Addendum_2_-_Updated_Drawings_Rocky_Point_Golf_Club_House_021425..pdf
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- Attached to
- Rocky Point Golf Course Clubhouse Renovation
- Solicitation number
- 24-06
- Issued by
- Florida
About this file
The provided document is a set of architectural drawings for the Rocky Point Golf Course Clubhouse Renovation project, prepared for the Tampa Sports Authority in Tampa, Florida. The project involves a comprehensive interior renovation of the existing clubhouse, with a focus on updating public and office spaces to improve functionality and comfort for staff and guests. The renovation encompasses approximately 2,976 square feet of sports bar area, 400 square feet of restrooms, 183 square feet of storage, 416 square feet of offices, and 708 square feet of pro shop space. The design includes updated finishes, millwork, lighting specifications, and is intended for recreational activities such as dining and retail.
The project adheres to multiple building codes, including the 2023 Florida Building Code, Florida Fire Prevention Code, and Americans with Disabilities Act (ADA) standards. The existing building is classified as an Assembly Group A, small assembly occupancy with a Type VI construction type, currently not sprinklered. The design aims to maintain the existing building's character while modernizing its interior. The drawings provide detailed plans for spatial layout, demolition, ceiling plans, interior elevations, and specific design elements such as bar areas, restrooms, and circulation spaces. The renovation includes provisions for accessibility, equipment placement, and aesthetic improvements to create a more inviting and functional clubhouse environment.
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Text version
1100 Superior Avenue - Suite 300 | Cleveland, OH 44114
(216) 861-2020 www.osborn-eng.com
PLAN
NORTHPROJECT
NORTH
DRAWING NO.
Unless otherwise stated in Contract, The Osborn Engineering Company retains copyright ownership.
Instruments of Service may only be used for the purpose described in the Contract. The Osborn Engineering Company may grant specific usage rights under license, and/ or may transfer copyright ownership/ assignment in writing. Reproduction, re-use or re-distribution of Instruments of Service is prohibited.
PROJ NO.
This item has been electronically signed and sealed by [LICENSEE NAME] using a Digital Signature and date. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
REVISIONS
SHEET NAME:
A B
E F
C D
KEY PLAN
ISSUE DATE:
ISSUED BY:
G-001
TAMPA SPORTS
AUTHORITY
TITLE SHEET
J-20221195.000
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02.14.2025
DRAWING
NO.
TITLE
GENERAL
G-001 TITLE SHEET
G-010 GENERAL NOTES
G-020 TYPICAL TOILET LAYOUTS AND ACCESSORIES
ARCHITECTURAL DEMOLITION
AD-101 DEMOLITION PLAN
AD-102 REFLECTED CEILING DEMOLITION PLAN
ARCHITECTURAL
A-101 OVERALL PLAN
A-102 ENLARGED SPORTS BAR FLOOR PLAN
A-103 ENLARGED SPORTS BAR REFLECTED CEILING PLAN
A-104 ENLARGED FLOOR PLAN AND REFLECTED CEILING PLAN
A-501 INTERIOR ELEVATIONS - BAR AREA
A-502 INTERIOR ELEVATIONS
A-503 ENLARGED INTERIOR ELEVATION
A-601 DETAILS
A-602 DETAILS
A-701 ROOM FINISH SCHEDULE, LEGEND, AND DOOR SCHEDULE
N
OWNER
ROCKY POINT GOLF COURSE
CONTACT: JIM GARRISON, 813.673.4317
ADDRESS:4151 DANA SHORES DR.
TAMPA, FL 33634
ROCKY POINT GOLF COURSE
CLUB HOUSE RENOVATION
4151 DANA SHORES DR.
TAMPA, FL 33634
N
VICINITY MAP
SITE MAP
CONTACT INFORMATION
PROJECT LOCATION
PROJECT LOCATION
DRAWING INDEX
ARCHITECT
FIRM: OSPORTS DBA OSBORN ENGINEERING
CONTACT: THOM CHUPARKOFF
ADDRESS: 400 N. TAMPA ST., SUITE 2230
TAMPA, FLORIDA 33602
PHONE: (813) 868 4100 X 6404
ENGINEER
FIRM: OSBORN ENGINEERING, LLC
CONTACT: ERIC REICHLING
ADDRESS: 400 N. TAMPA ST., SUITE 2230
TAMPA, FLORIDA 33602
PHONE: (813) 868 4100 X 6412
BUILDING CODE ANALYSIS
PROJECT DESCRIPTION :
THE PROPOSED PROJECT INCLUDE THE DESIGN FOR AN EXISTING CLUBHOUSE INTERIOR RENOVATION. THE FACILITY WILL BE UPDATED IN PUBLIC SPACES AND OFFICE SPACES TO MEET THE NEEDS OF OVERALL COMFORT AND FUNCTIONALITY FOR STAFF AND GUESTS. THE RENOVATION DESIGN INCLUDES UPDATED FINISHES, MILLWORK, LIGHTING SPECIFICATIONS. THE INTENDED USE OF THE
SPACES IS FOR RECREATIONAL ACTIVITIES, WHICH INCLUDE DINING, AND RETAIL.
APPLICABLE CODES:
· 2023 FLORIDA BUILDING CODE (FBC), BUILDING, 8TH EDITION OF FLORIDA BUILDING CODE
· 2023 FLORIDA FIRE PREVENTION CODE (FFPC), 8TH EDITION OF FLORIDA FIRE PREVENTION CODE, WHICH ADOPTS AND AMENDS
2021 EDITION NFPA 1, FIRE CODE, AND 2021 EDITION NFPA 101, LIFE SAFETY CODE
· 2023 FLORIDA BUILDING CODE, MECHANICAL, 8TH EDITION OF FLORIDA BUILDING CODE
· 2023 FLORIDA BUILDING CODE, PLUMBING, 8TH EDITION OF FLORIDA BUILDING CODE
· 2023 FLORIDA BUILDING CODE, FUEL GAS, 8TH EDITION OF FLORIDA BUILDING CODE
· 2020 NATIONAL ELECTRIC CODE
· 2010 AMERICANS WITH DISABILITIES ACT (ADA)
· 2023 FLORIDA BUILDING CODE, ACCESSIBILITY, 8TH EDITION OF FLORIDA BUILDING CODE
· REFERENCE STANDARDS FROM THE 2023 FLORIDA BUILDING & FIRE PREVENTION CODE
A. NFPA 13, INSTALLATION OF AUTOMATIC SPRINKLER SYSTEMS, 2019 EDITION
B. NFPA 72, NATIONAL FIRE ALARM CODE, 2019 EDITION
C. NFPA 102, GRANDSTANDS, FOLDING AND TELESCOPING SEATING, TENTS, AND MEMBRANE STRUCTURES, 2016 EDITION D. NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS
TAG ISSUED DATE
PRIMARY USE GROUP : ASSEMBLY GROUP A
SMALL ASSEMBLY OCCUPANCY - PRIVATE RECREATIONAL (UNCHANGED)
EXISTING CONSTRUCTION TYPE: TYPE VI
SPRINKLERED: NO
EXISTING BUILDING HEIGHT: 22.5'
TOTAL BUILDING AREA: 5578SF
RENOVATED AREAS:
SPORTS BAR: 2976SF
RESTROOMS: 400SF
STORAGE: 183SF
OFFICES: 416SF
PRO SHOP: 708SF
OCCUPANT LOADS:
SPORTS BAR: 198 PERSONS
PRO SHOP: 47 PERSONS
EXIT ACCESS TRAVEL DISTANCE: MAX DISTANCE OF 200 FT
1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND
CONDITIONS RELATED TO EXISTING CONSTRUCTION, EXISTING SERVICES, AND
THE SITE BEFORE BEGINNING WORK.
2. IF MATERIALS, QUANTITIES, STRENGTHS OR SIZES INDICATED BY THE DRAWINGS
OR SPECIFICATIONS ARE NOT IN AGREEMENT WITH THESE NOTES, THE BETTER
QUALITY AND/OR GREATER QUANTITY, STRENGTH OR SIZE INDICATED, SPECIFIED
OR NOTED SHALL BE PROVIDED.
1. GENERAL PROJECT NOTES ARE APPLICABLE TO ALL PROJECT AREAS.
2. THE CONTRACTOR SHALL GIVE NOTICES AND COMPLY WITH LAWS, ORDINANCES,
RULES, REGULATIONS AND ORDERS OF ANY PUBLIC AUTHORITY BEARING ON
THE WORK. IF THE CONTRACTOR OBSERVES THE CONTRACT DOCUMENTS ARE
AT VARIANCE WITH SUCH IN ANY RESPECT; PROMPTLY NOTIFY THE OWNER IN
WRITING, SUCH THAT ALL NECESSARY CHANGES CAN BE MADE. IF CONTRACTOR
KNOWINGLY PERFORMS ANY WORK CONTRARY TO SUCH WITHOUT NOTICE TO
THE OWNER, THEY SHALL ASSUME FULL RESPONSIBILITY THEREFORE AND
SHALL BEAR COST ATTRIBUTED THERETO.
3. ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN A NEAT AND ORDERLY
MANNER. MATERIALS SHALL BE NEW; SECONDHAND OR DAMAGED MATERIALS
SHALL NOT BE USED. CONTRACTOR IS RESPONSIBLE FOR THE SAFETY AND
CONDITION OF THE EQUIPMENT, MATERIALS AND SYSTEMS UNTIL FINAL
ACCEPTANCE OF THE SYSTEM.
4. THE CONTRACTOR IS TO APPROPRIATE STEPS TO PROTECT ALL EXISTING
FLOORING AND WALLS FROM DIRT AND DAMAGE. THE CONTRACTOR IS TO
MAINTAIN A CLEAN WORK AREA THROUGHOUT ALL ADJACENT SPACES DURING
CONSTRUCTION, AND BE RESPONSIBLE FOR CLEANING ALL AREAS AT THE END
OF EACH WORK DAY.
5. THE CONTRACTOR IS TO TAKE APPROPRIATE CARE IN REMOVAL OF ITEMS;
INCLUDING BUT NOT LIMITED TO LOCKERS, FIXTURES, AND APPLIANCES.
MAINTAIN PROPER CONDITION AND RETURN TO OWNER FOR STORAGE.
CONTRACTOR TO COORDINATE WITH OWNER FOR THE RETURN OF ALL
SALVAGEABLE ITEMS. THE OWNER RESERVES THE RIGHT OF FIRST REFUSAL OF
ALL BUILDING MATERIALS BEING REMOVED. IF DECLINED, THE CONTRACTOR
SHALL DISPOSE OF MATERIAL IN ACCORDANCE WITH APPLICABLE FEDERAL,
STATE, AND LOCAL LAWS AND REGULATIONS.
6. WHEN REFERRING TO SCOPE OF WORK; THE WORDS "PROVIDE", "INSTALL", AND
"REPLACE" INDIVIDUALLY SHALL BE ASSUMED TO MEAN THAT THE CONTRACTOR
IS TO REMOVE ANY EXISTING ITEMS, PROVIDE NEW ITEMS, AND INSTALL NEW
ITEMS - UNLESS EXPRESSLY INDICATED OTHERWISE.
7. FILL AND PATCH ALL OPENINGS RESULTING FROM DEMOLITION AND
CONSTRUCTION TO WALLS, FLOORS, AND CEILINGS. PATCH TO MATCH EXISTING
FINISHES. CONTRACTOR TO MAINTAIN ALL FIRE RATINGS REQUIRED BY
GOVERNING BUILDING CODE REGARDLESS OF EXISTING CONDITIONS. TYPICAL
ENTIRE PROJECT AREA.
8. ALL EXISTING STRUCTURE TO REMAIN. CONTRACTOR SHALL TAKE APPROPRIATE
CARE NOT TO DAMAGE EXISTING STRUCTURE.
9. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CLEARANCES AND ALL EXISTING
FIELD CONDITIONS BEFORE STARTING CONSTRUCTION. COMMENCEMENT OF
WORK CONSTITUTES ACCEPTANCE OF CONDITIONS. SHOULD DIFFERENT
CONDITIONS BE ENCOUNTERED, CONTACT THE ARCHITECT BEFORE
PROCEEDING WITH WORK.
10. ALL DIMENSIONS ARE TO FINISH FACE OF WALL, UNLESS SPECIFICALLY NOTED
OTHERWISE.
11. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM HE
ARCHITECT BEFORE CONTINUING WITH WORK.
12. WHEN MODIFYING ANY PART OF AN EXISTING WALL OR ANY ITEM ATTACHED TO
A WALL, THE ENTIRE SURFACE IS TO BE PAINTED FROM CORNER TO CORNER,
U.N.O.
13. REFER TO PLANS, INTERIOR ELEVATIONS AND WALL TYPE DETAILS FOR NEW
WALLS, FLOORS AND CEILING FINISHES AND CONSTRUCTION.
14. UPON COMPLETION, CONTRACTOR IS RESPONSIBLE TO THOROUGHLY CLEAN
ENTIRE PROJECT AREA, IN ORDER TO PREPARE IT FOR IMMEDIATE USE.
15. IN AREAS WHERE NEW FLOORING AND BASE IS BEING PROVIDED AND
INSTALLED (BOTH NEW AND PATCHED AREAS); THE CONTRACTOR IS TO
PREPARE SUBSTRATE TO RECEIVE NEW MATERIALS AS RECOMMENDED BY THE
MANUFACTURER.
EARTH
GRAVEL, STONE, OR DRAINAGE FILL
CONCRETE
GYPSUM BOARD, SAND, OR GROUT
WOOD ELEVATION/SECTION
PLYWOOD
CONCRETE MASONRY UNITS (CMU)
FACE BRICK
RIGID INSULATION
BATT INSULATION
WOOD BLOCKING
ROUGH WOOD
SECTION IDENTIFICATION
DETAIL IDENTIFICATION
EXTERIOR ELEVATION
IDENTIFICATION
ROOM NAME & NUMBER
DOOR NUMBER
KEYNOTE INDICATOR
PARTITION TYPE INDICATOR
LEVEL INDICATOR
EGRESS TAG
SIM
X
X-XXX
SHEET ON WHICH
DETAIL IS SHOWN
DETAIL NUMBER
INDICATES DETAIL IS
SIMILAR TO CALL OUT (IF
APPLICABLE)
XXX
DOOR NUMBER
SIM
X
X-XXX
SHEET ON WHICH
SECTION IS SHOWN
SECTION NUMBER
INDICATES SECTION IS
SIMILAR TO CALL OUT (IF
APPLICABLE)
INTERIOR ELEVATION IDENTIFICATION
X
X-XXX
SHEET ON WHICH ELEVATION IS
SHOWN
ELEVATION NUMBER
DIRECTION FROM WHICH
ELEVATION IS VIEWED
X-XXX
SHEET ON WHICH ELEVATION IS
SHOWN
ELEVATION NUMBER
DIRECTION FROM WHICH
ELEVATION IS VIEWED
X
X
X X
ROOM
NAME
XXX
XXXX SF
ROOM NUMBER
ROOM NET SQUARE FOOTAGE
(IF APPLICABLE)
XX
XXXX
WALL TYPE
PARAPET
615.75'
LEVEL
ELEVATION
REQUIRED CAPACITY
CALCULATED EXIT WIDTH
REQUIRED (IN.)
36"36"
ACUTAL CAPACITY
EXIT WIDTH PROVIDED
(IN.)
VERTICAL TRAVEL COMPONENT
REQUIRED CAPACITY
CALCULATED EXIT WIDTH
REQUIRED (IN.)
32"30"
ACUTAL CAPACITY
EXIT WIDTH PROVIDED
(IN.)
HORIZONTAL TRAVEL COMPONENT
1100 Superior Avenue - Suite 300 | Cleveland, OH 44114
(216) 861-2020 www.osborn-eng.com
PLAN
NORTHPROJECT
NORTH
DRAWING NO.
Unless otherwise stated in Contract, The Osborn Engineering Company retains copyright ownership.
Instruments of Service may only be used for the purpose described in the Contract. The Osborn Engineering Company may grant specific usage rights under license, and/ or may transfer copyright ownership/ assignment in writing. Reproduction, re-use or re-distribution of Instruments of Service is prohibited.
PROJ NO.
This item has been electronically signed and sealed by [LICENSEE NAME] using a Digital Signature and date. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
REVISIONS
SHEET NAME:
A B
E F
C D
KEY PLAN
ISSUE DATE:
ISSUED BY:
G-010
TAMPA SPORTS
AUTHORITY
GENERAL NOTES
J-20221195.000
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02.14.2025
JOINT JT
JANITOR JAN JOIST JST
J's
INFORMATION INFO INVERT INV West or Wide or Width W WOOD WD
INCLUDE(D), (ING) INCL INTERIOR INT WELDED WIRE FABRIC WWF WITHOUT W/O
INCH IN INSULATION INSUL WEIGHT WT WITHIN W/I
ICE MAKER ICE INSIDE DIAMETER / DIMENSION ID WEATHER RESISTANT BARRIER WRB WITH W/
I's WATERPROOF WP WINDOW WNDW
HIGH POINT HP WALL CLEANOUT WCO WEST/WIDE/WIDTH W
HIGH H HOUR HR W's
HEIGHT HT HOT WATER HW VERIFY IN FIELD VIF
HEATING, VENTILATION & AIR CONDITIONING HVAC HOSE BIBB HB VENT STACK VS VOLUME VOL
HEATING HTG HORIZONTAL HORIZ VAPOR RETARDER VR VESTIBULE VEST
HEAD HD HOLLOW METAL HORIZONTAL HEIGHT HM HORIZ HT VAPOR PERMEABLE AIR BARRIER VPAB VERTICAL VERT
HARDWOOD HDWD HOLLOW METAL HM V's
HARDWARE HDWR HOLLOW CORE HC UNIT VENTILATOR UV UNLESS NOTED OTHERWISE UNO
H's U's
GENERAL CONTRACTOR GC TOP OF CURB TC
GAUGE GA GYPSUM BOARD GYP BD TOP OF CONCRETE TOC TYPICAL TYP
GARBAGE DISPOSAL GD GROUND FACE CONCRETE MASONRY UNIT GFCMU TOP OF TO TWO-WAY COMMUNICATION TWC
GALVANIZED GALV GLASS GL TOP AND BOTTOM T&B TREAD T
G's TONGUE AND GROOVE T&G TOP OF WALL TOW
FIRE HOSE CABINET FHC FURRING FURR TOILET TLT TOP OF SLAB OR TOP OF STEEL TOS
FIRE EXTINGUISHER CABINET FEC FURNISHINGS, FIXTURES, EQUIPMENT FFE THICK/THICKNESS THK TOP OF PARAPET TOP
FIRE EXTINGUISHER BRACKET FEB FUNNEL FLOOR DRAIN FFD TEMPERED TEMP or T TOP OF MASONRY TOM
FIRE EXTINGUISHER FE FRAME FR (FRM) TELEVISION TV TOP OF FOOTING TOF
FIRE DEPARTMENT CONNECTION FDC FOUNDATION FDN TELEPONE TEL TOP OF DECK TOD
FIRE ALARM PANEL FAP FOOTING FTG T's
FINISH FLOOR FF/FIN FL FOOT/FEET FT SQUARE SQ
FINISH FIN FOOT OR FEET FT SPRINKLER HEAD SPHD SYSTEM SYS
FINISH FIN FLOOR SINK FS SPECIFICATION(S) SPEC(S) SYMMETRY(ICAL) SYMM
FIELD VERIFY FV FLOOR DRAIN FD SPEAKER SPKR SUPPLY AIR SA
FIBER REINFORCED PLASTIC FRP FLOOR CLEANOUT FCO SPACE SP STRUCTURE/STRUCTURAL STRUCT
FACE OF STUD FOS FLOOR FLR SOUTH S STORM DRAIN SD
FACE OF FINISH FOF FIRE VALVE CONNECTION FVC SOLID CORE SC STORAGE STOR
FACE OF CONCRETE FOC FIRE RETARDANT TREATED FRT SIMILAR SIM STEEL STL
F's SHOWER SH STANDARD STD
ENERGY MANAGEMENT SYSTEM PC EMS SHEET SHT STAINLESS STEEL SS or STN STL
ELEVATOR STATUS PANEL ESP EXTERIOR INSULATION FINISH SYSTEM EIFS SECTION SECT SQUARE YARD(S) SY(SQYD)
ELEVATOR ELEV EXTERIOR EXT SCHEDULE SCHD SQUARE INCH(ES) SI
ELEVATION EL EXTENSION EXTN SANITARY SAN SQUARE FOOT/FEET SF
ELECTRICAL PANEL BOARD EP EXPANSION JOINT EJ S's
ELECTRICAL ELEC EXPANSION EXP RETURN AIR RA
ELECTRIC WATER COOLER EWC EXISTING EXIST REQUIRED REQD ROUGH OPENING RO
EDGE OF SLAB EOS EXISTING EXIST REINFORCING REINF ROOM RM
EAST E EXHAUST EXH REFRIGERATOR REFRIG ROOF DRAIN RD
EACH WAY EW EQUIPMENT EQUIP REFLECTED CEILING PLAN RCP RISER OR RADIUS R
EACH FACE EF EQUAL EQ REFERENCE REF RISER R
EACH EA ENGINEER ENGR RADIUS RAD/R REVISION(S) REV
E's R's
DISH WASHER DRAWING(S) DW DWG(S) Quantity QTY
DIMENSION DIM DRINKING FOUNTAIN DF Q's
DIAMETER DIA/Ø DRAWING DWG POINT OF CONNECTION POC PUBLIC ADDRESS PA
DETAIL DTL DOWN SPOUT DS PLYWOOD PLYWD PROPERTY LINE PL
DEPTH/DEEP D DOWN DN PLUMBING PLUMB PREFABRICATED PREFAB
DEPARTMENT DEPT DOUBLE DBL PLATE � or PL PRECAST CONCRETE PC
DEMOLITION DEMO DOOR DR PLASTER PLAS POWDER ACTUATED FASTENER PAF
DEGREE ° DIVISION DIV PANEL JOINT PJ POUNDS PER SQUARE INCH PSI
DEAD LOAD DL DISHWASHER DW PANEL PNL POUNDS PER SQUARE FOOT PSF
D's PAIR PR POUND LB/#
CLOSET CLO CORRIDOR COOR PAINT PT POLISHED POL
CLEAR CLR CORNER GUARD CG P's
CLEANOUT CO COPIER COPY OUNCE oz OVERHEAD COILING GRILLE OCG
CHANNEL [ CONTROL JOINT CJ OPPOSITE HAND OH OVERHEAD COILING DOOR OCD
CENTIMETER CM CONTRACTOR CONTR OPPOSITE OPP OVERHEAD OVH
CENTER TO CENTER C TO C CONTINUOUS/CONTINUE CONT OPENING OPNG OVER-FLOW ROOF DRAIN ORD
CENTER LINE ℄ or CL CONSTRUCTION CONSTR OPEN TO BELOW OTB OVER-FLOW DRAIN OFD
CENTER CTR CONNECTION CONN ON CENTER OC OUTSIDE DIAMETER OD
CEMENTITIOUS WOOD FIBER CWF CONCRETE MASONRY UN T CMU OFFICE OFF OUT TO OUT O TO O
CEILING CLG CONCRETE CONC O's
CAST IRON CI COMPACTED/COMPACTOR COMP NOT APPLICABLE N/A NUMBER OR POUND #
CAST- IN-PLACE C P COLUMN COL NORTH N NUMBER NO/#
CARD READER CR COLD-FORMED FRAMING CFF NOMINAL NOM NOT TO SCALE NTS
CABINET HEATER CH COLD WATER CW NATIONAL PIPE STANDARDS NPS NOT IN CONTRACT NIC
C's N's
BOARD BD BUILT-UP ROOF BUR MECHANICAL MECH MOUNTED MTD
BLOCKING BLKG BUILDING BLDG MAXIMUM MAX MODIFIED MOD
BITUMINOUS BIT BRICK BRK MATERIAL MATL MISCELLANEOUS MISC
BEARING BRG BOTTOM OF STEEL BOS MASONRY OPENING MO MINIMUM MIN
BEAM BM BOTTOM OF BO MASONRY MAS MICROWAVE MICRO
BACK TO BACK B TO B BOTTOM BOT MANUFACTURER MFR METER M
B's MANHOLE MH METAL MTL
ANCHOR BOLT AB M's
ALUMINUM ALUM AUTOMATED EXTERNAL DEFIBULLATOR AED LIGHT WEIGHT CONCRETE LWC LOUVER LVR
ALTERNATE ALT AUDIO/VISUAL AV LIGHT (LIGHTING) LT (LTG) LONG WAY LW
AIR HANDLING UNIT (RE: MECH) AHU AT @ LENGTH L LONG LEG VERTICAL LLV
ADJACENT ADJ AREA DRAIN AD LAVATORY LAV LONG LEG HORIZONTAL LLH
ACOUSTICAL ACOUST ARCHITECTURAL ARCH LAMINATED LAM LIVE LOAD LL
ACRE AC APPROXIMATE APPROX L's
ACCESS PANEL AP ANGLE � KNOCK DOWN KD
ABOVE FINISH FLOOR AFF AND & KITCHEN KIT KNOCKOUT KO
A's K's
GENERAL CONDITION NOTES
GENERAL PROJECT NOTES
ABBREVIATIONSDRAWING SYMBOL LEGEND
DRAWING MATERIAL LEGEND
TAG ISSUED DATE
FLUSH VALVE HANDLE
AT OPEN SIDE OF WC
FIN FL
7"
48"
42"
R E
F
LE
C T
IV
E
S U
R F
A C
E
3'
/2
M A
X
CENTER MIRROR ON
LAVATORY
18" X 36"
6"
LAV
3'
1"
2'
M
IN LINES OF KNEE AND TOE
CLEARANCE
WALL HUNG LAV
TA09
FIN FL
4"
1' - 5"
TA11
TA06
TA01
10" MAX ENCROACHMENT INTO
PROVIDED KNEE SPACE
2' - 1" MIN
3' - 4"
LAV
67" M
IN DIA CLEAR
30" X 52" W
HEELCHAIR SPACE
TA05
TA05
TA01
2'
0"
6" 8" MIN3"
TA06
4"
LE
A
D
IN
G E
D G
E
O F
W C
FIN FL
TA04
WOMEN'S ONLY
2'
1"
T O
S E
A T
1'
3' - 4"
3'
2'
0"
18"
TA11
TA05
TA02
8"
TA09
TA05
TA05
TA05
PLAN
LAVATORY
FAUCET
1' - 3" MIN
2' - 6" MINFAUCET
LAVATORY
LINES OF KNEE AND
TOE CLEARANCE
FIN FL
SECTION
2'
M
IN
9"
2'
T O
C O
U N
T E
R
U N
D E
R M
O U
N T
S
IN
K
2'
0"
T O
R
IM
O F
S
IN
K
D R
O P
IN
S
IN
K
TA06
6"
3'
6" MAX 8" MAX3"
FIN FL
2' - 6" MIN
EQ EQ
1' - 11"
1'
M A
X
5'
M
IN
PARITIONS
SIDE ELEVATION
ACCESSIBLE URINAL TYPICAL URINALS
1'
FIN FL
2' - 7"
EQ EQ
FLUSH VALVE HANDLE
AT OPEN SIDE OF WC
FIN FL
7"
4"
1' - 6"
COAT HOOK @ 4' - 0"
WALL
WALL
ON BOTH SIDES ARE < 12" ABOVE FLOOR
7' - 2" CLEAR WHEN PARTITIONS OR WALLS
IF
N
O T
O E
C
LE
A R
A N
C E
A T
F R
O N
T
5'
9" C
LE
A
R
2'-10" CLEAR
4" MAX
OR 4' - 8" MIN
NOTE: ACCESSIBLE TOILET STALLS TYPE "D" APPLIES WHEN WALLS OR PARITIONS ARE LESS THAN 12 INCHES TO THE FLOOR.
LE
A
D
IN
G E
D G
E
O F
W C
FIN FL
WOMEN'S ONLY
2'
1"
T O
S E
A T
1'
3' - 4"
3'
2'
0"
18"
TA11
TA05
TA02
8"
48"
42"
TA05
TA04
TA05
TA05
TA05
LAV
S
IN
K C
LE
A
R
4'
SINK CLEAR
2' - 6"
TOILET CLEARANCE
5' - 0"
67" CLEAR
TURNING
RADIUS
30"X48"
CLEAR
AREA
LINES OF KNEE AND TOE
CLEARANCE
FIN FL
SIDE ELEVATION
WALL HUNG LAV OR
WASH FOUNTAIN
FIN FL
LAVATORY
FRONT ELEVATION
FIN FL
SINK
FRONT ELEVATION
18" X 36"
CENTER MIRROR ON
FAUCET
R E
F
LE
C T
IV
E
S U
R F
A C
E
3'
/2
LAV
UNDERLAVATORY
GUARD TYP
18" X 36"
CENTER MIRROR ON
FAUCET
R E
F
LE
C T
IV
E
S U
R F
A C
E
3'
/2
9"
2'
M
IN
2'
0"
1' - 3"
2'
0"
4"
TA06
TA09
2'
0"
4"
TA06
6"
NOTE: MINIMUM SPACING OF LAVATORIES IS 30" OC.
TA09 TA09
LE
A
D
IN
G E
D G
E
O F
W C
WC TYP
1'
M
IN
5'
TOILET
COMPARTMENT
PARTITION TYP
FIN FL
SIDE ELEVATION
FIN FL
ELEVATION PLAN
WOMEN'S ONLY
1"
2'
3'
1"
CENTER
DISPENSER ON
WC
COAT HOOK
@ 5' - 4" AFF
8"
T O
S E
A T
1'
TA02
TA03
3' - 0"
EQ EQ
TA04
FIN FL
24" X 72"
18" X 36"
SOAP DISPENSER
3'
/2
M A
X
OVER-LAVATORY
MIRROR
REFLECTIVE
SURFACE
REFLECTIVE SURFACE
FULL-LENGTH
MIRROR
UTILITY HOOK OR
TOWEL PIN
3'
F O
R A
C C
E S
S
IB
LE
H
E
IG
H T
6'
3'
A T
A C
C E
S S
S H
O W
E R
S
3'
1/
2" A
T L
A V
A T
O R
IE
S
TA06
TA09
TA11
ELEVATION
FIN FL
PAPER TOWEL DISPENSER /
WASTE RECEPTACLE
TA01
TA10
T O
H
IG
H E
S T
O P
E R
A B
L E
P A
R T
30" X 52" CLEAR AREA
ACCESSIBLE FOUNTAIN /
BOTTLE FILLERSTANDING
FOUNTAIN
1. ACCESSORY TAGS REFER TO ACCESSORIES SCHEDULED IN
SPECIFICATION SECTION 10 28 00 TOILET, BATH, AND LAUNDRY
ACCESSORIES.
2. MULTIPLE TAGS REFERRING TO A SINGLE ACCESSORY REPRESENT
OPTIONS OR VARIOUS MOUNTING CONDITIONS. THE OPTIONS AND
MOUNTING TYPE ARE DEFINED WITHIN THE SPECIFICATION SECTION
OR ON FLOOR PLANS.
3. DIMENSIONS NOTED AS "CLEAR" ARE TO FACE OF FINISH MATERIALS.
4. LAVATORIES AND SINKS SHALL BE 34" MAXIMUM ABOVE THE FINISH
FLOOR MEASURED TO THE HIGHER OF THE SINK RIM OR COUNTER
SURFACE.
5. INSULATION KITS FOR LAVATORY AND SINK WASTE AND SUPPLY LINES
WHERE EXPOSED.
6. LAYOUTS ARE DIAGRAMMATIC. SEE FLOOR PLANS FOR EXACT
CONFIGURATIONS.
TA01 COMBINATION TOWEL (FOLDED) DISPENSER / WASTE
RECEPTACLE
TA02 MULTI-ROLL TOILET TISSUE DISPENSER
TA03 SURFACE MOUNTED TOILET SEAT-COVER DISPENSER
TA04 SURFACE MOUNTED SANITARY-NAPKIN DISPOSAL UNIT
TA05 GRAB BARS
TA06 WALL MOUNTED LIQUID-SOAP DISPENSER
TA07 COUNTER MOUNTED LIQUID-SOAP DISPENSER
TA08 SURFACE MOUNTED BABY-CHANGING STATION, HORIZONTAL
TA09 MIRROR 18" X 36"
TA10 MIRROR 24" X 72"
TA11 TOWEL PIN OR CLOTHES HOOK
1/2" = 1'-0"
TYPICAL FAMILY TOILET LAYOUT
1/2" = 1'-0"
COUNTER LAVATORY
1/2" = 1'-0"
URINALS & URINAL PARTITIONS2
1/2" = 1'-0"
ACCESSIBLE TOILET STALLS TYPE "D"
1/2" = 1'-0"
TYPICAL WALL MOUNT SINK & LAVATORY
1/2" = 1'-0"
TYPICAL TOILET STALL TYPE 'A'
1/2" = 1'-0"
ACCESSORY MOUNTING HEIGHTS
1100 Superior Avenue - Suite 300 | Cleveland, OH 44114
(216) 861-2020 www.osborn-eng.com
PLAN
NORTHPROJECT
NORTH
DRAWING NO.
Unless otherwise stated in Contract, The Osborn Engineering Company retains copyright ownership.
Instruments of Service may only be used for the purpose described in the Contract. The Osborn Engineering Company may grant specific usage rights under license, and/ or may transfer copyright ownership/ assignment in writing. Reproduction, re-use or re-distribution of Instruments of Service is prohibited.
PROJ NO.
This item has been electronically signed and sealed by [LICENSEE NAME] using a Digital Signature and date. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
REVISIONS
SHEET NAME:
A B
E F
C D
KEY PLAN
ISSUE DATE:
ISSUED BY:
G-020
TAMPA SPORTS
AUTHORITY
TYPICAL TOILET
LAYOUTS AND
ACCESSORIES
J-20221195.000
R O
C K
Y P
O
IN
T G
O L F
C L U
B H
O U
S E
A R
C H
IT
E
C T
U R
A L
B
ID
S E
T
D A
N A
S H
O R
E S
D R
02.14.2025
GENERAL NOTES
ACCESSORIES LEGEND
TAG ISSUED DATE
1/2" = 1'-0"
DRINKING FOUNTAINS / BOTTLE
PRO SHOP
CORRIDOR
STORAGE
MENS RR
WOMENS RR
SPORTS BAR
KITCHEN
STORAGE
MECH
TELE/ELEC
OFFICE
OFFICE
JC
7"
EXISTING PATIO
TO REMAIN AS IS
14 9
14 10 9
3' - 8" 2"
EXISTING METAL
SHELVING TO BE
REMOVED.
COORDINATE
WITH OWNER
EXISTING REACH IN
COOLER. REFER TO
FLOOR PLAN FOR
RELOCATION
DESTINATION
EXISTING KEGERATOR
LOCATION, REFER TO FLOOR
PLAN FOR RELOCATION
DESTINATION
EXISTING POS STATION,
DISCONNECT AND PROTECT. REFER
TO FLOOR PLAN FOR RELOCATION
DESTINATION
EXISTING FLOOR DRAIN TO REMAIN
TO THE EXTENT REQUIRED TRENCH FOR
NEW SODA LINE CONDUIT RUNS, BACKFILL
WITH CLEAN COMPACTED SAND, VAPOR
BARRIER, AND NON-SHRINK CONCRETE
EXISTING COLUMNS TO REMAIN. PROTECT
FROM DAMAGE, TYP.
EXISTING SODA
MACHINE TO BE
RELOCATED
24"x72
96"x27"
1. ALL DEMOLITION WORK REQUIRED IS NOT NECESSARILY LIMITED TO WHAT IS
SHOWN ON THE DEMOLITION PLAN. THE INTENT IS TO REMOVE ALL MECHANICAL,
ELECTRICAL, AND ARCHITECTURAL ITEMS AS REQUIRED TO FACILITATE NEW
CONSTRUCTION.
2. CONTRACTOR SHALL PROVIDE TEMPORARY DUSTPROOF PARTITIONS WITH DOORS
AT LOCATIONS INDICATED AND/OR AS REQUIRED TO ADEQUATELY SEPARATE
OCCUPIED AREAS FROM CONSTRUCTION HAZARDS, NOISE AND/OR DUST. REFER
TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. COORDINATE ALL LOCATIONS
WITH ARCHITECT'S/OWNER'S REPRESENTATIVE.
3. CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL MEANS OF EGRESS AND ALL
FIRE PROTECTION FEATURES FOR PORTIONS OF THE BUILDING THAT REMAIN
OCCUPIED DURING CONSTRUCTION.
4. COORDINATE SCOPE AND EXTENT OF DEMOLITION WITH NEW WORK PLANS AND
DETAILS.
5. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE DEMOLITION
PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF THE EXISTING BUILDING
AND ITS COMPONENT PARTS DURING DEMOLITION AND FUTURE ERECTION. THIS IS
INCLUDED, BUT IS NOT LIMITED TO, THE ADDITION OF ANY AND ALL TEMPORARY
BRACING, GUYS OR TIE-DOWNS WHICH MAY BE NECESSARY. SUCH MATERIAL
SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR
AFTER COMPLETION OF THE PROJECT.
6. THE CONTRACTOR SHALL SUPPORT, BRACE AND SECURE EXISTING STRUCTURE AS
REQUIRED. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY OF THE
EXISTING BUILDING DURING DEMOLITION AND CONSTRUCTION. FIELD VERIFY ALL
EXISTING DIMENSIONS, ELEVATIONS AND CONDITIONS WHICH AFFECT THE
DEMOLITION AND NEW CONSTRUCTION.
7. THE EXTEND OF THE WORK SHOWN SHALL INCLUDE REMOVAL AND DISPOSAL, OFF
SITE, OF THE ELEMENTS INDICATED WITHIN THESE DEMOTION DRAWINGS, UNLESS
NOTED OTHERWISE.
8. THE EXISTING STRUCTURE SHALL BE DISASSEMBLED IN A MANNER WHICH DOES
NOT DAMAGE OR DEFORM ANY EXISTING STRUCTURE TO REMAIN. EXISTING SLABS
SHALL BE SAWCUT IN A MANNER WHICH DOES NOT CAUSE THE SLAB SUPPORTING
MEMBER TO BE CUT OR DAMAGED.
9. CONFORM TO ALL APPLICABLE TO CODES FOR DEMOLITION OF STRUCTURES,
SAFETY OF EXISTING AND ADJACENT STRUCTURES, DUST CONTROL, AND
DISPOSAL.
10. USE OF EXPLOSIVES SHALL NOT BE PERMITTED.
11. EXISTING SLABS SHALL BE CORE DRILLED AT RE-ENTRANT CORNERS OF NEW
FLOOR OPENINGS TO PREVENT OVER CUTTING.
12. THE DEMOLISHED STRUCTURE SHALL BE REDUCED TO A WEIGHT AND
TRANSPORTED ACROSS THE EXISTING STRUCTURE IN A MANNER WHICH DOES
NOT OVERSTRESS THE EXISTING BUILDING STRUCTURE.
13. FRAMING SHALL BE REMOVED ONLY AFTER THE LOAD SUPPORTED BY THAT
FRAMING IS REMOVED. THE FRAMING REMOVAL PROCESS SHALL NOT DEFORM OR
INDUCE STRESS TO EXISTING FRAMING TO REMAIN.
14. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CLEARANCES AND ALL
EXISTING FIELD CONDITIONS BEFORE STARTING CONSTRUCTION.
COMMENCEMENT OF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS. SHOULD
DIFFERENT CONDITIONS BE ENCOUNTERED, CONTACT THE ARCHITECT BEFORE
PROCEEDING WITH WORK.
15. FILL AND PATCH ALL OPENINGS RESULTING FROM DEMOLITION. PATCH TO MATCH
EXISTING FINISHES. CONTRACTOR TO MAINTAIN REQUIRED FIRE RATED
ASSEMBLIES.
16. ALL EXISTING STRUCTURE TO REMAIN. REMOVE ALL FINISHES, ETC AS INDICATED.
17. ALL ABANDONED OR OTHERWISE OBSOLETE CONDUITS, DUCTWORK, HANGERS,
AND ACCESSORIES ARE TO BE REMOVED FROM WORK AREA.
18. AREAS SHOWN FOR REMOVAL ARE INDICATED SCHEMATICALLY AND ARE
APPROXIMATELY ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS
AND METHODS OF REMOVAL. WHEN REMOVING PORTIONS OF MATERIALS,
CONTRACTOR TO TAKE APPROPRIATE CARE NOT TO DAMAGE ANY EXISTING
STRUCTURAL CONDITIONS, OR OTHER INTEGRAL BUILDING COMPONENTS. PATCH
ALL AREAS TO MATCH EXISTING CONDITIONS AND FINISHES.
19. REFER TO MECHANICAL ROOF PLAN FOR LOCATIONS OF NEW ROOF OPENINGS.
20. REFER TO OTHER DISCIPLINE DRAWINGS FOR FURTHER DEMOLITION
INFORMATION.
NOT IN SCOPE
EXISTING TO REMAIN
EXISTING TO BE DEMOLISHED
1100 Superior Avenue - Suite 300 | Cleveland, OH 44114
(216) 861-2020 www.osborn-eng.com
PLAN
NORTHPROJECT
NORTH
DRAWING NO.
Unless otherwise stated in Contract, The Osborn Engineering Company retains copyright ownership.
Instruments of Service may only be used for the purpose described in the Contract. The Osborn Engineering Company may grant specific usage rights under license, and/ or may transfer copyright ownership/ assignment in writing. Reproduction, re-use or re-distribution of Instruments of Service is prohibited.
PROJ NO.
This item has been electronically signed and sealed by [LICENSEE NAME] using a Digital Signature and date. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
REVISIONS
SHEET NAME:
A B
E F
C D
KEY PLAN
ISSUE DATE:
ISSUED BY:
AD-101
TAMPA SPORTS
AUTHORITY
DEMOLITION PLAN
J-20221195.000
R O
C K
Y P
O
IN
T G
O L F
C L U
B H
O U
S E
A R
C H
IT
E
C T
U R
A L
B
ID
S E
T
D A
N A
S H
O R
E S
D R
02.14.2025
1/8" = 1'-0"
OVERALL CLUBHOUSE DEMOLITION PLAN
REMOVE EXISTING GYP BD PARTITION WALL AS SHOWN.
REMOVE EXISTING FLOORING AND BASE
REMOVE EXISTING BAR IN ITS ENTIRETY.
SAWCUT EXISTING GYP BD PARTITION. PREP TO RECIEVE NEW DOOR.
REMOVE EXISTING LOCKERS.
REMOVE EXISTING SHOWERS.
REMOVE EXISTING ACOUSTICAL TILE CEILING, GRID, AND CEILING LIGHTING
REMOVE EXISTING DOOR AND FRAME. RETURN CORES TO OWNER.
REMOVE EXISTING LAVATORY, COUNTERTOP, AND MILLWORK
REMOVE EXISTING PLUMBING FIXTURES AND WALL MOUNTED ACCESSORIES.
REMOVE EXISTING OVERHEAD DOOR. PATCH AND REPAIR OPENING AS NEEDED
TO RECEIVE NEW DOOR.
EXISTING ARCHWAYS TO BE SQUARED. REFER TO
ELEVATIONS EXTENTS OF NEW WORK.
PORTION OF EXISTING GYP. BOARD CEILING
TO BE REMOVED IN PREPARATION FOR
INSTALLATION OF NEW BACKLIT
PANELS. COORDINATE EXTENTS
WITH NEW WORK.
REMOVE EXISTING CONCRETE CURB,
AND BUILT-IN BENCHES. PREPARE
SURFACE FOR PROPOSED FINISH.
DEMOLITION NOTES
DEMOLITION LEGEND
DEMOLITION KEYNOTES
TAG ISSUED DATE
1. ALL DEMOLITION WORK REQUIRED IS NOT NECESSARILY LIMITED TO WHAT IS
SHOWN ON THE DEMOLITION PLAN. THE INTENT IS TO REMOVE ALL MECHANICAL,
ELECTRICAL, AND ARCHITECTURAL ITEMS AS REQUIRED TO FACILITATE NEW
CONSTRUCTION.
2. CONTRACTOR SHALL PROVIDE TEMPORARY DUSTPROOF PARTITIONS WITH DOORS
AT LOCATIONS INDICATED AND/OR AS REQUIRED TO ADEQUATELY SEPARATE
OCCUPIED AREAS FROM CONSTRUCTION HAZARDS, NOISE AND/OR DUST. REFER
TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. COORDINATE ALL LOCATIONS
WITH ARCHITECT'S/OWNER'S REPRESENTATIVE.
3. CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL MEANS OF EGRESS AND ALL
FIRE PROTECTION FEATURES FOR PORTIONS OF THE BUILDING THAT REMAIN
OCCUPIED DURING CONSTRUCTION.
4. COORDINATE SCOPE AND EXTENT OF DEMOLITION WITH NEW WORK PLANS AND
DETAILS.
5. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE DEMOLITION
PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF THE EXISTING BUILDING
AND ITS COMPONENT PARTS DURING DEMOLITION AND FUTURE ERECTION. THIS IS
INCLUDED, BUT IS NOT LIMITED TO, THE ADDITION OF ANY AND ALL TEMPORARY
BRACING, GUYS OR TIE-DOWNS WHICH MAY BE NECESSARY. SUCH MATERIAL
SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR
AFTER COMPLETION OF THE PROJECT.
6. THE CONTRACTOR SHALL SUPPORT, BRACE AND SECURE EXISTING STRUCTURE AS
REQUIRED. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY OF THE
EXISTING BUILDING DURING DEMOLITION AND CONSTRUCTION. FIELD VERIFY ALL
EXISTING DIMENSIONS, ELEVATIONS AND CONDITIONS WHICH AFFECT THE
DEMOLITION AND NEW CONSTRUCTION.
7. THE EXTEND OF THE WORK SHOWN SHALL INCLUDE REMOVAL AND DISPOSAL, OFF
SITE, OF THE ELEMENTS INDICATED WITHIN THESE DEMOTION DRAWINGS, UNLESS
NOTED OTHERWISE.
8. THE EXISTING STRUCTURE SHALL BE DISASSEMBLED IN A MANNER WHICH DOES
NOT DAMAGE OR DEFORM ANY EXISTING STRUCTURE TO REMAIN. EXISTING SLABS
SHALL BE SAWCUT IN A MANNER WHICH DOES NOT CAUSE THE SLAB SUPPORTING
MEMBER TO BE CUT OR DAMAGED.
9. CONFORM TO ALL APPLICABLE TO CODES FOR DEMOLITION OF STRUCTURES,
SAFETY OF EXISTING AND ADJACENT STRUCTURES, DUST CONTROL, AND
DISPOSAL.
10. USE OF EXPLOSIVES SHALL NOT BE PERMITTED.
11. EXISTING SLABS SHALL BE CORE DRILLED AT RE-ENTRANT CORNERS OF NEW
FLOOR OPENINGS TO PREVENT OVER CUTTING.
12. THE DEMOLISHED STRUCTURE SHALL BE REDUCED TO A WEIGHT AND
TRANSPORTED ACROSS THE EXISTING STRUCTURE IN A MANNER WHICH DOES
NOT OVERSTRESS THE EXISTING BUILDING STRUCTURE.
13. FRAMING SHALL BE REMOVED ONLY AFTER THE LOAD SUPPORTED BY THAT
FRAMING IS REMOVED. THE FRAMING REMOVAL PROCESS SHALL NOT DEFORM OR
INDUCE STRESS TO EXISTING FRAMING TO REMAIN.
14. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CLEARANCES AND ALL
EXISTING FIELD CONDITIONS BEFORE STARTING CONSTRUCTION.
COMMENCEMENT OF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS. SHOULD
DIFFERENT CONDITIONS BE ENCOUNTERED, CONTACT THE ARCHITECT BEFORE
PROCEEDING WITH WORK.
15. FILL AND PATCH ALL OPENINGS RESULTING FROM DEMOLITION. PATCH TO MATCH
EXISTING FINISHES. CONTRACTOR TO MAINTAIN REQUIRED FIRE RATED
ASSEMBLIES.
16. ALL EXISTING STRUCTURE TO REMAIN. REMOVE ALL FINISHES, ETC AS INDICATED.
17. ALL ABANDONED OR OTHERWISE OBSOLETE CONDUITS, DUCTWORK, HANGERS,
AND ACCESSORIES ARE TO BE REMOVED FROM WORK AREA.
18. AREAS SHOWN FOR REMOVAL ARE INDICATED SCHEMATICALLY AND ARE
APPROXIMATELY ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS
AND METHODS OF REMOVAL. WHEN REMOVING PORTIONS OF MATERIALS,
CONTRACTOR TO TAKE APPROPRIATE CARE NOT TO DAMAGE ANY EXISTING
STRUCTURAL CONDITIONS, OR OTHER INTEGRAL BUILDING COMPONENTS. PATCH
ALL AREAS TO MATCH EXISTING CONDITIONS AND FINISHES.
19. REFER TO MECHANICAL ROOF PLAN FOR LOCATIONS OF NEW ROOF OPENINGS.
20. REFER TO OTHER DISCIPLINE DRAWINGS FOR FURTHER DEMOLITION
INFORMATION.
NOT IN SCOPE
EXISTING TO REMAIN
EXISTING TO BE DEMOLISHED
EXISTING LIGHTING TO
REMAIN 12
ALIGN
EXISTING LIGHTING TO
REMAIN
7'
1/ 2"
6'
EXISTING LIGHTING
TO REMAIN
14 1
REMOVE EXISTING GYP BD PARTITION WALL AS SHOWN.
REMOVE EXISTING FLOORING AND BASE
REMOVE EXISTING BAR IN ITS ENTIRETY.
SAWCUT EXISTING GYP BD PARTITION. PREP TO RECIEVE NEW DOOR.
REMOVE EXISTING LOCKERS.
REMOVE EXISTING SHOWERS.
REMOVE EXISTING ACOUSTICAL TILE CEILING, GRID, AND CEILING LIGHTING
REMOVE EXISTING DOOR AND FRAME. RETURN CORES TO OWNER.
REMOVE EXISTING LAVATORY, COUNTERTOP, AND MILLWORK
REMOVE EXISTING PLUMBING FIXTURES AND WALL MOUNTED ACCESSORIES.
REMOVE EXISTING OVERHEAD DOOR. PATCH AND REPAIR OPENING AS NEEDED
TO RECEIVE NEW DOOR.
EXISTING ARCHWAYS TO BE SQUARED. REFER TO
ELEVATIONS EXTENTS OF NEW WORK.
PORTION OF EXISTING GYP. BOARD CEILING
TO BE REMOVED IN PREPARATION FOR
INSTALLATION OF NEW BACKLIT
PANELS. COORDINATE EXTENTS
WITH NEW WORK.
REMOVE EXISTING GYP. BOARD CEILING
AS REQUIRED FOR NEW WORK. PATCH
AND REPAIR AS NEEDED. COORDINATE
WITH NEW LIGHTING LAYOUT.
DEMOLITION KEYNOTES
1100 Superior Avenue - Suite 300 | Cleveland, OH 44114
(216) 861-2020 www.osborn-eng.com
PLAN
NORTHPROJECT
NORTH
DRAWING NO.
Unless otherwise stated in Contract, The Osborn Engineering Company retains copyright ownership.
Instruments of Service may only be used for the purpose described in the Contract. The Osborn Engineering Company may grant specific usage rights under license, and/ or may transfer copyright ownership/ assignment in writing. Reproduction, re-use or re-distribution of Instruments of Service is prohibited.
PROJ NO.
This item has been electronically signed and sealed by [LICENSEE NAME] using a Digital Signature and date. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
REVISIONS
SHEET NAME:
A B
E F
C D
KEY PLAN
ISSUE DATE:
ISSUED BY:
AD-102
TAMPA SPORTS
AUTHORITY
REFLECTED CEILING
DEMOLITION PLAN
J-20221195.000
R O
C K
Y P
O
IN
T G
O L F
C L U
B H
O U
S E
A R
C H
IT
E
C T
U R
A L
B
ID
S E
T
D A
N A
S H
O R
E S
D R
TAMPA, FL.
02.14.2025
DEMOLITION NOTES
1/8" = 1'-0"
OVERALL REFLECTED CEILING DEMOLITION PLAN
DEMOLITION LEGEND
WOMENS RR
MENS RR
OFFICE
OFFICE
PRO SHOP
STORAGE
CORRIDOR
STORAGE
SPORTS BAR
KITCHEN
TELE/ELEC
MECH
JC
OFFICE
STORAGE
ADJUSTABLE
MOUNTED SHELVES
TV TV
TV
TV
NEW STARTER STAND
BY OWNER
ALL EXISTING EXTERIOR WINDOWS
AND WALLS TO REMAIN
EXISTING DOORS
TO REMAIN
*NOTE: SCOPE DOES NOT INCLUDE FF&E.
PLAN SHOWS SUGGESTED SEATING
ARRANGEMENT
EXISTING CABINET TO BE REFACED.
COUNTERTOP TO BE REPLACED
DRY FOOD STOR.
EXISTING PATIO TO REMAIN
AC UNIT
A-102
A-104
EXISTING CABINET TO BE REFACED.
COUNTERTOP TO BE REPLACED
CLEARANCE
5' MIN.
PROVIDE AIR-TIGHT SEAL AT EXISTING
DOOR AND SIDELIGHT FRAMES
PROVIDE AIR-TIGHT SEAL AT DOOR
AND SIDELIGHT FRAMES
PROVIDE AIR-TIGHT
SEAL AT EXISTING
DOOR AND
SIDELIGHT FRAMES
NEW WALLS TO ALIGN
WITH EXISTING WALL
NEW MILLWORK
NEW PARTITION
NEW
MILLWORK
PT-2 INSIDE
NEW BACKLIT SIGNAGE
NOT IN SCOPE
NEW CONSTRUCTION
EXISTING TO REMAIN
FLOORING DIRECTION
1. COORDINATE THE INTERFACING OF ALL TRADES WITH RESPECT TO DELIVERY AND
INSTALLATION OF ALL FURNITURE, FURNISHINGS AND EQUIPMENT
2. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS BEFORE INSTALLATION.
CONSULT ARCHITECT WHEN ACTUAL FIELD CONDITIONS VARY FROM THOSE SHOWN
ON CONSTRUCTION DOCUMENTS.
3. COORDINATE LOCATIONS OF ALL REQUIRED UTILITIES WITH THE TRADE PROVIDING
THE SAME. REFER TO MECHANICAL, ELECTRICAL AND TECHNOLOGY DRAWINGS
FOR ADDITIONAL INFORMATION.
4. FURNITURE SHOWN FOR REFERENCE ONLY. FF&E IS NOT PART OF THIS PACKAGE.
5. REPAIR AND PAINT ALL INTERIOR GYP. BOARD WALLS AND APPLY NEW BASE PER
A-501.
6. CONTRACTOR TO PERFORM A TEST AND BALANCE ASSESSMENT TO EVALUATE THE
EXISTING HVAC SYSTEM TO IMPROVE THERMAL COMFORT AND SYSTEM
PERFORMANCE.
7. PATCH, PRIME AND PAINT DOORS AND FRAMES TO RECEIVE NEW PAINT COLOR.
GENERAL NOTES
1100 Superior Avenue - Suite 300 | Cleveland, OH 44114
(216) 861-2020 www.osborn-eng.com
PLAN
NORTHPROJECT
NORTH
DRAWING NO.
Unless otherwise stated in Contract, The Osborn Engineering Company retains copyright ownership.
Instruments of Service may only be used for the purpose described in the Contract. The Osborn Engineering Company may grant specific usage rights under license, and/ or may transfer copyright ownership/ assignment in writing. Reproduction, re-use or re-distribution of Instruments of Service is prohibited.
PROJ NO.
This item has been electronically signed and sealed by [LICENSEE NAME] using a Digital Signature and date. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
REVISIONS
SHEET NAME:
A B
E F
C D
KEY PLAN
ISSUE DATE:
ISSUED BY:
A-101
TAMPA SPORTS
AUTHORITY
OVERALL PLAN
J-20221195.000
R O
C K
Y P
O
IN
T G
O L F
C L U
B H
O U
S E
A R
C H
IT
E
C T
U R
A L
B
ID
S E
T
D A
N A
S H
O R
E S
D R
TAMPA, FL
33607
02.14.2025
1/8" = 1'-0"
OVERALL CLUBHOUSE FLOOR PLAN
FLOOR PLAN LEGEND
TAG ISSUED DATE
PATCH AND
PAINT DOOR AND
FRAME AT ALL
SIDES
LVT-1
LVT-1
CT-1
CT-1
CT-1
CT-2
CT-2
CT-1 CT-1
21' - 11"
SECTION
4' ADA 30' - 1 1/4"
3' - 4"24' - 10"27' - 9 1/2" 4'
SPORTS BAR
TV - BY
OWNER
TV - BY
OWNER
TV - BY OWNER
DRY FOOD STOR.
1A
1A 1A
1B
EXISTING OPENING TO REMAIN
TV - BY OWNER
EXISTING COLUMN,TYP.
ADJUSTABLE
MOUNTED SHELVES
TV - BY OWNER
TV - BY OWNER
TV - BY OWNER
TV - BY OWNER
ALL EXISTING WINDOWS
AND WALLS TO REMAIN
EXISTING
DOOR AND
FRAME TO
REMAIN, PT
BOTH SIDES
NEW CABINET FACE
AND COUNTERTOP NEW CABINET FACE AND COUNTERTOP
A-601
1' - 2"7' - 0"
A-501
9"
6'
/2
14' - 7 1/2"8' - 10"
2'
2'
A-5014
A-501
A-501
A-501 8
A-5015
M
IN
3'
A-501 5A-501 4
4"
SODA MACHINE:
PROVIDE WATER, POWER PER MANUF. SPECS
BACKFILL TRENCH WITH NON SHRINK CONC
OVER VAPOR BARRIER OVER CLEAN
COMPACTED FILL
POS STATION BY OWNER, COORDINATE WITH MANUF. SPECS ON LOW
VOLTAGE AND POWER NEEDS, TYP.
WATER/ICE
DISP.
PROVIDE HOLE IN COUNTERTOP FOR TRASH RECEPTACLE
BENEATH. COORDINATE EXACT LOCATION IN FIELD WITH
TRASH BIN AND OWNER ON HOLE LOCATION, TYP OF 2.
WATER/ICE DISPENSER BY OWNER.
COORDINATE WATER SUPPLY, DRAINAGE,
POWER WITH MANUF. SPECS. AND CONNECT
UTILITIES TO NEARBY PLUMB., DRAINS, ETC.
RELOCATED EXISTING
REACH-IN COOLER
RELOCATED EXISTING
2-TOWER KEGERATOR
OPEN
SHELVES
OPEN
SHELVES
OPEN
SHELVES
NOT IN SCOPE
NEW CONSTRUCTION
EXISTING TO REMAIN
FLOORING DIRECTION
3 5/8" MTL. STUDS SPACED @ 16"
O.C.
DEFLECTION TRACK TO ALLOW FOR 1"
MIN. OF DEFLECTION
ACOUSTICAL SEALANT BOTH
SIDES OF WALL
STRUCTURE ABOVE
CEILING LINE
EXTEND GYP. BD. TO STRUCTURE
ABOVE
5/8" GYP. BD. EACH SIDE OF WALL
FLOOR LINE
SEALANT BOTH SIDES OF WALL
5" NOM.
4 7/8"
1A
PARTITION - NON-FRR ACOUSTIC - GWB
5/8" GYP. BD. BOTH SIDES OF 3 5/8" MTL STUD
1B
PARTITION - NON-FRR ACOUSTIC - GWB
5/8" GYP. BD. BOTH SIDES OF 6" MTL STUD
1100 Superior Avenue - Suite 300 | Cleveland, OH 44114
(216) 861-2020 www.osborn-eng.com
PLAN
NORTHPROJECT
NORTH
DRAWING NO.
Unless otherwise stated in Contract, The Osborn Engineering Company retains copyright ownership.
Instruments of Service may only be used for the purpose described in the Contract. The Osborn Engineering Company may grant specific usage rights under license, and/ or may transfer copyright ownership/ assignment in writing. Reproduction, re-use or re-distribution of Instruments of Service is prohibited.
PROJ NO.
This item has been electronically signed and sealed by [LICENSEE NAME] using a Digital Signature and date. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
REVISIONS
SHEET NAME:
A B
E F
C D
KEY PLAN
ISSUE DATE:
ISSUED BY:
A-102
TAMPA SPORTS
AUTHORITY
ENLARGED SPORTS
BAR FLOOR PLAN
J-20221195.000
R O
C K
Y P
O
IN
T G
O L F
C L U
B H
O U
S E
A R
C H
IT
E
C T
U R
A L
B
ID
S E
T
D A
N A
S H
O R
E S
D R
02.14.2025
1/4" = 1'-0"
SPORTS BAR FLOOR PLAN
1. CONTRACTOR TO COORDINATE THE INTERFACING OF ALL TRADES WITH
RESPECT TO DELIVERY AND INSTALLATION OF ALL FURNITURE, FURNISHINGS
AND EQUIPMENT.
2. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS BEFORE INSTALLATION.
CONSULT ARCHITECT WHEN ACTUAL FIELD CONDITIONS VARY FROM THOSE
SHOWN ON CONSTRUCTION DOCUMENTS.
3. CONTRACTOR TO COORDINATE LOCATIONS OF ALL REQUIRED UTILITIES WITH
THE TRADE PROVIDING THE SAME. REFER TO MECHANICAL, ELECTRICAL AND
TECHNOLOGY DRAWINGS FOR ADDITIONAL INFORMATION.
4. REFER TO SHEET G-020 FOR TYPICAL MOUNTING HEIGHTS.
5. REFER TO SHEET A-601 FOR TYPICAL TOILET ROOM INTERIOR ELEVATIONS.
6. REFER TO A-700 SERIES DRAWINGS FOR DOOR AND WINDOW SCHEDULES.
PROVIDE GYPSUM BOARD CONTROL JOINTS AT ALL DOORS.
7. FURNITURE SHOWN IS FOR REFERENCE ONLY.
8. ALL INTERIOR DIMENSIONS ARE NOMINAL AND TO FACE OF PARTITION
ASSEMBLY OR COLUMN CENTERLINE. INTERIOR FINISHES ARE NOT SHOWN.
9. CLOCK RECEPTABLES AND WIRING TO BE PROVIDED AT TV LOCATIONS AS
REQUIRED.
10. ELECTRICAL WIRING AND PLUMBING TO BE PROVIDED AT NEW APPLIANCES AS
REQUIRED.
GENERAL FLOOR PLAN NOTES
WALL TYPES
TAG ISSUED DATE
1 Revision 1 2/11/20
FLOOR PLAN LEGEND
SPORTS BAR
CORRIDOR OFFICEWOMENS RRSTORAGE
DRY FOOD STOR.
10' - 0"8' - 0"8' - 0" 8' - 0"8' - 0"8' - 0"
EQ EQ
3' - 3"
3'
/4
6'
6'
6'
6'
E Q
E Q
5' - 7"
8' - 10"
31' - 7 1/2"
EXISTING LIGHTING TO REMAIN
EXISTING LIGHTING
TO REMAIN
A-103
CONTRACTOR TO VERIFY
EXISTING EXIT SIGN IN GOOD
OPERATING CONDITION, OR
PROVIDE NEW
2' LINEAR RECESSED LIGHT FIXTURE
MOISTURE RESISTANT 2' X 2' LAY-IN
ACOUSTIC CEILING PANELS
& CEILING GRID
BACKLIT DECORATIVE CEILING PANEL
SURFACE MOUNTED LIGHT FIXTURE
DIRECTIONAL TRACK LIGHT FIXTURE
6" SLIM EDGE CANLESS LED DOWNLIGHT
2'X2' RECESSED TROFFER LIGHT FIXTURE
2'X2' PLASTIC HVAC DIFFUSER SUPPLY GRILLE
6" PENDANT FIXTURE
2'x2' GRILLE RETURN
(NEW GRILLE TO CONNECT TO EXISTING
RELOCATED DUCT)
CEILING MOUNTED EXIT SIGN
NEW ELECTRIC FAN AND GRILLE TO
CONNECT TO EXISTING ELECTRICAL
AND DUCT
GYPSUM BOARD CEILING
1/2" GYP BOARD ON EXISTING TRUSS OR
FRAMING. FINISH AND PAINT WITH
EGGSHELL TEXTURE
1. CONTRACTOR TO COORDINATE THE INTERFACING OF ALL TRADES WITH
RESPECT TO DELIVERY AND INSTALLATION OF ALL FURNITURE, FIXTURES AND
EQUIPMENT
2. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS BEFORE INSTALLATION.
CONSULT ARCHITECT WHEN ACTUAL FIELD CONDITIONS VARY FROM THOSE
SHOWN ON CONSTRUCTION DOCUMENTS.
3. CONTRACTOR TO COORDINATE LOCATIONS OF ALL REQUIRED UTILITIES WITH
THE TRADE PROVIDING THE SAME. REFER TO MECHANICAL, ELECTRICAL AND
TECHNOLOGY DRAWINGS FOR ADDITIONAL INFORMATION.
4. CONTRACTOR TO COORDINATE THE REQUIRED NUMBER AND EXACT
LOCATIONS OF ALL ACCESS PANELS WITH ARCHITECT.
5. PROVIDE METAL STUD FRAMING HUNG FROM STRUCTURE ABOVE FOR SOFFITS.
6. TYPICAL SOFFIT HEIGHT IS 7'-2", UNLESS NOTED OTHERWISE.
7. WHERE GRID CEILING SYSTEMS MEET GYPSUM BOARD SOFFITS, GRID CEILING
ARE 2" ABOVE GYPSUM BOARD SOFFITS, UNLESS NOTED OTHERWISE.
8. PROVIDE GYPSUM BOARD CONTROL JOINTS.
9. PROVIDE COLD-FORMED METAL STUD FRAMING HUNG FROM STRUCTURE
ABOVE FOR EXTERIOR SUSPENDED CEILINGS.
10. CENTER LIGHTS AND DEVICES IN CEILING PANELS OR TILES, UNLESS NOTED
OTHERWISE.
11. PROVIDE ACOUSTICAL CEILING TILE SYSTEM CENTERED IN ROOM.
12. EXISTING HVAC DUCTWORK AND DIFFUSERS TO BE REPLACED IN KIND AND
INSTALLED IN NEW CEILING ALIGNED TO SAME LOCATION. VERIFY EXISTING
LOCATIONS AND QUANTITIES IN FIELD.
13. NEW ELECTRICAL WIRING TO BE PROVIDED AS NEEDED AT NEW LIGHT
FIXTURES.
GENERAL REFLECTED CEILING PLAN NOTES
ARKTURA CEILING PANEL,
PNL-1
ACOUSTICAL
CEILING TILE,
ACT-1
TRANSITION TRIM BY
ARMSTRONG:
AXTR4STR
4"
LINEAR RECESSED LIGHTING
1100 Superior Avenue - Suite 300 | Cleveland, OH 44114
(216) 861-2020 www.osborn-eng.com
PLAN
NORTHPROJECT
NORTH
DRAWING NO.
Unless otherwise stated in Contract, The Osborn Engineering Company retains copyright ownership.
Instruments of Service may only be used for the purpose described in the Contract. The Osborn Engineering Company may grant specific usage rights under license, and/ or may transfer copyright ownership/ assignment in writing. Reproduction, re-use or re-distribution of Instruments of Service is prohibited.
PROJ NO.
This item has been electronically signed and sealed by [LICENSEE NAME] using a Digital Signature and date. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
REVISIONS
SHEET NAME:
A B
E F
C D
KEY PLAN
ISSUE DATE:
ISSUED BY:
A-103
TAMPA SPORTS
AUTHORITY
ENLARGED SPORTS
BAR REFLECTED
CEILING PLAN
J-20221195.000
R O
C K
Y P
O
IN
T G
O L F
C L U
B H
O U
S E
A R
C H
IT
E
C T
U R
A L
B
ID
S E
T
D A
N A
S H
O R
E S
D R
02.14.2025
1/4" = 1'-0"
SPORTS BAR REFLECTED CEILING PLAN
REFLECTED CEILING PLAN LEGEND
1" = 1'-0"
CEILING PANEL TRANSITION DETAIL
A-502
A-502
11 12
A-502
7 8
LVT-1
PL-3
PT-6
PT-5
PT-5
PT-6
PT-6
PT-5
FT-2
1/ 4"
CORRIDOR
EXIT
10' - 0"
LVT-1
STORAGE
OFFICE
PRO SHOP
OFFICE
OFFICE
LVT-1CPT-1
FULL LENGTH
MIRROR
STORAGE
1B
1B WOMENS RR
MENS RR
JC
FULL LENGTH
MIRROR
1A
1A
1A
9'
3'
/2
4'
/4
ELKAY LZSTL8WSAP
DUAL WALL
MOUNTED DRINKING
FOUNTAINS WITH
BOTTLE FILLER
5' - 2 3/4"
/2
POS
STATIONS - BY
OWNER
A-503
PATCH AND
PAINT DOOR AND
FRAME AT ALL
SIDES.
4' - 1"
2'
1"
2'
4' - 1"
NOT IN SCOPE
6' - 1 1/2"
2' - 5 1/4"3' - 8 1/4"
2' - 11 1/2"
5' - 8 3/4"3' - 4 1/4"
3'
/4
2' - 6 3/4"4' - 7 1/2"4' - 7 1/2"3' - 4 1/4"
MENS RR
JC
WOMENS RR
CORRIDOR
OFFICE
PRO SHOP
OFFICE
STORAGE
OFFICE
EXISTING LIGHTING TO REMAIN
EXISTING LIGHTING TO REMAIN
8' - 10"
8' - 6"
8' - 6"
4' - 0" 4' - 0"
4' - 0" 4' - 0" 4' - 0" 4' - 0"
3'
/2
1'
3/ 4"
4' - 0"4' - 0"4' - 0"4' - 0"
EQ EQ EQ 2' - 10"
7'
1/ 4"
2'
4'
3'
3'
/4
EQEQ
9'
0"
6'
STORAGE
BACKLIT ENTRY SIGNAGE BY
OWNER. WIRING TO BE
PROVIDED AS REQUIRED.
CONTRACTOR TO VERIFY EXISTING
EXIT SIGN IS IN GOOD OPERATING
CONDITION, OR PROVIDE NEW WHERE
SHOWN, TYP.
EXISTING CEILING TO REMAIN
EXISTING CEILING TO REMAIN
PROPOSED LOCATION OF MINI SPLIT
CONDENING UNIT
2' LINEAR RECESSED LIGHT FIXTURE
MOISTURE RESISTANT 2' X 2' LAY-IN
ACOUSTIC CEILING PANELS
& CEILING GRID
BACKLIT DECORATIVE CEILING PANEL
SURFACE MOUNTED LIGHT FIXTURE
DIRECTIONAL TRACK LIGHT FIXTURE
6" SLIM EDGE CANLESS LED DOWNLIGHT
2'X2' RECESSED TROFFER LIGHT FIXTURE
2'X2' PLASTIC HVAC DIFFUSER SUPPLY GRILLE
6" PENDANT FIXTURE
2'x2' GRILLE RETURN
(NEW GRILLE TO CONNECT TO EXISTING
RELOCATED DUCT)
CEILING MOUNTED EXIT SIGN
NEW ELECTRIC FAN AND GRILLE TO
CONNECT TO EXISTING ELECTRICAL
AND DUCT
GYPSUM BOARD CEILING
1/2" GYP BOARD ON EXISTING TRUSS OR
FRAMING. FINISH AND PAINT WITH
EGGSHELL TEXTURE
1100 Superior Avenue - Suite 300 | Cleveland, OH 44114
(216) 861-2020 www.osborn-eng.com
PLAN
NORTHPROJECT
NORTH
DRAWING NO.
Unless otherwise stated in Contract, The Osborn Engineering Company retains copyright ownership.
Instruments of Service may only be used for the purpose described in the Contract. The Osborn Engineering Company may grant specific usage rights under license, and/ or may transfer copyright ownership/ assignment in writing. Reproduction, re-use or re-distribution of Instruments of Service is prohibited.
PROJ NO.
This item has been electronically signed and sealed by [LICENSEE NAME] using a Digital Signature and date. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
REVISIONS
SHEET NAME:
A B
E F
C D
KEY PLAN
ISSUE DATE:
ISSUED BY:
A-104
TAMPA SPORTS
AUTHORITY
ENLARGED FLOOR
PLAN AND REFLECTED
CEILING PLAN
J-20221195.000
R O
C K
Y P
O
IN
T G
O L F
C L U
B H
O U
S E
A R
C H
IT
E
C T
U R
A L
B
ID
S E
T
D A
N A
S H
O R
E S
D R
02.14.2025
1/4" = 1'-0"
FLOORPLAN AT ADDITIONAL SPACES
1/4" = 1'-0"
REFLECTED CEILING PLAN AT ADDITIONAL SPACES
1. CONTRACTOR TO COORDINATE THE INTERFACING OF ALL TRADES WITH
RESPECT TO DELIVERY AND INSTALLATION OF ALL FURNITURE, FIXTURES AND
EQUIPMENT
2. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS BEFORE INSTALLATION.
CONSULT ARCHITECT WHEN ACTUAL FIELD CONDITIONS VARY FROM THOSE
SHOWN ON CONSTRUCTION DOCUMENTS.
3. CONTRACTOR TO COORDINATE LOCATIONS OF ALL REQUIRED UTILITIES WITH
THE TRADE PROVIDING THE SAME. REFER TO MECHANICAL, ELECTRICAL AND
TECHNOLOGY DRAWINGS FOR ADDITIONAL INFORMATION.
4. CONTRACTOR TO COORDINATE THE REQUIRED NUMBER AND EXACT
LOCATIONS OF ALL ACCESS PANELS WITH ARCHITECT.
5. PROVIDE METAL STUD FRAMING HUNG FROM STRUCTURE ABOVE FOR SOFFITS.
6. TYPICAL SOFFIT HEIGHT IS 7'-2", UNLESS NOTED OTHERWISE.
7. WHERE GRID CEILING SYSTEMS MEET GYPSUM BOARD SOFFITS, GRID CEILING
ARE 2" ABOVE GYPSUM BOARD SOFFITS, UNLESS NOTED OTHERWISE.
8. PROVIDE GYPSUM BOARD CONTROL JOINTS.
9. PROVIDE COLD-FORMED METAL STUD FRAMING HUNG FROM STRUCTURE
ABOVE FOR EXTERIOR SUSPENDED CEILINGS.
10. CENTER LIGHTS AND DEVICES IN CEILING PANELS OR TILES, UNLESS NOTED
OTHERWISE.
11. PROVIDE ACOUSTICAL CEILING TILE SYSTEM CENTERED IN ROOM.
12. EXISTING HVAC DUCTWORK AND DIFFUSERS TO BE REPLACED IN KIND AND
INSTALLED IN NEW CEILING ALIGNED TO SAME LOCATION. VERIFY EXISTING
LOCATIONS AND QUANTITIES IN FIELD.
13. NEW ELECTRICAL WIRING TO BE PROVIDED AS NEEDED AT NEW LIGHT
FIXTURES.
GENERAL REFLECTED CEILING PLAN NOTES
REFLECTED CEILING PLAN LEGEND
TAG ISSUED DATE
EXISTING CABLING NOTE:
DO NOT CUT ANY CABLING OR WIRING
WITHOUT PRIOR PERMISSION OF OWNER.
ADD ALTERNATE:
PROVIDE SEPARATE LINE ITEMS FOR
CONTRACTOR TO FURNISH AND INSTALL:
1. MITSUBISHI 2 - ZONE MINI SPLIT
2. MITSUBISHI 3 - ZONE MINI SPLIT
ATTIC STOCK:
PROVIDE 5% ADDITIONAL STOCK FOR STORAGE
FOR THE FOLLOWING ITEMS:
1. ACT
2.FLOORING
3. LIGHTING
4.PLUMBING FIXTURES
CT-1
WITH WATERFALL EDGECT-1
PL-1PL-1
2'
0"
3'
PT-2 CT-2
WT-1
PL-1
PT-1
PT-3
PT-1
PT-1
PT-2
PT-2
PT-1 PT-1
ROPPE VINYL WALL BASE-178; TYP. WB-1
TV
TVPT-1
PT-1
PL-1
PL-1
1'
REFINISH EXISTING DOORS TO
REMAIN; TYP.
PL-1
EXISTING ARCHWAYS TO BE SQUARED AS
BULKHEADS AS SHOWN. PATCH AND
REPAIR AS NEEDED.
EXISTING ARCHWAYS TO BE SQUARED AS
BULKHEADS AS SHOWN. PATCH AND
REPAIR AS NEEDED.
COLUMN COLUMN
WATER/
ICE MAKER
EQ. EQ. 5' - 6" EQ. EQ.
PT-1
PT-1
WP-2
WP-2
CT-1
TV 60"
TV
TV
1' - 11" 24' - 8"
TV
(ROCKY POINT GRAPHIC SIGNAGE)
A-601
T Y
P
4'
NEW CHAIR RAIL
TV
TV 60"
TVTV 50"
3'
/2
4'
NOTE: ALL TVs TO BE CENTERED WITHIN
CASEWORK OPENING WITH CLOCK RECEPTACLES
PT-2
A-503
PT-1
UNDERCABINET BEVERAGE REFRIGERATORSB48 B48 B48 B48
CASH DRAWER
SODA DISP.
A-601
FOOT RAIL
CT-1
CT-1
PL-1
OPEN TO BEYOND
A-601
WP-1
C
LE
A R
2'
0"
M
IN
3'
PL-1
ADA CLEAR
4' - 0"
PT-1TV
ALL STOREFRONT WINDOWS TO REMAIN;
PROTECT DURING CONSTRUCTION,
REPAIR WHERE NEEDED; TYP.
WP-1
CT-1
3'
3" 1'
A-601
CT-1
WP-1
3'
3" 1'
A-601
A-601
CT-1
WT-1
PL-1
OPEN TO BEYOND
RELOCATED EXISTING
REACH-IN COOLER
C
LE
A R
2'
0"
M
IN
WATERFALL EDGE
92"79"
34' - 1 3/4" ADA CLEAR.
4' - 0"
RELOCATED EXISTING
2-TOWER KEGERATOR
OPEN
SHELVING
3'
1100 Superior Avenue - Suite 300 | Cleveland, OH 44114
(216) 861-2020 www.osborn-eng.com
PLAN
NORTHPROJECT
NORTH
DRAWING NO.
Unless otherwise stated in Contract, The Osborn Engineering Company retains copyright ownership.
Instruments of Service may only be used for the purpose described in the Contract. The Osborn Engineering Company may grant specific usage rights under license, and/ or may transfer copyright ownership/ assignment in writing. Reproduction, re-use or re-distribution of Instruments of Service is prohibited.
PROJ NO.
This item has been electronically signed and sealed by [LICENSEE NAME] using a Digital Signature and date. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
REVISIONS
SHEET NAME:
A B
E F
C D
KEY PLAN
ISSUE DATE:
ISSUED BY:
A-501
TAMPA SPORTS
AUTHORITY
INTERIOR ELEVATIONS -
BAR AREA
J-20221195.000
R O
C K
Y P
O
IN
T G
O L F
C L U
B H
O U
S E
A R
C H
IT
E
C T
U R
A L
B
ID
S E
T
D A
N A
S H
O R
E S
D R
02.14.2025
1/4" = 1'-0"
SPORTS BAR ELEVATION - DINING BAR
1/4" = 1'-0"
SPORTS BAR ELEVATION - ENTRY WALL
1/4" = 1'-0"
SPORTS BAR ELEVATION - SERVICE WALL
NOTE: ALL TVS TO BE PROVIDED BY OWNER; TYP.
NOTES: CONTRACTOR TO COORDINATE HEIGHTS OF APPLIANCES
ALONG WITH REQUIRED ELECTRICAL AND PLUMBING NEEDS WITH
CABINETRY; ALL APPLIANCES/EQUIPMENT TO SUPPLIED BY OWNER
1/4" = 1'-0"
FRONT OF SERVICE BAR
TAG ISSUED DATE
1/4" = 1'-0"
SPORTS BAR ELEVATION - PARTITIONS
1/4" = 1'-0"
BACK OF DINING BAR
1/4" = 1'-0"
FRONT OF DINING BAR
1/4" = 1'-0"
BACK OF SERVICE BAR
POS POS
WATERFALL EDGE
VINYL BASE
SLAT WALL SYSTEM SLAT WALL SYSTEM
VINYL BASE TO MATCH PT-6
NEW SLAT WALL
PT-6
NEW
SLAT
WALL
10' - 0"
PL-3
PT-5
NEW SLAT WALL
ABOVE WALL BASE TO CEILING
SURROUNDING WINDOW
PT-5
WB-1, TYP.
2'
/4
WT-2, ABOVE VANITY
6' - 1 11/16"
PT-4
8' - 2"
FULL HT.,WT-3
5' - 8 1/16"
CT-2
PL-2
PT-3
BULLNOSE TO MATCH
WT-3
EQEQ
TA10
8"
SIM.
TA12 TA12
WT-3, FULL HT
5' - 11" 10' - 2 3/4" 3' - 8" 5"
W T
-2
4'
/4
CAP WITH
SCHLUTER
SYSTEM OR SIM.
TA02
TA05
TA02
TA01
PT-3
TA02
ADA STALL WIDTH
7' - 1 1/2"
WT-3
W T
-3
4'
0"
TA09
TA06
TA05TA05
TA02
PT-3
TA03
TP-1
PT-4
WT-2
PT-3
WT-3
TILE BASE
TO MATCH
WT-3
CT-3
WT-3
WT-3
PT-4
PT-3
TP-1;
TYP.
TIL E BASE TO MATCH WT-4
9' - 3"5' - 1"
TA03TA03
TA05
TA02
TA04TA04
TA02
TA04
TA02
WT-2
2' - 0"
PT-4
5' - 3"
WT-3
5' - 6"
TP-1
TILE BASE
PT-3
TA02
TA04
TA01
TA07
PT-4
5' - 11"
W T
-3
4'
/2
PT-3
8' - 2"
WT-2, FULL HT ABOVE VANITY
5' - 10 3/4"
CT-3
PL-2
SCHLUTER SYSTEM
THIN CAP
OR SIMILAR
PT-3
TA01
TA08
TA12 TA12
CT-2
PT-4
6' - 5 1/2"
FULL HT. WT-3
7' - 4"
CT-3
3'
TILE BASE
8"
2' - 10"
TA10
TA09
TA06
TA03
TA05TA05
TA02
EXPOSED PIPES TO HAVE
PIPE GUARDS, TYP.
MANUFACTURER PRODUCTTAG MODEL #
PLUMBING FIXTURES
AMERICAN SPECIALTIES, INC. 6" SPOUT PUMP SOAP DISPENSER 0336-D
TRADITIONAL ROLL PAPER TWL DISP.
TOILET PAPER DISPENSER
SANITARY NAPKIN DISPOSAL
04…
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