HomeMy WebLinkAboutTRUSS DRAWING®=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
ENNOMEN
5PAGING NOTE
ALL TRUSSES ARE TO BE SET
AT 2'-0: ON CENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
IF MULTIPLE PLY.
F-9
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
rnr lei u T arcl
30' Span or less
30' to 60' Span
Sprea er Bar
6o degrees
or less
a g APProz 2/3 to
4_ 1 �2 _ _� '
To- Line span appro X.
Li ne 1/2 of Span
REFER TO BCSI
REFER TO BCSI
Truss must be set this woy If crane used.
Truss must be set this way if crane used.
moss '�s on exmnpie, your tr,ss mry cot match.
This is an exomple, truss may not match.
nslst crane ope,ato- sets truss this way
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
AF? 1 1A"9::>LEFR 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
Carrying Girder -
For Truss to Truss
Connections see
hanger/connector
schedule in engineering
package.
:S
SEAT PLATES BY CHAMBERS
INDICATES LOAD BEARING WALL
` REQUIRED BY TRUSSES
` SUPPLIED BY BUILDER
' AT A HEIGHT OF 8'-l"
ABOVE FINISHED FLOOR
R,
so
12
4.00 r—
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT T-l"
TYPICAL END DETAIL
12
4.00 1—
io
12 2.00 ►8-1,
Y
upset=1/4" heel=315/16"
PLUMB CUT END
1'
2 x 4 Top Chord
WALL HEIGHT 8'-1"
END DETAIL: A
®
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
I
GARAGE LEFT
GARAGE RIGHT
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Temporary and perrnanad bnchtp are nqubed and an saw ob
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'OIhR nbdW beds on basso., this an !gone
DONOT SET TRUSSES USING THIS LAYOUT
• use LAYOUT DELIVERED WITH TRl♦SM TO SET TRUSSES
CHAMBERS TRUSS INC
3105 Oleander Avenue
Fort Plerr* Flo'Ida 34882-No
8004551.5932
FM Pbrtw 7T2-4ttti 2012 Fax 7714A1w 11
v..+. n..riv ' 7724694012 short 7rz4 4= .
ThkArghltaaPaorAtatMt:arvrsreprQsentative's ..�
- _th0p drawing-irpproval Is NOT a
"double ahebh" of the contractor.
The mahtraotor ehwll tern.in reaponslble
tzar ahookiny tleltl thodeureinonts and
other nonatruotloncrltawia. Architect's
approval°over. general roof shape,
r.vlow of trues strapping, and loading on
structure from gravity and uplift loads and
their rc.,%pe c 4103tions.
Approved By:_
oats:
92-0/93.2 MIUX 4.2
DESIGN CRITERIA
County 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
JLoading in PSF Roof R.D.L.
>% _ r Top Chord Live 20
to o I Top Chorcl Dead 7 4,2
w m o Bottom Chord Live 10 Non -Concurrent
E Ci Bottom Chord Dead 10 3
o c TOTAL Load 37 7.2
w Duration Factor 1.25
4: 0a
to c 1 Wind Speed 165mph
0 is Top Chord C.B. Sheeting by builder.
a Bottom Chord C.B. Sheeting by builder.
F� Highest Mean Height 14'-W
Building Type ENCLOSED
Building Category II:Non Restrictive
Exposure Category C
Barrier Island No
Conforms to FBC 2017
W
(A
a
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: M113M
Scale: 1 /4 = 1'
72 total trusses, 13 different trusses.
MI 4: SAE ACAD: SAE Reviewed By:
Date:0424/12 Revised:OW1118
FOR
WYNNE BUILDING CORP.
DESCRIPTION:
62' GRAND CARLTON III
PAGE 1 of 1 CUSTOMER INMALS EACH PAGE
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