HomeMy WebLinkAboutTRUSS DRAWING®=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
SPACING NOTE
ALL TRUSSES ARE TO BE SET
AT 2.-0: ON CENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
IF MULTIPLE PLY.
P-9
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
30' Spanlor less
�60 degrees
or less
f-- 1 /2 —►
Trag Line span approx.
REFER TO BCSI
Truss must be set this way if crone used.
Truss Is on "xamnie, your truss moY not match.
esist crane operator sets truss this way.
30' to 60' Span
Spreader Bar
In Approx 2/3 to
Li—i
ne ,-_.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
® are installed.
14TS11IF2 "A"IDLF=F-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 of
Dome angle nails.
SEAT PLATES BY CHAMBERS
N
INDICATES LOAD BEARING WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-l"
ABOVE FINISHED FLOOR
12
4.00 F__
upset=1/4" heel=3 15/16"
PLUMB CUT END
r
2 x 4 Top Chord
WALL HEIGHT 8'-l"
TYPICAL END DETAIL
12
4.00 F__
m
2 12.00 8�-1
upset=lA heel=3 15/16"
PLUMB CUT END
1'
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 & properly nailed to straps & hangers
GARAGE LEFT
GARAGE FIGHT
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= LNultlpl� ply bun" nowt be fastened ioge9,er per eMuwedna
before they are set; failure to do so can re RAIn roof copapq&
Temporary
and pertt brwJM am na
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. • end property and Ie the risponsUMly of Uwe trim wecfoL
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CO111Cerltfated loads on bier ee,, fhb ctlt arlae CORSO"
DO•NOT SET TRUSSNS USING THIS LAYOUT
-;-USE LAYOUT DELNMM WITH TRUSSER To SET TRUSSES
•CHAMBERS TRUSS INC
3105 Oleander Avenue
Fort'Plera4i Florida 3*SZSM
800-551-5932
Fort PWm 772 illft- 012 rwi 77148W11
- : U—i Trends • 77124M2 2012 8lartrt 02 '
The Architect's ,'architect's representative's
shop drawing approval is NOT a
"Rouble 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 gravity and uplift loads and
their respective cations.
r'
Approved By:
Date:
Braden & Braden ; :'.9, y.>,.
92-0/912 M11EK 4.2
DESIGN CRITERIA
County
SAINT LUCIE
Building Department
SAINT LUCIE COUNTY
Wind Design Criteria
ASCE 7 2010
Wind Design Method
MWFRS/C-C hybrid Wind ASCE 7-10
Roofing Material
Shingle or Shake
On
I
Loading in PSF
Roof RD.L.
m
=
Top Chord Live
20
c
Top Chord Dead
7 42
w m
c
I
Bottom Chord Live
10 Non -Concurrent
E ci
*�
Bottom Chord Dead
10 3
m
TOTAL Load
37 72
v
w
I
Duration Factor
1.25
cc
'o
Wind Speed
165m ph
2
is
Top Chord C.B.
Sheeting by builder.
w
Bottom Chord C.B.
Sheeting by builder.
Highest Mean Height
14r-0'
Building Type
ENCLOSED
Building Category
II:Non Restrictive
Exposure Category
C
Barrier Island
No
Conforms to FBC 2017
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.
Date:04/24/12 Revised:OMI118
FOR
WYNNE BUILDING CORP.
DESCRIPTION:
62' GRAND CARLTON III
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 75 063
M 11323
l q 4-4013 ,