HomeMy WebLinkAboutTruss Drawing.Fife Cagy
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 TRUSSES ARE TO BE SET
AT 2'-0: ON CENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERIN
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
® IF MULTIPLE PLY. A
n
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
30' Span or less A&I 30' to 60' Span
0 degrees Sprea er Bar
or less
1 2
Line Pan approx.
Truss must be set this way if crone used.
Truss is an example. Maur truss may not match.
isist crone operator sets truss this way.
hag �_Approx 2/3 to_�
Line 1/2 of Span
REFER TO BCSI
iss must be set this way if crane used.
This is on 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
A are installed. A
AIF'=;Z F—IANEZ>LEF2 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 BANGER
For Truss to Truss
Connections see
hanger/connector
schedule in engineering
package.
as
tabs a
ails.
SEAT PLATES BY CHAMBERS
to
t0
INDICATES LOAD BEARING WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF V-1"
ABOVE FINISHED FLOOR
12
4.00 r
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-l"
TYPICAL END DETAIL
12
4.00 r-
12 , 2.00 8Y
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-l"
END DETAIL: A
ARRANGE WITH CRANE OPERATOR IN ADVkNCE FOR A SPREADER
BAR OF
17' - 23' IN LENGTH
A
Do not stand on trusses until they are braced pe- BCSI & properly nailed to
straps &
hangers
GARAGE LEFT
FABRICATION AGREEMENT'
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ANSViPIfWfGl4-2002"'
DATED
SKiNED r
AspeaderbwnWbefef "pw"BCSI-0Wbplall r*W&dvmgL.
Aihil"We ply trusses must be fastened together per englasering
before they are set; failure to do so can resultln roof conapil
Temporary and permanent bracing are required and can save We
and property and Is the responsiblWty of the mars erector.
Study the contents of the bdbm;i on packet Included on delivery
before aettl_ntt
Mareg ninses. r .ram
...7mustbosK ndWWWpwdo$Wbp west",..y�� &dzn ,.,.
Theses must be sat plumb and fe"M
Do notfpet bunks or stack of PVMOCl, roofing materW of any
-other echibentr ided loads on trusses, this can cause couple.
DO IVOTSET TRUSSES uS/NG THIS LAYOUT
USE LAYOUT DEUYERED wrrH TRUSSES To SET TRUSSES
CHAMBERS TRUSS INC
3105 Oleander Avenue
Fort Plena Floilde 3082-6423
800-551-5932
FortPlerce 7r2-465-M12 Fax T72466-W111
Vero Beach 772468.2012 Stuart 772-285-= -
_._ The Architect's or Architect's representative's
shop drawing approval is NOT a
"double check" of the contractor.
The contractor shall remaib 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 re ctwe locatio}}ns.✓••""'''')))
Approved By: .V
Date
92.0/93.2 MITEK 42 Braden.8 [iraden A.I.A. p.A,
DESIGN CRITERIA
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, S ` Loading in PSF Roof R.D.L.
a' _ e Top Chord Live 20
2 I o I Top Chord Dead 7 4.2
r Bottom Chord Live 10 Non -Concurrent
C — — Bottom Chord Dead 10 3
TJ of TOTAL Load 37 7.2
3. I Duration Factor 1.25
Wind Speed 165mph
c1 Top Chord C.B. Sheeting by builder.
9 t Bottom Chord C.B. Sheeting by builder.
~ Highest Mean Height 14'-0"
ct 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.
Design Criteria is the responsibility of the 4io
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-plc/y/,,t—
Date:04/24/12 Revised:10107/15
FOR
WYNNE BUILDING CORP.
DESCRIPTION:
62' GRAND CARLTON III
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
M11323 -777/
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