Addendum_2_-_Updated_Drawings_Rocky_Point_Golf_Club_House_021425..pdf

PDF 7 MB Posted

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.

View the file

Other files

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

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

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

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

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

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…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated .