HomeMy WebLinkAboutAPPROVED Posny Floor Plan(1)e
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**It has been verified
that existing slabs aboves
and below unit are not
post —tensioned
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Ceilings to be
Removed and
Reframed
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Remove Drywall
for MEP Work;
Wall to be Restored, • �,-_-
Per Fire Wall Rating Q' =:r W
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Typical Ceiling Framing
25 Go. Stud Runner Attached to
Clip Angle w/ (2) #7 Tek Screws
18 Go. L2"x2"x4" Clip Angle ® 16"o.c.
w/ 0.145"x0.5" Shot Pins ® 12"o.c.
Existing Reinforced
d Concrete Slab;
(No Post —Tension)
25 Go. 11" Framing Stud @ 16"
o.c. Attached to Steel Stud
Runner w/ (3) #7 Tek Screws
J" Drywall w/ #7-1"
Drywall Screws
GENERAL STRUCTURAL NOTES
Applicable Codes
A. Construction shall be in accordance with the
2014 Edition of the Florida Building Code and
ASCE 7-10. The above shall govern except where
other applicable codes or the construction
Section
A —A Fire Wall
drawings are more restrictive.
Metal Framing
A. Studs shall be 25 gauge metal and meet the
Existing Reinforced
4—Hour Fire Resistance Rating
Steel Stud Manufacturers Association Standards.
Concrete Slab;
(No Post —Tension)
10" Carbonate Aggregate
B. End studs shall be seated firmly in the top and
,.:
Concrete w� Type 'X' Drywall
bottom runner tracks.
Over 1" PT Furring Strip
C. All lateral bracing must be fastened at the time
wall is erected.
(ACI 216.1M-7)
D. Use a minimum of 3 Studs at wall corners and
intersections.
E. All screw connections are based on CCFSS
Technical Bulletin Vol. 2 No. 1 which outlines the
AISI Specifications for screw connections. A i"
clearance must be maintained from all edges of
Type 'X' Drywall
steel members.
over 1" PT Furring
F. Provide wind anchors at supports for all roof
Strips ® 16" o.c.
joists and truss rafters. Anchors/Fasteners shall
a
be Simpson brand or approved equal.
G. Power driven fastener system, expansion anchors,
10" Reinforced
masonry screws, and adhesive anhor system
Concrete
°. 25 Go. 1i"x3j"
connections are based on literature published by
Shear Wall
Metal Studs ®
Hilti Fastening System, Inc. Alternate fasteners in
16" o.c.
accordance to Hilti specifications are acceptable.
°
Verification of Construction Conditions
Neighboring
Remodel Unit
A. Dimensions and elevations of construction are
Unit
Bathroom
for bidding only.
B. Contractor shall inspect existing conditions and
verify dimensions, elevations, etc.. which affect
25 Ga. 1F"x14"
the scope on the construction drawings.
Bottom Channel
C. The Engineer of Record shall be notified of any
Existing Reinforced
w/ 1j" Tapcon or
variations or discrepancies on the construction
Concrete Slab;
a Concrete anchor
drawings. Any variations of the constructions
(No Post —Tension)
® 12" o.c.
drawings without the Engineer of Record consent
are the responsibility of the contractor and
'
owner.
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D. The construction drawings depict a finished
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product and all temporary bracing and means
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and methods of construction are the
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responsibility of the Contractor.
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E. All Roofing and Window Products shall be
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furnished and installed in accordance to all
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applicable governing codes and manufacturer
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specifications.
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