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 TRUSSES ARE TO BE SET
AT 2'-0: ON GENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERI
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMII
® IF MULTIPLE PLY.
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
30' Span or less Al 30' to 60' Span
0 degrees Spreader Bar
or less
1 2
Line span approx.
Truss must be set this way if crane used.
Truss is an e..mple. your truss may not match.
nsist crane operator sets truss this way.
(tag �__Approx 2/3 to—�
Line 1/2 of Span
REFER TO BCSI
,ss 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
® are installed. A
A I F2 H A" F=> I— E F2 N O— —1=
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 RANGER
— -_- - --^_- - -Carrying Girder
For Truss to Truss
Connections see
hanger/connectorTNaffsbe as
de tabs
schedule in engineeringe nails.
package.
SEAT PLATES BY CHAMBERS
f4!
INDICATES LOAD BEARING WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-1"
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--
1 8� 1"
1z 2.00
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-1"
END DETAIL: A
1� ARRANGE WITH CR
A Do not stand on truss
IIE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH
until they are braced per BCSI & properly nailed to straps & hangers
GARAGE LEFT
GARAGE RIGHT
FABRICATION AGREEMENT-
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and can am 111%
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55NOTSET TRUSSES USING THIS LAYOUT
Liss LAYOUT mjymm wrm TRUSSES TO SET TRUSSES
` 'CHAMBE�RS� TRUSS INC
3105 Oleander Avenue
Fort Plerce, Florida 349824MM
800451-5932
Foy&Pierce 7rl-465- 12
Fax 744=48711
van; Beach ' 7/2-689 2012
Srisrt '772 02
..._� ,eta.. ewwutaeoeTCtt lfLQfYfY ' >', "
'd"rue Archicer_t's 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 froXav, d uplift loaand
theirloc
t�iio,ds
92.0/93.2 MITEK 4.2
Approved By:
DESIGN CRITERIA
Date:
Crtdrn E Braden A.I.A, P.A.
County
SAINT LUCIE
Building Department
SAINT LUCIE COUNTY
Wind Design Criteria
ASCE 7-2014
Wind Design Method
Main Wind Force Resisting
Roofing Material
Shingle or Shake
o -
m
Loading in PSF
Roof R.D.L.
_
Top Chord Live
20
o
Top Chord Dead
7 4.2
w c
rl
I
Bottom Chord Live
10 Non -Concurrent
o —
Bottom Chord Dead
10 3
TOTAL Load
37 7.2
g -�
of
3.
c
Duration Factor
1.25
t
m
Wind Speed
165mph
Top Chord C.B.
Sheeting by builder.
s
Bottom Chord C.B.
Sheeting by builder.
~
Highest Mean Height
14r-0'
Building Type
ENCLOSED
Building Category
II:Non Restrictive
Exposure Category
C
Barrier Island
No
Conforms to FBC 2014
R.D.L=Restrains Dead Load C.B.=Continuous Bracing
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
40k
Design Criteria is the responsibility of the
13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT
Chambers Truss Inc. Drawing Name: M11323
Scale: 1 /4 = 1'
72 total trusses, 13 different trusses.
MI 4: SAE ACAD: SAE Reviewed By:_.SIC 1411zl,J—
Date:04/24/12 Revised:10/07/15
FOR
WYNNE BUILDING CORP. ,E CPS
DESCRIPTION:
62' GRAND CARLTON III 7vaey
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
M 11323 16 f; 41,4 Val&q