HomeMy WebLinkAboutTRUSS DRAWING0\ —
A=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
5PAGING 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
A& IF MULTIPLE PLY. A
F19
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 Spreader Bar
or less
4-1/2 —01
Tog Line span approx.
REFER TO BCSI
Truss must be set this way if crone used.
Truss is on example. your truss may not match.
asist crane operator sets truss this way.
frog —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
Q are installed. A
AI R 1 1A" F=>I—EFF=2 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
INDICATES LOAD BEARING WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-1"
ABOVE FINISHED FLOOR
12
4.00 I—
-1"
M
upset=l/4" heel=315/16"
PLUMB CUT END
1'
2 x 4 Top Chord
WALL HEIGHT 8'-1"
TYPICAL END DETAIL
12
4.00 F—
to
n 128—
' upset=11/4" heel=3 15/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-1"
END DETAIL: A
ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - '
23 IN LENGTH
Do not stand on trusses until they are braced per BCSI & proper) nailed to straps & h Y p angers
GARAGE LEFT
W
Q
GARAGE FIGHT
13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT
FABRICATION AGREEMENT'
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DO NOT SET rnUSSES USING THIS LAYOUT
-usE LAYOUT DEuyow wr H TRusm TO SET TRussEB
CHAMBERS TRUSS INC
FOrt P18nCe;.Flotkle 34882-ti423
800-551.5932
FortPkroa 7n-465-2012
Fox
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DESIGN CRITERIA -
County
SAINT LUCIE
Building Department
SAINT LUCIE COUNTY
Wind Design Criteria
ASCE 7-2010
Wind Design Method
MwFRS/C-C hybrid Wmd ASCE 7-10
Roofing Material
Shingle or Shake
Loading in PSF
Roof R"D.L
Top Chord Live
20
Top Chord Dead
7 42
Bottom Chord Live
10 Non-Congtrrent
Bottom Chord Dead
10 3
TOTAL Load
37 72
Duration Factor
125
Wind Speed
165mph
Top Chord C.B.
Sheeting by builder.
Bottom Chord C.B.
Sheeting by builder.
Highest Mean Height
14'-0'
Building Type
ENCLOSED
Building Category
II:Non Restrictive
Exposure Category
C
Barrier Island
No
Conforms to FBC 2017
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Will
Chambers Truss Inc. Drawing Name: M113M
Scale: 1/4 = 1'
72 total trusses, 13 different trusses.
MI 4: SAE ACAD: SAE Reviewed By:
Date: 0424/12 Revisal oW1/18
FOR
WYNNE BUILDING CORP.
DESCRIPTION:
62' GRAND CARLTON III
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 71{0 Q 0
M 11323 File
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