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
EXGEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERI
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMII
A IF MULTIPLE PLY.
n
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
30' Span or less
0 degrees
or less
4—_ 1 /2 1,i g Line span approx.
REFER TO BCSI
Truss must be set this way if crone used.
Truss is an example, your truss may not match.
isist crane operator sets truss this way.
30' to 60' Span A
SDreader Bar
Iraq �_ Approx 2/3 to _�
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 crane operator sets truss this way.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
® are installed.
AIR HAIVjj�1_ EF=R 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
-- — — -Carrying to Girder
For Truss to Truss
Connections see
hanger/connectorT,,e
be as
schedule in engineeringDome
de abs
nails.
package.
SEAT PLATES BY CHAMBERS
M
INDICATES LOAD BEARING WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF V-1"
ABOVE FINISHED FLOOR
12
4.00 F_
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT V-1"
TYPICAL END DETAIL
12
4.00 F___
112 2.00 61
VIP
upset=l/4" heel=315/16"
PLUMB CUT END
1'
2 x 4 Top Chord
WALL HEIGHT V-1"
END DETAIL: A
1l
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
l
I
straps &
hangers
GARAGE LEFT
ANNE,
BY
St Lucie County
9' 6' 3'-4" 6-4" 15'-1
GARAGE RIGHT
FABRICATION AGREEMENT'
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Temporary OW psrrrsmntbrecMg are regtdred and call am 0fe
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study the contsnb of � Indnded on dfYiwry
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Do od'se boob or atkck of plywood, roofffg mdKW of any .
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DO NOT SET TRUSSES USING THIS LAYOUT
-USE LAYOUT DELNERED WITH TRUSSM TO SET TRUSSES
CRAM
BERS TRUSS INC
3105 Oleander Avenue
Fort Plerce; Flarida 54982"64=
800-551.6932
Fortlift 7f4-46e-2012 Fan 7r2-4ee45711
- -
Vero Beach 77Z•868,20'12 Shout 7!22811-= '
uvr_ era... rrueeMCDWMmst!AYThe
Architect's or Architect's representative's
shop drawing approval is NOT a
"double check" of the contractor.
The contractor shall remain responsible
for checking field measurements and
1
P.1 Cur
other construction criteria. Architect's
approval rovers general roof shape,
"
review of truss strapping, and loading on
structure from realty and uplift
loads and
their re a to - do
s.
",:,proved By:
92-0/93.2 M11EK 4.2
DESIGN CRITERIA Brad . 8 Braden A.I.A. P.A.
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
p,
Loading in PSF
Roof R.D.L.
N �
=
aA �
Top Chord Live
20
.9 0
Top Chord Dead
7 4.2
15 o
�I
I
Bottom Chord Live
10 Non -Concurrent
c — _ —
Bottom Chord Dead
10 3
cl
TOTAL Load
37 7.2
Duration Factor
1.25
W o
0
Wind Speed
165mph
V
Top Chord C.B.
Sheeting by builder.
.•
2
a
r
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 2014
13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
DesignCriteria 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:__gjLly/r/,J—
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 '��I
M 11323
4grs