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 5ET
AT 2•-0: ON GENTER
EXCEPT A5 NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERI
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMII
A IF MULTIPLE PLY.
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
30' Span or less
0 degrees
or less
4-1/2 11
Tao Line span approx.
Truss must be set this way if crane used.
Trans is an ..ompl", dour truss may not match.
nsist crane ooerator sets truss this way.
30' to 60' Span
SDreader Bar
gag �_-Approx 2/3 tom
Line 1/2 of Span
REFER TO BCSI
iss must be set this way if crane used.
This is an 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
7[:ARE
EF2 NOTETED ELSEWHERE ONTHIS LAYOUT, THESE TRUSSES
ESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR
ER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT
UILDING CODE AND A/C DESIGN REQUIREMENTS.
ITH BUILDING DEPARTMENT AND A/C CONTRACTOR.
U REPRESENTS A HANGER
Carrying Girder For Truss to Truss
Connections see
hanger/connector rNailsmustbe as
de tabs o
schedule in engineering e nails.
package. _ T
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 7—
th
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT V-1"
TYPICAL END DETAIL
12
4.00 r--
qq
r 12 2.00
upset=1/4" heel=315/16"
PLUMB CUT END
1'
2 x 4 Top Chord
WALL HEIGHT 8'-1"
END DETAIL: A
A
ARRANGE WITH CRANE OPERATOR IN ADVANCE
FOR A SPREADER
BAR OF
17' - 23' IN LENGTH
1i
Do not stand
on
trusses until
they
are braced per BCSI
& properly nailed to
straps
&
hangers
GARAGE LEFT
GARAGE RIGHT
FABRICATION AGREEMENT-
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0611111&11111111141-
-60-N5T SEr TRUSSES USING THIS LAYOUT
-USH LAYOUT Dammm wrrH TRussEs To stet 7RUSsEs
CHAMBERS TRUSS INC
3105 Oleander Aiienue
Fort Plerceir Florida 34982-64=
800-651-5932
FodPA11 7r2-465-M2 Fox TrA-411111MI'll
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"' c'T7CBL`t-S-O-l"r.hltCCt'S repre5entatlV!'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 ravity and uplift toads and
their r ective loc tioen . �1
Approved By.i.(/� I 1
ApprDate:-
9ZO/93.2 MITEK 4.2 era en S 6raden A.I. . P.
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 - m Loading in PSF Roof R.D.L.
'' = Top Chord Live 20
w I
c I Top Chord Dead 7 4.2
o Bottom Chord Live 10 Non -Concurrent
c 1 _ - Bottom Chord Dead 10 3
of ` I TOTAL Load 37 7.2
2 o. i Duration Factor 1.25
cc 0
m Wind Speed 165mph
V Top Chord C.B. Sheeting by builder.
t Bottom Chord C.B. Sheeting by builder.
3 ~ Highest Mean Height 14'-0'
v Building Type ENCLOSED
Building Category II:Non Restrictive
Exposure Category C
Barrier Island No
Conforms to FBC 2014
W
H
Q
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Chambers Truss Inc. Drawing Name: M11323
Scale: 1 /4 = 1'
72 total trusses, 13 different trusses.
MI 4: SAE ACAD: SAE Reviewed By:-,91—c A1711,t®
Date:04/24/12 Revised:10/07/15
FOR
WYNNE BUILDING CORP.
DESCRIPTION:
62' GRAND CARLTON III
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE ��
13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT
M 11323 3 V10% ti-�-
SCANNIEV
BY