HomeMy WebLinkAboutHolden Condo Remodel_Plans SS DocuSign Envelope ID: EF08F412-6A38-4A11-80E0-A7216B314EB5 E
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Wall to be Restored N
Per Fire Wall Rating
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No 73135
**It has been verified = +� w Z
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that existing slabs above * `:+- .: ❑ O o
and below unit are not =v: + :� o
post—tensioned �O'. STATE of :�: = U =
DocuSigned by: :y�Fs <o a 031
869962A601 A941 C... + c'
DocuSign Envelope ID: EF08F412-6A38-4A11-80E0-A7216B314EB5 E
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Section A— A Fire Wall Section B—B Fire Wall
GENERAL STRUCTURAL NOTES ��d®
Applicable Codes �a
Existing Reinforced A. Construction shall be in J �y
Existing Reinforced Concrete Slab; accordance with the 7th Edition ( WW
Concrete Slab; W a 0
(No Post—Tension) of the 2020 Florida Building Code
e • (No Post—Tension) • °• a and ASCE 7-16. The above shall 'o
govern except where other � w Q
applicable codes or the a&o
construction drawings are more
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restrictive. N N�
25 Go. 1 j"x1 j" Drop Q 0 °
Existing 25 Ga. Down Ceiling Framing < uj n
Top Channel Metal Framina a OLm�
w/ J" Drywall or N S Nr,
Cement Board A. Studs shall be 25 gauge metal 0
Typical 25 Ga. 1g"x1j" Drop and meet the Steel Stud
Down Ceiling Framing R-11 Batts Insulation Manufacturers Association
w/ J" Type Y Drywall or (to bear UL Standards.
Cement Board; As Needed Classification Mark) B. End studs shall be seated firmly
° Type 'x' Drywall or in the top and bottom runner
8" Reinforced Cement Board over 1" PT tracks.
" Type Y Drywall or Concrete CMU Wall a Furring Strips ® 16" o.c. C. All lateral bracing must be
Cement Board over 1" PT 25 Ga. Metal fastened at the time wall is
Furring Strips ® 16" o.c. Studs ® 16" o.c. erected. s
D. Use a minimum of 3 Studs at
wall corners and intersections. a
Neighboring � ----,Remodel Unit
E. All screw connections are based "
9 Unit Bathroom on CCFSS Technical Bulletin Vol. 2 e
Remodel Unit Neighbor Unit a
No. 1 which outlines the AISI m
Specifications for screw w e
connections. A J" clearance must "
Existing 25 Ga. be maintained from all edges of
Existing Reinforced Bottom Channel
steel members.
Concrete Slab; F. Power driven fastener system,
(No Post—Tension) ° expansion anchors, masonry
2—Hour Fire Resistance Ratina screws, and adhesive anhorLU
• 8" Carbonate Aggregate system connections are based on o
4 4literature published by Hilti
UL DESIGN U419 Concrete w/ Type Y Drywall Fastening System, Inc. Alternate
WALL RATING — 1 HOUR Over 4" PT Furring Strip & fasteners in accordance to Hilti w
R-3 Insulation specifications are acceptable. o
Existing Reinforced ACI 216.1 M-7
Typical Drop— Down Ceiling Framing Concrete Slab; Verification of Construction Conditions
(No Post—Tension) A. Dimensions and elevations of
construction are for bidding only.
B. Contractor shall inspect existing
25 Ga. Stud Runner Attached to 18 Ga. L2"x2"x4" Clip Angle ® 16"o.c. conditions and verify dimensions,
Clip Angle w/ (2) #7 Tek Screws w/ 0.145"x0.5" Shot Pins ® 12"o.c. elevations, etc.. which affect the M
scope on the construction
Typical Ceiling Framing drawings. LL
a C. The Engineer of Record shall be
a 4 Existing Concrete slab notified of any variations or
discrepancies on the construction
Over Precast Form 25 Ga. Stud Runner Attached to p
Panels; 18 Ga. L2"x2"x4" Clip Angle ® 16"o.c. drawings. Any variations of the
(No Post—Tension) Clip Angle w/ (2) #7 Tek Screws w/ 0.145"x0.5" Shot Pins ® 12"o.c. constructions drawings without the
Engineer of Record consent are J °
° the responsibility of the p o
contractor and owner.
D. The construction drawings depict � g o
DocuSi ned by:
Existing Concrete Slab
25 Ga. 1 Vertical Framing Docusignedby- 9 d Over Precast Form Panels; a finished product and all w W
Stud C� 16" o.c. Attached (No Post—Tension) temporary bracing and means and °
to Steel Stud Runner w ,,Vq?,r.E uliV�i W v
/ GE O methods of construction are the O
P
(3) #7 Tek Screws 869962AB01A941C... �E ..
��CENSF•yy�i responsibility of the Contractor. Z 0
No 73135 Z E. All framing, drywall, and insulation o z0 0
• - products shall be furnished and o U N
s9 STATE OF :•��
;o�%. �.A,; installed in accordance to all
F •<oa1o:'�; 25 Go. 1g" Framing Stud ® 16" applicable governing codes and 21-031
'SS;°NA;�;01 o.c. Attached to Steel Stud " Drywall w/ #7-1" PP 9 9
25 Ga. 1 Drywall #7-1"j" Horizontal. Framing Stud ® D Runner w/ (3 7 Tek Screws Drywall Screws manufacturer specifications.
16" o.c. Attached to Steel Stud Runner ) #
w/ (3) #7 Tek Screws Drywall Screws S-2