HomeMy WebLinkAboutTRUSS DRAWINGA=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
ASTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
® IF MULTIPLE PLY.
Carrying Girder
For Truss to Truss
Connections see
hanger/connectorTsUhom.Guidela
be as
bs o
schedule in engineeringe nr'its.
package.
Carried Truss
SEAT PLATES BY CHAMBERS
=1
upset=114" 11115/16-
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
END DETAIL: TYPICAL VAULT
upset=1/4" heel=315/16'
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
TYPICAL END DETAIL
INDICATES LOAD BEARING
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF Ii
ABOVE FINISHED FLOOR
TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFONE ANY MORE TRUSSES ARE BUILT FOR THA1 MODEL.
ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18'- 24' IN LENGTH
Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers 17 17
SPA,GING NOTE
ALL TRUSSES ARE TO BE SET
AT 2'-0r ON CENTER
EXCEPT AS NOTED
AIR HAN�LEI% 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.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
A are installed. Aj
7
AL
DONT LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
✓ l4' ✓ LZ' ✓
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W/91 B.C. PANNEL_ LOAD W1 (2)
50# POINT LOADS PER TRUSS FOR AJH1U
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The Architect's or Architect's representative
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 fro, avity and uplift caps and
their a active 1.0
Approved By:�z
- _ Braden & Braden A.I.A_
FABRICATION AGREEMENT'
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before they are s( b8m to do so can rebtdt.ln roof co"
Tenworaii and Pwnmmot bmcIng arc requked aad can save
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DaNOT SET TRUSSES US/NO THIS LAYOU7
-- -USE LAYtWT DEiJVERW W M TRUSSES TO SEr TRUSSB
CHAMBERS TRUSS INC
1110
3105 Obander Avffnna
FortPWCGj Florida 34982.6423
800-551.5932
FortPlerce =4468,4012 Fla 1
Vero Beach M4111111i Strive 772-286-M
11 . 11_ wme... f-uaupCpeTM jilt4ftli -
920/93.2 MITEK 4.2
DESIGN CRITERIA
County
SAINT LUCIE
Building Department
ST LUCIE COUNTY
Wind Design Criteria
ASCE 7-2010
Wind Design Method
Main Wind Force Resisting
Roofing Material
Shingle or Shake
Loading in PSF
Roof R.D.L.
0 ®
Top Chord Lire
20
Top Chord Dead
7 42
:E
�I o0
Bottom Chord Live
10 Non-Concument
o I
Bottom Chord Dead
10 3
o
TOTAL Load
37 72
(o I
Duration Fader
125
w 3
Wind Speed
165mph
R
m
Top Chord C.B.
Sheeting by bulkier.
w
Bottom Chord C.B.
Sheeting by bulkier.
:E
Highest Mean Height
12'-0'
ti �y
Building Type
ENCLOSED
Building Category
II:Non Restrictive
Exposure Category
C
Barrier Island
No
Conforms m FBC 2014
R.D.I_=ResJraMhy Dead Load C.B.=Coitinuous Bradng
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the nesponsibiligr of the
Building Designer and/or
Engineer of Record.
Chambers Truss Inc. Drawing Name: M11412
W
Scale: 1/4 = I
73 total trusses, 18 different tnrsses.
MI 4: RLC ACAD: RLC Reviewed By:& d"-
-
� )
Date:11/14/16
Revised:05/10✓17
�,/
FOR
1V-11i�— s a• 1s-1o• WYNNE DEVELOPMENT CORP.
DESCRIPTION:
GARAGE RIGHT CARLTON 299
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 711
18 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11412
I 6orb