HomeMy WebLinkAboutTruss Drawing4=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
I
SPACING NOTE
A'-� TEUSSES ARE TO 6E SET
A- 2 -O ON GENTER
EXCEPT AS NOTED
1I MULTIPLE PLY TRUSSES MUS I ESE
ASTENED TOGETHER PER ENGINEERIN(
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
IF MULTIPLE PLY. A
I
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
f30' Span'* less A& 30' to 60' Span A
i c <; grew Spreader Bar
ag pprox 2/3
i to
of Span
f --' Line 1/2 I )pox.
UX�I REFER TO BCSI
Truss most be set this way if crane used.
y got �amn. Ts
is on example, truss may not match.
r tns wIy_ 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
�r1� HAND!—�F? NG�TE
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.
TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL. _
ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH
A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers
Carrying Girder
For Truss to Truss _ _-
Connections see
hanger/connector Nails must be as
shown. Guide tabs o
schedule in engineering Dome angle nails.
package.
Carried Truss
SEAT PLATES BY CHAMBERS
12
4.00 I-
2
.. 12 2.00
upset=1/4" hee1=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
END DETAIL: TYPICAL VAULT
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
TYPICAL END DETAIL
INDICATES LOAD BEARING
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-0"
ABOVE FINISHED FLOOR
ICI®1�1�1�1�1�71�1■I�II�I�IB
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INVERTED "V" WEBS AT CENTER
W1' B.C. PANNEL LOAD W! (2)
4�
IWAA
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14'-4" r- 6'-4" 14'-4" 71
i' CLOUZSED AREAS ARE OF
PORCH RIGHT 1 / CHECK ED CCA CAREFULLY &MUST
E
t INDICATE DEVIATION FROM--��
�%—.PLANS.
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GRA
t(> BHA
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The Architect's or Architect's representative's
shop drawing approval is NOT a
"douhle 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 resp ve locations
Approved By lQ
Data
Braden & Braden A.I.A. P.A.
FABRICATION AGREEMENT' -
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IliluipPle Ply trusses must be fastened tggidig r per vVill eerbfg "
• before they are set; failure to do so can re'suU-In roof wftpq&
TOmPsruY and Psus+mrrt bruin are required and can saw pia
and Propwy and b the rasponslitil of me trs emetcr.
•Study tits contmtb ogre aettlng t httduded on depven
.7Nasesmistbsaetartdbraogdperd9eMbptI'm tt Willidings,
Torsos (nest be set Plwnb and square
Do oat burtla or ifack tN Pv*00d, moll ft "b W or any
othei cdW*nhz1@d bads on trees, thin can cause eousptte.
DO NOT SET TRUSSES USING THIS LAYOUT
USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES
CHAMBERS TRUSS INC
3105 Oleander Avenue
Fort-Plercer Ftdrida 34982.6423
800-551-5932 -
rOft pietas TT24110,D12 Fax =1466"8T11
Vero Beach - 712-56901112 Stuart - in-2864=
92.0/93.2 MInX 4-2
DESIGN CRITERIA
County
SAINT LUCIE
----
Building Department
ST LUCIE COUNTY
Wind Design Criteria
ASCE 7-2014
Wind Design Method
Main Wind Force Resisting
.,
Roofing Material
Shingle or Shake
0
Loading in PSF
Roof R.D.L.
a _
w
a _
Top Chord Live
20
w
c
Top Chord Dead
7 4.2
j
I
Bottom Chord Live
10 Non -Concurrent
c
—
Bottom Chord Dead
10 3
I
TOTAL Load
37 7.2
d
'o
Duration Factor
1.25
toqI
m
,,
Wind Speed
165mph
`—°
Top Chord C.B.
Sheeting by builder.
Bottom Chord C.B.
Sheeting by builder.
~�
Highest Mean Height
15!-W
Building Type
ENCLOSED
Building Category
II:Non Restrictive
Exposure Category
C
Barrier Island
No
Conforms to FBC 2014
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Buildin Desi ner and/or Engineer of Record.
Chambers Truss Inc. Drawing Name: M11392
L.L Scale: 1 /4 =1'
W82 total trusses,15 different trusses.
MI 4: RLC ACAD: RLC Reviewed By:-Z&—A111S7is—
�, — Date:10/07/15 Revised:10/15/15
FOR
6'4' l 14'4' WYNNE BUILDING CORP.
Q DESCRIPTION:
PORCH LEFT 71' CARLTON 3BED REAR PORCH
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11392 7 Ylo7A
-7 5 6411e do- 14y05