, fatlure to do so can restain roof eow"e.
Temporary and permanent bracing are required and can am We
and property and is the riarTnl6IDty of the trues erector.
•Sbrdy the cOntenfs of the Information packet Inrduded on denwry
before "Uhtp buegi
7Mases mlatbsaetand bracedp�dae�rbPreuerrfMtayLdatupe�
TrUasse ttrust be set phanb and sgwre
Do not eat ixulks or stack of ptyN oOd, rooflrrQ TaterW or any
other et lltt<abd loads on boaaea, aft can cause collapse.
DO NOT SET TRUSSES USING THIS LA-yOUT
-USE LAYOUT DEIJVEREp WrrH TRUSSES TO SET TRUSSES
CHAMBERS TRUSS INC
3105 Oleander Avenue
Fort Pierce; Florida 348824423
800-551-5932
FortPierce 7T2"40-M2 Fax 7T2-186-8711
Vero Beach M-568-2012 Stuart Tr2.n&=2 '
he Architects or Architect-s representative's `-
shop drawing approval is NOT a
"double check- of the contractor.
The contractor shall remain responsible
for checking field measurements 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 ctive locations.
Approved IIy:
Da!n
92.0/93.2 MITEK 4.2 t'.raden &Braden
DESIGN CRITERIA
County SAINT LUCIE
Building Department SAINT LUCIE COUNTY
Wind Design Criteria ASIDE 7-2014
Wind Design Method Main Wind Force Resisting
Roofing Material Shingle or Shake
olin
— m Loading in PSF Roof R.D.L.
Top Chord Live 20
L �I�°_. _ I Top Chord Dead 7 4.2
o Bottom Chord Live 10 Non -Concurrent
c — Bottom Chord Dead 10 3
oI c TOTAL Load 37 7.2
r _. 1 Duration Factor 1.25
` Wind Speed 165mph
Top Chord C.B. Sheeting by builder.
t Bottom Chord C.B. Sheeting by builder.
v ~ y Highest Mean Height W-0"
Building Type ENCLOSED
Building Category II:Non Restrictive
Exposure Category C
Barrier Island No
Conforms to FBC 2014
W
F-
Q
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 �lC Jc/y/,Jr
Date:04/24/12 Revised:10107/15
FOR
WYNNE BUILDING CORP.
DESCRIPTION:
62' GRAND CARLTON III
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
M 11323 Vya�D