HomeMy WebLinkAboutTRUSS DRAWING=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 CENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
® IF MULTIPLE PLY. All
n!
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
30' SpAl an or less 30' to 60' Span
0 degrees Spreader Bar
or less
S -112—►
g Line span approx.
Truss must be set this way if crane used.
Truss is an exomple, your truss may not match.
tsist crane operator sets truss this way.
hag—Approx 2/3 tom
Lire 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
Q are installed.
AIR H�.N�LfcF2 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.
Carrying Girder
Nails must be as
shove. Guide tabs c
Dome angle nails.
SEAT PLATES BY CHAMBERS
ZD
Inv
NN INDICATES LOAD BEARING WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-l"
ABOVE FINISHED FLOOR
12
4.00 t—
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-1"
TYPICAL END DETAIL
12
4.00 F___
— 8�1"
1z _ z.00
upset--1/4" heel=3 15/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-1"
END DETAIL: A
Ll
ARRANGE WITH CRA
E 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
j
GARAGE RIGHT
FABRICATION AGREEMENT
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CHAMBERS TRUSS INC
3105 Oleander Aiienue
Fort Plercei Florida 348824423
800-551.5932
Fort Played 77245-M2 pax 7T146is-mi
- -- Vero Beach TT!:58940` 2 shod '772286.3202
ur�L pre.: pre.: W**$ rep r.: _.: _/.
..Frop curavrir.9 approval is NOT a
"double cheek". of the Contractor.
The contractor s: 01 remain responsible
for checking field rr,e "Mcnants and
other eonstructi,,vt criteria. Architect's
approval covers general roof shape,
r^ .�Y, review of truss strapping, and loading on
yu�� 1 structure from ravity and uplift loads and
9 V their r s active loclittiorls.
Approved By:
Dale:
9Z.0/93.2 MITEK 4.2 _ araden & Braden A.I.A. P.A.
DESIGN CRITERIA
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
a}rl �' Loading in PSF Roof R.D.L.
R a , Top Chord Live 20
"' I o I Top Chord Dead 7 4.2
w 1,� o Bottom Chord Live 10 Non -Concurrent
c Bottom Chord Dead 10 3
of c TOTAL Load 37 7.2
w -• �. I Duration Factor 1.25
m Wind Speed 165mph
Top Chord C.B. Sheeting by builder.
Bottom Chord C.B. Sheeting by builder.
3 Highest Mean Height W-W
v Building Type ENCLOSED
Building Category II:Non Restrictive
Exposure Category C
Barrier Island No
Conforms to FBC 2014
R.D.L: Restraini Dead Load C.B.=Continuous Brad
Verify DESIGN CRITERIA shown above with the*
building department and your engineer.
Design Criteria is the responsibility of the
W
Ill
13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT'
Chambers Truss Inc. Drawing Name: M11323
Scale: 1 /4 = 1'
72 total trusses, 13 different trusses.
MI 4: SAE ACAD: SAE Reviewed By:__gZC lc/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 -7 T
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