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 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
A IF MULTIPLE PLY. A
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
30' Span or less A 30' to 60' Span
0 degrees Spreader Bar
or less
1 2
Line span approx.
Truss must be set this way if crane used.
Truss is an example, your truss may rat match.
tsist crane operator sets truss this way.
Irag 4.._Approx 2/3 top.
Line 1/2 of Span
REFER TO BCSI
uss must be set this way if crone 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
A are installed. A
AI F= HAN p1_FEE F2 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.
na Girder
be as
de tabs
nafs.
SEAT PLATES BY CHAMBERS
to
INDICATES LOAD BEARING WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-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
12
4.00 I —
0012
87
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-1"
END DETAIL: A
A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH
k Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers
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DO NOT SET TRUSSES USING THIS LAYOUT
USE uYtJUT YYITt1 TRUSSES Tn SET TRUSSES
CHAMBERS TRUSS INC
' 3106 Oleander Avenue
Fort Plerce; Florida 349824 142S
800-551-5932 -
Fod Pbree 772461*2012 Fax 7TZ466e8711
- - - Vero Bnah 77A449 2012 Stunt 772-281111-= '
er0-16 wars r"usenae®OTUPtAM(hvM
'r"�+ilecf's or Architect's representative's
�NOT a
Thshop drawing approval is
-3CANNEU dout'le check•' of the contractor.
BY e contractor shall remain responsible
for checking field m
't Lucie COUeasurements and
tlty' other construction
\ criteria. Architect's
Y� approval covers general roof she Fri' review of truss strapping ng
!AE C structure from PPtng' and loading on
x ravity and uplift loads and
their e
pective lace "ors.
moved B ..
920/93.2 MtTEK 41
DESIGN CRITERIAr'f en A.I.A, t .
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
'o h S Loading in PSF Roof R.D.L.
9 Top Chord Live 20
NI ^ I Top Chord Dead 7 4.2
Bottom Chord Live 10 Non -Concurrent
c _ — Bottom Chord Dead 10 3
cI o TOTAL Load 37 7.2
w 3. t Duration Factor 1.25
` Wind Speed 165mph
Top Chord C.B. Sheeting by builder.
Bottom Chord C.B. Sheeting by builder.
~ Highest Mean Height 14'-0"
Building Type ENCLOSED
Building Category ll:Non Restrictive
Exposure Category C
Barrier Island No
Conforms to FBC 2014
W
H
Q
13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT
K.u.L=Kesuaininu ueaa Loaa t,.u.=,ormnuous t3raang
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:-9-L—Ciu/71'j—
Date:0424/12 Revised:10/07/15
FOR
WYNNE BUILDING CORP.
DESCRIPTION:
62' GRAND CARLTON III
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE % � ! �q
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