HomeMy WebLinkAboutPROJECT DESCRIPTION & SPECIFICATIONSDc
cuSign Envelope ID: D950F3A6-BDF1-466A-9FF1-F90C9EC3293A
DocuSigned by:
� 869962AB01 A941 C...
MASTER BEDROOM
LIVING ROOM
Remove & Replace
DrywRemove Drywall �MEP oWo k ll as Needed for
(�) for MEP Work;
Wall to be Restored
Per Fire Wall Rating
Ceilings to be
00 Removed and
Replaced as
A Ceilings to be 00 O needed for MEP
Removed and
Replaced as
needed for MEP
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Remove & Replace
Drywall as Needed for
Remove Drywall MEP Work (Typ)
for MEP Work;
Wall to be Restored
Per Fire Wall Rating
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BEDROOM
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**It has been verified
that existing slabs above
and below unit are not
post —tensioned
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cuSign Envelope ID: D950F3A6-BDF1-466A-9FF1-F90C9EC3293A
Typical Drop —Down Ceiling Framing
25 Ga. Stud Runner Attached to
Clip Angle w/ (2) #7 Tek Screws
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25 Ga. 1j" Vertical Framing
Stud @ 16" o.c. Attached
to Steel Stud Runner w/
(3) #7 Tek Screws
25 Ga. 18" Horizontal. Framing Stud
16" o.c. Attached to Steel Stud Runner
w/ (3) #7 Tek Screws
18 Ga. L2"x2"x4" Clip Angle 0 16"o.c.
w/ 0.145"x0.5" Shot Pins @ 12"o.c.
d 4 —'--Existing Concrete Slab
Over Precast Form
Panels;
(No Post —Tension)
J" Drywall w/ #7-1"
Drywall Screws
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GENERAL STRUCTURAL NOTES
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Applicable Codes
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A. Construction shall be inLL
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accordance with the 7th Edition
of the 2020 Florida Building Code
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and ASCE 7-16. The above shall
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govern except where other
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applicable codes or the
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construction drawings are more
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restrictive.
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Metal Framing
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A. Studs shall be 25 gauge metal
ra., or)r,
and meet the Steel Stud
Section
A —A Fire Wall
Manufacturers Association
Standards.
B. End studs shall be seated firmly
in the top and bottom runner
Existing Reinforced
tracks.
Concrete Slab;
(No Post -Tension)
C. All lateral bracing must be
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fastened at the time wall is
erected.
D. Use a minimum of 3 Studs at
I=
25 Ga. 1j"x1j" wall corners and intersections.
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Drop Down
E. All screw connections are based
Ceiling Framing
on CCFSS Technical Bulletin Vol. 2
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w/ J" Type
No. 1 which outlines the AISI
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Y Drywall;
Specifications for screw
As Needed
connections. A J" clearance must
be maintained from all edges of
steel members.
Type 'x' Drywall or
F. Power driven fastener system,
a Cement Board over 1" PT
expansion anchors, masonry
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Furring Strips @ 16" o.c.
screws, and adhesive anhor
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10" Reinforced
system connections are based on
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Concrete
°
literature published by Hilti
Shear wall
Fastening System, Inc. Alternate
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fasteners in accordance to Hilti
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specifications are acceptable.
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A
Neighboring Remodel Unit
Typical Ceiling Framing Unit Bathroom
25 Ga. Stud Runner Attached to
Clip Angle w/ (2) #7 Tek Screws
0
25 Ga. 1 j" Framing Stud 0 16"
o.c. Attached to Steel Stud
Runner w/ (3) #7 Tek Screws
(-18 Ga. L2"x2"x4" Clip Angle @ 16"o.c.
w/ 0.145"x0.5" Shot Pins ® 12"o.c. Existing Reinforced
Concrete Slab; a
a (No Post —Tension) 4-Hour Fire Resistance Rating
10" Carbonate Aggregate
Existing Concrete Slab Concrete w/ Type Y Drywall
Over Precast Form Panels; Over 1" PT Furring Strip
(No Post —Tension)
�- DocuSigned by: (ACI 216.1 M-7)
J" Drywall w/ #7-1"
Drywall Screws
DocuSigned by:
869962A601 A941 C...
Verification of Construction Conditions
A. Dimensions and elevations of
construction are for bidding only.
B. Contractor shall inspect existing
conditions and verify dimensions,
elevations, etc.. which affect the
scope on the construction
drawings.
C. The Engineer of Record shall be
notified of any variations or
discrepancies on the construction
drawings. Any variations of the
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constructions drawings without the
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Engineer of Record consent are
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the responsibility of the
contractor and owner.
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D. The construction drawings depict
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a finished product and all
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temporary bracing and means and
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methods of construction are the
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responsibility of the Contractor.
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E. All framing, drywall, and insulation
21'39
products shall be furnished and
installed in accordance to all
applicable governing codes and
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manufacturer specifications.