HomeMy WebLinkAboutTRUSS DRAWINGA=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
30' Span or less A& 30' to 60' Span AL
0 degrees Sprea er Bar
or less
�,_ 1 /2 ___� t ag—APprox 2/3 to
—i
T g Line span approx. tine 1/2 of Span
REFER TO BCSI REFER TO BCSI
Truss must be set this way if crane used. Truss must be set this way if crane used.
Truss is an example, your truss may not match. This is on example, truss may not match.
Insist crane operator sets truss this way. Insist crane operator sets truss this way.
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
AL IF MULTIPLE PLY. AL
Carrying Girder
For Truss to Truss
Connections seeTs�h�.
hanger/connectorbe as
de tabs oschedule in engineeringe nails.
package.
Carried Truss
SEAT PLATES BY CHAMBERS
u
12
4.00 F___
upset=1/4" hee1=3 15/16"
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 8'-0"
ABOVE FINISHED FLOOR
TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE-IRUSSES ARE BUILT FOR THAT MODEL
A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR '
OF 18 24 IN LENGTH
A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers - --=
SPAGING NOTE
ALL TRUSSES ARE TO BE SET
AT 2•-0r ON CENTER
EXCEPT AS NOTED
AIFR HANDLER N4J'TE
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. A
I
t
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
i I I I I
1T-6- '4- I 41
The Architect's or Architeet'S rppro&g"tative'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 gr ity and uplift loads and
their re p five locat'ons.
Approved
Date:
-- _.
-.
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Da NOT SET TRUSSES USING THIS LAYOUT
USE LAYOUT DELMMM WITH TRUSSES To SET TRUSSES j
CHAMBERS TRUSS INC
3105 Oleander Avenue
Fort'Plares; Florida 3498244=
800-551•5932
- Fodphmce TM41165-M2 Fax M-486.3mi
.VW*Bach -TTZd89.2012 swot 7n-286.t102
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CONTRACTOR COPY
92-0/93.2 UITEX 4.2
DESIGN CRITERIA
County SAINT LUCIE
Building Department ST LUCIE COUNTY
Wind Design Criteria ASCE 7-2010
Wind Design Method Main Wind Force Ring
Roofing Material Shingle or Shake
3 Loading in PSF Roof RD.L
T H�
S I Top Chord Live 20
14 — Z Top Chord Dead 7 42
o Bottom Chord Live 10 Nal-Conpu►ent
Bottom Chord Dead 10 3
o c TOTAL Load 37 72
CD
r I o I Duration Factor 125
Wind
w 3 nd Speed 165rmph
Top Chord C.B. Sing by builder.
v Bottom Chord C.B. Sheeting by builder.
w :E Highest Mean Height 12'-0'
Building Type ENCLOSED
Building Category II:Non Restrictive
Exposure Category C
Barrier Island No
Conforms to FBC 2014
R.D.L.Dead load C.B.=Corrtirukous Bradm
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
BuildiDesigner and/or Engineer of Record.
Chambers Tnrss Inc. Drawing Name: M11412
LLB Scale: 1/4 = 1'
73 total trusses, 18 dMisrent trusses.
MI 4: RLC ACAD: RLC Reviewed By:-&-6-10s7
Date:11/14/16 Revised:05/10/17
FOR
WYNNE DEVELOPMENT CORP.
SCANNC L> DESCRIPTION:
GARAGE RIGHT St Luce County CARLTON 299
PAGE 1 of 1 CUSTOMER INrrU" EACH PAGE
18 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11412
1 -13 ` 2 Cakt L-Li