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•—O: ON CENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
A IF MULTIPLE PLY.
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
30' Span or less
0 degrees
or less
1 2
Line leP n approx.
Truss must be set this way if crone used.
Truce is on example. your truss may not match.
isist crane operator sets truss this way.
30' to 60' Span AL
Sareader Bar
(rag �_Approx 2/3 to_.,
Line 1/2 of Span
REFER TO BCSI
iss must be set this way if crone used.
This is an 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
AIF2 HANDI—IE=hZ NOT IF=
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/connectorTNallsbe as
de tabs
schedule in engineeringe nails.
package._
SEAT PLATES BY CHAMBERS
to
rn
IN INDICATES LOAD BEARING WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF V-1"
ABOVE FINISHED FLOOR
12
4.00 F—.
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT V-1"
TYPICAL END DETAIL
12
4.00 I—
—
12 777 2.00 8-1
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-1"
END DETAIL: A
it ARRANGE WITH
1i Do not stand on ti
;BANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH
sses until they are braced per BCSI & properly nailed to straps & hangers
i
GARAGE RIGHT
FABRICATION AGREEMENT-
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DATED • ` •—� -
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ASFM*rbwnwbemq"pw*!CM iopwttt"aa.nt0
1 Mull" ply busses must be fastened ugpdwr per ongkowing
- beftxe any are set: fa0ure to do so cm rebult lin roof COUSP4 -
T (pore f1r mW p�.set Ixacbp am nquked and eon me Ike
prop" end is the rispawlblUgf of the tfwe ei eetm
Study Ow contents of f bkluded on de8vegr
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T►rsses Must be act plumb and **ipm
Go trot set boob or sack of pbwood, mo** matWW of any -
'pybsi caRtcerrtratsdloa& on tosses, thk can cause
DO O
'T sEr TRwsEs uslNG THIS u►�'ovr
-USE LAYOUT MHERm WRii TRUSSES TO SET TRUSSES
CHAMBERS TRUSS INC
3105 Oleander Avenue
FaKIR rces Florida 948514M
800-551-5932
Fod Place 7T2-4W 20'12
Rex nl4eil -1711
'
-
s --
varoSearh 7724 "2012
Start 'Tri-21111111402
-
- eWe. art. ruaaooeoet9'p11fd5 f°liY � •
Pio. =u <r:ile cYs er ,a v'cil7:ec T's rep resents hive's
shop drawing approval is NOT a
"double check" of the contractor.
The contractor shall remain responsible
for checking field measurements and
FIppprrr
CORY
other construction criteria. Architect's
approval covers general roof shape,
41
review of truss strapping, and loading on
structure from gravity and uplift loads and
their respective locations.
92.0/932 M11FX 4.2
'•!•Proved By:
DESIGN CRITERIA
3rader,$ 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
'0 -
a,
Loading in PSF
Roof R.D.L.
R
_ Top Chord Live
20
.2
c
` Top Chord Dead
7 4.2
w
j
o
-I Bottom Chord Live
10 Non -Concurrent
c
— Bottom Chord Dead
10 3
of
TOTAL Load
37 7.2
-�
�.
Duration Factor
1.25
.S
cc
m
o
>.
Wind Speed
165mph
`—°
Top Chord C.B.
Sheeting by builder.
t
Bottom Chord C.B.
Sheeting by builder.
Highest Mean Height
14'-0"
Building Type
ENCLOSED
Building Category
II:Non Restrictive
Exposure Category
C
Barrier Island
No
Conforms to FBC 2014
W
H
Cn
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:__SW /u
Date:04/24/12 Revised:10/07115
FOR
WYNNE BUILDING CORP.
DESCRIPTION:
62' GRAND CARLTON III 7V-3�
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
M 11323 &-vto U�v