HomeMy WebLinkAboutPlans**It has been verified
that existing slabs above and
below unit are not
post—tensioned
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`Ceilings to be
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Remove Drywall
for MEP Work;
Replace w/DensShield
Remove Drywall
for MEP Work;
Wall to be Restored
Per Fire Wall Rating
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Remove Drywall
for MEP Work;
Replace w/DensShieli
Ceilings to be
Removed and
Reframed
Remove Drywall
for MEP Work;
Wall to be Restored
Per Fire Wall Rating
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Typical Ceiling Framing
25 Go. Stud Runner Attached to
18 Go. L2"x2"x4" Clip Angle ® 16"o.c.
Clip Angle w/ (2) #7 Tek Screws
w/ 0.145"x0.5" Shot Pins ® 12"o.c.
Section A—A
Fire Wall
v
Existing Reinforced
d
Concrete Slab;
- a • •
.. _
(No Post—Tension)
25 Go. 1 J"x1 J"
Top Channel to Remain
25 Ga. 11" Framing Stud ® 16"
o.c. Attached to Steel Stud
25 Ga. 1�"x1i"
Runner w/ (3) #7 Tek Screws
Drywall Sc ews#7-1"
Drop Down
R-11 Batts Insulation
Ceiling Framing
(to bear UL
w/ I' Type
Classification Mark)
X' Drywall
Type 'X' Drywall
25 Go. Wx3j"
Metal Studs
16" o.c.
Ty.pical Drop—Down
Ceiling Framing_Remodel
Unit
Neighbor Unit
Bathroom
25 Ga. Stud Runner Attached to18
Clip Angle w/ (2) #7 Tek Screws 7
Go. L2"x2"x4" Clip Angle ® 16"o.c.
lr- w/ 0,145"x0.5" Shot Pins ® 12"o.c.
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25 Ga. 1r Vertical Framing
Stud ® 16" o.c. Attached
to Steel Stud Runner w/
(3) #7 Tek Screws
25 Go. 1j" Horizontal. Framing Stud
16" o.c. Attached to Steel Stud Runner
w/ (3) #7 Tek Screws
v Existing Reinforced
Concrete Slab;
(No Post—Tension)
�' Drywall w/ #7-1"
Drywall Screws
25 Go. 1 rx1 J"
Bottom Channel
to Remain
Existing Reinforced
Concrete Slab;
(No Post—Tension)
UL DESIGN U419
WALL RATING — 1 HOUR ttEt DZq��o��i
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GENERAL STRUCTURAL NOTES
Applicable Codes
A. Construction shall be in accordance with the
6th Edition of the 2017 Florida Building Code
and ASCE 7-10. The above shall govern
except where other applicable codes or the
construction drawings are more restrictive.
Metal Framing
A. Studs shall be 25 gauge metal and meet the
Steel Stud Manufacturers Association
Standards.
B. End studs shall be seated firmly in the top
and bottom runner tracks.
C. All lateral bracing must be fastened at the
time wall is erected.
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 J" clearance must be maintained from all
edges of steel members.
F. Provide wind anchors at supports for all roof
joists and truss rafters. Anchors/Fasteners
shall be Simpson brand or approved equal.
G. Power driven fastener system, expansion
anchors, masonry screws, and adhesive anhor
system connections are based on literature
published by Hilti Fastening System, Inc.
Alternate fasteners in accordance to Hilti
specifications are acceptable.
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
constructions drawings without the Engineer of
Record consent are the responsibility of the
contractor and owner.
D. The construction drawings depict a finished
product and all temporary bracing and means
and methods of construction are the
responsibility of the Contractor.
E. All framing, drywall, and insulation products
shall be furnished and installed in accordance
to all applicable governing codes and
manufacturer specifications.
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