HomeMy WebLinkAboutTRUSS DRAWINGr
A=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'-0: ON GENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERIN
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
IF MULTIPLE PLY. Aj
DONT LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
30' Span or less A 30' to 60' Span
0 degrees Sprea er Bar
or less
S F-1/2 10
g Line span approx.
Truss must be set this way if crone used.
Truss is an example, your truss may not match.
isist crane operator sets truss this way.
Ifag 4._Approx 2/3 tom
Line 1/2 of Span
REFER TO BCSI
uss must be set this way if crane 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
® are installed. A
AIR "ANSI-1F=F2 "OTC
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 RANGER
For Truss to Truss
Connections see
hanger/connector
schedule in engineering
package.
Carrying Girder
Nails must be as
shown. Guide tabs
Dome angle nails.
SEAT PLATES BY CHAMBERS
INDICATES LOAD BEARING WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
ATA HEIGHT OF &-In
ABOVE FINISHED FLOOR
12
4.00 r—
io
rM
upset=1/4" heel=3 15/16"
PLUMB CUT END
1'
2 x 4 Top Chord
WALL HEIGHT 8'-1"
TYPICAL END DETAIL
12
4.00
IFupser=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT V-1"
END DETAIL: A
Ll 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 RIGHT
FABRICATION AGREEMENT'
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DaNOT SET TRUSSES USING THIS LAYOUT
UN LAYOUT DELNERPD V= TRUBM TO SET TRIMS
CHAMBERS TRUSS INC
3105 Oleander Avenue
Fort Plericeil F166da 34982-6423
800-01 "b932
FortPWM Tr1•466,2012 Fax 772486.6711
- a -- Vero Beach 11T2.56bhZo12 Stunt '772-2111 1502
..e � en... rrun..ot:tatrplOtsPlisl s'.'
'i he Architect's or Architect's representative's
shop drawing approval is NOT a
SCANNEC "double check" of the contractor.
BYThe contractor shall remain responsible
/+
GOt iN'�Y for checking field measurements and
'T LUCIE V
IE other construction criteria. Architect's
approval covers general roof shape,
IL ut4A Y.review of truss strapping, and loading on
structure from geNvity and uplift loads and
their r ctive loe tiioon .
Approved By: Z ZZ
92.0/93.2 MITEK 4.2 Date:
DESIGN CRITERIA7rnden 8 Braden
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
0 - E' Loading in PSF Roof R.D.L.
2 �, Top Chord Live 20
E ,I 0 I Top Chord Dead 7 4.2
w o Bottom Chord Live 10 Non -Concurrent
a Bottom Chord Dead 10 3
cl o TOTAL Load 37 72
Duration Factor 1.25
cc
` Wind Speed 165mph
w �
Top Chord C.B. Sheeting by builder.
z Bottom Chord C.B. Sheeting by builder.
v ~ Highest Mean Height 14'-0"
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:�IC !u/y/, 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 11�3Y
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