HomeMy WebLinkAboutAPPROVED Donohue Master Bathroom Remodel_Plans SS DocuSign Envelope ID:7822C85F-E2DE-4C65-BOEO-193B78E29C3F E
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MASTER BATH
Remove Gypsum Board
1 for MEP Work; Wall to
KITCHEN be Restored Per Fire
P Wall Rating
MASTER BEDROOM
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$ 8
Ceilings to be
Removed and _
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Replaced as Needed
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LIVING ROOM
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BEDROOM
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GUEST 1 0
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BATH LL
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��.•�oP�E.N rq4f,,•• **It has been verified that existing W
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% slabs above and below unit are not
No 73135 = _
post—tensioned ° Q
%'0 STATE OF •11/�
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DocuSign Envelope ID:7822C85F-E2DE-4C65-BOEO-193B78E29C3F E
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GENERAL STRUCTURAL NOTES J LLQ
Typical Drop— Down Ceiling Framing N WW
Applicable Codes n
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A. Construction shall be in accordance 'E
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with the 7th Edition of the 2020 Uj
25 Ga. Stud Runner Attached to 18 Ga. L2"x2"x4" Cli An le 16"o.c. w a om
P 9 Florida Building Code and ASCE 7-16. 10
Clip Angle w/ (2) #7 Tek Screws w 0.145"xO.5" Shot Pins @ 12"o.c. z are
/ The above shall govern except where ,�, a d
other applicable codes or the a 0_0
construction drawings are more
a a restrictive. N o Nn
d 4 Existing Concrete Slab
Over Precast Form Section A— A Fire Wall Metal Framing-
Panels; A. Studs shall be 25 gauge metal and
(No Post—Tension)
meet the Steel Stud Manufacturers
Association Standards.
Existing Reinforced B. End studs shall be seated firmly in the
Concrete Slab; top and bottom runner tracks.
25 Ga. 18" Vertical Framing (No Post-Tension) C. All lateral bracing must be fastened at
Stud @ 16" o.c. Attached • G - the time wall is erected. s
to Steel Stud Runner w/ D. Use a minimum of 3 Studs at wall S9
(3) #7 Tek Screws corners and intersections.
E. All screw connections are based on
CCFSS Technical Bulletin Vol. 2 No. 1 $ a
Existing 25 Ga. which outlines the AISI Specifications
Top Channel
for screw connections. A 4" clearance
Typical 25 Ga. 1jx1j Drop must be maintained from all edges of
25 Ga. 1j" Horizontal. Framing Stud " " o
g" Drywall w/ #7-1" steel members.
16" o.c. Attached to Steel Stud Runner Drywall Screws Down Ceiling Framing R-11 Batts Insulation F. Power driven fastener system, expansion
w/ (3) #7 Tek Screws w/ 8" Type Y Drywall (to bear UL
or Cement Board Classification Mark) anchors, masonry screws, and adhesive
anhor system connections are based on U)
literature published by Hilti Fastening
System, Inc. Alternate fasteners in °
" Type Y Drywall or accordance to Hilti specifications are
Cement Board over 1" PT Studs 16" o.c.25 Go. Metal W
st acceptable.
Furring Strips ® 16" o.c. w
Verification of Construction Conditions °
A. Dimensions and elevations of
Remodel Unit Neighbor Unit construction are for bidding only.
Typical Ceiling Fram i ng B. Contractor shall inspect existing
conditions and verify dimensions,
elevations, etc.. which affect the scope
on the construction drawings. J
25 Go. Stud Runner Attached to 18 Go. 1_2"x2"x4" Clip Angle ® 16"o.c. Existing 25 Ga. C. The Engineer of Record shall be notified W
Clip Angle w/ (2) #7 Tek Screws w/ 0.145"x0.5" Shot Pins ® 12"o.c. Existing Reinforced Bottom Channel of any variations or discrepancies on 0
Concrete Slab; the construction drawings. Any
a (No Post-Tension) variations of the constructions drawingsLU
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without the Engineer of Record consent
a a are the responsibility of the contractor
Existing Concrete Slab
Q Over Precast Form Panels; UL DESIGN U419 and owner. 0
(No Post—Tension) WALL RATING - 1 HOUR D. The construction drawings depict a p
finished product and all temporary
bracing and means and methods of
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DocuSigned by: construction are the responsibility of W Q
the Contractor. ° m
p����pGE,O"'••., E. All framing, drywall, and insulationaf
25 Ga. 1 Framing Stud 16" Drywall w/ #7-1" ;` N��°�°•., products shall be furnished and W W
o.c. Attached to Steel Stud Drywall Screws No 73,3s 9 '? Installed in accordance to all applicable oCO
Runner w/ (3) #7 Tek Screws '* * _*: governing codes and manufacturer o 0 CQ
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STATE of specifications. -
DocuSigned by: �. p
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