HomeMy WebLinkAboutTRUSS DRAWINGA=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
5PAGING NOTE
ALL TRU55ES ARE TO BE 5ET
AT 2'-O: ON CENTER
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' Spanjor less A
30 degrees
or less
F-1 /2 -1,
Tag Line span approx.
Truss must be set this way if crone used.
Tmss is on example. your truss may not match.
rsist crane operator sets truss this way.
30' to 60' Span A
Spreader Bar
Ia9 �Approx 2/3 to
Line 1/2 of Span
REFER TO BCSI
uss 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
A are installed. AL
Al F2 HA" Ill I_III= 1I* "OTE
UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES
ARE NOT DESIGNED FOR AIR HANDLERU 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 Girder
For Truss to Truss
Connections see
h anger/connector Nails must be as
shown. Guide tabu c
schedule in engineering Dome angle nails.
package.
SEAT PLATES BY CHAMBERS
9q
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 8'-1"
TYPICAL END DETAIL
4.00 F 12/
upset--1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-1"
END DETAIL: A
:.y
1l
ARRANGE WITH
CRANE OPERATOR IN ADVANCE FOR A SPREADER
BAR OF
17' - 23' IN LENGTH
ii
Do not
stand
on
trusses until
they are braced per BCSI & properly nailed
to
straps
&
hangers
GARAGE RIGHT
FABRICATION AGREEMENT'
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'and Property and b ire risporalbtlly of flee trose eeecioR.
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'0t1er loads on tniesiss, this con pub
i DO NOT SET TRUSSES USING THIS LAYOUT
Us8 LAYO r DMJVEM WRii TRu88ES TO SET TRUSSES
CHAMBERS TRUSS INC
- Fort PMee.
Vero beach
M05 Oleander Aiienue
Fort Plericei Florida 349824MM
800-551-5932
7r2465-M2 Fax T/2.4e6.8MI
7r2-688,2012 Sham '772,2811l '
�r-� r~^•*.etr.ETattn+i'rlte.tr, is represe`vntative'
shop drawing approval is NOT a
"1; .-..;:e '.ock" of the contractor.
CANNEL. Th;; contractor shall remain Tesponsible
BY for checking field measurements and
;�'{'{,tJCIB C t other consfxuction criteria. Architect's
nr�ryrty�LE
////Ayy •"'S�1 appruv7,.:-nwers general roof shape,
I CVO` review of -:r w— strapping, and loading on
structure front ravity aloe uplift loads and
their r s ectrve Poe:at oIt,
Approved By. _— 1 Date: __
92.0/93.2 MM 4.2
Braden & Bradem
DESIGN CRITERIA
County
SAINT LUCIE
Building Department
SAINT LUCIE COUNTY
Wind Design Criteria
ASCE 7-2014
Wind Design Method
Main Wind Force Resisting
in
`
Roofing Material
Shingle or Shake
0—
Y'
Loading in PSF
Roof R.D.L.
—
a,
Top Chord Live
20
0j
Top Chord Dead
7 4.2
c,l
Bottom Chord Live
10 Non -Concurrent
c
Bottom Chord Dead
10 3
of
;
TOTAL Load
37 7.2
m —
3. I
c
Duration Factor
1.25
cc
`
Wind Speed
165mph
0
io
Top Chord C.B.
Sheeting by builder.
.c
Bottom Chord C.B.
Sheeting by builder.
~
Highest Mean Height
14e-0'
Building Type
ENCLOSED
Building Category
II:Non Restrictive
Exposure Category
C
Barrier Island
No
Conforms to FBC 2014
L
DESIGN CRITERIA shown above with the
ng department and your engineer.
n Criteria is the responsibility of the
n Designer and/or Engineer of Record.
Chambers Truss Inc. Drawing Name: M11323
w' Scale: 1 /4 = 1'
72 total trusses, 13 different trusses.
MI 4: SAE ACAD: SAE Reviewed By.__g
r^ Date:04/24/12 Revised:10/07/15
v J FOR
WYNNE BUILDING CORP.
DESCRIPTION:
62' GRAND CARLTON III 7�SS�s
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT
M 11323 �3 B,rez;l