HomeMy WebLinkAboutTRUSS DRAWINGA=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
SPAGING NOTE
ALL TRUSSES ARE TO BE SET
AT 2'-0: ON CENTER
EXCEPT AS NOTED
0
DONT LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
IF MULTIPLE PLY.
30' Span or less A&
30' to 60' Span A
Sprea er Bar
0 degrees
or less
ag APprox to
1 /2 i
Tag Line span approx.
une /z of Span
Spa
REFER TO BCSI
REFER TO BCSI
Truss must be set this way if crone used.
Truss must be set this way if crane used.
Truss is an example. your twos may not match.
This is an example, truss may not match.
Insist crone operator sets truss this way.
Insist crone operator sets truss this way.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
are installed. ,A
AIF2 HANF::>IIE=F2 IVOTF=
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.
For Truss to Truss
Connections see
hanger/connector
schedule in engineering
package.
Carrying Girder
NO
0
Ell 20010,
e • , A
' .."am
Nails must be as
shown. Guide tab:
Dome angle nails.
PLATES BY CHAMBERS
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INDICATES LOAD BEARING
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-1"
ABOVE FINISHED FLOOR
12
4.00 f
heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
BEARING HEIGHT 8'-l"
TYPICAL END DETAIL
"
V ARRANGE WITH CRANE OPERATOR IN ADVAK
Do not stand on truss s until they are braced per E
_ 35'
14'
21'
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15'-10" 5'-4" 12'-2- 91-60 2 _2"
35'
GARAGE LEFT
ICE FOR A SPREADER BAR OF 18' - 24' IN LENGTH
3CS1 & properly nailed to straps & hangers
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Y are "t faller. to do so cart rs"In root wllepge,
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>' amnuI WC 7NUSSES USING THIS LAYOUT
`USE LAYOUT DELVERWW"N TRUSSES TO SET TRUSSES
CHAMBERS TRUSS INC
RR.
3105 Oleander Avenue
Fort Pisa% Flo'tda 349S24M
_ 800-01.5932
Fat PWM rr""-M2 Falk 77Zde6"8T11
Vero Beach ' T/2.668-=12 SppK -172,2801,
tYill's or Archllmdt's reprnsentative's
s Siop drawing. approval is Nor. a "double check" If 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 strap
structure from r pin9, and loading on
svlty and uplift loads and
their r s active
cations.
97-0/93.2 MITEK 4.2 approved By:
DESIGN CRITERIABraden & Braden A.I.A. P.A.
County SAINT LUCIE
Building Department ST LUCIE COUNTY
Wind Design Criteria ASCE 7-2014
Wind Design Method Main Wind Force Resisting
0, w Roofing Material Metal Roof
c Loading in PSF Roof R.D.L.
w o
Top Chord Live 20
E w Top Chord Dead 7 4.2
m Bottom Chord Live 10 Non -Concurrent
o' I Bottom Chord Dead 10 3
TOTAL Load 37 7.2
to Duration Factor 1.25
m Wind Speed 165mph SCANNED
Top Chord C.B. Sheeting by builder. BY
0 Bottom Chord C.B. Sheeting by builder. St Lucie County
Highest Mean Height 17-W
Building Type ENCLOSED
Building Category II:Non Restrictive
�LE M�
Exposure Category C �
Barrier Island No '
Conforms to FBC 2014
W
F-
Q
GARAGE RIGHT
Verify DESIGN CRITERIA shown above with the
building department and your engineer. ,
Design Criteria is the responsibility of the
Chambers Truss Inc. Drawing Name: M11324
Scale: 1/4 = 1'
83 total trusses, 27 different trusses.
MI 4: SAE ACAD: SAE Reviewed By__k&,011
Date:07/19/12 Revised:10/15115
FOR
WYNNE BUILDING CORP.
DESCRIPTION: T60
70' CARLTON, ELEV. D
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
27 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT
M 11324