HomeMy WebLinkAboutTRUSS DRAWINGA=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
SPACING NOTE
ALL TRUSSES ARE TO BE SET
AT 2'-03 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. A
n
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
30' Span or less A
0 degrees
or less
4 1/2 11
Tog Line span opprox.
REFER TO BCSI
Truss must be set this way if crane used.
Tmas is an example, your truss moy not motch.
nsist crone operator sets truss this way.
30' to 60' Span A
Spreader Bar
I. �_Approx 2/3 tom
Line 1/2 of Span
REFER TO BCSI
ass must be set this way if crane 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
A are installed. A
AI fR HAIV K1>!_r=FR "OTE
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 o
Dome angle nails.
SEAT PLATES BY CHAMBERS
M
INDICATES LOAD BEARING WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-l"
ABOVE FINISHED FLOOR
12
4.00 F---
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-l"
TYPICAL END DETAIL
12
4.00
12 2.00 8$
upset--1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT V-1"
END DETAIL: A
pia\`
A
ARRANGE WITH CRANE
OPERATOR IN ADVANCE FOR A SPREADER
BAR OF
17' - 23' IN LENGTH
ii
Do not stand on trusses
until they are braced per BCSI & properly
nailed to
straps &
hangers
ao
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FABRICATION AGREEMENT*
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DO -NOT SET TRUSSES USING THIS LAYOUT
••'usELAYour wlTiiTxussesTnserTrtuz�3
CHAMBERS TRUSS INC
3105 Oleander Avenue
Fort'Plarce; Florida 349824425
800-5932
Fort Pierce 7rl-4W 2012 Fax 772485-MI
- -- Vero Beach 7l2d11,912 StuaR 1/2-2864102 `
.e..�aw.wwaumebc7nl bt4'MY i,'
rrn- Arc;hivel±t'v or Arvhitent'a rapra+tpntative's
Whop drawing appfwval is NOT h
"double Check" of the cantrnetor,
,. A�
The contractor eh ll remain responslhle
XANNE(; for Checking field measurements and
BY other construction criteria. Architect-.,
St Lucie County approval covers general roof shape,
review of truss strapping, and loading on
structure froAlravi ty and moltt loads and
theirtivc to ati ns92.0/93.2 MM 4.2'l�provedBy_���. `�
DESIGN CRITERIA r—Braden :& Brad�e�n�A���I.A. P.A.
_ County SAINT LUCIE
Building Department SAINT LUCIE COUNTY
Wind Design Criteria ASCE 7-2014
Wind Design Method Main Wind Force Resisting
3H :�
Roofing Material Shingle or Shake
°. Loading in PSF Roof R.D.L
Top Chord Live 20
C,I �°, I Top Chord Dead 7 4.2
Bottom Chord Live 10 Non -Concurrent
c — c — Bottom Chord Dead 10 3
®I c ` I TOTAL Load 37 7.2
w -• _. I Duration Factor 1.25
m is Wind Speed 165mph
.. a
Top Chord C.B. Sheeting by builder.
!� r Bottom Chord C.B. Sheeting by builder.
~ Highest Mean Height 14'-0e
Building Type ENCLOSED
Building Category II:Non Restrictiv
Exposure Category C "
Barrier Island No ALE
Conforms to FBC 2014
13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
DesignCriteria 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 __SIC lc/y/,jj -
Date:04/24/12 Revised:10107/15
FOR
WYNNE BUILDING CORP.
DESCRIPTION:
62' GRAND CARLTON III
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 7 YPr3 /
M 11323 icG dro �o
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