HomeMy WebLinkAboutTRUSS DRAWING®=LIFE SAFETY WARNING
This symool identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
SPACING NOTE
TRU55ES ARE TO BE SET
AT 2'-0: ON GENTER
EXGEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
-ASTENED TOGETHER PER ENGINEER
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMI
, IF MULTIPLE PLY.
F19
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
30' Span or less
dogrees
Bess
a �
me used.
t �md•.
30' to 60' Span A
Spreader Bar
Rag ,___Approx 2/3 to ---,,,Line 1/2 of Span
REFER TO BCSI
iss must be set this way if crone 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 installeci.
DI —ER 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
Clanger/connector
schedule in engineering
package.
Carrying Girder -
Nails must be as
shown. Guide tabs 0
Dome angle nails.
SEAT PLATES BY CHAMBERS
r�t
INDICATES LOAD BEARING WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-l"
ABOVE FINISHED FLOOR
12
4.00 F___
7' upset=1/4" heel=315116"
PLUMB CUT END
1' -
2 x 4 Top Chord
WALL HEIGHT 8%1"
TYPICAL END DETAIL
12
4.00 F__
D12 2.00 8—
upset=1/4" heel=315/16"
PLUMB CUT END
i'
2 x 4 Top Chord
WALL HEIGHT 8'-l"
END DETAIL: A
A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN L
® Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers
GARAGE LEFT
ENGTH
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a 1M ewd d any alyagon
Yi'�'WdeCot grbFlage, tha PeNee'�"�'rapee rpt' #0AWN tor any such Gotion we
mWaee For Cadepuagangra ► P M° RatL"e`m"dad 0uld°iln on
T'Wn CA4_2Wr , Car,«•md Wood m::!
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-- �""11 IDpwmltfjtsy3daMom
N. LPN WY trusoos must be fkahmed to8ottwr Per eninosrine
dMerM set failure to do so can 1114 .In roof eollapge,
Temporary Y are ro9�d and can save ft
and III ft p�tntblUty of the torus erector.
Study the contents of the I on Inducted on davery
7tfsees must bsaetad traced pw_drelllp b plem h*S
Thnow [oust be set Plumb and square
.• OMW cdhcenbz%dd Lww 6 � pkwO rOoft mabrw or airy ..I
.w nvi Oct /,
"USE LAYOUT DELM
CHAMS
USING THIS
TRUSSES TO SE
ERS TRUSS INC
3105 Oleander Avenue
Fort Plerce, Florida 34982.11
--
800-551.5932
Fort Pkrce 772-�86.2012
• Voro Beach 772�88,2012
e :: Fnc t. 772d81;-8711
�^
,epresentative's
r o c y nAAroval iE a 0-r a
�a eck'
The contractor $hall r'he contractor
for checking.
emaln reaponslble
SCANNED
field
ant
other constapproval tI. coversn criteria easuraq e s
BY
St. Lucie County
c s
review of trug3 strage I. , roof shape,
structure from 9ravl
and loading on
I'd,
'd
their re Y and uplift loads an
P Clive local
920/93.2 MITEK 4.2
IS.
" �e-d BY � QZ
(JJ
DESIGN CRITERIA
- 8 Braden
County
A,,_
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
o
Loading in PSF
Roof R.D.L
�o. _
r
Top Chord Live
20
`—°
.a '
Top Chord Dead
7 4.2
w ml
c I Bottom Chord Live
10 Non -Concurrent
E ci
.. Bottom Chord Dead
10 3
_
ro
TOTAL Load
37 7.2
r_
m
w
Duration Factor
1.25
w
'o
Wind Speed
165mph
v
Top Chord C.B.
Sheeting by builder.
w
Bottom Chord C.B.
Sheeting by builder.
Highest Mean Height
14'-W
Building Type
ENCLOSED
Building Category
II:Non Restrictive
Exposure Category
C
Barrier Island
No
Conforms to FBC 2017
W
F-
a
GARAGE RIGHT
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: 02 I118
FOR
WYNNE BUILDING CORP.
DESCRIPTION:
62' GRAND CARLTON III 75171
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT
M 11323 & �I ti