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'—O: ON CENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERIN
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINI
All, IF MULTIPLE PLY. A
M
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
30' Span or less &1 30, to 60' Span A
0 degrees Sprea er Bar
or less
Tog Line span approx.
REFER TO BCSI
Truss must be set this way if crane used.
Truss is an example. your tmss may not match.
Insist crane operator sets truss this way.
I
og Approx 2/3 to
Line 4-1/2 of Span
REFER TO BCSI
iss must be set this way if crone 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
Q are installed. A
AIR HAN�r—EFL IVOT1=
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
— --- --- -- rArrying Girder -
For Truss to Truss
Connections see
hanger/connector rNailsbe as
de labs
schedule in engineering e nails.
package.
Carried Truss
SEAT PLATES BY CHAMBERS
io
t-
M
M
M
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'-1"
TYPICAL END DETAIL
12
4.00 f
— 8Y
1i 2.00
upset--1/4" heel=3 15/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT V-1"
END DETAIL: A
�l
ARRANGE WITH
QRANE OPERATOR IN ADVANCE FOR A SPREADER
BAR OF
17' - 23' IN LENGTH
it
Do not stand
on
trusses
until
they are braced per SCSI &
properly
nailed to
straps
&
hangers
GARAGE LEFT
i
GARAGE RIGHT
FA13wCATION AGREEMENT'
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caNarsEr T UWES USING THIS LAYOUT
USE uYour DELWEf M VM TRUSSES TO SET TRUSSES
CHAMBERS TRUSS INC
3105 Oleander Avenue
Fort Pierce, Florida 349t124K=
800-01.5932
Fort PIN 7n4664M2 Far T724a6-a711
- R -- VeroB"Ch 772-569- '!2 Stwrt '7722864=
•te Ara hitect's or Architect's representative 5
scANNEEI shop drawing approval is NOT a
BY"double check" of the eontractor.
The contractor shall remain responsible
St LUrie COUnt"/ for checking field measurements and
other construction criteria. Architect's
approval covers general roof shape,
�I ■ COPY
review of truss trapping rid loading on
L structure from rityanduphft loads and
their i s ctive laic do
jApproved By: 12. Z /
Date:_ _ _ A. _
92.0/93.2 MITFJC 42 6rar"f` E, Braden LA. 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 h a Loading in PSF Roof R.D.L.
R Top Chord Live 20
�°, I Top Chord Dead 7 4.2
E w Bottom Chord Live 10 Non -Concurrent
c — — Bottom Chord Dead 10 3
cl `/ TOTAL Load 37 72
Duration Factor 1.25
cco
` Wind Speed 165mph
Top Chord C.B. Sheeting by builder.
br b
!� t Bottom Chord C.B. Sheeting by builder.
~ Highest Mean Height 14'-T
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.
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:__glC lov -/,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 r a 3
M 11323
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