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A=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
SPACING NOTE
ALL TRUS5E5 ARE TO BE SET
AT 2'-O: ON CENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERI
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMII'
IF MULTIPLE PLY.
In
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT SCSI
30' Span or less 30' to 60Span A
0 degrees Spreader Bar
or less
1 2 '
Tag Line span approx.
REFER TO BCSI
Truss must be set this way if crone used.
TN59 is on your buss n.y ..t Tptch.
tsist crane ooerotor set, tni„ 1hi, wnu
hag-_Approx 2/3 to
Line 1/2 of Span
REFER TO BCSI
ass 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
A are installed. A
AIR HANDLER 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
For Truss to Truss
Connections see
hanger/connector
schedule in engineering
package.
Carrying Girder -
Nails must be as
shown. Guide tabs o
Dome angle nails.
SEAT PLATES BY CHAMBERS
to
th
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=3 15/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-1"
TYPICAL END DETAIL
12
4.00 F--
12 2.00 8-1
" upset=1
/4. heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-l"
END DETAIL: A
A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23, IN LENGTH
A )o not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers
GARAGE LEFT
Cr
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M!!�PIo Ply tmM must be fastened Wptfher per onglnearing
.before Ihsy are set; fallure to do so can Iresi t.in roof colblpga.
Temporary and permanent brachm are regndred and can save We
. and property and Is vw responatti ty cir the tress erects;
Study the contents of the InMrmaypt packet Included on dedwry
TMmmnwdbeastandbraced dtsW1OP NrntkW&ds sq%
Tnerses must be set Plumb and sgwre
DO notlet bunks M stack Of plywood, rocift nmtertsl or any
01her brads on trustee. this asn .�n...�.n....e
"W nvr vet 1JTU%Vbcb Ne1/NU THIS LAYOUT
USE LAYOUT DELNEIM WITH TRUSSES TO SET TRUSSES
CHAMBERS TRUSS INC
3105 Oleander Avenue
Fort'Plenceil Florida 5 U4423
800-551-5932
Fort Pierce 7724W-M2 Fax 772.485-8711
Vero Beach 712.669.2012 gb111d '772,Z8l
uu-t. ew. nsuwt:oert'ptNtSr"liY 6, '
e Arehiteei`s ea nrciulect's reprgsentative'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 resin iv0 locati n.
Approved
/v
Dace:
92.0/93.2 MITEK 4.2 trade I A P.A.
DESIGN CRITERIA
County SAINT LUCIE
Building Department SAINT LUCIE COUNTY
Wind Design Criteria ASCE 7-2010
Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10
Roofing Material Shingle or Shake
Loading in PSF Roof R.D.L.
_ w Top Chord Live 20
Top Chord Dead 7 4_2
r m) c ( Bottom Chord Live 10 Non -Concurrent
E h .. Bottom Chord Dead 10 3
° TOTAL Load 37 72
m w Duration Factor 1.25
w m
all
'o Wind Speed 165mph
o Top Chord C.B. Sheeting by builder. .
w Bottom Chord C.B. Sheeting by bulkier.OANNEO
BY
1��j Highest Mean Height 14'-W
Lucie COLIW
0 Building Type ENCLOSED re
Building Category II:Non Restrictive
Exposure Category C
Barrier Island No
Conforms to FBC 2017
R-D.L=Pestrainina Dead Load C.B.Saedintrous Brachm
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
LML
U)
GARAGE RIGHT
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.
Date:04/24/12 Revised:02/21/18
FOR
WYNNE BUILDING CORP.
DESCRIPTION:
62' GRAND CARLTON III 7Sa�5
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
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