Accessibility Improvements

ABBREVIATIONS

THE CONTRACTOR SHALL SUBMIT A DETAILED CONSTRUCTION SCHEDULE COORDINATION ALL SUBCONTRACTORS, SUPPLIERS AND VENDORS. THE CONTRACTOR SHALL NOT ALLOW ON THE PROJECT ANY MATERIALS CONTAINING ASBESTOS, PETROLEUM OR PCB. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND DISTRIBUTING ALL CURRENT DRAWINGS TO THE SUBCONTRACTORS/VENDORS AS WELL AS SUPERVISING AND COORDINATING THE WORK OF ALL TRADES IN ACCORDANCE WITH THE SPECIFICATIONS AND MAKING ADJUSTMENTS IN LAYOUT AS REQUIRED. THE ARCHITECT SHALL BE NOTIFIED PRIOR TO THE EXECUTION OF THEIR REVISIONS TO AVOID CONFLICT BETWEEN TRADES FOR PROPER EXECUTION OF THE WORK. THE CONTRACTOR SHALL INSTALL ANY APPARATUS, APPLIANCE, MATERIAL OR WORK NOT SHOWN ON THE DRAWINGS BUT MENTIONED IN THE SPECIFICATIONS , OR VICE VERSA, OR ANY INCIDENTAL ACCESSORIES NECESSARY FOR COMPLETION OF THE WORK FOR OPERATION WITHOUT ADDITIONAL EXPENSE TO OWNER. THE CONTRACTOR SHALL COORDINATE ALL OWNER/TENANT SUPPLIED ITEMS AND INCORPORATE THE INSTALLATION INTO THE CONSTRUCTION SCHEDULE. THE CONTRACTOR SHALL PROVIDE ANY TEMPORARY UTILITIES INCLUDING, ELECTRICAL, WATER, AND TELEPHONE REQUIRED FOR THE COMPLETION OF THE PROJECT. OWNER. THE CONTRACTOR SHALL HAVE A DITIGITAL CAMERA ON SITE TO DOCUMENT ANY ISSUES THAT MAY NEED TO BE CLARIFIED. THESE PICTURES SHALL BE EMAILED TO THE ARCHITECT ALONG WITH AN RFI FOR CLARIFICATION. THE CONTRACTOR SHALL PROVIDE AT ALL TIMES PROTECTION FROM THE WEATHER AND EXCESSIVE DUST THAT MAY IN ANY WAY DAMAGE THE WORK, MATERIAL, FIXTURES, AND EQUIPMENT, OR PRESENT DANGER TO PERSONNEL. ANY WORK UNDER CONTRACT BY THE GENERAL CONTRACTOR DAMAGED BY A FAILURE TO PROVIDE ADEQUATE PROTECTION SHALL BE REMOVED AND REPLACED WITH NEW WORK AT THE SOLE EXPENSE OF THE CONTRACTOR.

STOCKBRIDGE RESERVE AT BOCA RATON LLC

PROPERTY OWNER:

STOCKBRIDGE RESERVE AT BOCA RATON LLC

MAILING ADDRESS:

STOCKBRIDGE CAPITAL C/O 3414 PEACHTREE RD STE 452 ATLANTA GA 30326 1165

LEGAL DESCRIPTION:

RESERVE AT BOCA RATON MUPD TR A & TR C K/A STORMWATER MGMT

PARCEL NUMBER:

00-42-47-06-16-001-0000

ARCHITECT OF RECORD: RON BARR TEL: (954) 459-0494 EMAIL: RON@BARRARCHITECTURE.COM BARR ARCHITECTURE, INC. 5011 S STATE ROAD 7, SUITE 107 DAVIE, FL, 33314

THE CONTRACTOR SHALL RUN FIRE RATED WALLS AND PARTITIONS TO UNDERSIDE OF RATED ROOF/CEILING ASSEMBLY ABOVE: TAPE AND SEAL JOINTS. PROVIDE FIRE DAMPERS AT DUCT PENETRATIONS AS REQUIRED BY CODE. TAPE AND SEAL OTHER PENETRATIONS TO MAINTAIN INTEGRITY OF FIRERATED PARTITION USING ONLY UL APPROVED MATERIAL.

ARCHITECTURAL

A-0.0 PROJECT INFORMATION A-1.0 EXISTING ARCHITECTURAL SITE PLAN A-2.0 DEMOLITION ARCHITECTURAL PLAN A-3.0 PROPOSED ARCHITECTURAL PLAN A-4.0 CONSTRUCTION DETAILS

ELECTRICAL NOT USED

A R

THE CONTRACTOR SHALL MAINTAIN THE JOB SITE FREE FROM RUBBISH AND DEBRIS. DISPOSAL OF ALL CONSTRUCTION DEBRIS SHALL CONFORM TO BUILDING REGULATIONS.

BARR Architecture - G:\Shared drives\Projects 2024\Woolbright\Stockbridge Reserve\CAD\Stockbridge Reserve_NEW.dwg : Plotted: 7/17/2024 5:08:37 PM Plot Scale: 1'-0" = 1'-0" - monochrome.ctb - Layout Tab: A-0.0 - Last Saved: 7/17/2024 5:07:50 PM

ADA SITE IMPROVEMENTS

MECHANICAL NOT USED

PLUMBING

NOT USED

STRUCTURAL

NOT USED

LOCATION MAP

SYMBOLS

THE CONTRACTOR SHALL FINISH GYPSUM WALLBOARD ABUTTING OTHER MATERIAL WITH METAL EDGE STRIPS. CONCEAL PIPING, DUCTWORK, AND CONDUIT.

D

THE CONTRACTOR SHALL BACK ALL ELECTRICAL CABINETS, FIRE EXTINGUISHERS, CABINETS AND OTHER RECESSED EQUIPMENT LOCATED IN FIRE-RATED WALLS WITH 5/8"TYPE 'X' GYPSUM BOARD AS REQUIRED TO MAINTAIN THE RATING. THE CONTRACTOR SHALL PROVIDE BRACING OR BLOCKING AS REQUIRED TO SUPPORT WALL MOUNTED EQUIPMENT: CABINETS, GRILLES, DOORS, WINDOWS, ETC.. WOOD BLOCKING SHALL BE FIRE RETARDANT TREATED. METAL STUDS MAY BE USED IN LIEU OF WOOD BLOCKING.

DETAIL INDENTIFICATION # SHEET WHERE DETAIL IS DRAWN

2 A-02

THE CONTRACTOR SHALL NOT CUT ANY STEEL, WOOD, OR OTHER MAIN STRUCTURAL MEMBERS WITHOUT WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER.

SECTION

ANY ROOM, WALL, FLOOR, OR CEILING FINISH NOT SCHEDULED SHALL BE ASSUMED TO BE IDENTICAL TO THE CLOSEST ROOM OF SIMILAR USE AND TYPE FOR PURPOSES OF BIDDING AND CONSTRUCTION. NOTIFY THE ARCHITECT OF ANY OBSERVED APPARENT DISCREPANCIES IN WRITING PRIOR TO COMMENCING WITH THE WORK.

SECTION INDENTIFICATION # SHEET WHERE SECTION IS DRAWN

2 A-02

ANY DETAIL NOT SPECIFICALLY REFERENCED SHALL BE ASSUMED TO BE SIMILAR TO THAT SHOWN IN THE CLOSEST POSITION WHERE A SIMILAR CONDITIONS OCCURS FOR THE PURPOSES OF BIDDING AND CONSTRUCTION. NOTIFY THE ARCHITECT IN WRITING OF ANY OBSERVED APPARENT DISCREPANCIES PRIOR TO COMMENCING WITH THE WORK.

ELEVATION

WHERE TWO OR MORE DETAILS, MATERIALS, OR CONDITIONS OCCUR IN APPARENT CONFLICT, THE CONTRACTOR SHALL INCLUDE THE MOST COSTLY SOLUTION IN HIS BID AND NOTIFY THE ARCHITECT OF ANY APPARENT DISCREPANCIES PRIOR TO START OF CONSTRUCTION.

2 A-02

ELEVATION INDENTIFICATION # SHEET WHERE ELEVATION IS DRAWN

THE CONTRACTOR SHALL PROVIDE UPON COMPLETION OF THE WORK A SET OF "AS-BUILT" NEATLY MARKED UP PLANS, THE ELECTRICAL CONTRACTORS "AS-BUILT" DRAWINGS SHALL BE INCLUDED. THESE DRAWINGS SHALL BE TRANSMITTED TO THE OWNER.

D

A

GRID LINE

A

INTERIOR ELEVATION ELEVATION INDENTIFICATION # SHEET WHERE INTERIOR ELEVATION IS DRAWN

A-02

B

C

1

PROJECT

1

DOOR TAG

A

WINDOW TAG

WALL TYPE

ELEVATION MARK

APPLICABLE CODES

A. B. C. D. E. F. G.

2023 8th Ed. FLORIDA BUILDING CODE 2023 8th Ed. FLORIDA EXISTING BUILDING CODE 2023 8th Ed. FLORIDA ACCESSIBILITY CODE 2023 8th Ed. TEST PROTOCOLS FOR HIGH VELOCITY HURRICANE ZONES 2023 8th Ed. FLORIDA FIRE PREVENTION CODE (FFPC) 2024 NFPA 220 STANDARD ON TYPES OF BUILDING CONSTRUCTION 2023 FLORIDA STATE STATUTES

architecture ● construction management ● planning ● interiors

THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS/VENDORS SHALL FAMILIARIZE THEMSELVES WITH AND CONFORM TO ALL REQUIREMENTS SET FORTH BY THE BUILDING OWNER OR MUNICIPALITY RELATIVE TO THE HOURS OF WORK.

T F

SCOPE OF WORK:

f. 954 212 2962

THE CONTRACTOR SHALL REFERENCE THE BUILDING SHELL DRAWINGS FOR ALL INFORMATION RELATIVE TO THE BUILDING SHELL AND FOR COORDINATION OF NEW WORK.

CLIENT:

p. 954 418 BARR

THE CONTRACTOR SHALL OBTAIN ALL PERMITS, AND SECURE ALL CERTIFICATES OF INSPECTION AND OCCUPANCY THAT ARE REQUIRED BY THE GOVERNING JURISDICTION. THE OWNER SHALL RECEIVE A COPY OF THE PERMIT UPON ISSUANCE.

PANEL PAINT POLISHED PREFABRICATED PROJECT POUNDS PER SQ. FOOT POUNDS PER SQ. INCH PRESSURE TREATED PAINTED PAVEMENT QUANTITY REFRIGERATOR REQUIRED REINFORCING RETURN REVERSE, REVISION RIGID ROOM ROUGH OPENING SCHEDULE SOAP DISPENSER SEPARATE SECTION SHELF SHEET SIMILAR SPECIFICATION SPEAKER SQUARE SQUARE FEET STANDARD STEEL STORAGE SUBSTITUTE SURFACE SUSPEND-SUSPENDED SYSTEM TONGUE & GROOVE TELEPHONE THICK-THICKNESS TOILET PAPER HOLDER TRANSFORMER TYPICAL UNDERGROUND UNDERWRITERS LAB. VERTICAL WITH WATER CLOSET WOOD WATER HEATER WIRE MESH WITHOUT WATERPROOF WEATHER STRIPPING WELDED WIRE FABRIC

5011 South State Road 7, Suite #107, Davie, Florida 33314

THE CONTRACTOR SHALL INCLUDE ALL WORK NECESSARY TO ASSURE THE PROJECTS COMPLIANCE WITH THE MOST STRINGENT REQUIREMENTS OF THE CURRENT LOCAL EDITION BUILDING CODE AND ALL OTHER REGULATION CODES.

PNL PNT POL PREFAB PROJ PSF PSI PRTR PTD PVMT QTY REF REQD REINF RET REV RGD RM RO SCHED SD SEP SECT SHLF SHT SIM SPEC SPKR SQ SF STD STL STOR SUB SURF SUSP SYS T&G TEL THK TPH TRANS TYP UGND UL VERT W/ WC WD WH WM W/O WP WS WWF

AA# 26003152

THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL CARRY PUBLIC LIABILITY, PROPERTY, AND WORKMEN'S COMPENSATION INSURANCE. VALID CERTIFICATES OF ALL SHALL BE PROVIDED.

GLASS GRADE GYPSUM HOSE BIBB HANDICAP HARDWARE HEIGHT HOLLOW METAL HOUR HEATING/VENTILATING/ AIR CONDITIONING HW HOT WATER IN INCH INCAND INCANDESCENT INCL INCLUDE INFO INFORMATION INSUL INSULATE-INSULATION INT INTERIOR KIT KITCHEN LAM LAMINATED LAV LAVATORY LB POUND LIN LINEAR LL LIVE LOAD LT LIGHT LVR LOUVER MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MEMB MEMBRANE MTL METAL MFC METAL FURRING CHAN MFR MANUFACTURER MIN MINIMUM MIR MIRROR MISC MISCELLANEOUS MO MASONRY OPENING MR MOISTURE RESISTANT NAT NATURAL NIC NOT IN CONTRACT # NUMBER NOM NOMINAL NTS NOT TO SCALE OA OVERALL, OUTSIDE AIR OC ON CENTER OPG OPENING OPP OPPOSITE ORIG ORIGINAL PART PARTITION PL PLATE PLAS PLASTER PLYWD PLYWOOD

architects general contractors

THE CONTRACTOR SHALL NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS.

GL GR GYP HB HCP HDW HGT HM HR HVAC

DRAWING INDEX

The Design-Build Team

THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO THE SUBMISSION OF ANY BIDS, AND VERIFY THE ARCHITECTS DIMENSIONS, DETAILS AND INFORMATION PERTAINING TO THE PROJECT. IF ANY DISCREPANCIES, CONFLICTING INFORMATION, ERRORS OR OMISSIONS ARE PRESENT, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND OWNER IMMEDIATELY IN WRITING. ANY DISCREPANCY, OR CONFLICT NOT BROUGHT TO THE ATTENTION OF THE ARCHITECT AND OWNER PRIOR TO THE FINAL BID SUBMISSION SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

AB ANCHOR BOLT A/C AIR CONDITIONING AFF ABOVE FINISH FLOOR ALUM ALUMINUM APPROX APPROXIMATE ARCH ARCHITECTURAL BD BOARD BLDG BUILDING BLK BLOCK BOTT BOTTOM BRG BEARING BTWN BETWEEN CAB CABINET CLG CEILING CEM CEMENT CL CLOSET CLR CLEAR COL COLUMN CONC CONCRETE CONSTR CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR CT CERAMIC TILE CTR CENTER DEG ° DEGREE DEPT DEPARTMENT DET DETAIL DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DN DOWN DR DOOR DWG DRAWING EA EACH EL ELEVATION ELEC ELECTRICAL EQ EQUAL EQUIP EQUIPMENT EQUIV EQUIVALENT EW EACH WAY EXH EXHAUST EXIST EXISTING EXT EXTERIOR-EXTERNAL FD FLOOR DRAIN FIN FINISH FIX FIXTURE FLR FLOOR FLUOR FLUORESCENT FTG FOOTING FURR FURRING GA GAGE, GAUGE GALV GALVANIZED

PROJECT DATA

BARR ARCHITECTURE, INC.

THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES IN WRITING PRIOR TO SUBMITTING HIS BID.

PROJECT DIRECTORY

STOCKBRIDGE RESERVE ACCESSIBILITY IMPROVEMENTS

GENERAL NOTES

Revisions

BOCA RATON, FL 33496

PROJECT INFORMATION

© COPYRIGHT 2024 BARR ARCHITECTURE, INC.

9704 CLINT MOORE RD

9704 CLINT MOORE RD BOCA RATON, FL 33496 00-42-47-06-16-001-0000

THIS DOCUMENT IS PROPERTY OF RON BARR ARCHITECT AND NO PART HEREIN SHALL BE USED EXCEPT FOR THE SPECIFIC PROJECT WITHOUT CONSENT OF RON BARR ARCHITECT

STOCKBRIDGE RESERVE ACCESSIBILITY IMPROVEMENTS

THIS DOCUMENT WAS PREPARED BY RON BARR ARCHITECT ACCORDING TO THE TERMS OF THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION. THIS DOCUMENT DOES NOT EITHER IN WHOLE OR IN PART CONSTITUTE ANY DIRECTION OR INSTRUCTION TO ANY CONTRACTOR WITH REGARDS TO CONSTRUCTION MEANS, METHODS OR TECHNIQUES BY THIS DOCUMENT THE ARCHITECT DOES NOT INTEND TO EXPRESS ANY OPINION, DIRECTION OR INSTRUCTION OF ANY KIND WHATSOEVER AS TO THE MANNER IN WHICH THE CONSTRUCTION WORK IS TO BE ACCOMPLISHED.

STATE OF FLORIDA RONALD BARR, A.I.A. AR 0016160

PROJECT INFORMATION NOTED

N

1/31/2024

24-131

A-0.0

BARR Architecture - G:\Shared drives\Projects 2024\Woolbright\Stockbridge Reserve\CAD\Stockbridge Reserve_NEW.dwg : Plotted: 7/17/2024 5:08:38 PM Plot Scale: 1'-0" = 1'-0" - monochrome.ctb - Layout Tab: A-1.0 - Last Saved: 7/17/2024 5:07:50 PM

FIRESTONE TIRE

N

1 EXISTING ARCHITECTURAL SITE PLAN

SCALE: 1/32" = 1'-0"

0' 8' 16' 32' 64'

1/32" = 1'-0"

D ONE WAY

A R 24-131

f. 954 212 2962 architecture ● construction management ● planning ● interiors

p. 954 418 BARR

5011 South State Road 7, Suite #107, Davie, Florida 33314

BURGER KING

BOCA RATON, FL 33496

9704 CLINT MOORE RD

STOCKBRIDGE RESERVE ACCESSIBILITY IMPROVEMENTS

THIS DOCUMENT WAS PREPARED BY RON BARR ARCHITECT ACCORDING TO THE TERMS OF THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION. THIS DOCUMENT DOES NOT EITHER IN WHOLE OR IN PART CONSTITUTE ANY DIRECTION OR INSTRUCTION TO ANY CONTRACTOR WITH REGARDS TO CONSTRUCTION MEANS, METHODS OR TECHNIQUES BY THIS DOCUMENT THE ARCHITECT DOES NOT INTEND TO EXPRESS ANY OPINION, DIRECTION OR INSTRUCTION OF ANY KIND WHATSOEVER AS TO THE MANNER IN WHICH THE CONSTRUCTION WORK IS TO BE ACCOMPLISHED.

THIS DOCUMENT IS PROPERTY OF RON BARR ARCHITECT AND NO PART HEREIN SHALL BE USED EXCEPT FOR THE SPECIFIC PROJECT WITHOUT CONSENT OF RON BARR ARCHITECT

T F AA# 26003152

PUBLIX SUPERMARKET

architects general contractors

ELEMENTARY SCHOOL

The Design-Build Team

ELEMENTARY SCHOOL

BARR ARCHITECTURE, INC.

STATE OF FLORIDA RONALD BARR, A.I.A. AR 0016160

© COPYRIGHT 2024 BARR ARCHITECTURE, INC.

Revisions

CHASE

EXISTING ARCHITECTURAL SITE PLAN NOTED

1/31/2024

A-1.0

1.

DO NOT SCALE DRAWINGS.

GENERAL CONTRACTOR RESPONSIBLE FOR ALIGNING PAVERS IN AREA OF WORK WITH ADJOINING PAVERS ALONG ACCESSIBLE PATH OF TRAVEL FOR A SMOOTH AND COMPLIANT TRANSITION. COMPLETE ACCESSIBLE ROUTE SHALL BE COMPLIANT UPON COMPLETION OF THIS PROJECT, TYPICAL.

2.

THE CONTRACTOR SHALL EXERCISE CARE IN CARRYING OUT HIS DUTIES AND IN THE PERFORMANCE OF HIS WORK SO AS TO MINIMIZE DAMAGES TO EXISTING EQUIPMENT, APPARATUS, WALLS AND SURFACES THAT ARE TO REMAIN. SHOULD SUCH ITEMS BE DAMAGED, THE CONTRACTOR SHALL REPLACE THE DAMAGED ITEMS OR PERFORM REMEDIAL WORK AT NO COST TO THE OWNER.

GENERAL CONTRACTOR SHALL SCHEDULE A SITE VISIT AND VERIFY ALL EXISTING CONDITIONS AND BRING TO THE OWNER/ ARCHITECT'S ATTENTION ANY ADDITIONAL CONCERNS, TYPICAL.

1 A-2.0

7

REFERENCE SYMBOLS LEGEND, REFER TO SHEET A-0.0

VAULT FITNESS

DEMOLITION PLAN KEYNOTES PROPERTY LINE

8

A-2.0

A-2.0

RESURFACE / GRADE EXISTING ASPHALT AS NECESSARY TO ACHIEVE COMPLIANT SLOPES. REWORK ANY AREAS OF DAMAGED / DETERIORATED ASPHALT AS NECESSARY FOR LEVEL SURFACE PER PROPOSED SITE PLAN. PREP SURFACE FOR NEW STRIPING AND SEALCOATING. COORDINATE WITH PROPOSED PLAN ON SHEET A-3.0

6.0 A-2.0

REWORK RAMP PAVERS AS NECESSARY TO ACHIEVE COMPLIANT CROSS AND RUNNING SLOPES. COORDINATE WITH PROPOSED PLAN ON SHEET A-3.0 REWORK PAVERS AT LANDING TO ACHIEVE COMPLIANT CROSS AND RUNNING SLOPES. COORDINATE WITH PROPOSED PLAN ON SHEET A-3.0

MATCHLINE

REWORK PAVERS AS NECESSARY TO ACHIEVE COMPLIANT CROSS AND RUNNING SLOPES ALONG ACCESSIBLE ROUTE. COORDINATE WITH PROPOSED PLAN ON SHEET A-3.0 REMOVE SECTIONS OF CONCRETE SIDEWALK & CURBS ALONG ACCESSIBLE ROUTE. PREP AREA FOR NEW CONCRETE SIDEWALK. COORDINATE WITH PROPOSED PLAN ON SHEET A-3.0

BEN'S 2

20'-4"

3'-10" 2

8'-0"

MATCHLINE 3

7'-9"

MATCHLINE

2

5'-0"

4

4'-8"

N

5

WAY BEYOND BAGELS SCALE: 1/8" = 1'-0"

N

7

WELLS FARGO SCALE: 1/8" = 1'-0"

N

8

STARBUCKS TO PUBLIX SCALE: 3/32" - 1'-0"

N

9

PUBLIX SOUTH ENTRY SCALE: 1/8" = 1'-0"

N

PUBLIX PARKING 10 SCALE: 1/8" = 1'-0"

4

3

2

4'-0"

2

ACCESSIBLE RAMP SCALE: 1/8" = 1'-0"

ACCESSIBLE ROUTE 6.1 SCALE: 1/8" = 1'-0"

BOCA RATON, FL 33496 f. 954 212 2962 p. 954 418 BARR

DEMOLITION ARCHITECTURAL PLAN NOTED 1/31/2024

N

6

9704 CLINT MOORE RD

STOCKBRIDGE RESERVE ACCESSIBILITY IMPROVEMENTS

5'-0"

3

architecture ● construction management ● planning ● interiors

3

4

5011 South State Road 7, Suite #107, Davie, Florida 33314

2

8'-8" 4'-0"

5'-0"

5'-0"

4

7'-7"

7'-0"

3

AA# 26003152

4

3

9'-6"

4'-0"

5'-0"

N

5'-0"

2

architects general contractors

SCALE: 3/32" - 1'-0"

4

7'-0" 91'-1" 7'-0"

SOUTHWEST ENTRANCE

2

4

The Design-Build Team

10'-4"

2

5

19'-0"

3

3

BARR ARCHITECTURE, INC.

5'-8"

5

4

5'-0"

6'-2"

11'-1" " 4'-7" 5'-7

2

2

7'-7"

5'-1"

3

8'-10"

3

5'-1"

PROPERTY LINE

5'-6"

4

27'-0"

3

MATCHLINE

5'-0"

7

2

9

4

12'-9"

SCALE: 3/32" - 1'-0"

4

36'-7"

18'-5"

7'-0"

5'-0"

6

5

8

4'-8"

4'-0"

TRUIST

4

1

4

5

10

5'-0"

20'-2"

3

5

5

43'-0"

1

5

11

5'-8"

7'-8"

SCALE: 1/8" = 1'-0"

N

20'-10"

4'-0"

29'-0"

5'-5"

5'-0"

32'-3"

BEN'S KOSHER

29'-0"

6'-0"

4'-10"

29'-10"

5'-1"

2

SCALE: 1/8" = 1'-0"

2

D 3

N

VAULT FITNESS

18'-6"

BARR Architecture - G:\Shared drives\Projects 2024\Woolbright\Stockbridge Reserve\CAD\Stockbridge Reserve_NEW.dwg : Plotted: 7/17/2024 5:08:48 PM Plot Scale: 1'-0" = 1'-0" - monochrome.ctb - Layout Tab: A-2.0 - Last Saved: 7/17/2024 5:07:50 PM

1

ONE WAY

N

N

2

3'-11"

16'-0"

2

13

12

6'-6"

16'-1"

3

3

1

4'-0" 4'-0" 5'-11"

2

1

6'-0"

4

38'-1"

6'-0"

"

24'-2"

2

1

1

5

3

MATCHLINE

21'-1"

22' -9

6'-0"

3

3'-10"

"

5'-0"

A-2.0

5'-6"

SCALE: 1/32" = 1'-0"

9

5'-0"

DEMOLITION ARCHITECTURAL SITE PLAN

5'-8"

1

TRUIST

ONE WAY

A-2.0

WAY BEYOND BAGELS

PUBLIX

7'-0"

A-2.0

7'-9"

7'-0"

4

5'-8

A R 5

A-2.0

5'-0"

A-2.0

PROPERTY LINE

N

Revisions

A-2.0

6.1

3

T F

© COPYRIGHT 2024 BARR ARCHITECTURE, INC.

10

A-2.0

27'-3"

5

7'-7"

4

5'-0"

3

9'-6"

2

94'-0"

1

30'-1"

4.

STARBUCKS

GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD AND BRING ANY DISCREPANCIES TO THE ARCHITECT'S ATTENTION AND ADJUST BIDS ACCORDINGLY, TYPICAL.

WELLS FARGO

THE PROJECT SITE IS LOCATED AT AN OPERATIONAL FACILITY AND MUST REMAIN COMPLETELY OPERATIONAL DURING NORMAL BUSINESS HOURS (9:00 A.M. TO 10:00 P.M. WEEKDAYS AND WEEKENDS). COORDINATE WITH THE OWNER ANY CONSTRUCTION ACTIVITIES WHICH MAY IMPEDE NORMAL OPERATIONS, INCLUDING ANY ACTIVITY WHICH OPERATES EXCESSIVE NOISE.

5'-0"

3.

STATE OF FLORIDA RONALD BARR, A.I.A. AR 0016160 THIS DOCUMENT WAS PREPARED BY RON BARR ARCHITECT ACCORDING TO THE TERMS OF THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION. THIS DOCUMENT DOES NOT EITHER IN WHOLE OR IN PART CONSTITUTE ANY DIRECTION OR INSTRUCTION TO ANY CONTRACTOR WITH REGARDS TO CONSTRUCTION MEANS, METHODS OR TECHNIQUES BY THIS DOCUMENT THE ARCHITECT DOES NOT INTEND TO EXPRESS ANY OPINION, DIRECTION OR INSTRUCTION OF ANY KIND WHATSOEVER AS TO THE MANNER IN WHICH THE CONSTRUCTION WORK IS TO BE ACCOMPLISHED.

PROPERTY LINE

PROPERTY LINE

THIS DOCUMENT IS PROPERTY OF RON BARR ARCHITECT AND NO PART HEREIN SHALL BE USED EXCEPT FOR THE SPECIFIC PROJECT WITHOUT CONSENT OF RON BARR ARCHITECT

GENERAL SHEET NOTES

24-131

A-2.0

GENERAL SHEET NOTES

7

VAULT FITNESS

PROPOSED PLAN KEYNOTES PROPERTY LINE

A-3.0

6.0 A-3.0

MATCHLINE

NEW CONCRETE RAMP. 1:48 (2.08%) MAX CROSS SLOPE, 1:12 REFER TO DETAILS ON SHEET A-4.0 (8.33%) MAX RUNNING SLOPE. FOR MORE INFO. NEW CONCRETE WALKING SURFACE. 1:48 (2.08%) MAX CROSS SLOPE, 1:20 (5%) MAX RUNNING SLOPE.

BEN'S 2

1

2

2

6

SCALE: 3/32" - 1'-0"

7'-0"

2

5'-0" 4

20'-4"

2

4

5'-0" 3

5% MAX SLOPE 2% MAX CROSS SLOPE

5% MAX SLOPE 2% MAX CROSS SLOPE

3'-10" 2

3

8'-0"

MATCHLINE

3

3

2

N

7

WELLS FARGO SCALE: 1/8" = 1'-0"

N

8

STARBUCKS TO PUBLIX SCALE: 3/32" - 1'-0"

N

9

PUBLIX SOUTH ENTRY SCALE: 1/8" = 1'-0"

N

PUBLIX PARKING 10 SCALE: 1/8" = 1'-0"

5% MAX SLOPE 2% MAX CROSS SLOPE

3

2

4'-0"

NOTED 1/31/2024

N

6

ACCESSIBLE RAMP SCALE: 1/8" = 1'-0"

ACCESSIBLE ROUTE 6.1 SCALE: 1/8" = 1'-0"

BOCA RATON, FL 33496

PROPOSED ARCHITECTURAL PLAN

7'-7"

9'-6"

7'-9"

5'-0"

6'-0"

MATCHLINE

9704 CLINT MOORE RD

4

4

N

STOCKBRIDGE RESERVE ACCESSIBILITY IMPROVEMENTS

5'-0" 9'-6"

5% MAX SLOPE 2% MAX CROSS SLOPE

8'-8"

4'-8"

SCALE: 1/8" = 1'-0"

3

4

5% MAX SLOPE 2% MAX CROSS SLOPE

3

WAY BEYOND BAGELS

5'-0"

4

5'-0"

5

2

4'-0"

5'-0"

N

7'-0" 91'-1" 7'-0"

SOUTHWEST ENTRANCE

architecture ● construction management ● planning ● interiors

6

6

4

f. 954 212 2962

3

5% MAX SLOPE 2% MAX CROSS SLOPE

p. 954 418 BARR

TYP 7

5% MAX SLOPE 2% MAX CROSS SLOPE

5011 South State Road 7, Suite #107, Davie, Florida 33314

6'-2"

11'-1" " 4'-7" 5'-8

AA# 26003152

4

5'-1"

2

3

2

architects general contractors

PROPERTY LINE

8'-10"

The Design-Build Team

2% MAX SLOPE

4

18'-5" 6'-0"

2% MAX SLOPE

4

3

BARR ARCHITECTURE, INC.

2% MAX SLOPE

2% MAX SLOPE

6'-5"

7

7

20'-10"

4

3

4'-0"

1

12'-6"

SCALE: 3/32" - 1'-0"

5

MATCHLINE 4

7'-0"

18'-6"

29'-0"

TRUIST

8

4'-8"

12'-9"

SCALE: 1/8" = 1'-0"

3

7

2

9

5'-8"

8

36'-7"

SCALE: 1/8" = 1'-0"

BEN'S KOSHER

N

43'-0"

2

4'-8"

3'-11"

N

VAULT FITNESS

5'-8"

12'-0"

2% MAX SLOPE

6

5

6

10

6'-6"

1

3

7

N

N

5'-0"

5'-0"

12'-0"

3

2

6

4

11

12

5'-8"

16'-1"

2

1

3

1

4'-0" 4'-0" 5'-11"

2% MAX SLOPE

2% MAX SLOPE

4

3

2

13

5'-8"

2% MAX SLOPE

6'-2"

6'-0"

14'-1"

12'-0"

5'-1"

5'-10"

2% MAX SLOPE

6'-0"

D

ONE WAY

2

1

22' -9"

1

MATCHLINE

7

8

38'-1"

2% MAX SLOPE

5

7

5'-0"

4

6'-0"

7

5% MAX SLOPE 2% MAX CROSS SLOPE

26'-2"

16'-0"

2% MAX SLOPE

5% MAX SLOPE 2% MAX CROSS SLOPE

21'-2"

24'-2"

BARR Architecture - G:\Shared drives\Projects 2024\Woolbright\Stockbridge Reserve\CAD\Stockbridge Reserve_NEW.dwg : Plotted: 7/17/2024 5:08:57 PM Plot Scale: 1'-0" = 1'-0" - monochrome.ctb - Layout Tab: A-3.0 - Last Saved: 7/17/2024 5:07:50 PM

12'-0"

5'-0"

3

7'-8"

5'-0"

3'-10"

7

"

5'-0"

5'-8"

3

4'-0"

2% MAX SLOPE

6'-0"

SCALE: 1/32" = 1'-0"

A-3.0

4'-0"

PROPOSED ARCHITECTURAL SITE PLAN

4'-8"

A-3.0

1

TRUIST

ONE WAY

N

WAY BEYOND BAGELS

9

5'-6"

A-3.0

5'-0"

7'-0"

4

5'-8

A R 5

A-3.0

PUBLIX

27'-0"

A-3.0

PROPERTY LINE

3

T F A-3.0

6.1

NEW RAMP RAILINGS ON BOTH SIDES OF ACCESSIBLE ROUTE. REFER TO DETAIL #2 ON SHEET A-4.0 FOR MORE INFO.

8

10

A-3.0

5'-0"

ALIGN NEW FINISHED WALKING SURFACE ELEVATION WITH EXISTING FINISHED SIDEWALK ELEVATION FOR A SMOOTH & COMPLIANT TRANSITION.

7

5'-1"

6

7'-9"

5

5'-0"

PAVERS RESET ALONG ACCESSIBLE ROUTES. TO MATCH EXISTING. 1:48 (2.08%) MAX CROSS SLOPE, 1:20 (5%) MAX RUNNING SLOPE.

5'-6"

4

Revisions

10'-4"

PAVERS RESET AT ACCESSIBLE LANDING TO MATCH EXISTING. 1:48 (2.08%) MAX SLOPE IN ALL DIRECTIONS, TYP.

5'-0"

3

© COPYRIGHT 2024 BARR ARCHITECTURE, INC.

7'-7"

PAVERS RESET ALONG ACCESSIBLE RAMP TO MATCH EXISTING. 1:48 (2.08%) MAX CROSS SLOPE, 1:12 (8.33%) MAX RUNNING SLOPE.

27'-3"

2

7'-7"

NEW ASPHALT PAVING FOR ACCESSIBLE PARKING AND/OR ACCESS AISLES. MARRY NEW PAVEMENT WITH EXISTING PAVEMENT FOR SMOOTH TRANSITION. ALL ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL BE NO MORE THAN 2% SLOPE IN ALL DIRECTIONS. NEW STRIPING IN AREAS AFFECTED BY DEMO AND/OR REPAIRS SHALL MATCH EXISTING PATTERN. REFER TO DETAIL #1 ON SHEET A-4.0 FOR MORE INFO.

8

A-3.0

THIS DOCUMENT WAS PREPARED BY RON BARR ARCHITECT ACCORDING TO THE TERMS OF THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION. THIS DOCUMENT DOES NOT EITHER IN WHOLE OR IN PART CONSTITUTE ANY DIRECTION OR INSTRUCTION TO ANY CONTRACTOR WITH REGARDS TO CONSTRUCTION MEANS, METHODS OR TECHNIQUES BY THIS DOCUMENT THE ARCHITECT DOES NOT INTEND TO EXPRESS ANY OPINION, DIRECTION OR INSTRUCTION OF ANY KIND WHATSOEVER AS TO THE MANNER IN WHICH THE CONSTRUCTION WORK IS TO BE ACCOMPLISHED.

GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD AND BRING ANY DISCREPANCIES TO THE ARCHITECT'S ATTENTION AND ADJUST BIDS ACCORDINGLY, TYPICAL.

1 A-3.0

REFERENCE SYMBOLS LEGEND, REFER TO SHEET A-0.0

1

STARBUCKS

THIS DOCUMENT IS PROPERTY OF RON BARR ARCHITECT AND NO PART HEREIN SHALL BE USED EXCEPT FOR THE SPECIFIC PROJECT WITHOUT CONSENT OF RON BARR ARCHITECT

WELLS FARGO

THE PROJECT SITE IS LOCATED AT AN OPERATIONAL FACILITY AND MUST REMAIN COMPLETELY OPERATIONAL DURING NORMAL BUSINESS HOURS (9:00 A.M. TO 10:00 P.M. WEEKDAYS AND WEEKENDS). COORDINATE WITH THE OWNER ANY CONSTRUCTION ACTIVITIES WHICH MAY IMPEDE NORMAL OPERATIONS, INCLUDING ANY ACTIVITY WHICH OPERATES EXCESSIVE NOISE.

4.

STATE OF FLORIDA RONALD BARR, A.I.A. AR 0016160

GENERAL CONTRACTOR SHALL SCHEDULE A SITE VISIT AND VERIFY ALL EXISTING CONDITIONS AND BRING TO THE OWNER/ ARCHITECT'S ATTENTION ANY ADDITIONAL CONCERNS, TYPICAL.

5'-0"

THE CONTRACTOR SHALL EXERCISE CARE IN CARRYING OUT HIS DUTIES AND IN THE PERFORMANCE OF HIS WORK SO AS TO MINIMIZE DAMAGES TO EXISTING EQUIPMENT, APPARATUS, WALLS AND SURFACES THAT ARE TO REMAIN. SHOULD SUCH ITEMS BE DAMAGED, THE CONTRACTOR SHALL REPLACE THE DAMAGED ITEMS OR PERFORM REMEDIAL WORK AT NO COST TO THE OWNER.

94'-0"

2.

30'-1"

DO NOT SCALE DRAWINGS.

GENERAL CONTRACTOR RESPONSIBLE FOR ALIGNING PAVERS IN AREA OF WORK WITH ADJOINING PAVERS ALONG ACCESSIBLE PATH OF TRAVEL FOR A SMOOTH AND COMPLIANT TRANSITION. COMPLETE ACCESSIBLE ROUTE SHALL BE COMPLIANT UPON COMPLETION OF THIS PROJECT, TYPICAL.

5'-0"

1.

3.

PROPERTY LINE

PROPERTY LINE

24-131

A-3.0

BARR Architecture - G:\Shared drives\Projects 2024\Woolbright\Stockbridge Reserve\CAD\Stockbridge Reserve_NEW.dwg : Plotted: 7/17/2024 5:09:00 PM Plot Scale: 1'-0" = 1'-0" - monochrome.ctb - Layout Tab: A-4.0 - Last Saved: 7/17/2024 5:07:50 PM

4,000 PSI MIN. PRECAST CONC. WHEEL STOP

7"

#4 REBAR CONT.

DRIVE 2-#4 REBARS @ 1'-0" FROM END X, 1'-4"L.

1 ACCESSIBLE PARKING & STRIPING DETAIL

N.T.S.

2% MAX SLOPE

60 ACCESSIBLE ISLE PER FDOT INDEX NO.17346

4" WIDE PAINTED SOLID WHITE LINES, TYP. 4" SOLID BLUE LINE

4" SOLID WHITE LINE

REFLECTORIZED PAINT (TYP)

4"

D 4" 4" EQ EQ

9'-0" L PRECAST CONC. WHEEL STOP PAINTED BLUE, TYP.

4" WIDE PAINTED SOLID BLUE LINE, TYP.

INTERNATIONAL HC SYMBOL PAINTED WHITE

ACCESSIBLE PARKING PER FDOT INDEX NO. 17346

A R 4" WIDE PAINTED SOLID WHITE LINE, TYP.

2

24-131

BOCA RATON, FL 33496

9704 CLINT MOORE RD

STOCKBRIDGE RESERVE ACCESSIBILITY IMPROVEMENTS

THIS DOCUMENT WAS PREPARED BY RON BARR ARCHITECT ACCORDING TO THE TERMS OF THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION. THIS DOCUMENT DOES NOT EITHER IN WHOLE OR IN PART CONSTITUTE ANY DIRECTION OR INSTRUCTION TO ANY CONTRACTOR WITH REGARDS TO CONSTRUCTION MEANS, METHODS OR TECHNIQUES BY THIS DOCUMENT THE ARCHITECT DOES NOT INTEND TO EXPRESS ANY OPINION, DIRECTION OR INSTRUCTION OF ANY KIND WHATSOEVER AS TO THE MANNER IN WHICH THE CONSTRUCTION WORK IS TO BE ACCOMPLISHED.

THIS DOCUMENT IS PROPERTY OF RON BARR ARCHITECT AND NO PART HEREIN SHALL BE USED EXCEPT FOR THE SPECIFIC PROJECT WITHOUT CONSENT OF RON BARR ARCHITECT

T F architecture ● construction management ● planning ● interiors

4" WHITE LINE

f. 954 212 2962

TYPE "D" CONCRETE CURB

p. 954 418 BARR

2% MAX SLOPE

SIGN "PARKING BY DISABLED PERMIT ONLY", TYP. (7'-0" TO BOTTOM OF SIGN)

5011 South State Road 7, Suite #107, Davie, Florida 33314

TO MATCH EXISTING (VIF)

12'-0" (MINIMUM)

℄

AA# 26003152

5'-0" (MINIMUM) 2'-0" MIN

℄

architects general contractors

℄

SECTION A

The Design-Build Team

NOTE: ACCESSIBLE PARKING SPACES SHALL COMPLY WITH SOUTH FLORIDA BUILDING CODE, ADA, AND LOCAL ORDINANCES.

BARR ARCHITECTURE, INC.

3'

4" WHITE LINE

4"

5"

STATE OF FLORIDA RONALD BARR, A.I.A. AR 0016160

© COPYRIGHT 2024 BARR ARCHITECTURE, INC.

Revisions

TYPICAL RAMP HANDRAIL DETAILS

N.T.S.

CONSTRUCTION DETAILS NOTED

1/31/2024

A-4.0

ABBREVIATIONS

THE CONTRACTOR SHALL NOT ALLOW ON THE PROJECT ANY MATERIALS CONTAINING ASBESTOS, PETROLEUM OR PCB. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND DISTRIBUTING ALL CURRENT DRAWINGS TO THE SUBCONTRACTORS/VENDORS AS WELL AS SUPERVISING AND COORDINATING THE WORK OF ALL TRADES IN ACCORDANCE WITH THE SPECIFICATIONS AND MAKING ADJUSTMENTS IN LAYOUT AS REQUIRED. THE ARCHITECT SHALL BE NOTIFIED PRIOR TO THE EXECUTION OF THEIR REVISIONS TO AVOID CONFLICT BETWEEN TRADES FOR PROPER EXECUTION OF THE WORK. THE CONTRACTOR SHALL INSTALL ANY APPARATUS, APPLIANCE, MATERIAL OR WORK NOT SHOWN ON THE DRAWINGS BUT MENTIONED IN THE SPECIFICATIONS , OR VICE VERSA, OR ANY INCIDENTAL ACCESSORIES NECESSARY FOR COMPLETION OF THE WORK FOR OPERATION WITHOUT ADDITIONAL EXPENSE TO OWNER. THE CONTRACTOR SHALL COORDINATE ALL OWNER/TENANT SUPPLIED ITEMS AND INCORPORATE THE INSTALLATION INTO THE CONSTRUCTION SCHEDULE. THE CONTRACTOR SHALL PROVIDE ANY TEMPORARY UTILITIES INCLUDING, ELECTRICAL, WATER, AND TELEPHONE REQUIRED FOR THE COMPLETION OF THE PROJECT. OWNER. THE CONTRACTOR SHALL HAVE A DITIGITAL CAMERA ON SITE TO DOCUMENT ANY ISSUES THAT MAY NEED TO BE CLARIFIED. THESE PICTURES SHALL BE EMAILED TO THE ARCHITECT ALONG WITH AN RFI FOR CLARIFICATION. THE CONTRACTOR SHALL PROVIDE AT ALL TIMES PROTECTION FROM THE WEATHER AND EXCESSIVE DUST THAT MAY IN ANY WAY DAMAGE THE WORK, MATERIAL, FIXTURES, AND EQUIPMENT, OR PRESENT DANGER TO PERSONNEL. ANY WORK UNDER CONTRACT BY THE GENERAL CONTRACTOR DAMAGED BY A FAILURE TO PROVIDE ADEQUATE PROTECTION SHALL BE REMOVED AND REPLACED WITH NEW WORK AT THE SOLE EXPENSE OF THE CONTRACTOR.

336 E DANIA BEACH BLVD DANIA BEACH, FL 33004

LEGAL DESCRIPTION:

PARKER-UBER CENTER AT TAM O'SHANTER 121-45 B ALL PAR X AND THOSE POR X-1,X-2AND T-1 OF PARKER-UBER CENTER TAM O'SHANTER DESC AS FOLLOWS, COMM AT NE COR OF PAR X FOR POB SLY 1610.57,SLY 137.42,W ALG N BNDRY OF PAR X-2 FOR 200, S 200, W 305.95,NWLY 92.24, SW 9.27, N 25.73, NW 7.25, SW 20.21, NWLY 28.53,N 1926.37, E 667.67 TO POB LESS BEG NE COR PAR X, S 739.15, W 182,S 30,W 485.50,N 784.10 TO POB

RON BARR TEL: (954) 459-0494 EMAIL: RON@BARRARCHITECTURE.COM

A R

THE CONTRACTOR SHALL MAINTAIN THE JOB SITE FREE FROM RUBBISH AND DEBRIS. DISPOSAL OF ALL CONSTRUCTION DEBRIS SHALL CONFORM TO BUILDING REGULATIONS. BARR Architecture - G:\Shared drives\Projects 2024\Tobin Reyes\Atlas Cypress Lakes\CAD\ATLAS CYPRESS LAKES_PERMIT SET.dwg : Plotted: 7/12/2024 4:03:23 PM Plot Scale: 1'-0" = 1'-0" - monochrome.ctb - Layout Tab: A-0.0 - Last Saved: 7/12/2024 4:02:57 PM

MAILING ADDRESS:

THE CONTRACTOR SHALL RUN FIRE RATED WALLS AND PARTITIONS TO UNDERSIDE OF RATED ROOF/CEILING ASSEMBLY ABOVE: TAPE AND SEAL JOINTS. PROVIDE FIRE DAMPERS AT DUCT PENETRATIONS AS REQUIRED BY CODE. TAPE AND SEAL OTHER PENETRATIONS TO MAINTAIN INTEGRITY OF FIRERATED PARTITION USING ONLY UL APPROVED MATERIAL.

PARCEL NUMBER:

494101300020

A-0.0 PROJECT INFORMATION A-1.0 EXISTING ARCHITECTURAL SITE PLAN A-2.0 DEMOLITION ARCHITECTURAL PLAN A-3.0 PROPOSED ARCHITECTURAL PLAN A-4.0 CONSTRUCTION DETAILS

ELECTRICAL NOT USED

MECHANICAL NOT USED

PLUMBING

NOT USED

STRUCTURAL

NOT USED

LOCATION MAP

SYMBOLS

THE CONTRACTOR SHALL FINISH GYPSUM WALLBOARD ABUTTING OTHER MATERIAL WITH METAL EDGE STRIPS. CONCEAL PIPING, DUCTWORK, AND CONDUIT.

D

THE CONTRACTOR SHALL BACK ALL ELECTRICAL CABINETS, FIRE EXTINGUISHERS, CABINETS AND OTHER RECESSED EQUIPMENT LOCATED IN FIRE-RATED WALLS WITH 5/8"TYPE 'X' GYPSUM BOARD AS REQUIRED TO MAINTAIN THE RATING. THE CONTRACTOR SHALL PROVIDE BRACING OR BLOCKING AS REQUIRED TO SUPPORT WALL MOUNTED EQUIPMENT: CABINETS, GRILLES, DOORS, WINDOWS, ETC.. WOOD BLOCKING SHALL BE FIRE RETARDANT TREATED. METAL STUDS MAY BE USED IN LIEU OF WOOD BLOCKING.

DETAIL INDENTIFICATION # SHEET WHERE DETAIL IS DRAWN

2 A-02

THE CONTRACTOR SHALL NOT CUT ANY STEEL, WOOD, OR OTHER MAIN STRUCTURAL MEMBERS WITHOUT WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER.

SECTION

ANY ROOM, WALL, FLOOR, OR CEILING FINISH NOT SCHEDULED SHALL BE ASSUMED TO BE IDENTICAL TO THE CLOSEST ROOM OF SIMILAR USE AND TYPE FOR PURPOSES OF BIDDING AND CONSTRUCTION. NOTIFY THE ARCHITECT OF ANY OBSERVED APPARENT DISCREPANCIES IN WRITING PRIOR TO COMMENCING WITH THE WORK.

SECTION INDENTIFICATION # SHEET WHERE SECTION IS DRAWN

2 A-02

ANY DETAIL NOT SPECIFICALLY REFERENCED SHALL BE ASSUMED TO BE SIMILAR TO THAT SHOWN IN THE CLOSEST POSITION WHERE A SIMILAR CONDITIONS OCCURS FOR THE PURPOSES OF BIDDING AND CONSTRUCTION. NOTIFY THE ARCHITECT IN WRITING OF ANY OBSERVED APPARENT DISCREPANCIES PRIOR TO COMMENCING WITH THE WORK.

ELEVATION

WHERE TWO OR MORE DETAILS, MATERIALS, OR CONDITIONS OCCUR IN APPARENT CONFLICT, THE CONTRACTOR SHALL INCLUDE THE MOST COSTLY SOLUTION IN HIS BID AND NOTIFY THE ARCHITECT OF ANY APPARENT DISCREPANCIES PRIOR TO START OF CONSTRUCTION.

2 A-02

ELEVATION INDENTIFICATION # SHEET WHERE ELEVATION IS DRAWN

THE CONTRACTOR SHALL PROVIDE UPON COMPLETION OF THE WORK A SET OF "AS-BUILT" NEATLY MARKED UP PLANS, THE ELECTRICAL CONTRACTORS "AS-BUILT" DRAWINGS SHALL BE INCLUDED. THESE DRAWINGS SHALL BE TRANSMITTED TO THE OWNER.

D

A

GRID LINE

A

INTERIOR ELEVATION ELEVATION INDENTIFICATION # SHEET WHERE INTERIOR ELEVATION IS DRAWN

A-02

B

C

1

1

DOOR TAG

A

WINDOW TAG

WALL TYPE

ELEVATION MARK

PROJECT

APPLICABLE CODES

A. B. C. D. E. F. G.

2023 8th Ed. FLORIDA BUILDING CODE 2023 8th Ed. FLORIDA EXISTING BUILDING CODE 2023 8th Ed. FLORIDA ACCESSIBILITY CODE 2023 8th Ed. TEST PROTOCOLS FOR HIGH VELOCITY HURRICANE ZONES 2023 8th Ed. FLORIDA FIRE PREVENTION CODE (FFPC) 2024 NFPA 220 STANDARD ON TYPES OF BUILDING CONSTRUCTION 2023 FLORIDA STATE STATUTES

architecture ● construction management ● planning ● interiors

THE CONTRACTOR SHALL SUBMIT A DETAILED CONSTRUCTION SCHEDULE COORDINATION ALL SUBCONTRACTORS, SUPPLIERS AND VENDORS.

ATLAS CYPRESS LAKES LLC

ARCHITECT OF RECORD:

BARR ARCHITECTURE, INC. 5011 S STATE ROAD 7, SUITE 107 DAVIE, FL, 33314

T F

PROPERTY OWNER:

ARCHITECTURAL

f. 954 212 2962

THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS/VENDORS SHALL FAMILIARIZE THEMSELVES WITH AND CONFORM TO ALL REQUIREMENTS SET FORTH BY THE BUILDING OWNER OR MUNICIPALITY RELATIVE TO THE HOURS OF WORK.

TOBIN & REYES

ADA SITE IMPROVEMENTS

p. 954 418 BARR

THE CONTRACTOR SHALL REFERENCE THE BUILDING SHELL DRAWINGS FOR ALL INFORMATION RELATIVE TO THE BUILDING SHELL AND FOR COORDINATION OF NEW WORK.

CLIENT:

SCOPE OF WORK:

5011 South State Road 7, Suite #107, Davie, Florida 33314

THE CONTRACTOR SHALL OBTAIN ALL PERMITS, AND SECURE ALL CERTIFICATES OF INSPECTION AND OCCUPANCY THAT ARE REQUIRED BY THE GOVERNING JURISDICTION. THE OWNER SHALL RECEIVE A COPY OF THE PERMIT UPON ISSUANCE.

PANEL PAINT POLISHED PREFABRICATED PROJECT POUNDS PER SQ. FOOT POUNDS PER SQ. INCH PRESSURE TREATED PAINTED PAVEMENT QUANTITY REFRIGERATOR REQUIRED REINFORCING RETURN REVERSE, REVISION RIGID ROOM ROUGH OPENING SCHEDULE SOAP DISPENSER SEPARATE SECTION SHELF SHEET SIMILAR SPECIFICATION SPEAKER SQUARE SQUARE FEET STANDARD STEEL STORAGE SUBSTITUTE SURFACE SUSPEND-SUSPENDED SYSTEM TONGUE & GROOVE TELEPHONE THICK-THICKNESS TOILET PAPER HOLDER TRANSFORMER TYPICAL UNDERGROUND UNDERWRITERS LAB. VERTICAL WITH WATER CLOSET WOOD WATER HEATER WIRE MESH WITHOUT WATERPROOF WEATHER STRIPPING WELDED WIRE FABRIC

AA# 26003152

THE CONTRACTOR SHALL INCLUDE ALL WORK NECESSARY TO ASSURE THE PROJECTS COMPLIANCE WITH THE MOST STRINGENT REQUIREMENTS OF THE CURRENT LOCAL EDITION BUILDING CODE AND ALL OTHER REGULATION CODES.

PNL PNT POL PREFAB PROJ PSF PSI PRTR PTD PVMT QTY REF REQD REINF RET REV RGD RM RO SCHED SD SEP SECT SHLF SHT SIM SPEC SPKR SQ SF STD STL STOR SUB SURF SUSP SYS T&G TEL THK TPH TRANS TYP UGND UL VERT W/ WC WD WH WM W/O WP WS WWF

architects general contractors

THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL CARRY PUBLIC LIABILITY, PROPERTY, AND WORKMEN'S COMPENSATION INSURANCE. VALID CERTIFICATES OF ALL SHALL BE PROVIDED.

GLASS GRADE GYPSUM HOSE BIBB HANDICAP HARDWARE HEIGHT HOLLOW METAL HOUR HEATING/VENTILATING/ AIR CONDITIONING HW HOT WATER IN INCH INCAND INCANDESCENT INCL INCLUDE INFO INFORMATION INSUL INSULATE-INSULATION INT INTERIOR KIT KITCHEN LAM LAMINATED LAV LAVATORY LB POUND LIN LINEAR LL LIVE LOAD LT LIGHT LVR LOUVER MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MEMB MEMBRANE MTL METAL MFC METAL FURRING CHAN MFR MANUFACTURER MIN MINIMUM MIR MIRROR MISC MISCELLANEOUS MO MASONRY OPENING MR MOISTURE RESISTANT NAT NATURAL NIC NOT IN CONTRACT # NUMBER NOM NOMINAL NTS NOT TO SCALE OA OVERALL, OUTSIDE AIR OC ON CENTER OPG OPENING OPP OPPOSITE ORIG ORIGINAL PART PARTITION PL PLATE PLAS PLASTER PLYWD PLYWOOD

The Design-Build Team

THE CONTRACTOR SHALL NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS.

GL GR GYP HB HCP HDW HGT HM HR HVAC

DRAWING INDEX

BARR ARCHITECTURE, INC.

THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO THE SUBMISSION OF ANY BIDS, AND VERIFY THE ARCHITECTS DIMENSIONS, DETAILS AND INFORMATION PERTAINING TO THE PROJECT. IF ANY DISCREPANCIES, CONFLICTING INFORMATION, ERRORS OR OMISSIONS ARE PRESENT, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND OWNER IMMEDIATELY IN WRITING. ANY DISCREPANCY, OR CONFLICT NOT BROUGHT TO THE ATTENTION OF THE ARCHITECT AND OWNER PRIOR TO THE FINAL BID SUBMISSION SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

AB ANCHOR BOLT A/C AIR CONDITIONING AFF ABOVE FINISH FLOOR ALUM ALUMINUM APPROX APPROXIMATE ARCH ARCHITECTURAL BD BOARD BLDG BUILDING BLK BLOCK BOTT BOTTOM BRG BEARING BTWN BETWEEN CAB CABINET CLG CEILING CEM CEMENT CL CLOSET CLR CLEAR COL COLUMN CONC CONCRETE CONSTR CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR CT CERAMIC TILE CTR CENTER DEG ° DEGREE DEPT DEPARTMENT DET DETAIL DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DN DOWN DR DOOR DWG DRAWING EA EACH EL ELEVATION ELEC ELECTRICAL EQ EQUAL EQUIP EQUIPMENT EQUIV EQUIVALENT EW EACH WAY EXH EXHAUST EXIST EXISTING EXT EXTERIOR-EXTERNAL FD FLOOR DRAIN FIN FINISH FIX FIXTURE FLR FLOOR FLUOR FLUORESCENT FTG FOOTING FURR FURRING GA GAGE, GAUGE GALV GALVANIZED

PROJECT DATA

BOULEVARD OF CHAMPIONS

THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES IN WRITING PRIOR TO SUBMITTING HIS BID.

PROJECT DIRECTORY

NORTH LAUDERDALE FL 33068

GENERAL NOTES

Revisions

1259-1399 STATE RD 7,

PROJECT INFORMATION

© COPYRIGHT 2024 BARR ARCHITECTURE, INC.

ATLAS CYPRESS LAKES ACCESSIBILITY IMPROVEMENTS

1259-1399 STATE RD 7 NORTH LAUDERDALE, FL 33068 494101300020

THIS DOCUMENT IS PROPERTY OF RON BARR ARCHITECT AND NO PART HEREIN SHALL BE USED EXCEPT FOR THE SPECIFIC PROJECT WITHOUT CONSENT OF RON BARR ARCHITECT

ATLAS CYPRESS LAKES ACCESSIBILITY IMPROVEMENTS

THIS DOCUMENT WAS PREPARED BY RON BARR ARCHITECT ACCORDING TO THE TERMS OF THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION. THIS DOCUMENT DOES NOT EITHER IN WHOLE OR IN PART CONSTITUTE ANY DIRECTION OR INSTRUCTION TO ANY CONTRACTOR WITH REGARDS TO CONSTRUCTION MEANS, METHODS OR TECHNIQUES BY THIS DOCUMENT THE ARCHITECT DOES NOT INTEND TO EXPRESS ANY OPINION, DIRECTION OR INSTRUCTION OF ANY KIND WHATSOEVER AS TO THE MANNER IN WHICH THE CONSTRUCTION WORK IS TO BE ACCOMPLISHED.

STATE OF FLORIDA RONALD BARR, A.I.A. AR 0016160

PROJECT INFORMATION NOTED

S STATE RD 7

1/31/2024

N

24-131

A-0.0

BARR Architecture - G:\Shared drives\Projects 2024\Tobin Reyes\Atlas Cypress Lakes\CAD\ATLAS CYPRESS LAKES_PERMIT SET.dwg : Plotted: 7/12/2024 4:03:32 PM Plot Scale: 1'-0" = 1'-0" - monochrome.ctb - Layout Tab: A-1.0 - Last Saved: 7/12/2024 4:02:57 PM

FIRESTONE TIRE

N

1 EXISTING ARCHITECTURAL SITE PLAN

SCALE: 1/32" = 1'-0"

0' 8' 16' 32' 64'

1/32" = 1'-0"

D A R 24-131

f. 954 212 2962 architecture ● construction management ● planning ● interiors

p. 954 418 BARR

5011 South State Road 7, Suite #107, Davie, Florida 33314

BURGER KING

NORTH LAUDERDALE FL 33068

1259-1399 STATE RD 7,

ATLAS CYPRESS LAKES ACCESSIBILITY IMPROVEMENTS

THIS DOCUMENT WAS PREPARED BY RON BARR ARCHITECT ACCORDING TO THE TERMS OF THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION. THIS DOCUMENT DOES NOT EITHER IN WHOLE OR IN PART CONSTITUTE ANY DIRECTION OR INSTRUCTION TO ANY CONTRACTOR WITH REGARDS TO CONSTRUCTION MEANS, METHODS OR TECHNIQUES BY THIS DOCUMENT THE ARCHITECT DOES NOT INTEND TO EXPRESS ANY OPINION, DIRECTION OR INSTRUCTION OF ANY KIND WHATSOEVER AS TO THE MANNER IN WHICH THE CONSTRUCTION WORK IS TO BE ACCOMPLISHED.

THIS DOCUMENT IS PROPERTY OF RON BARR ARCHITECT AND NO PART HEREIN SHALL BE USED EXCEPT FOR THE SPECIFIC PROJECT WITHOUT CONSENT OF RON BARR ARCHITECT

T F AA# 26003152

PUBLIX SUPERMARKET

architects general contractors

ELEMENTARY SCHOOL

The Design-Build Team

ELEMENTARY SCHOOL

BARR ARCHITECTURE, INC.

STATE OF FLORIDA RONALD BARR, A.I.A. AR 0016160

© COPYRIGHT 2024 BARR ARCHITECTURE, INC.

Revisions

CHASE

EXISTING ARCHITECTURAL SITE PLAN NOTED

1/31/2024

A-1.0

GENERAL SHEET NOTES

PUBLIX SUPERMARKET

1

ELEMENTARY SCHOOL

6 A-2.0

THE PROJECT SITE IS LOCATED AT AN OPERATIONAL FACILITY AND MUST REMAIN COMPLETELY OPERATIONAL DURING NORMAL BUSINESS HOURS (9:00 A.M. TO 10:00 P.M. WEEKDAYS AND WEEKENDS).

COORDINATE WITH THE OWNER ANY CONSTRUCTION ACTIVITIES WHICH MAY IMPEDE NORMAL OPERATIONS, INCLUDING ANY ACTIVITY WHICH OPERATES EXCESSIVE NOISE. REFERENCE SYMBOLS LEGEND, REFER TO SHEET A-0.0

5

A-2.0

A-2.0

3 A-2.0

4.1

DEMOLITION PLAN KEYNOTES

BURGER KING

ASPHALT OVERLAY. SEALCOAT & RE-STRIPE ADA PARKING STALLS AND/OR ACCESS AISLES TO MATCH EXISTING PATTERN. REFER TO PROPOSED PLAN ON SHEET A-3.1 FOR MORE INFO.

CHASE

REMOVE EXISTING LANDSCAPING AS NECESSARY FOR NEW CONCRETE WALKING SURFACE. REFER TO PROPOSED PLAN ON SHEET A-3.1

FIRESTONE TIRE

4.3

A R

REMOVE PORTION OF ISLAND & LANDSCAPING MATERIAL FOR NEW ACCESSIBLE SIDEWALK PER PROPOSED PLAN ON SHEET A-3.1

7

8 A-2.0

CONTRACTOR SHALL SCHEDULE A SITE VISIT AND VERIFY ALL EXISTING CONDITIONS AND BRING TO THE OWNER/ ARCHITECT'S ATTENTION ANY ADDITIONAL CONCERNS. TYPICAL.

ALL ASPHALT OVERLAY SHALL EXTEND FIVE FEET BEYOND AREA OF WORK. FEATHER OUT TO EXISTING ASPHALT.

4

37'-9"

"

'-1

37

22

16' -6

"

2

N

SCALE: 1/16" = 1'-0"

SCALE: 1/16" = 1'-0"

5

7

3

ADA PARKING/AISLE

1

13' -5"

12'-10"

SCALE: 1/16" = 1'-0"

10'-4"

FIRESTONE TIRE

" '-9

29

2 2

2

9'-3"

5

1

12 '-4

2

0" 5'-

2 2 9

3'-0"

20'-1"

1

TYP 8

21'-11"

"

2 5'1

TYP 8

43'-9"

2

7

15'-10"

3

8'-10"

3

'-5" 15

58'-1"

3

N

2

15'-8"

SCALE: 1/8" = 1'-0"

N

ADA PARKING/AISLE

TYP 8

2

7'-7"

1

ADA PARKING/AISLE

17'-10"

23'-7"

N

ADA ACCESS AISLE

5'-1"

'-2"

-2"

10'-6"

28

21'

2

7

41'-1"

2

1

2

2

9"

" '-0" '-11 5

6'-3"

"

17'-10"

1

2

2

5'-

D 5

1

TYP 8

15'-5"

5'-0

40'-9"

-4" 37'

18'-1"

2

1

7

40'-10"

19'-7"

2

2

5'-0"

2

40'-7"

6

2

28'-10"

"

BARR Architecture - G:\Shared drives\Projects 2024\Tobin Reyes\Atlas Cypress Lakes\CAD\ATLAS CYPRESS LAKES_PERMIT SET.dwg : Plotted: 7/12/2024 4:04:30 PM Plot Scale: 1'-0" = 1'-0" - monochrome.ctb - Layout Tab: A-2.0 - Last Saved: 7/12/2024 4:02:57 PM

2

2

24'-3"

RE-POSITION SHOPPING CART CORRAL AS NEEDED FOR PROPOSED ACCESSIBLE WALKING SURFACE. COORDINATE WITH SHEET A-3.1

"

9

A-3.0

REMOVE WHEEL STOPS AND HANDICAP PARKING POSTS. PATCH AND REPAIR ASPHALT SURFACE AS NECESSARY. PREP SURFACE FOR NEW STRIPING AND SEALCOATING PER PROPOSED PLAN ON SHEET A-3.1

8'-6

8

A-2.0

NORTH LAUDERDALE FL 33068

7

REWORK CURB RAMP AS NECESSARY TO ACHIEVE COMPLIANT SLOPES. PATCH ASPHALT AREA AS NEW TO ACHIEVE A SMOOTH TRANSITION FOR ASPHALT DRIVE AISLE TO CONCRETE RAMP.

architecture ● construction management ● planning ● interiors

6

REPAVE ASPHALT TO ACHIEVE COMPLIANT SLOPES THROUGHOUT ADA PARKING STALL, ACCESS AISLE & ACCESSIBLE WALKWAY. SEALCOAT & RE-STRIPE TO MATCH EXISTING PATTERN. REFER TO PROPOSED PLAN ON SHEET A-3.1 FOR MORE INFO.

Revisions

f. 954 212 2962

5

A-2.0

p. 954 418 BARR

4

4.2

REMOVE, RESURFACE AND/OR GRADE EXISTING ASPHALT AS NECESSARY FOR COMPLIANT SLOPES. PREP SURFACE FOR NEW STRIPING AND SEALCOATING PER PROPOSED PLAN ON SHEET A-3.1

1259-1399 STATE RD 7,

3

© COPYRIGHT 2024 BARR ARCHITECTURE, INC.

ATLAS CYPRESS LAKES ACCESSIBILITY IMPROVEMENTS

2

PATCH & REPAIR ASPHALT SURFACE. SEALCOAT & RE-STRIPE TO MATCH EXISTING PATTERN. COORDINATE WITH PROPOSED SHEET ON SHEET A-3.1 FOR MORE INFORMATION.

BARR ARCHITECTURE, INC.

1

T F A-2.0

5011 South State Road 7, Suite #107, Davie, Florida 33314

4.

2

AA# 26003152

3.

STATE OF FLORIDA RONALD BARR, A.I.A. AR 0016160 THIS DOCUMENT WAS PREPARED BY RON BARR ARCHITECT ACCORDING TO THE TERMS OF THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION. THIS DOCUMENT DOES NOT EITHER IN WHOLE OR IN PART CONSTITUTE ANY DIRECTION OR INSTRUCTION TO ANY CONTRACTOR WITH REGARDS TO CONSTRUCTION MEANS, METHODS OR TECHNIQUES BY THIS DOCUMENT THE ARCHITECT DOES NOT INTEND TO EXPRESS ANY OPINION, DIRECTION OR INSTRUCTION OF ANY KIND WHATSOEVER AS TO THE MANNER IN WHICH THE CONSTRUCTION WORK IS TO BE ACCOMPLISHED.

THE CONTRACTOR SHALL EXERCISE CARE IN CARRYING OUT HIS DUTIES AND IN THE PERFORMANCE OF HIS WORK SO AS TO MINIMIZE DAMAGES TO EXISTING EQUIPMENT, APPARATUS, WALLS AND SURFACES THAT ARE TO REMAIN. SHOULD SUCH ITEMS BE DAMAGED, THE CONTRACTOR SHALL REPLACE THE DAMAGED ITEMS OR PERFORM REMEDIAL WORK AT NO COST TO THE OWNER.

architects general contractors

2.

ELEMENTARY SCHOOL

The Design-Build Team

DO NOT SCALE DRAWINGS.

THIS DOCUMENT IS PROPERTY OF RON BARR ARCHITECT AND NO PART HEREIN SHALL BE USED EXCEPT FOR THE SPECIFIC PROJECT WITHOUT CONSENT OF RON BARR ARCHITECT

1.

A-2.0

2

DEMOLITION ARCHITECTURAL SITE PLAN NOTED

2

1/31/2024

N

6

ADA PARKING/AISLE SCALE: 1/16" = 1'-0"

N

8

ACCESS AISLE SLOPES SCALE: 1/16" = 1'-0"

N 4.1

ACCESSIBLE ROUTE FROM BUS STOP SCALE: 3/32" - 1'-0"

N 4.2

ACCESSIBLE ROUTE TO BUS STOP SCALE: 3/32" - 1'-0"

N 4.3

ACCESSIBLE ROUTE TO BUS STOP SCALE: 3/32" - 1'-0"

24-131

A-2.0

GENERAL SHEET NOTES

PUBLIX SUPERMARKET

1

2.

THE CONTRACTOR SHALL EXERCISE CARE IN CARRYING OUT HIS DUTIES AND IN THE PERFORMANCE OF HIS WORK SO AS TO MINIMIZE DAMAGES TO EXISTING EQUIPMENT, APPARATUS, WALLS AND SURFACES THAT ARE TO REMAIN. SHOULD SUCH ITEMS BE DAMAGED, THE CONTRACTOR SHALL REPLACE THE DAMAGED ITEMS OR PERFORM REMEDIAL WORK AT NO COST TO THE OWNER.

ELEMENTARY SCHOOL

ELEMENTARY SCHOOL

6 A-3.0

THE PROJECT SITE IS LOCATED AT AN OPERATIONAL FACILITY AND MUST REMAIN COMPLETELY OPERATIONAL DURING NORMAL BUSINESS HOURS (9:00 A.M. TO 10:00 P.M. WEEKDAYS AND WEEKENDS).

COORDINATE WITH THE OWNER ANY CONSTRUCTION ACTIVITIES WHICH MAY IMPEDE NORMAL OPERATIONS, INCLUDING ANY ACTIVITY WHICH OPERATES EXCESSIVE NOISE.

5

A-3.0

A-3.0

3 A-3.0

REFERENCE SYMBOLS LEGEND, REFER TO SHEET A-0.0

4.1

PROPOSED PLAN KEYNOTES

FIRESTONE TIRE

4.3

A R 7

A-3.0

CONTRACTOR SHALL SCHEDULE A SITE VISIT AND VERIFY ALL EXISTING CONDITIONS AND BRING TO THE OWNER/ ARCHITECT'S ATTENTION ANY ADDITIONAL CONCERNS. TYPICAL.

ALL ASPHALT OVERLAY SHALL EXTEND FIVE FEET BEYOND AREA OF WORK. FEATHER OUT TO EXISTING ASPHALT.

5'-0"

3

"

2

5'-11"

"

'-6

37'-9"

33'-10

NEW ACCESSIBLE CROSSWALK STRIPING.

37

5% MAX SLOPE 2% MAX CROSS SLOPE

2

16' -6

"

ADA PARKING/AISLE

1

SCALE: 1/16" = 1'-0"

2% MAX SLOPE

6'-3"

2"

2% MAX SLOPE

8'-10"

FIRESTONE TIRE

5

NEW 6" RETAINING LANDSCAPE CURB, TYP.

3'-0"

2

2

2"

'21

2

"

2'-0

2

" 2'-0

TYP 6

TYP 6

7 2

EXISTING SHOPPING CART CORRAL.

0"

'-1 20

2

-0"

2'

2'-

3'-0"

20'-1"

2% MAX SLOPE

5

" 4'-5

43'-9"

"

2 5'1

NEW 6" RETAINING LANDSCAPE CURB, TYP.

1

2

18'-2"

5% MAX SLOPE 2% MAX CROSS SLOPE

NEW RAMP RAILING. REFER TO DETAIL 4 ON SHEET A-4.0 FOR MORE INFO.

2

15'-8"

1'-0"

2

15'-10"

40'-7"

9'-0"

TYP 6

12'-10"

2

2

"

2'-0

NEW 6" RETAINING LANDSCAPE CURB, TYP.

3'-0"

13' -5"

9'-3"

5% MAX SLOPE 2% MAX CROSS SLOPE

5'-1"

8"

17'-10"

58'-1"

5'-5"

'18

6'-3"

CHASE

SCALE: 1/16" = 1'-0"

5

1

7'-7"

SCALE: 1/16" = 1'-0"

3

N

N

5

0"

2'-

2

23'-7"

SCALE: 1/8" = 1'-0"

2

ADA PARKING/AISLE

5% MAX SLOPE 2% MAX CROSS SLOPE

"

N

-2"

'-7"

20

6 5'-

1

ADA PARKING/AISLE

2% MAX SLOPE

21'

1"

N

NEW AISLE STRIPING

"

2

10'-6"

'-1 17

-4 46'

1

2

9"

5'-0"

TYP 6

2% MAX CROSS SLOPE

5'-

2% MAX SLOPE

15'-5"

2

8'-5"

17'-10"

1

5

41'-1"

D 1

NEW 6" RETAINING LANDSCAPE CURB, TYP.

5'-0"

40'-10"

40'-9"

'-0"

2

12

2% MAX SLOPE

-1" 46'

17'-3"

2% MAX CROSS SLOPE

5% MAX SLOPE 2% MAX CROSS SLOPE

" 6'-0

NEW ACCESSIBLE CROSSWALK STRIPING.

19'-7"

1

5% MAX SLOPE 2% MAX CROSS SLOPE

2

NEW ACCESSIBLE AISLE STRIPING.

2

5'-5"

0" 5'-

6'-

12 '-4

0"

7

PROPOSED SITE IMPROVEMENTS

1'-0"

" '-0 25

8'-0"

26'-11"

"

BARR Architecture - G:\Shared drives\Projects 2024\Tobin Reyes\Atlas Cypress Lakes\CAD\ATLAS CYPRESS LAKES_PERMIT SET.dwg : Plotted: 7/12/2024 4:05:35 PM Plot Scale: 1'-0" = 1'-0" - monochrome.ctb - Layout Tab: A-3.0 - Last Saved: 7/12/2024 4:02:57 PM

2

2

architecture ● construction management ● planning ● interiors

8 A-3.0

f. 954 212 2962

ALIGN NEW FINISHED WALKING SURFACE ELEVATION WITH EXISTING FINISHED SIDEWALK & ASPHALT ELEVATION. 1:48 (2.08%) MAX CROSS SLOPE, 1:20 (5%) MAX RUNNING SLOPE.

p. 954 418 BARR

NEW WHEEL STOPS LOCATED 2' AWAY FROM NEW ACCESSIBLE WALKING SURFACE, TYP. REFER TO TYPICAL DETAIL #5 ON SHEET A-4.0 FOR MORE INFO.

A-3.0

NORTH LAUDERDALE FL 33068

CHASE

5011 South State Road 7, Suite #107, Davie, Florida 33314

NEW SIDEWALK AND LANDSCAPE CURBING TRAVERSING LANDSCAPED AREA. 1:48 (2.08%) MAX CROSS SLOPE, 1:20 (5%) MAX RUNNING SLOPE. MARRY ASPHALT WITH CONCRETE FOR SMOOTH TRANSITION WHERE SURFACES ARE ADJOINING. REFER TO SHEET A-4.0 FOR MORE INFO.

1259-1399 STATE RD 7,

NEW CONCRETE LANDING. MARRY ASPHALT WITH CONCRETE FOR SMOOTH TRANSITION. SEE SHEET A-4.0 FOR MORE INFORMATION.

AA# 26003152

7

BURGER KING

ATLAS CYPRESS LAKES ACCESSIBILITY IMPROVEMENTS

6

NEW CURB RAMP 1:12 (8.3%) MAX RUNNING SLOPE. RAMP RISE SHALL NOT EXCEED 6". NEW STRIPING IN AREAS AFFECTED BY DEMOLITION. REFER TO DETAILS ON SHEET A-4.0 FOR MORE INFO.

Revisions

BARR ARCHITECTURE, INC.

5

NEW ACCESSIBLE WALKWAY AND STRIPING. 1:48 (2.08%) MAX CROSS SLOPE, 1:20 (5%) MAX RUNNING SLOPE. ALL PAINT TO COMPLY WITH F.D.O.T. MODIFY ASPHALT SURFACE AS NECESSARY ON EACH SIDE OF ROUTE.

24'-3"

4

4.2

21'-11"

3

© COPYRIGHT 2024 BARR ARCHITECTURE, INC.

A-3.0

"

2

NEW ASPHALT PAVING FOR ACCESSIBLE PARKING AND/OR ACCESS AISLES. MARRY NEW PAVEMENT WITH EXISTING PAVEMENT FOR SMOOTH TRANSITION. ALL ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL BE NO MORE THAN 2% SLOPE IN ALL DIRECTIONS. NEW STRIPING IN AREAS AFFECTED BY DEMO AND/OR REPAIRS SHALL MATCH EXISTING PATTERN.

8'-6

1

T F A-3.0

architects general contractors

4.

2

The Design-Build Team

3.

STATE OF FLORIDA RONALD BARR, A.I.A. AR 0016160 THIS DOCUMENT WAS PREPARED BY RON BARR ARCHITECT ACCORDING TO THE TERMS OF THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION. THIS DOCUMENT DOES NOT EITHER IN WHOLE OR IN PART CONSTITUTE ANY DIRECTION OR INSTRUCTION TO ANY CONTRACTOR WITH REGARDS TO CONSTRUCTION MEANS, METHODS OR TECHNIQUES BY THIS DOCUMENT THE ARCHITECT DOES NOT INTEND TO EXPRESS ANY OPINION, DIRECTION OR INSTRUCTION OF ANY KIND WHATSOEVER AS TO THE MANNER IN WHICH THE CONSTRUCTION WORK IS TO BE ACCOMPLISHED.

DO NOT SCALE DRAWINGS.

THIS DOCUMENT IS PROPERTY OF RON BARR ARCHITECT AND NO PART HEREIN SHALL BE USED EXCEPT FOR THE SPECIFIC PROJECT WITHOUT CONSENT OF RON BARR ARCHITECT

1.

A-3.0

7

2

2

NOTED 1/31/2024

N

6

ADA PARKING/AISLE SCALE: 1/16" = 1'-0"

N

7

RAMP RAILING SCALE: 1/4" = 1'-0"

N

8

ADA PARKING & ACCESS AISLE SLOPES SCALE: 1/16" = 1'-0"

N 4.1

ACCESSIBLE ROUTE FROM BUS STOP SCALE: 3/32" - 1'-0"

N 4.2

ACCESSIBLE ROUTE TO BUS STOP SCALE: 3/32" - 1'-0"

N 4.3

ACCESSIBLE ROUTE TO BUS STOP SCALE: 3/32" - 1'-0"

24-131

A-3.0

4,000 PSI MIN. PRECAST CONC. WHEEL STOP

7"

1:10 MAX SLOPE

TBD

1:10 MAX SLOPE

5'-0"

TBD

TBD

EXISTING ASPHALT OR CONCRETE

MARRY CONCRETE TO EXISTING ASPHALT OR CONCRETE EDGE WITH SMOOTH TRANSITION 5% MAX SLOPE 2% MAX CROSS SLOPE 6X6 #10/10 WWF

© COPYRIGHT 2024 BARR ARCHITECTURE, INC.

Revisions

5"

1:12 MAX RUNNING SLOPE

THIS DOCUMENT WAS PREPARED BY RON BARR ARCHITECT ACCORDING TO THE TERMS OF THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION. THIS DOCUMENT DOES NOT EITHER IN WHOLE OR IN PART CONSTITUTE ANY DIRECTION OR INSTRUCTION TO ANY CONTRACTOR WITH REGARDS TO CONSTRUCTION MEANS, METHODS OR TECHNIQUES BY THIS DOCUMENT THE ARCHITECT DOES NOT INTEND TO EXPRESS ANY OPINION, DIRECTION OR INSTRUCTION OF ANY KIND WHATSOEVER AS TO THE MANNER IN WHICH THE CONSTRUCTION WORK IS TO BE ACCOMPLISHED.

T F

THIS DOCUMENT IS PROPERTY OF RON BARR ARCHITECT AND NO PART HEREIN SHALL BE USED EXCEPT FOR THE SPECIFIC PROJECT WITHOUT CONSENT OF RON BARR ARCHITECT

STATE OF FLORIDA RONALD BARR, A.I.A. AR 0016160

NEW 4,000 PSI CONCRETE

1 8" MIN.

SAWCUT JOINT @ 5'-0" INTERVAL.

1 2" MIN.

2% MAX SLOPE

9'-0" L PRECAST CONC. WHEEL STOP PAINTED BLUE, TYP.

2% MAX SLOPE

60

2" R.

1

2" PREMOLDED EXPANSION JOINT @ 20'-0" INTERVAL.

SAWED JOINTS

EXPANSION JOINTS

NOTE: EXECUTE SAW CUT NO LATER THAN 8 HOURS AFTER INITIAL CONCRETE PLACEMENT, BUT NO SOONER THAN AS REQUIRED TO PREVENT SPALLING

3

SIDEWALK JOINT SECTION DETAIL SCALE: 1 1/2" = 1'-0"

4

D TYPICAL RAMP HANDRAIL DETAILS N.T.S.

ACCESSIBLE ISLE

INTERNATIONAL HC SYMBOL PAINTED WHITE

4" WIDE PAINTED SOLID WHITE LINES, TYP.

4" SOLID WHITE LINE

REFLECTORIZED PAINT (TYP)

5

ACCESSIBLE PARKING & STRIPING DETAIL N.T.S.

4" WIDE PAINTED SOLID WHITE LINE, TYP.

4" EQ

BARR ARCHITECTURE, INC.

1

4"

1 12"

BARR Architecture - G:\Shared drives\Projects 2024\Tobin Reyes\Atlas Cypress Lakes\CAD\ATLAS CYPRESS LAKES_PERMIT SET.dwg : Plotted: 7/12/2024 4:09:09 PM Plot Scale: 1'-0" = 1'-0" - monochrome.ctb - Layout Tab: A-4.0 - Last Saved: 7/12/2024 4:09:00 PM

TO MATCH EXISTING (VIF) 18' MIN.

4" WHITE LINE

NORTH LAUDERDALE FL 33068

N.T.S.

architecture ● construction management ● planning ● interiors

N.T.S.

CONCRETE SLAB SECTION DETAIL

f. 954 212 2962

2

p. 954 418 BARR

CURB RAMP TYPICAL DETAILS

1259-1399 STATE RD 7,

5'-0"

1

A R

#5 BAR CONTINOUS

5011 South State Road 7, Suite #107, Davie, Florida 33314

WELL COMPACTED FILL

NOTE: ACCESSIBLE PARKING SPACES SHALL COMPLY WITH INTERNATIONAL BUILDING CODE, ADA, AND LOCAL ORDINANCES.

AA# 26003152

1:12 MAX SLOPE

architects general contractors

TBD

0'-6"

ATLAS CYPRESS LAKES ACCESSIBILITY IMPROVEMENTS

DRIVE 2-#4 REBARS @ 1'-0" FROM END X, 1'-4"L.

The Design-Build Team

0'-8"

0'-4"

#4 REBAR CONT.

CONSTRUCTION DETAILS NOTED 1/31/2024

24-131

A-4.0

THIS DOCUMENT IS PROPERTY OF RON BARR ARCHITECT AND NO PART HEREIN SHALL BE USED EXCEPT FOR THE SPECIFIC PROJECT WITHOUT CONSENT OF RON BARR ARCHITECT

COLLEGE PLAZA ACCESSIBILITY IMPROVEMENTS COLLEGE PLAZA, 6046-6082 OKEECHOBEE BLVD WEST PALM BEACH, FL 33417 00-42-43-27-00-000-1070

T F

ABBREVIATIONS

THE CONTRACTOR SHALL SUBMIT A DETAILED CONSTRUCTION SCHEDULE COORDINATION ALL SUBCONTRACTORS, SUPPLIERS AND VENDORS. THE CONTRACTOR SHALL NOT ALLOW ON THE PROJECT ANY MATERIALS CONTAINING ASBESTOS, PETROLEUM OR PCB. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND DISTRIBUTING ALL CURRENT DRAWINGS TO THE SUBCONTRACTORS/VENDORS AS WELL AS SUPERVISING AND COORDINATING THE WORK OF ALL TRADES IN ACCORDANCE WITH THE SPECIFICATIONS AND MAKING ADJUSTMENTS IN LAYOUT AS REQUIRED. THE ARCHITECT SHALL BE NOTIFIED PRIOR TO THE EXECUTION OF THEIR REVISIONS TO AVOID CONFLICT BETWEEN TRADES FOR PROPER EXECUTION OF THE WORK. THE CONTRACTOR SHALL INSTALL ANY APPARATUS, APPLIANCE, MATERIAL OR WORK NOT SHOWN ON THE DRAWINGS BUT MENTIONED IN THE SPECIFICATIONS , OR VICE VERSA, OR ANY INCIDENTAL ACCESSORIES NECESSARY FOR COMPLETION OF THE WORK FOR OPERATION WITHOUT ADDITIONAL EXPENSE TO OWNER. THE CONTRACTOR SHALL COORDINATE ALL OWNER/TENANT SUPPLIED ITEMS AND INCORPORATE THE INSTALLATION INTO THE CONSTRUCTION SCHEDULE. THE CONTRACTOR SHALL PROVIDE ANY TEMPORARY UTILITIES INCLUDING, ELECTRICAL, WATER, AND TELEPHONE REQUIRED FOR THE COMPLETION OF THE PROJECT. OWNER. THE CONTRACTOR SHALL HAVE A DITIGITAL CAMERA ON SITE TO DOCUMENT ANY ISSUES THAT MAY NEED TO BE CLARIFIED. THESE PICTURES SHALL BE EMAILED TO THE ARCHITECT ALONG WITH AN RFI FOR CLARIFICATION.

THE CONTRACTOR SHALL MAINTAIN THE JOB SITE FREE FROM RUBBISH AND DEBRIS. DISPOSAL OF ALL CONSTRUCTION DEBRIS SHALL CONFORM TO BUILDING REGULATIONS.

THE CONTRACTOR SHALL RUN FIRE RATED WALLS AND PARTITIONS TO UNDERSIDE OF RATED ROOF/CEILING ASSEMBLY ABOVE: TAPE AND SEAL JOINTS. PROVIDE FIRE DAMPERS AT DUCT PENETRATIONS AS REQUIRED BY CODE. TAPE AND SEAL OTHER PENETRATIONS TO MAINTAIN INTEGRITY OF FIRERATED PARTITION USING ONLY UL APPROVED MATERIAL.

SYMBOLS

BARR Architecture - G:\Shared drives\Projects 2024\Dacar\College Plaza\CAD\COLLEGE PLAZA_PERMIT SET.dwg : Plotted: 7/9/2024 3:24:30 PM Plot Scale: 1'-0" = 1'-0" - monochrome.ctb - Layout Tab: A-0.0 - Last Saved: 7/9/2024 3:23:49 PM

THE CONTRACTOR SHALL FINISH GYPSUM WALLBOARD ABUTTING OTHER MATERIAL WITH METAL EDGE STRIPS. CONCEAL PIPING, DUCTWORK, AND CONDUIT.

THE CONTRACTOR SHALL BACK ALL ELECTRICAL CABINETS, FIRE EXTINGUISHERS, CABINETS AND OTHER RECESSED EQUIPMENT LOCATED IN FIRE-RATED WALLS WITH 5/8"TYPE 'X' GYPSUM BOARD AS REQUIRED TO MAINTAIN THE RATING. THE CONTRACTOR SHALL PROVIDE BRACING OR BLOCKING AS REQUIRED TO SUPPORT WALL MOUNTED EQUIPMENT: CABINETS, GRILLES, DOORS, WINDOWS, ETC.. WOOD BLOCKING SHALL BE FIRE RETARDANT TREATED. METAL STUDS MAY BE USED IN LIEU OF WOOD BLOCKING.

SECTION

ANY ROOM, WALL, FLOOR, OR CEILING FINISH NOT SCHEDULED SHALL BE ASSUMED TO BE IDENTICAL TO THE CLOSEST ROOM OF SIMILAR USE AND TYPE FOR PURPOSES OF BIDDING AND CONSTRUCTION. NOTIFY THE ARCHITECT OF ANY OBSERVED APPARENT DISCREPANCIES IN WRITING PRIOR TO COMMENCING WITH THE WORK. ANY DETAIL NOT SPECIFICALLY REFERENCED SHALL BE ASSUMED TO BE SIMILAR TO THAT SHOWN IN THE CLOSEST POSITION WHERE A SIMILAR CONDITIONS OCCURS FOR THE PURPOSES OF BIDDING AND CONSTRUCTION. NOTIFY THE ARCHITECT IN WRITING OF ANY OBSERVED APPARENT DISCREPANCIES PRIOR TO COMMENCING WITH THE WORK.

ELEVATION

2 A-02

ELEVATION INDENTIFICATION # SHEET WHERE ELEVATION IS DRAWN

THE CONTRACTOR SHALL PROVIDE UPON COMPLETION OF THE WORK A SET OF "AS-BUILT" NEATLY MARKED UP PLANS, THE ELECTRICAL CONTRACTORS "AS-BUILT" DRAWINGS SHALL BE INCLUDED. THESE DRAWINGS SHALL BE TRANSMITTED TO THE OWNER.

D

A

GRID LINE

A

INTERIOR ELEVATION ELEVATION INDENTIFICATION # SHEET WHERE INTERIOR ELEVATION IS DRAWN

A-02

B

C

1

336 E DANIA BEACH BLVD DANIA FL 33004 3028

CLIENT:

DACAR

LEGAL DESCRIPTION:

27-43-42, S 891.2 FT OF N 966.2 FT OF W 600 FT OF E 640 FT (LESS S 245 FT OF N 320 FT OF W 193 FT OF E 640 FT & S 200 FT OF N 275 FT OF W 220 FTOF E 260 FT) OF NE 1/4 OF NE 1/4

ARCHITECT OF RECORD:

RON BARR TEL: (954) 459-0494 EMAIL: RON@BARRARCHITECTURE.COM

PARCEL NUMBER:

00-42-43-27-00-000-1070

BARR ARCHITECTURE, INC. 5011 S STATE ROAD 7, SUITE 107 DAVIE, FL, 33314

A-0.0 PROJECT INFORMATION A-1.0 EXISTING ARCHITECTURAL SITE PLAN A-2.0 DEMOLITION ARCHITECTURAL SITE PLAN A-3.0 PROPOSED ARCHITECTURAL SITE PLAN A-3.1 PROPOSED SITE IMPROVEMENTS A-4.0 CONSTRUCTION DETAILS

ELECTRICAL NOT USED

MECHANICAL NOT USED

PLUMBING NOT USED

STRUCTURAL

NOT USED

LOCATION MAP

SECTION INDENTIFICATION # SHEET WHERE SECTION IS DRAWN

2 A-02

WHERE TWO OR MORE DETAILS, MATERIALS, OR CONDITIONS OCCUR IN APPARENT CONFLICT, THE CONTRACTOR SHALL INCLUDE THE MOST COSTLY SOLUTION IN HIS BID AND NOTIFY THE ARCHITECT OF ANY APPARENT DISCREPANCIES PRIOR TO START OF CONSTRUCTION.

MAILING ADDRESS:

DETAIL INDENTIFICATION # SHEET WHERE DETAIL IS DRAWN

2 A-02

THE CONTRACTOR SHALL NOT CUT ANY STEEL, WOOD, OR OTHER MAIN STRUCTURAL MEMBERS WITHOUT WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER.

DAROSY LLC

A R

D

THE CONTRACTOR SHALL PROVIDE AT ALL TIMES PROTECTION FROM THE WEATHER AND EXCESSIVE DUST THAT MAY IN ANY WAY DAMAGE THE WORK, MATERIAL, FIXTURES, AND EQUIPMENT, OR PRESENT DANGER TO PERSONNEL. ANY WORK UNDER CONTRACT BY THE GENERAL CONTRACTOR DAMAGED BY A FAILURE TO PROVIDE ADEQUATE PROTECTION SHALL BE REMOVED AND REPLACED WITH NEW WORK AT THE SOLE EXPENSE OF THE CONTRACTOR.

PROPERTY OWNER:

ARCHITECTURAL

1

DOOR TAG

A

WINDOW TAG

WALL TYPE

OKEECHOBEE BLVD

PROJECT

ELEVATION MARK

APPLICABLE CODES

A. B. C. D. E. F. G.

2023 8th Ed. FLORIDA BUILDING CODE 2023 8th Ed. FLORIDA EXISTING BUILDING CODE 2023 8th Ed. FLORIDA ACCESSIBILITY CODE 2023 8th Ed. TEST PROTOCOLS FOR HIGH VELOCITY HURRICANE ZONES 2023 8th Ed. FLORIDA FIRE PREVENTION CODE (FFPC) 2024 NFPA 220 STANDARD ON TYPES OF BUILDING CONSTRUCTION 2023 FLORIDA STATE STATUTES

architecture ● construction management ● planning ● interiors

THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS/VENDORS SHALL FAMILIARIZE THEMSELVES WITH AND CONFORM TO ALL REQUIREMENTS SET FORTH BY THE BUILDING OWNER OR MUNICIPALITY RELATIVE TO THE HOURS OF WORK.

ADA SITE IMPROVEMENTS

f. 954 212 2962

THE CONTRACTOR SHALL REFERENCE THE BUILDING SHELL DRAWINGS FOR ALL INFORMATION RELATIVE TO THE BUILDING SHELL AND FOR COORDINATION OF NEW WORK.

SCOPE OF WORK:

p. 954 418 BARR

THE CONTRACTOR SHALL OBTAIN ALL PERMITS, AND SECURE ALL CERTIFICATES OF INSPECTION AND OCCUPANCY THAT ARE REQUIRED BY THE GOVERNING JURISDICTION. THE OWNER SHALL RECEIVE A COPY OF THE PERMIT UPON ISSUANCE.

PANEL PAINT POLISHED PREFABRICATED PROJECT POUNDS PER SQ. FOOT POUNDS PER SQ. INCH PRESSURE TREATED PAINTED PAVEMENT QUANTITY REFRIGERATOR REQUIRED REINFORCING RETURN REVERSE, REVISION RIGID ROOM ROUGH OPENING SCHEDULE SOAP DISPENSER SEPARATE SECTION SHELF SHEET SIMILAR SPECIFICATION SPEAKER SQUARE SQUARE FEET STANDARD STEEL STORAGE SUBSTITUTE SURFACE SUSPEND-SUSPENDED SYSTEM TONGUE & GROOVE TELEPHONE THICK-THICKNESS TOILET PAPER HOLDER TRANSFORMER TYPICAL UNDERGROUND UNDERWRITERS LAB. VERTICAL WITH WATER CLOSET WOOD WATER HEATER WIRE MESH WITHOUT WATERPROOF WEATHER STRIPPING WELDED WIRE FABRIC

5011 South State Road 7, Suite #107, Davie, Florida 33314

THE CONTRACTOR SHALL INCLUDE ALL WORK NECESSARY TO ASSURE THE PROJECTS COMPLIANCE WITH THE MOST STRINGENT REQUIREMENTS OF THE CURRENT LOCAL EDITION BUILDING CODE AND ALL OTHER REGULATION CODES.

PNL PNT POL PREFAB PROJ PSF PSI PRTR PTD PVMT QTY REF REQD REINF RET REV RGD RM RO SCHED SD SEP SECT SHLF SHT SIM SPEC SPKR SQ SF STD STL STOR SUB SURF SUSP SYS T&G TEL THK TPH TRANS TYP UGND UL VERT W/ WC WD WH WM W/O WP WS WWF

AA# 26003152

THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL CARRY PUBLIC LIABILITY, PROPERTY, AND WORKMEN'S COMPENSATION INSURANCE. VALID CERTIFICATES OF ALL SHALL BE PROVIDED.

GLASS GRADE GYPSUM HOSE BIBB HANDICAP HARDWARE HEIGHT HOLLOW METAL HOUR HEATING/VENTILATING/ AIR CONDITIONING HW HOT WATER IN INCH INCAND INCANDESCENT INCL INCLUDE INFO INFORMATION INSUL INSULATE-INSULATION INT INTERIOR KIT KITCHEN LAM LAMINATED LAV LAVATORY LB POUND LIN LINEAR LL LIVE LOAD LT LIGHT LVR LOUVER MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MEMB MEMBRANE MTL METAL MFC METAL FURRING CHAN MFR MANUFACTURER MIN MINIMUM MIR MIRROR MISC MISCELLANEOUS MO MASONRY OPENING MR MOISTURE RESISTANT NAT NATURAL NIC NOT IN CONTRACT # NUMBER NOM NOMINAL NTS NOT TO SCALE OA OVERALL, OUTSIDE AIR OC ON CENTER OPG OPENING OPP OPPOSITE ORIG ORIGINAL PART PARTITION PL PLATE PLAS PLASTER PLYWD PLYWOOD

architects general contractors

THE CONTRACTOR SHALL NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS.

GL GR GYP HB HCP HDW HGT HM HR HVAC

DRAWING INDEX

The Design-Build Team

THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO THE SUBMISSION OF ANY BIDS, AND VERIFY THE ARCHITECTS DIMENSIONS, DETAILS AND INFORMATION PERTAINING TO THE PROJECT. IF ANY DISCREPANCIES, CONFLICTING INFORMATION, ERRORS OR OMISSIONS ARE PRESENT, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND OWNER IMMEDIATELY IN WRITING. ANY DISCREPANCY, OR CONFLICT NOT BROUGHT TO THE ATTENTION OF THE ARCHITECT AND OWNER PRIOR TO THE FINAL BID SUBMISSION SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

AB ANCHOR BOLT A/C AIR CONDITIONING AFF ABOVE FINISH FLOOR ALUM ALUMINUM APPROX APPROXIMATE ARCH ARCHITECTURAL BD BOARD BLDG BUILDING BLK BLOCK BOTT BOTTOM BRG BEARING BTWN BETWEEN CAB CABINET CLG CEILING CEM CEMENT CL CLOSET CLR CLEAR COL COLUMN CONC CONCRETE CONSTR CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR CT CERAMIC TILE CTR CENTER DEG ° DEGREE DEPT DEPARTMENT DET DETAIL DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DN DOWN DR DOOR DWG DRAWING EA EACH EL ELEVATION ELEC ELECTRICAL EQ EQUAL EQUIP EQUIPMENT EQUIV EQUIVALENT EW EACH WAY EXH EXHAUST EXIST EXISTING EXT EXTERIOR-EXTERNAL FD FLOOR DRAIN FIN FINISH FIX FIXTURE FLR FLOOR FLUOR FLUORESCENT FTG FOOTING FURR FURRING GA GAGE, GAUGE GALV GALVANIZED

PROJECT DATA

BARR ARCHITECTURE, INC.

THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES IN WRITING PRIOR TO SUBMITTING HIS BID.

PROJECT DIRECTORY

Revisions

COLLEGE PLAZA, 6046-6082 OKEECHOBEE BLVD WEST PALM BEACH, FL 33417

GENERAL NOTES

© COPYRIGHT 2024 BARR ARCHITECTURE, INC.

COLLEGE PLAZA ACCESSIBILITY IMPROVEMENTS

PROJECT INFORMATION

THIS DOCUMENT WAS PREPARED BY RON BARR ARCHITECT ACCORDING TO THE TERMS OF THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION. THIS DOCUMENT DOES NOT EITHER IN WHOLE OR IN PART CONSTITUTE ANY DIRECTION OR INSTRUCTION TO ANY CONTRACTOR WITH REGARDS TO CONSTRUCTION MEANS, METHODS OR TECHNIQUES BY THIS DOCUMENT THE ARCHITECT DOES NOT INTEND TO EXPRESS ANY OPINION, DIRECTION OR INSTRUCTION OF ANY KIND WHATSOEVER AS TO THE MANNER IN WHICH THE CONSTRUCTION WORK IS TO BE ACCOMPLISHED.

STATE OF FLORIDA RONALD BARR, A.I.A. AR 0016160

PROJECT INFORMATION NOTED

N

1/31/2024

24-2204

A-0.0

BARR Architecture - G:\Shared drives\Projects 2024\Dacar\College Plaza\CAD\COLLEGE PLAZA_PERMIT SET.dwg : Plotted: 7/9/2024 3:24:34 PM Plot Scale: 1'-0" = 1'-0" - monochrome.ctb - Layout Tab: A-1.0 - Last Saved: 7/9/2024 3:23:49 PM

A-2.0

2

D

1 EXISTING ARCHITECTURAL SITE PLAN

SCALE: 1/32" = 1'-0"

0' 8' 16' 32'

A R A-2.0

1

64'

1/32" = 1'-0"

24-2204

f. 954 212 2962 architecture ● construction management ● planning ● interiors

p. 954 418 BARR

5011 South State Road 7, Suite #107, Davie, Florida 33314

AA# 26003152

COLLEGE PLAZA, 6046-6082 OKEECHOBEE BLVD WEST PALM BEACH, FL 33417

COLLEGE PLAZA ACCESSIBILITY IMPROVEMENTS

THIS DOCUMENT WAS PREPARED BY RON BARR ARCHITECT ACCORDING TO THE TERMS OF THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION. THIS DOCUMENT DOES NOT EITHER IN WHOLE OR IN PART CONSTITUTE ANY DIRECTION OR INSTRUCTION TO ANY CONTRACTOR WITH REGARDS TO CONSTRUCTION MEANS, METHODS OR TECHNIQUES BY THIS DOCUMENT THE ARCHITECT DOES NOT INTEND TO EXPRESS ANY OPINION, DIRECTION OR INSTRUCTION OF ANY KIND WHATSOEVER AS TO THE MANNER IN WHICH THE CONSTRUCTION WORK IS TO BE ACCOMPLISHED.

THIS DOCUMENT IS PROPERTY OF RON BARR ARCHITECT AND NO PART HEREIN SHALL BE USED EXCEPT FOR THE SPECIFIC PROJECT WITHOUT CONSENT OF RON BARR ARCHITECT

T F architects general contractors

3

The Design-Build Team

A-2.0

BARR ARCHITECTURE, INC.

STATE OF FLORIDA RONALD BARR, A.I.A. AR 0016160

© COPYRIGHT 2024 BARR ARCHITECTURE, INC.

Revisions

EXISTING ARCHITECTURAL SITE PLAN

N NOTED

1/31/2024

A-1.0

5'-0"

" 5'-4

1

5'-4"

8

1

SCALE: 1/8" = 1'-0"

PROPERTY LINE

N

3

ACCESSIBLE PATHS AND EXISTING ADA PARKING

TYP 4

4

5'-1"

5'-2"

3 TYP

TYP 10 1

6'-0"

5'-2"

5 6

5'-0

"

COLLEGE PLAZA, 6046-6082 OKEECHOBEE BLVD WEST PALM BEACH, FL 33417

7'-1"

1

architecture ● construction management ● planning ● interiors

EXISTING ADA PARKING CURB RAMP

5'-6"

f. 954 212 2962

2

7

p. 954 418 BARR

N

3

5'-0"

5011 South State Road 7, Suite #107, Davie, Florida 33314

3'-2"

BARR Architecture - G:\Shared drives\Projects 2024\Dacar\College Plaza\CAD\COLLEGE PLAZA_PERMIT SET.dwg : Plotted: 7/9/2024 3:24:45 PM Plot Scale: 1'-0" = 1'-0" - monochrome.ctb - Layout Tab: A-2.0 - Last Saved: 7/9/2024 3:23:49 PM

3'-0"

7

AA# 26003152

D 9'-0"

PROPERTY LINE

PROPERTY LINE

COLLEGE PLAZA ACCESSIBILITY IMPROVEMENTS

EXACT LOCATION OF ACCESSIBLE ROUTE TO BE CONFIRMED. EXISTING TREE ROOTS IMPEDING ACCESSIBLE ROUTE TO BE VERIFIED IN FIELD AND REMOVED IF NECESSARY.

PROPERTY LINE

architects general contractors

CONTRACTOR SHALL SCHEDULE A SITE VISIT AND VERIFY ALL EXISTING CONDITIONS AND BRING TO THE OWNER/ ARCHITECT'S ATTENTION ANY ADDITIONAL CONCERNS. TYPICAL.

2

The Design-Build Team

REMOVE HANDICAP PARKING SIGNAGE AND WHEEL STOPS. COORDINATE WITH PROPOSED PLAN ON SHEET A-3.1

2

BARR ARCHITECTURE, INC.

REWORK CONCRETE SIDEWALK TO ACHIEVE COMPLIANT SLOPES ALONG THE ACCESSIBLE ROUTE. COORDINATE WITH PROPOSED PLAN ON SHEET A-3.1

5'-6"

1

19'-2"

REWORK CONCRETE LANDING TO ACHIEVE COMPLIANT SLOPES. COORDINATE WITH PROPOSED PLAN ON SHEET A-3.1

-1"

20'

22'-0"

SCALE: 1/8" = 1'-0"

5'-0"

EXISTING ADA PARKING & CROSSWALK

4'-0"

1

18'-0"

A R

N

27'-2"

10

2

3'-5"

REWORK PAVERS AS NECESSARY TO ACHIEVE COMPLIANT SLOPES ALONG ACCESSIBLE ROUTE. COORDINATE WITH PROPOSED PLAN ON SHEET A-3.1

4

"

7

Revisions

5'-6"

REWORK EXISTING CURB AS NECESSARY TO ACCOMMODATE NEW CURB RAMP. COORDINATE WITH PROPOSED PLAN ON SHEET A-3.1 REMOVE EXISTING STOP SIGN. TO BE RELOCATED. COORDINATE WITH PROPOSED PLAN ON SHEET A-3.1

9

PROPERTY LINE

1

REWORK PORTION OF EXISTING LANDSCAPING TO ACCOMMODATE NEW CONSTRUCTION OF NEW SIDEWALK. COORDINATE WITH PROPOSED PLAN ON SHEET A-3.1

6

8

26'-6"

REWORK CURB RAMP AS NECESSARY TO ACHIEVE COMPLIANT SLOPES. PATCH ASPHALT AREA AS NEW TO ACHIEVE A SMOOTH TRANSITION BETWEEN ASPHALT AND RAMP.

© COPYRIGHT 2024 BARR ARCHITECTURE, INC.

6'-8

5

2

5'-0"

4

REMOVE PORTIONS OF CONCRETE SIDEWALK, RAMPS & CURBS AS NECESSARY TO ACHIEVE COMPLIANT SLOPES ALONG ACCESSIBLE ROUTE. COORDINATE WITH PROPOSED PLAN ON SHEET A-3.1

PROPERTY LINE

6'-2"

23'-5"

3'-5"

3

2

37'-2"

2

7'-4"

T F

1

4'-10"

RESURFACE / GRADE EXISTING ASPHALT AS NECESSARY TO ACHIEVE COMPLIANT SLOPES. REWORK ANY AREAS OF DAMAGED / DETERIORATED ASPHALT AS NECESSARY FOR LEVEL SURFACE PER PROPOSED SITE PLAN. PREP SURFACE FOR NEW STRIPING AND SEALCOATING. COORDINATE WITH PROPOSED PLAN ON SHEET A-3.1

9

5'-7"

DEMOLITION PLAN KEYNOTES 1

THIS DOCUMENT IS PROPERTY OF RON BARR ARCHITECT AND NO PART HEREIN SHALL BE USED EXCEPT FOR THE SPECIFIC PROJECT WITHOUT CONSENT OF RON BARR ARCHITECT

-4" 26'

THE PROJECT SITE IS LOCATED AT AN OPERATIONAL FACILITY AND MUST REMAIN COMPLETELY OPERATIONAL DURING NORMAL BUSINESS HOURS (9:00 A.M. TO 10:00 P.M. WEEKDAYS AND WEEKENDS).

COORDINATE WITH THE OWNER ANY CONSTRUCTION ACTIVITIES WHICH MAY IMPEDE NORMAL OPERATIONS, INCLUDING ANY ACTIVITY WHICH OPERATES EXCESSIVE NOISE. REFERENCE SYMBOLS LEGEND, REFER TO SHEET A-0.0

4.

PROPERTY LINE

THIS DOCUMENT WAS PREPARED BY RON BARR ARCHITECT ACCORDING TO THE TERMS OF THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION. THIS DOCUMENT DOES NOT EITHER IN WHOLE OR IN PART CONSTITUTE ANY DIRECTION OR INSTRUCTION TO ANY CONTRACTOR WITH REGARDS TO CONSTRUCTION MEANS, METHODS OR TECHNIQUES BY THIS DOCUMENT THE ARCHITECT DOES NOT INTEND TO EXPRESS ANY OPINION, DIRECTION OR INSTRUCTION OF ANY KIND WHATSOEVER AS TO THE MANNER IN WHICH THE CONSTRUCTION WORK IS TO BE ACCOMPLISHED.

2

PROPERTY LINE

" 3'-6

15'-11"

3.

STATE OF FLORIDA RONALD BARR, A.I.A. AR 0016160

16'-0"

THE CONTRACTOR SHALL EXERCISE CARE IN CARRYING OUT HIS DUTIES AND IN THE PERFORMANCE OF HIS WORK SO AS TO MINIMIZE DAMAGES TO EXISTING EQUIPMENT, APPARATUS, WALLS AND SURFACES THAT ARE TO REMAIN. SHOULD SUCH ITEMS BE DAMAGED, THE CONTRACTOR SHALL REPLACE THE DAMAGED ITEMS OR PERFORM REMEDIAL WORK AT NO COST TO THE OWNER.

9'-0"

2.

9

44' -2"

DO NOT SCALE DRAWINGS.

8

24'-2"

1.

6'-0" 8'-8"

GENERAL SHEET NOTES

5'-0" 50'-8"

DEMOLITION ARCHITECTURAL SITE PLAN NOTED

SCALE: 1/16" = 1'-0" 1/31/2024

24-2204

A-2.0

BARR Architecture - G:\Shared drives\Projects 2024\Dacar\College Plaza\CAD\COLLEGE PLAZA_PERMIT SET.dwg : Plotted: 7/9/2024 3:24:49 PM Plot Scale: 1'-0" = 1'-0" - monochrome.ctb - Layout Tab: A-3.0 - Last Saved: 7/9/2024 3:23:49 PM

A-3.1

2

N

D

1 PROPOSED ARCHITECTURAL SITE PLAN

0' 8' 16' 32' 64'

A R A-3.1

1

1/32" = 1'-0"

24-2204

f. 954 212 2962 architecture ● construction management ● planning ● interiors

p. 954 418 BARR

5011 South State Road 7, Suite #107, Davie, Florida 33314

AA# 26003152

COLLEGE PLAZA, 6046-6082 OKEECHOBEE BLVD WEST PALM BEACH, FL 33417

COLLEGE PLAZA ACCESSIBILITY IMPROVEMENTS

THIS DOCUMENT WAS PREPARED BY RON BARR ARCHITECT ACCORDING TO THE TERMS OF THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION. THIS DOCUMENT DOES NOT EITHER IN WHOLE OR IN PART CONSTITUTE ANY DIRECTION OR INSTRUCTION TO ANY CONTRACTOR WITH REGARDS TO CONSTRUCTION MEANS, METHODS OR TECHNIQUES BY THIS DOCUMENT THE ARCHITECT DOES NOT INTEND TO EXPRESS ANY OPINION, DIRECTION OR INSTRUCTION OF ANY KIND WHATSOEVER AS TO THE MANNER IN WHICH THE CONSTRUCTION WORK IS TO BE ACCOMPLISHED.

THIS DOCUMENT IS PROPERTY OF RON BARR ARCHITECT AND NO PART HEREIN SHALL BE USED EXCEPT FOR THE SPECIFIC PROJECT WITHOUT CONSENT OF RON BARR ARCHITECT

T F architects general contractors

A-3.1

The Design-Build Team

3

BARR ARCHITECTURE, INC.

STATE OF FLORIDA RONALD BARR, A.I.A. AR 0016160

© COPYRIGHT 2024 BARR ARCHITECTURE, INC.

Revisions

PROPOSED ARCHITECTURAL SITE PLAN NOTED

SCALE: 1/32" = 1'-0"

1/31/2024

A-3.0

GENERAL SHEET NOTES

5'-0"

2% MAX SLOPE

-4" 26' 1

2% MAX SLOPE

2% MAX SLOPE

2% MAX SLOPE

REFERENCE SYMBOLS LEGEND, REFER TO SHEET A-0.0

" 3'-8 4'-4"

NEW ASPHALT PAVING FOR ACCESSIBLE PARKING AND/OR ACCESS AISLES. MARRY NEW PAVEMENT WITH EXISTING PAVEMENT FOR SMOOTH TRANSITION. ALL ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL BE NO MORE THAN 2% SLOPE IN ALL DIRECTIONS. NEW STRIPING IN AREAS AFFECTED BY DEMOLITION WORK SHALL MATCH EXISTING PATTERN.

1 2% MAX SLOPE

2% MAX SLOPE

5

6

4'-7"

N

ADA PARKING & CURB RAMP

2

SCALE: 1/8" = 1'-0"

PROPERTY LINE

N

3

ACCESSIBLE PATHS AND ADA PARKING

5% MAX SLOPE 2% MAX CROSS SLOPE

10

3

A-4.0

5

78'-6"

3 TYP

76'-7"

12

2% MAX SLOPE

2% MAX SLOPE 2% MAX SLOPE

12'-0"

5'-0"

2% MAX SLOPE 2% MAX SLOPE

12'-0" 46'-0"

5'-0"

12'-0"

77'-1"

NEW WHEEL STOPS & ADA PARKING SIGNAGE, TYP.

5'-0" 10'-6" 2'-6"

7'-1"

5'-6"

2 5% MAX SLOPE 2% MAX CROSS SLOPE

3 5% MAX SLOPE 2% MAX CROSS SLOPE

5'-0

8

"

2% MAX SLOPE

4'-4"

architecture ● construction management ● planning ● interiors

BARR Architecture - G:\Shared drives\Projects 2024\Dacar\College Plaza\CAD\COLLEGE PLAZA_PERMIT SET.dwg : Plotted: 7/9/2024 3:24:59 PM Plot Scale: 1'-0" = 1'-0" - monochrome.ctb - Layout Tab: A-3.1 - Last Saved: 7/9/2024 3:23:49 PM

3

PROPERTY LINE

PROPERTY LINE

11

f. 954 212 2962

9

19'-11"

D 9

5'-0"

p. 954 418 BARR

9

COLLEGE PLAZA, 6046-6082 OKEECHOBEE BLVD WEST PALM BEACH, FL 33417

55 SPACES 3 SPACES 3 SPACES

11

5011 South State Road 7, Suite #107, Davie, Florida 33314

TOTAL EXISTING PARKING REQUIRED ACCESSIBLE PARKING PROVIDED ACCESSIBLE PARKING

29'-11"

DETECTABLE WARNING SURFACE

3

AA# 26003152

OUTPARCEL PARKING CALCULATIONS

COLLEGE PLAZA ACCESSIBILITY IMPROVEMENTS

343 SPACES 8 SPACES 8 SPACES

architects general contractors

TOTAL EXISTING PARKING REQUIRED ACCESSIBLE PARKING PROVIDED ACCESSIBLE PARKING

PROPERTY LINE

The Design-Build Team

EXISTING PARKING CALCULATIONS

5% MAX SLOPE 2% MAX CROSS SLOPE

2'-9"

SCALE: 1/8" = 1'-0"

6'-0" 8'-6" 4'-8"

CONSTRUCT NEW 8" X 4" SIDEWALK EXTENSION. EMBED #5 BAR @ 18" O.C. WITH 6" EPOXY EMBEDMENT AND 4" EXTENSION. NEW EXTENSION FINISHED ELEVATION SHALL ALIGN WITH EXISTING SIDEWALK ELEVATION.

19'-3"

A R

ADA PARKING & CURB RAMP

1

16'-0"

12

N

24'-11"

PAVERS RESET ALONG ACCESSIBLE ROUTES. TO MATCH EXISTING. 1:48 (2.08%) MAX CROSS SLOPE, 1:20 (5%) MAX RUNNING SLOPE.

5'-6"

2% MAX SLOPE

9'-0"

11

4

"

NEW SIDEWALK FINISHED SURFACE SHALL ALIGN WITH THE EXISTING SIDEWALK FINISHED SURFACE.

11

1

44' -2

10

3

'-0"

REPAIR UNEVEN SURFACES THROUGHOUT PARKING SPACES & ACCESS AISLES. RESTRIPE TO MATCH EXISTING CONFIGURATION.

1"6

9

3'-1

NEW STOP SIGN LOCATION.

5'-0"

8

5'-6"

22'-1"

REPAIR UNEVEN ASPHALT ALONG PATH OF TRAVEL. SEALCOAT & RE-STRIPE AFFECTED AREAS. ALL PAINT TO COMPLY WITH F.D.O.T.

4'-0"4'-0"

7

PROPERTY LINE

2'-0"

NEW HANDICAP ACCESSIBLE PARKING SIGNAGE POST & STRIPING.

Revisions

16'-3"

7 TYP

6

© COPYRIGHT 2024 BARR ARCHITECTURE, INC.

6'-2"

5% MAX SLOPE 2% MAX CROSS SLOPE

7 1/2"

NEW SIDEWALK TRAVERSING LANDSCAPED AREA.

19'-7"

2% MAX SLOPE

37'-2"

5

PROPERTY LINE

5% MAX SLOPE 2% MAX CROSS SLOPE

5% MAX SLOPE 2% MAX CROSS SLOPE

NEW CURB RAMP 1:12 (8.3%) MAX RUNNING SLOPE. NEW STRIPING IN AREAS AFFECTED BY DEMOLITION. REFER TO DETAILS ON SHEET A-4.0 FOR MORE INFO. NEW CONCRETE LANDING.

7'-4"

3

4'-10"

NEW ACCESSIBLE WALKWAY AND STRIPING. 1:48 (2.08%) MAX CROSS SLOPE, 1:20 (5%) MAX RUNNING SLOPE. ALL PAINT TO COMPLY WITH F.D.O.T. MODIFY ASPHALT SURFACE AS NECESSARY ON EACH SIDE OF ROUTE.

4

4

T F

6

4

3

5'-6"

DETECTABLE WARNING SURFACE

7

" 5'-4

2

4

THIS DOCUMENT WAS PREPARED BY RON BARR ARCHITECT ACCORDING TO THE TERMS OF THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION. THIS DOCUMENT DOES NOT EITHER IN WHOLE OR IN PART CONSTITUTE ANY DIRECTION OR INSTRUCTION TO ANY CONTRACTOR WITH REGARDS TO CONSTRUCTION MEANS, METHODS OR TECHNIQUES BY THIS DOCUMENT THE ARCHITECT DOES NOT INTEND TO EXPRESS ANY OPINION, DIRECTION OR INSTRUCTION OF ANY KIND WHATSOEVER AS TO THE MANNER IN WHICH THE CONSTRUCTION WORK IS TO BE ACCOMPLISHED.

THE PROJECT SITE IS LOCATED AT AN OPERATIONAL FACILITY AND MUST REMAIN COMPLETELY OPERATIONAL DURING NORMAL BUSINESS HOURS (9:00 A.M. TO 10:00 P.M. WEEKDAYS AND WEEKENDS). COORDINATE WITH THE OWNER ANY CONSTRUCTION ACTIVITIES WHICH MAY IMPEDE NORMAL OPERATIONS, INCLUDING ANY ACTIVITY WHICH OPERATES EXCESSIVE NOISE.

PROPOSED PLAN KEYNOTES 1

PROPERTY LINE

-6" 23'

24'-2"

4.

STATE OF FLORIDA RONALD BARR, A.I.A. AR 0016160

PROPERTY LINE

15'-11"

3.

5% MAX SLOPE 2% MAX CROSS SLOPE

THIS DOCUMENT IS PROPERTY OF RON BARR ARCHITECT AND NO PART HEREIN SHALL BE USED EXCEPT FOR THE SPECIFIC PROJECT WITHOUT CONSENT OF RON BARR ARCHITECT

THE CONTRACTOR SHALL EXERCISE CARE IN CARRYING OUT HIS DUTIES AND IN THE PERFORMANCE OF HIS WORK SO AS TO MINIMIZE DAMAGES TO EXISTING EQUIPMENT, APPARATUS, WALLS AND SURFACES THAT ARE TO REMAIN. SHOULD SUCH ITEMS BE DAMAGED, THE CONTRACTOR SHALL REPLACE THE DAMAGED ITEMS OR PERFORM REMEDIAL WORK AT NO COST TO THE OWNER.

BARR ARCHITECTURE, INC.

2.

5

5'-2" 6'-0"

DO NOT SCALE DRAWINGS.

5'-4"

1.

6'-0" 8'-8"

4

1 TYP

PROPOSED SITE IMPROVEMENTS NOTED

SCALE: 1/16" = 1'-0" 1/31/2024

24-2204

A-3.1

4,000 PSI MIN. PRECAST CONC. WHEEL STOP STATE OF FLORIDA RONALD BARR, A.I.A. AR 0016160

T F #4 REBAR CONT.

5'-0"

DRIVE 2-#4 REBARS @ 1'-0" FROM END X, 1'-4"L.

NOTE: ACCESSIBLE PARKING SPACES SHALL COMPLY WITH INTERNATIONAL BUILDING CODE, ADA, AND LOCAL ORDINANCES.

N.T.S.

A R TO MATCH EXISTING (VIF) 18' MIN.

SAWCUT JOINT @ 5'-0" INTERVAL.

1 2" MIN.

60

1

2" PREMOLDED EXPANSION JOINT @ 20'-0" INTERVAL.

D SAWED JOINTS

WELL COMPACTED FILL

#5 BAR CONTINOUS

4" WIDE PAINTED SOLID WHITE LINES, TYP.

EXPANSION JOINTS

4" SOLID WHITE LINE

3

N.T.S.

2"

4-1/2"

3" 3"

"

"

1'-6

1'-3

4 1/2"

PARKING BY DISABLED PERMIT ONLY

6" STD. WT. STEEL PIPE FILLED WITH CONCRETE. COLOR OF FINISH COAT SHALL BE OSHA SAFETY YELLOW

3"

5'-0"

SCALE: 1 1/2" = 1'-0" F.D.O.T FTP- 25 NOTE: SIGNAGE MAY BE PLACED ON BUILDING IF APPROPRIATE

WHITE PAINT PAVEMENT MARKING

9"

SIDEWALK JOINT SECTION DETAIL

BLUE

CONCRETE SLAB SECTION DETAIL

WHITE

2

2'-1 1/2" 3" 1'-3"

3"

BARR Architecture - G:\Shared drives\Projects 2024\Dacar\College Plaza\CAD\COLLEGE PLAZA_PERMIT SET.dwg : Plotted: 7/9/2024 3:25:14 PM Plot Scale: 1'-0" = 1'-0" - monochrome.ctb - Layout Tab: A-4.0 - Last Saved: 7/9/2024 3:23:49 PM

NOTE: EXECUTE SAW CUT NO LATER THAN 8 HOURS AFTER INITIAL CONCRETE PLACEMENT, BUT NO SOONER THAN AS REQUIRED TO PREVENT SPALLING

/2" 1 7

2500 P.S.I. CONC ALL POST MOUNTED SIGNS.

REFLECTORIZED PAINT (TYP)

4

ACCESSIBLE ISLE

INTERNATIONAL HC SYMBOL PAINTED WHITE

4" EQ

ACCESSIBLE PARKING & STRIPING DETAIL N.T.S.

WHITE SYMBOL ON BLUE BACKGROUND

1" HIGH BLACK LETTERS ON WHITE BACKGROUND

CONTRACTOR SHALL PROVIDE VAN ACCESSIBLE PARKING SIGNAGE AS REQUIRED. REFER TO SHEET A-3.0 FOR LOCATIONS 3" HIGH WHITE LETTERS ON BLUE BACKGROUND

CHANNEL SIGN POST 3#/FT FLANGED U-CHANNEL TYPE PAINT TRAFFIC BLUE.

NOTE: 1. FOR ALUMINUM POST, BASE FOUNDATION AND FUSE ASSEMBLY, REFER TO FDOT INDEX NO. 11860.

(STATE OF FLORIDA DOT 2008 DESIGN STANDARDS) OR BROWARD COUNTY TYPICAL SIGN ASSEMBLY DETAIL. (ENGINEERING DESIGN STANDARDS LATEST EDITION)

architecture ● construction management ● planning ● interiors

0'-6"

2" R.

f. 954 212 2962

0'-8"

0'-4"

1

4" WIDE PAINTED SOLID WHITE LINE, TYP.

p. 954 418 BARR

NEW 4,000 PSI CONCRETE

5011 South State Road 7, Suite #107, Davie, Florida 33314

5% MAX SLOPE 2% MAX CROSS SLOPE 6X6 #10/10 WWF

2% MAX SLOPE

AA# 26003152

1 8" MIN.

2% MAX SLOPE

9'-0" L PRECAST CONC. WHEEL STOP PAINTED BLUE, TYP.

architects general contractors

MARRY CONCRETE TO EXISTING ASPHALT OR CONCRETE EDGE WITH SMOOTH TRANSITION

1 12"

EXISTING ASPHALT OR CONCRETE

4" WHITE LINE

COLLEGE PLAZA ACCESSIBILITY IMPROVEMENTS

CURB RAMP TYPICAL DETAILS

Revisions

4"

1

© COPYRIGHT 2024 BARR ARCHITECTURE, INC.

COLLEGE PLAZA, 6046-6082 OKEECHOBEE BLVD WEST PALM BEACH, FL 33417

TBD

BARR ARCHITECTURE, INC.

5'-0"

TBD

1:12 MAX SLOPE

The Design-Build Team

TBD

1:12 MAX RUNNING SLOPE

THIS DOCUMENT WAS PREPARED BY RON BARR ARCHITECT ACCORDING TO THE TERMS OF THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION. THIS DOCUMENT DOES NOT EITHER IN WHOLE OR IN PART CONSTITUTE ANY DIRECTION OR INSTRUCTION TO ANY CONTRACTOR WITH REGARDS TO CONSTRUCTION MEANS, METHODS OR TECHNIQUES BY THIS DOCUMENT THE ARCHITECT DOES NOT INTEND TO EXPRESS ANY OPINION, DIRECTION OR INSTRUCTION OF ANY KIND WHATSOEVER AS TO THE MANNER IN WHICH THE CONSTRUCTION WORK IS TO BE ACCOMPLISHED.

5"

1:10 MAX SLOPE

TBD

1:10 MAX SLOPE

THIS DOCUMENT IS PROPERTY OF RON BARR ARCHITECT AND NO PART HEREIN SHALL BE USED EXCEPT FOR THE SPECIFIC PROJECT WITHOUT CONSENT OF RON BARR ARCHITECT

7"

CONSTRUCTION DETAILS

4" NOTED

5

TYP. ACCESSIBLE PARKING SYMBOL N.T.S.

6

TYP. ACCESSIBLE SIGNAGE

1/31/2024

N.T.S.

24-2204

A-4.0

T F

ABBREVIATIONS

THE CONTRACTOR SHALL SUBMIT A DETAILED CONSTRUCTION SCHEDULE COORDINATION ALL SUBCONTRACTORS, SUPPLIERS AND VENDORS. THE CONTRACTOR SHALL NOT ALLOW ON THE PROJECT ANY MATERIALS CONTAINING ASBESTOS, PETROLEUM OR PCB. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND DISTRIBUTING ALL CURRENT DRAWINGS TO THE SUBCONTRACTORS/VENDORS AS WELL AS SUPERVISING AND COORDINATING THE WORK OF ALL TRADES IN ACCORDANCE WITH THE SPECIFICATIONS AND MAKING ADJUSTMENTS IN LAYOUT AS REQUIRED. THE ARCHITECT SHALL BE NOTIFIED PRIOR TO THE EXECUTION OF THEIR REVISIONS TO AVOID CONFLICT BETWEEN TRADES FOR PROPER EXECUTION OF THE WORK. THE CONTRACTOR SHALL INSTALL ANY APPARATUS, APPLIANCE, MATERIAL OR WORK NOT SHOWN ON THE DRAWINGS BUT MENTIONED IN THE SPECIFICATIONS , OR VICE VERSA, OR ANY INCIDENTAL ACCESSORIES NECESSARY FOR COMPLETION OF THE WORK FOR OPERATION WITHOUT ADDITIONAL EXPENSE TO OWNER. THE CONTRACTOR SHALL COORDINATE ALL OWNER/TENANT SUPPLIED ITEMS AND INCORPORATE THE INSTALLATION INTO THE CONSTRUCTION SCHEDULE. THE CONTRACTOR SHALL PROVIDE ANY TEMPORARY UTILITIES INCLUDING, ELECTRICAL, WATER, AND TELEPHONE REQUIRED FOR THE COMPLETION OF THE PROJECT. OWNER. THE CONTRACTOR SHALL HAVE A DITIGITAL CAMERA ON SITE TO DOCUMENT ANY ISSUES THAT MAY NEED TO BE CLARIFIED. THESE PICTURES SHALL BE EMAILED TO THE ARCHITECT ALONG WITH AN RFI FOR CLARIFICATION.

BARR Architecture - G:\Shared drives\Projects 2022\Tobin Reyes\Westgate Shopping Center\CAD FILES\WESTGATE SHOPPING CENTER.dwg : Plotted: 6/13/2024 10:09:59 AM Plot Scale: 1'-0" = 1'-0" - monochrome.ctb - Layout Tab: A-0.0 - Last Saved: 5/28/2024 1:04:22 PM

THE CONTRACTOR SHALL MAINTAIN THE JOB SITE FREE FROM RUBBISH AND DEBRIS. DISPOSAL OF ALL CONSTRUCTION DEBRIS SHALL CONFORM TO BUILDING REGULATIONS.

THE CONTRACTOR SHALL RUN FIRE RATED WALLS AND PARTITIONS TO UNDERSIDE OF RATED ROOF/CEILING ASSEMBLY ABOVE: TAPE AND SEAL JOINTS. PROVIDE FIRE DAMPERS AT DUCT PENETRATIONS AS REQUIRED BY CODE. TAPE AND SEAL OTHER PENETRATIONS TO MAINTAIN INTEGRITY OF FIRERATED PARTITION USING ONLY UL APPROVED MATERIAL.

CLIENT:

DACAR MANAGEMENT LLC ARCHITECT OF RECORD:

RON BARR TEL: (954) 459-0494 EMAIL: RON@BARRARCHITECTURE.COM BARR ARCHITECTURE, INC. 5011 S STATE ROAD 7, SUITE 107 DAVIE, FL, 33314

SYMBOLS

THE CONTRACTOR SHALL FINISH GYPSUM WALLBOARD ABUTTING OTHER MATERIAL WITH METAL EDGE STRIPS. CONCEAL PIPING, DUCTWORK, AND CONDUIT.

THE CONTRACTOR SHALL BACK ALL ELECTRICAL CABINETS, FIRE EXTINGUISHERS, CABINETS AND OTHER RECESSED EQUIPMENT LOCATED IN FIRE-RATED WALLS WITH 5/8"TYPE 'X' GYPSUM BOARD AS REQUIRED TO MAINTAIN THE RATING. THE CONTRACTOR SHALL PROVIDE BRACING OR BLOCKING AS REQUIRED TO SUPPORT WALL MOUNTED EQUIPMENT: CABINETS, GRILLES, DOORS, WINDOWS, ETC.. WOOD BLOCKING SHALL BE FIRE RETARDANT TREATED. METAL STUDS MAY BE USED IN LIEU OF WOOD BLOCKING.

SECTION

ANY ROOM, WALL, FLOOR, OR CEILING FINISH NOT SCHEDULED SHALL BE ASSUMED TO BE IDENTICAL TO THE CLOSEST ROOM OF SIMILAR USE AND TYPE FOR PURPOSES OF BIDDING AND CONSTRUCTION. NOTIFY THE ARCHITECT OF ANY OBSERVED APPARENT DISCREPANCIES IN WRITING PRIOR TO COMMENCING WITH THE WORK. ANY DETAIL NOT SPECIFICALLY REFERENCED SHALL BE ASSUMED TO BE SIMILAR TO THAT SHOWN IN THE CLOSEST POSITION WHERE A SIMILAR CONDITIONS OCCURS FOR THE PURPOSES OF BIDDING AND CONSTRUCTION. NOTIFY THE ARCHITECT IN WRITING OF ANY OBSERVED APPARENT DISCREPANCIES PRIOR TO COMMENCING WITH THE WORK.

ELEVATION

2 A-02

A

GRID LINE

A

INTERIOR ELEVATION ELEVATION INDENTIFICATION # SHEET WHERE INTERIOR ELEVATION IS DRAWN

A-02

B

C

1

LEGAL DESCRIPTION:

NEW RIVER ESTATES SEC 6 116-37 B PART OF PARCEL C DESC'D AS,COMM AT NW COR OF PAR C,SW 175 TO POBSE 175,SLY 26.72,ELY 200,NLY 200 TO PT ON N/L,ELY 1359.12,SW 300, NW 255.48,NW 380.85,SW 170,WLY 175,WLY 231.30 TO INTERSEC WITH LINE 18.70,E OF E/L PAR B,NRE #5 297.25,N 20.47 TO POB LESS FOLIO 03-003.2 & 003.3 AKA: WESTGATE PARCEL 1

PARCEL NUMBER:

504004030030

LOCATION MAP

ELEVATION INDENTIFICATION # SHEET WHERE ELEVATION IS DRAWN

THE CONTRACTOR SHALL PROVIDE UPON COMPLETION OF THE WORK A SET OF "AS-BUILT" NEATLY MARKED UP PLANS, THE ELECTRICAL CONTRACTORS "AS-BUILT" DRAWINGS SHALL BE INCLUDED. THESE DRAWINGS SHALL BE TRANSMITTED TO THE OWNER.

D

336 E DANIA BEACH BLVD DANIA BEACH, FL 33004

SECTION INDENTIFICATION # SHEET WHERE SECTION IS DRAWN

2 A-02

WHERE TWO OR MORE DETAILS, MATERIALS, OR CONDITIONS OCCUR IN APPARENT CONFLICT, THE CONTRACTOR SHALL INCLUDE THE MOST COSTLY SOLUTION IN HIS BID AND NOTIFY THE ARCHITECT OF ANY APPARENT DISCREPANCIES PRIOR TO START OF CONSTRUCTION.

MAILING ADDRESS:

A-0.0 PROJECT INFORMATION A-1.0 EXISTING ARCHITECTURAL SITE PLAN A-2.0 DEMOLITION PLAN A-3.0 PROPOSED PLAN A-4.0 PROPOSED PLAN AND CONSTRUCTION DETAILS

DETAIL INDENTIFICATION # SHEET WHERE DETAIL IS DRAWN

2 A-02

THE CONTRACTOR SHALL NOT CUT ANY STEEL, WOOD, OR OTHER MAIN STRUCTURAL MEMBERS WITHOUT WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER.

WESTGATE SQUARE SHOPPING CENTER LLC DACAR MANAGEMENT LLC

A R

D

THE CONTRACTOR SHALL PROVIDE AT ALL TIMES PROTECTION FROM THE WEATHER AND EXCESSIVE DUST THAT MAY IN ANY WAY DAMAGE THE WORK, MATERIAL, FIXTURES, AND EQUIPMENT, OR PRESENT DANGER TO PERSONNEL. ANY WORK UNDER CONTRACT BY THE GENERAL CONTRACTOR DAMAGED BY A FAILURE TO PROVIDE ADEQUATE PROTECTION SHALL BE REMOVED AND REPLACED WITH NEW WORK AT THE SOLE EXPENSE OF THE CONTRACTOR.

PROPERTY OWNER:

ARCHITECTURAL

1

DOOR TAG

A

WINDOW TAG

WALL TYPE

PR

OJE

CT

ELEVATION MARK

APPLICABLE CODES

A. B. C. D. E. F. G.

2023 8th Ed. FLORIDA BUILDING CODE 2023 8th Ed. FLORIDA EXISTING BUILDING CODE 2023 8th Ed. FLORIDA ACCESSIBILITY CODE 2023 8th Ed. TEST PROTOCOLS FOR HIGH VELOCITY HURRICANE ZONES 2023 8th Ed. FLORIDA FIRE PREVENTION CODE (FFPC) 2024 NFPA 220 STANDARD ON TYPES OF BUILDING CONSTRUCTION 2023 FLORIDA STATE STATUTES

architecture ● construction management ● planning ● interiors

THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS/VENDORS SHALL FAMILIARIZE THEMSELVES WITH AND CONFORM TO ALL REQUIREMENTS SET FORTH BY THE BUILDING OWNER OR MUNICIPALITY RELATIVE TO THE HOURS OF WORK.

ADA SITE IMPROVEMENTS

f. 954 212 2962

THE CONTRACTOR SHALL REFERENCE THE BUILDING SHELL DRAWINGS FOR ALL INFORMATION RELATIVE TO THE BUILDING SHELL AND FOR COORDINATION OF NEW WORK.

SCOPE OF WORK:

p. 954 418 BARR

THE CONTRACTOR SHALL OBTAIN ALL PERMITS, AND SECURE ALL CERTIFICATES OF INSPECTION AND OCCUPANCY THAT ARE REQUIRED BY THE GOVERNING JURISDICTION. THE OWNER SHALL RECEIVE A COPY OF THE PERMIT UPON ISSUANCE.

PANEL PAINT POLISHED PREFABRICATED PROJECT POUNDS PER SQ. FOOT POUNDS PER SQ. INCH PRESSURE TREATED PAINTED PAVEMENT QUANTITY REFRIGERATOR REQUIRED REINFORCING RETURN REVERSE, REVISION RIGID ROOM ROUGH OPENING SCHEDULE SOAP DISPENSER SEPARATE SECTION SHELF SHEET SIMILAR SPECIFICATION SPEAKER SQUARE SQUARE FEET STANDARD STEEL STORAGE SUBSTITUTE SURFACE SUSPEND-SUSPENDED SYSTEM TONGUE & GROOVE TELEPHONE THICK-THICKNESS TOILET PAPER HOLDER TRANSFORMER TYPICAL UNDERGROUND UNDERWRITERS LAB. VERTICAL WITH WATER CLOSET WOOD WATER HEATER WIRE MESH WITHOUT WATERPROOF WEATHER STRIPPING WELDED WIRE FABRIC

5011 South State Road 7, Suite #107, Davie, Florida 33314

THE CONTRACTOR SHALL INCLUDE ALL WORK NECESSARY TO ASSURE THE PROJECTS COMPLIANCE WITH THE MOST STRINGENT REQUIREMENTS OF THE CURRENT LOCAL EDITION BUILDING CODE AND ALL OTHER REGULATION CODES.

PNL PNT POL PREFAB PROJ PSF PSI PRTR PTD PVMT QTY REF REQD REINF RET REV RGD RM RO SCHED SD SEP SECT SHLF SHT SIM SPEC SPKR SQ SF STD STL STOR SUB SURF SUSP SYS T&G TEL THK TPH TRANS TYP UGND UL VERT W/ WC WD WH WM W/O WP WS WWF

AA# 26003152

THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL CARRY PUBLIC LIABILITY, PROPERTY, AND WORKMEN'S COMPENSATION INSURANCE. VALID CERTIFICATES OF ALL SHALL BE PROVIDED.

GLASS GRADE GYPSUM HOSE BIBB HANDICAP HARDWARE HEIGHT HOLLOW METAL HOUR HEATING/VENTILATING/ AIR CONDITIONING HW HOT WATER IN INCH INCAND INCANDESCENT INCL INCLUDE INFO INFORMATION INSUL INSULATE-INSULATION INT INTERIOR KIT KITCHEN LAM LAMINATED LAV LAVATORY LB POUND LIN LINEAR LL LIVE LOAD LT LIGHT LVR LOUVER MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MEMB MEMBRANE MTL METAL MFC METAL FURRING CHAN MFR MANUFACTURER MIN MINIMUM MIR MIRROR MISC MISCELLANEOUS MO MASONRY OPENING MR MOISTURE RESISTANT NAT NATURAL NIC NOT IN CONTRACT # NUMBER NOM NOMINAL NTS NOT TO SCALE OA OVERALL, OUTSIDE AIR OC ON CENTER OPG OPENING OPP OPPOSITE ORIG ORIGINAL PART PARTITION PL PLATE PLAS PLASTER PLYWD PLYWOOD

architects general contractors

THE CONTRACTOR SHALL NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS.

GL GR GYP HB HCP HDW HGT HM HR HVAC

DRAWING INDEX

The Design-Build Team

THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO THE SUBMISSION OF ANY BIDS, AND VERIFY THE ARCHITECTS DIMENSIONS, DETAILS AND INFORMATION PERTAINING TO THE PROJECT. IF ANY DISCREPANCIES, CONFLICTING INFORMATION, ERRORS OR OMISSIONS ARE PRESENT, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND OWNER IMMEDIATELY IN WRITING. ANY DISCREPANCY, OR CONFLICT NOT BROUGHT TO THE ATTENTION OF THE ARCHITECT AND OWNER PRIOR TO THE FINAL BID SUBMISSION SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

AB ANCHOR BOLT A/C AIR CONDITIONING AFF ABOVE FINISH FLOOR ALUM ALUMINUM APPROX APPROXIMATE ARCH ARCHITECTURAL BD BOARD BLDG BUILDING BLK BLOCK BOTT BOTTOM BRG BEARING BTWN BETWEEN CAB CABINET CLG CEILING CEM CEMENT CL CLOSET CLR CLEAR COL COLUMN CONC CONCRETE CONSTR CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR CT CERAMIC TILE CTR CENTER DEG ° DEGREE DEPT DEPARTMENT DET DETAIL DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DN DOWN DR DOOR DWG DRAWING EA EACH EL ELEVATION ELEC ELECTRICAL EQ EQUAL EQUIP EQUIPMENT EQUIV EQUIVALENT EW EACH WAY EXH EXHAUST EXIST EXISTING EXT EXTERIOR-EXTERNAL FD FLOOR DRAIN FIN FINISH FIX FIXTURE FLR FLOOR FLUOR FLUORESCENT FTG FOOTING FURR FURRING GA GAGE, GAUGE GALV GALVANIZED

PROJECT DATA

BARR ARCHITECTURE, INC.

THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES IN WRITING PRIOR TO SUBMITTING HIS BID.

PROJECT DIRECTORY

SUNRISE, FL 33326

GENERAL NOTES

Revisions

WESTGATE SQUARE SHOPPING CENTER ACCESSIBILITY IMPROVEMENTS

PROJECT INFORMATION

© COPYRIGHT 2024 BARR ARCHITECTURE, INC.

15740-15984 W STATE RD 84

15740-15984 W STATE RD 84 SUNRISE, FL 33326 504004030030

THIS DOCUMENT IS PROPERTY OF RON BARR ARCHITECT AND NO PART HEREIN SHALL BE USED EXCEPT FOR THE SPECIFIC PROJECT WITHOUT CONSENT OF RON BARR ARCHITECT

WESTGATE SQUARE SHOPPING CENTER ACCESSIBILITY IMPROVEMENTS

THIS DOCUMENT WAS PREPARED BY RON BARR ARCHITECT ACCORDING TO THE TERMS OF THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION. THIS DOCUMENT DOES NOT EITHER IN WHOLE OR IN PART CONSTITUTE ANY DIRECTION OR INSTRUCTION TO ANY CONTRACTOR WITH REGARDS TO CONSTRUCTION MEANS, METHODS OR TECHNIQUES BY THIS DOCUMENT THE ARCHITECT DOES NOT INTEND TO EXPRESS ANY OPINION, DIRECTION OR INSTRUCTION OF ANY KIND WHATSOEVER AS TO THE MANNER IN WHICH THE CONSTRUCTION WORK IS TO BE ACCOMPLISHED.

STATE OF FLORIDA RONALD BARR, A.I.A. AR 0016160

PROJECT INFORMATION NOTED

N

1/31/2024

24-131

A-0.0

#15 BIKE 972 SHO P

V

V

V

V

0' 8' 16' 32' 64'

1/32" = 1'-0" S

S

S W

W W W

V

24-131

f. 954 212 2962 architecture ● construction management ● planning ● interiors

p. 954 418 BARR

5011 South State Road 7, Suite #107, Davie, Florida 33314

S

AA# 26003152

architects general contractors

The Design-Build Team

SUNRISE, FL 33326

15740-15984 W STATE RD 84

WESTGATE SQUARE SHOPPING CENTER ACCESSIBILITY IMPROVEMENTS

E

SCALE: 1/32" = 1'-0" W

RG

EXISTING ARCHITECTURAL SITE PLAN #1 F&Y 5912 SAL ON

ME

1

D A R

THIS DOCUMENT WAS PREPARED BY RON BARR ARCHITECT ACCORDING TO THE TERMS OF THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION. THIS DOCUMENT DOES NOT EITHER IN WHOLE OR IN PART CONSTITUTE ANY DIRECTION OR INSTRUCTION TO ANY CONTRACTOR WITH REGARDS TO CONSTRUCTION MEANS, METHODS OR TECHNIQUES BY THIS DOCUMENT THE ARCHITECT DOES NOT INTEND TO EXPRESS ANY OPINION, DIRECTION OR INSTRUCTION OF ANY KIND WHATSOEVER AS TO THE MANNER IN WHICH THE CONSTRUCTION WORK IS TO BE ACCOMPLISHED.

THIS DOCUMENT IS PROPERTY OF RON BARR ARCHITECT AND NO PART HEREIN SHALL BE USED EXCEPT FOR THE SPECIFIC PROJECT WITHOUT CONSENT OF RON BARR ARCHITECT

T F BARR ARCHITECTURE, INC.

E

ME RG

N W

ME RG E

W

BARR Architecture - G:\Shared drives\Projects 2022\Tobin Reyes\Westgate Shopping Center\CAD FILES\WESTGATE SHOPPING CENTER.dwg : Plotted: 6/13/2024 10:10:01 AM Plot Scale: 1'-0" = 1'-0" - monochrome.ctb - Layout Tab: A-1.0 - Last Saved: 5/28/2024 1:04:22 PM

STATE OF FLORIDA RONALD BARR, A.I.A. AR 0016160

© COPYRIGHT 2024 BARR ARCHITECTURE, INC.

Revisions

# GYM 15900 NAS TICS

W

S V

S

EXISTING ARCHITECTURAL SITE PLAN NOTED

1/31/2024

A-1.0

1 A-2.0

#15 BIKE 972 SHO P

T F

DEMOLITION ARCHITECTURAL SITE PLAN SCALE: 1/32" = 1'-0"

A R S

0' 8' 16'

32'

64' 1/32" = 1'-0"

1.

DO NOT SCALE DRAWINGS.

2.

THE CONTRACTOR SHALL EXERCISE CARE IN CARRYING OUT HIS DUTIES AND IN THE PERFORMANCE OF HIS WORK SO AS TO MINIMIZE DAMAGES TO EXISTING EQUIPMENT, APPARATUS, WALLS AND SURFACES THAT ARE TO REMAIN. SHOULD SUCH ITEMS BE DAMAGED, THE CONTRACTOR SHALL REPLACE THE DAMAGED ITEMS OR PERFORM REMEDIAL WORK AT NO COST TO THE OWNER.

3.

THE PROJECT SITE IS LOCATED AT AN OPERATIONAL FACILITY AND MUST REMAIN COMPLETELY OPERATIONAL DURING NORMAL BUSINESS HOURS (9:00 A.M. TO 10:00 P.M. WEEKDAYS AND WEEKENDS).

COORDINATE WITH THE OWNER ANY CONSTRUCTION ACTIVITIES WHICH MAY IMPEDE NORMAL OPERATIONS, INCLUDING ANY ACTIVITY WHICH OPERATES EXCESSIVE NOISE. REFERENCE SYMBOLS LEGEND, REFER TO SHEET A-0.0

4.

5'-0"

GENERAL SHEET NOTES

1

2

D

BARR Architecture - G:\Shared drives\Projects 2022\Tobin Reyes\Westgate Shopping Center\CAD FILES\WESTGATE SHOPPING CENTER.dwg : Plotted: 6/13/2024 10:10:34 AM Plot Scale: 1'-0" = 1'-0" - monochrome.ctb - Layout Tab: A-2.0 - Last Saved: 5/28/2024 1:04:22 PM

DEMOLITION PLAN KEYNOTES 1

2

3

4

5

DEMO EXSITING LANDSCAPING AS NECESSARY FOR NEW CONCRETE WALKING SURFACE. RESURFACE EXISTING ASPHALT AS NECESSARY FOR SMOOTH TRANSITION BETWEEN ASPHALT DRIVE AISLE AND CONCRETE SURFACE. REMOVE PORTION OF EXISTING SIDEWALK TO ACCOMMODATE PROPOSED ACCESSIBLE CURB LANDING AND RAMP. REFER TO PROPOSED PLAN ON SHEET A-3.0.

REWORK AREA OF DAMAGED / DETERIORATED CONCRETE. PATCH ASPHALT AREA AS NEW TO ACHIEVE A SMOOTH TRANSITION FOR ASPHALT DRIVE AISLE TO CONCRETE RAMP.

N

1

AREA OF NEW ASPHALT PAVING: 665 SQ. FT

ACCESSIBLE ROUTE FROM PUBLIC SIDEWALK SCALE: 1/4" = 1'-0"

DEMO EXISTING ACCESSIBLE ROUTE STRIPING. 1

4

CONTRACTOR SHALL SCHEDULE A SITE VISIT AND VERIFY ALL EXISTING CONDITIONS AND BRING TO THE OWNER/ ARCHITECT'S ATTENTION ANY ADDITIONAL CONCERNS. TYPICAL.

EXACT LOCATION OF ACCESSIBLE ROUTE TO BE CONFIRMED. EXISTING TREE ROOTS IMPEDING ACCESSIBLE ROUTE TO BE VERIFIED IN FIELD AND REMOVED IF NECESSARY.

#159 00 GYM NAS TICS

3

1

2

14'-0 "

30'-0 " V.I.F .

EXISTING ACCESSIBLE ROUTE STRIPING TO BE REMOVED

5'-0"

4

N

3

DEMO ACCESSIBLE ROUTE

SUNRISE, FL 33326

1

SCALE: 1/8" = 1'-0" 1

architecture ● construction management ● planning ● interiors

N

Revisions

f. 954 212 2962

V

p. 954 418 BARR

V

© COPYRIGHT 2024 BARR ARCHITECTURE, INC.

15740-15984 W STATE RD 84

1

V

5011 South State Road 7, Suite #107, Davie, Florida 33314

A-2.0

V

AA# 26003152

3

BARR ARCHITECTURE, INC.

#1 F&Y 5912 SAL ON

architects general contractors

#1 GYM 5900 NAS TICS

WESTGATE SQUARE SHOPPING CENTER ACCESSIBILITY IMPROVEMENTS

A-2.0

The Design-Build Team

2

THIS DOCUMENT WAS PREPARED BY RON BARR ARCHITECT ACCORDING TO THE TERMS OF THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION. THIS DOCUMENT DOES NOT EITHER IN WHOLE OR IN PART CONSTITUTE ANY DIRECTION OR INSTRUCTION TO ANY CONTRACTOR WITH REGARDS TO CONSTRUCTION MEANS, METHODS OR TECHNIQUES BY THIS DOCUMENT THE ARCHITECT DOES NOT INTEND TO EXPRESS ANY OPINION, DIRECTION OR INSTRUCTION OF ANY KIND WHATSOEVER AS TO THE MANNER IN WHICH THE CONSTRUCTION WORK IS TO BE ACCOMPLISHED.

THIS DOCUMENT IS PROPERTY OF RON BARR ARCHITECT AND NO PART HEREIN SHALL BE USED EXCEPT FOR THE SPECIFIC PROJECT WITHOUT CONSENT OF RON BARR ARCHITECT

STATE OF FLORIDA RONALD BARR, A.I.A. AR 0016160

DEMOLITION PLAN NOTED 1/31/2024

N

2

CURB RAMP TRIPPING HAZARD SCALE: 1/4" = 1'-0"

24-131

A-2.0

STATE OF FLORIDA RONALD BARR, A.I.A. AR 0016160

3

#15 BIKE 972 SHO P

A-3.0

© COPYRIGHT 2024 BARR ARCHITECTURE, INC.

5

A-3.0

PROPOSED ARCHITECTURAL SITE PLAN

A R

64' 1/32" = 1'-0"

GENERAL SHEET NOTES 1.

DO NOT SCALE DRAWINGS.

2.

THE CONTRACTOR SHALL EXERCISE CARE IN CARRYING OUT HIS DUTIES AND IN THE PERFORMANCE OF HIS WORK SO AS TO MINIMIZE DAMAGES TO EXISTING EQUIPMENT, APPARATUS, WALLS AND SURFACES THAT ARE TO REMAIN. SHOULD SUCH ITEMS BE DAMAGED, THE CONTRACTOR SHALL REPLACE THE DAMAGED ITEMS OR PERFORM REMEDIAL WORK AT NO COST TO THE OWNER.

4.

THE PROJECT SITE IS LOCATED AT AN OPERATIONAL FACILITY AND MUST REMAIN COMPLETELY OPERATIONAL DURING NORMAL BUSINESS HOURS (9:00 A.M. TO 10:00 P.M. WEEKDAYS AND WEEKENDS).

COORDINATE WITH THE OWNER ANY CONSTRUCTION ACTIVITIES WHICH MAY IMPEDE NORMAL OPERATIONS, INCLUDING ANY ACTIVITY WHICH OPERATES EXCESSIVE NOISE.

5'-0"

3.

REFERENCE SYMBOLS LEGEND, REFER TO SHEET A-0.0

2% MAX CROSS SLOPE 8.3% MAX RUNNING SLOPE

PROPOSED PLAN KEYNOTES

BARR Architecture - G:\Shared drives\Projects 2022\Tobin Reyes\Westgate Shopping Center\CAD FILES\WESTGATE SHOPPING CENTER.dwg : Plotted: 6/13/2024 10:10:50 AM Plot Scale: 1'-0" = 1'-0" - monochrome.ctb - Layout Tab: A-3.0 - Last Saved: 5/28/2024 1:04:22 PM

1

2 3

1

2% MAX SLOPE IN ALL DIRECTIONS

NEW AISLE STRIPING. ALL PAINT TO COMPLY WITH F.D.O.T. NEW CONCRETE LANDING, CURB RAMP AND GUARDRAILS. REFER TO DETAILS ON SHEET A-4.0 FOR MORE INFORMATION. RE-STRIPE EXISTING ACCESS AISLE AS-IS. ALL PAINT TO COMPLY WITH F.D.O.T.

5

NEW "VAN ACCESSIBLE" SIGNAGE. REFER TO DETAIL #1 ON SHEET A-4.0 FOR MORE INFO.

6

NEW SEALCOATING OVER EXISTING ACCESSIBLE ROUTE 1

5

1 A-4.0

D 5% MAX SLOPE 2% MAX CROSS SLOPE

NEW SIDEWALK TRAVERSING LANDSCAPED AREA. ALIGN FINISHED SIDEWALK AND FINISHED EXISTING ASPHALT WITH EACH OTHER.

4

2

5% MAX SLOPE 2% MAX CROSS SLOPE

EXACT LOCATION OF ACCESSIBLE ROUTE TO BE CONFIRMED. EXISTING TREE ROOTS IMPEDING ACCESSIBLE ROUTE TO BE VERIFIED IN FIELD AND REMOVED AS NECESSARY.

N

1

PROPOSED ACCESSIBLE ROUTE SCALE: 1/8" = 1'-0"

4

3

8'-0"

32'

S

0' 8' 16'

5'-0"

N

2

2

D DE A F OF ING A IP E AR STR

5

N

RE-STRIPE EXISTING ACCESS AISLE

3

SCALE: 1/8" = 1'-0"

5

6

1

NEW STRIPING & "VAN ACCESSIBLE" SIGNAGE SCALE: 1/8" = 1'-0"

BARR ARCHITECTURE, INC.

SCALE: 1/32" = 1'-0"

6'-0"

1

A-4.0

architecture ● construction management ● planning ● interiors

N

Revisions

WESTGATE SQUARE SHOPPING CENTER ACCESSIBILITY IMPROVEMENTS

V

The Design-Build Team

V

f. 954 212 2962

1

V

p. 954 418 BARR

V

A-3.0

architects general contractors

#1 GYM 5900 NAS TICS

SUNRISE, FL 33326

T F 4

6

#1 F&Y 5912 SAL ON

THIS DOCUMENT WAS PREPARED BY RON BARR ARCHITECT ACCORDING TO THE TERMS OF THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION. THIS DOCUMENT DOES NOT EITHER IN WHOLE OR IN PART CONSTITUTE ANY DIRECTION OR INSTRUCTION TO ANY CONTRACTOR WITH REGARDS TO CONSTRUCTION MEANS, METHODS OR TECHNIQUES BY THIS DOCUMENT THE ARCHITECT DOES NOT INTEND TO EXPRESS ANY OPINION, DIRECTION OR INSTRUCTION OF ANY KIND WHATSOEVER AS TO THE MANNER IN WHICH THE CONSTRUCTION WORK IS TO BE ACCOMPLISHED.

THIS DOCUMENT IS PROPERTY OF RON BARR ARCHITECT AND NO PART HEREIN SHALL BE USED EXCEPT FOR THE SPECIFIC PROJECT WITHOUT CONSENT OF RON BARR ARCHITECT

A-3.0

15740-15984 W STATE RD 84

A-3.0

5011 South State Road 7, Suite #107, Davie, Florida 33314

2

A-3.0

AA# 26003152

1

EXISTING ACCESSIBLE ROUTE ASPHALT TO BE SEALCOATED AS NECESSARY.

PROPOSED PLAN NOTED 1/31/2024

N

N

4

ADD "VAN ACCESSIBLE" SIGNAGE SCALE: 1/8" = 1'-0"

N

5

ADD "VAN ACCESSIBLE" SIGNAGE SCALE: 1/8" = 1'-0"

6

PROPOSED ASPAHLT SEALCOATING

24-131

SCALE: 1/8" = 1'-0" 1

A-3.0

BARR Architecture - G:\Shared drives\Projects 2022\Tobin Reyes\Westgate Shopping Center\CAD FILES\WESTGATE SHOPPING CENTER.dwg : Plotted: 6/13/2024 10:10:52 AM Plot Scale: 1'-0" = 1'-0" - monochrome.ctb - Layout Tab: A-4.0 - Last Saved: 5/28/2024 1:04:22 PM

0'-8"

7'-0"

1

4 N.T.S.

TYPICAL RAMP HANDRAIL DETAILS

EXISTING ACCESSIBLE PARKING SIGNAGE (ADD VAN SIGNAGE)

N.T.S.

D EXISTING ASPHALT OR CONCRETE

5% MAX SLOPE 2% MAX CROSS SLOPE 6X6 #10/10 WWF

0'-6"

WELL COMPACTED FILL

A R 2

N.T.S.

MARRY CONCRETE TO EXISTING ASPHALT OR CONCRETE EDGE WITH SMOOTH TRANSITION

CONCRETE SLAB SECTION DETAIL

#5 BAR CONTINOUS

NEW 4,000 PSI CONCRETE

WHITE

BLUE

6"

1 21" DIA. GUARDRAIL

EXISTING

3

TYP. RAMP DETAIL

N.T.S.

24-131

SUNRISE, FL 33326

15740-15984 W STATE RD 84

WESTGATE SQUARE SHOPPING CENTER ACCESSIBILITY IMPROVEMENTS

3'-6" 3'-0"

0'-4"

THIS DOCUMENT WAS PREPARED BY RON BARR ARCHITECT ACCORDING TO THE TERMS OF THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION. THIS DOCUMENT DOES NOT EITHER IN WHOLE OR IN PART CONSTITUTE ANY DIRECTION OR INSTRUCTION TO ANY CONTRACTOR WITH REGARDS TO CONSTRUCTION MEANS, METHODS OR TECHNIQUES BY THIS DOCUMENT THE ARCHITECT DOES NOT INTEND TO EXPRESS ANY OPINION, DIRECTION OR INSTRUCTION OF ANY KIND WHATSOEVER AS TO THE MANNER IN WHICH THE CONSTRUCTION WORK IS TO BE ACCOMPLISHED.

THIS DOCUMENT IS PROPERTY OF RON BARR ARCHITECT AND NO PART HEREIN SHALL BE USED EXCEPT FOR THE SPECIFIC PROJECT WITHOUT CONSENT OF RON BARR ARCHITECT

T F 1 21" DIA. HANDRAIL

architecture ● construction management ● planning ● interiors

NOTE: MAXIMUM CONSTRUCTION JOINT SPACING IS 12'. EXECUTE SAW CUT NO LATER THAN 8 HOURS AFTER INITIAL CONCRETE PLACEMENT, BUT NO SOONER THAN AS REQUIRED TO PREVENT SPALLING

f. 954 212 2962

CONSTRUCTION JOINT

p. 954 418 BARR

WHITE LETTERS ON BLUE BACKGROUND

SAWCUT JOINT

5011 South State Road 7, Suite #107, Davie, Florida 33314

1/4"

AA# 26003152

CONTRACTOR SHALL PROVIDE NEW VAN ACCESSIBLE PARKING SIGNAGE AS REQUIRED. REFER TO KEY PLAN ON SHEET A-1.0 FOR LOCATIONS CIRCLED.

architects general contractors

VAN

The Design-Build Team

ACCESSIBLE

1.5" DEEP

4"

PARKING OF DISABLED PERMIT ONLY

BARR ARCHITECTURE, INC.

EXISTING

STATE OF FLORIDA RONALD BARR, A.I.A. AR 0016160

© COPYRIGHT 2024 BARR ARCHITECTURE, INC.

Revisions

PROPOSED PLAN & CONSTRUCTION DETAILS NOTED

1/31/2024

A-4.0