17-2026-03-19 - BID SET Combined.pdf

SHEET NUMBER

SHEET TITLE

REGISTRATION

DRAWING HISTORY

PROJECT NUMBER

F

IL

E N

A M

E

D A

T E

S T

A M

P

SAN DIEGO

SALT LAKE CITY

LOS ANGELES

LAS VEGAS

HOUSTON

HOBOKEN

DENVER

DFW

BOCA RATON

AUSTIN

ATLANTA

ALEXANDRIA

ARCHITECTURE

ENGINEERING

INTERIORS

PLANNINGProject State Registration #: 123789456

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G0.00

COVER SHEET

1008335.00

Copyright © 2025

Par III Restroom Renovation

2026/02/23

2345 South Ocean Blvd Palm Beach, FL 33480

BID SET

SHEET INDEX

Sheet № Sheet Name Current Revision

Date Current Revision Description

General

G0.00 COVER SHEET

G0.02 GENERAL PROJECT INFORMATION 2026/03/19 BID SET

G0.10 ADA STANDARDS 2026/03/19 BID SET

G1.01 CODE ANALYSIS - LIFE SAFETY PLAN 2026/03/19 BID SET

Civil

C1.00 CIVIL IMPROVEMENTS 2026/03/19 BID SET

C2.00 IMPROVEMENTS 2026/03/19 BID SET

Architecture

A0.02 FIXTURES AND ACCESSORIES TYPICAL MOUNTING HEIGHTS 2026/03/19 BID SET

A0.10 PARTITION TYPES 2026/03/19 BID SET

A0.30 DOOR SCHEDULES & ASSEMBLY TYPES 2026/03/19 BID SET

A1.01 SITE PLAN 2026/03/19 BID SET

A2.01 FLOOR PLAN 2026/03/19 BID SET

A3.01 REFLECTED CEILING PLAN 2026/03/19 BID SET

A6.00 EXTERIOR ELEVATIONS & SECTIONS 2026/03/19 BID SET

A8.00 INTERIOR ELEVATIONS 2026/03/19 BID SET

A8.50 MILLWORK DETAILS 2026/03/19 BID SET

Demolition

AD2.01 DEMO FLOOR PLAN AND CEILING PLANS 2026/03/19 BID SET

Structural

S1.0 STRUCTURAL NOTES AND DETAILS 2026/03/19 BID SET

S2.0 STRUCTURAL PLANS 2026/03/19 BID SET

S3.0 STRUCTURAL BUILDING SECTIONS 2026/03/19 BID SET

Mechanical

M0.01 GENERAL NOTES - HVAC 2026/03/19 BID SET

M0.11 SITE PLAN - HVAC 2026/03/19 BID SET

MD1.01 FLOOR PLAN - DEMO - HVAC 2026/03/19 BID SET

M1.01 FLOOR PLAN - PROPOSED - HVAC 2026/03/19 BID SET

M3.01 DETAILS & SCHEDULES - HVAC 2026/03/19 BID SET

Electrical

E0.01 GENERAL NOTES - ELECTRICAL 2026/03/19 BID SET

E0.10 SITE PLAN - ELECTRICAL 2026/03/19 BID SET

ED1.01 FLOOR PLAN - DEMO - LIGHTING 2026/03/19 BID SET

ED2.01 FLOOR PLAN - DEMO - POWER 2026/03/19 BID SET

E1.01 FLOOR PLAN - PROPOSED - LIGHTING 2026/03/19 BID SET

E2.01 FLOOR PLAN - PROPOSED - POWER 2026/03/19 BID SET

E6.01 ONE LINE DIAGRAM & PANEL SCHEDULE - ELECTRICAL 2026/03/19 BID SET

Plumbing

P0.01 GENERAL NOTES - LEGEND & SPECS - PLUMBING 2026/03/19 BID SET

PD1.01 FLOOR PLAN - DEMO - PLUMBING 2026/03/19 BID SET

P1.01 FLOOR PLAN - PROPOSED - PLUMBING 2026/03/19 BID SET

P3.01 DETAILS & SCHEDULES - PLUMBING 2026/03/19 BID SET

CLIENT

Palm Beach Par III Golf Course

2345 South Ocean Blvd Palm Beach, FL 33480

T 561-547-0598

ARCHITECT

PGAL, Inc.

791 Park of Commerce Blvd Suite 400 Boca Raton, FL 33487 T 561-988-4002

CIVIL

Chenmoore and Associates

500 Australian Avenue Suite 850 West Palm Beach, FL 33401 T 561-746-6900

STRUCTURAL

Johnson Structural Group

160 West Camino Real Suite 1000 Boca Raton, FL 33432 T 561-982-8999

MEP

CMTA

2 Harvard Circle Suite 100 West Palm Beach, FL 33409 T 561-547-0598

LOCATION MAP

№. DATE DESCRIPTION

ALIGN ALIGN

AV

J

AV

AV

AV

AV

AV

AV

AV

AV AV

AV

AV

AV

AV

AV

AV

AV

AV

AV

01 / A6.00

SIM

01 / A8.00

SIM

A8.00

01 SIM

01 SIM

SI

M

SI

M

View Number

Sheet Number

Reference

View Number

Sheet Number

Reference

EXTERIOR ELEVATION REFERENCE

INTERIOR ELEVATION REFERENCE

Sheet Number

Reference

BUILDING / WALL SECTION REFERENCE

INTERIOR SECTION REFERENCE

01 / A2.01

SIM

01 / A2.01

SIM.

View Number

Sheet Number Reference

01 / A4.01

SIM

ENLARGED PLAN / DETAIL CALLOUT REFERENCE

View Number

Sheet Number

Reference

1010 Column Grid Reference

New Existing

Column Centerline

COLUMN GRIDLINES

Name Elevation

LEVEL HEAD

10' - 6"

SPOT ELEVATION

Elevation

N 1' - 0" E 1' - 0"

SPOT COORDINATE

Coordinates

MATCHLINE VIEW REFERENCE

View Number

Sheet Number

Reference Direction

MATCHLINE

REF: 01 / A2.01B

NORTH ARROW

View Number

Sheet Number Reference

Magnetic North Indicator

Project North Indicator

0 4'-0" 8'-0" 16'-0"

GRAPHIC SCALE

CL

+6"

0"

FLOOR FINISH TRANSITION

FLOOR ELEVATION CHANGE

ALIGN SYMBOL

CENTERLINE

EXIT SIGN

A

SHEET NOTE CALLOUT

150 SF

CLASS

1:###

Area Name

##" REQ.

Stair Number

Width Factor

### OCC

Occupancy Class

Square Footage

Occupant Load

Load Ratio

Required Clear Width

Occupant Load

Egress Cumulative Load

Egress Exit Load

Required Clear Width

Provided Clear Width

Occupant Load

Common Travel Path

Egress Travel Path

Exit Number

### OCC

Width Factor

REQ

Provided Clear Width

AB-1

OFFICE

M33.3▐

W12

10'-6"

ROOM TAG

PARTITION TAG

WINDOW / LOUVER TAG

DOOR TAG

Partition Type

Batt Indicator

Room # Room Name

Window / Louver Type

Door #

CASEWORK TAG

CEILING HEIGHT TAG

REVISION TAG

FURNITURE / FURNITURE SYSTEM TAG

EQUIPMENT TAG

30WB01

34H24D

AREA TAG

Room Area (SF)

Area Name

Area Area (SF)

Revision #

Height Above Finish Floor

Area Name

Area Area (AC)

Casework Depth

Casework Height

Casework Type

Casework Width

AREA NAME

1,250 SF

AREA NAME

20.05 AC

Furniture Type

Furniture System Type1i

Equipment Type1i

101A

PT-01

RB-01

PT-01

Wall Finish Code

Finish Code

FINISH TAG

Base Finish Code

Wall Indicator Arrows (Optional)

WALL & BASE FINISH TAG

ROOM FINISH TAG

Ceiling Finish Code Wall Finish Code Base Finish Code Floor Finish Code

C

B W

F CP-01

RB-01

PT-01

ACT-01

WALL RECEPTACLE SYMBOLS

Quadplex 4-way Dedicated Circuit Receptacle

Quadplex 2-way Dedicated Circuit Receptacle

Quadplex 4-way Separate Circuit Receptacle

Quadplex 2-way Separate Circuit Receptacle

Quadplex Convenience Receptacle

Duplex Dedicated Circuit Receptacle

Duplex Separate Circuit Receptacle

Quadplex Dedicated Circuit Receptacle

Duplex Convenience Receptacle

220v Monoplex Receptacle

Data Receptacle

Voice Receptacle

Combination Data / Voice Receptacle

AV Receptacle

Junction Box

FLOOR RECEPTACLE SYMBOLS

Quadplex Convenience Receptacle Flush Mount

Quadplex Convenience Receptacle Surface Mount

Duplex Convenience Receptacle Flush Mount

Duplex Convenience Receptacle Surface Mount

220v Monoplex Convenience Receptacle Flush Mount

220v Monoplex Convenience Receptacle Surface Mount

Data Receptacle Flush Mount

Data Receptacle Surface Mount

Voice Receptacle Flush Mount

Voice Receptacle Surface Mount

Combination Data / Voice Receptacle Flush Mount

Combination Data / Voice Receptacle Surface Mount

AV Receptacle Flush Mount

AV Receptacle Surface Mount

COMBINATION FLUSH MOUNT FLOOR RECEPTACLE SYMBOLS

COMBINATION SURFACE MOUNT FLOOR RECEPTACLE SYMBOLS

NEW 1 HR. RATED CONSTRUCTION

NEW 2 HR. RATED CONSTRUCTION

NEW 3 HR. RATED CONSTRUCTION

NEW 4 HR. RATED CONSTRUCTION

NEW 30 MIN. RATED CONSTRUCTION

NEW CONSTRUCTION

EXISTING TO REMAIN CONSTRUCTION

EXISTING CONST. TO BE DEMOLISHED

T it le

B a r

30" x 42" Sheet without Note Bar

Note Bar

T it le

B a r

30" x 42" Sheet with Horizontal Note Bar

N o te

B a r

T it le

B a r

30" x 42" Sheet with Vertical Note Bar

Each view is assigned detail numbers starting in the lower right corner of the sheet.

The number of each drawing is determined by the location of the lower right corner of the drawing. This number will always have its designated positions but may vary based on whether a Note Bar is included and its orientation. The total number of cells will vary depaending of sheet size. Additionally, drawings can occupy a single grid cell or span multiple cells.

SHEET NUMBER

SHEET TITLE

CLIENT

ARCHITECT

CONSULTANT

PROJECT NAME

PROJECT LOCATION

PROJECT NUMBER

561-988-4002 www.pgal.com

Suite 400

791 Park of Commerce Boulevard

PGAL, Inc.

Boca Raton, FL 33487

Chenmoore and Associates

500 Australian Avenue

Suite 850

West Palm Beach, FL 33401

T 561-746-6900

F

IL

E N

A M

E

D A

T E

S T

A M

P

Johnson Structural Group

160 West Camino Real

Suite 1000

Boca Raton, FL 33432

T 561-982-8999

REGISTRATION

DRAWING HISTORY

CMTA

4 Harvard Circle

Suite 600

West Palm Beach, FL 33409

T 561-547-0598

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G0.02

GENERAL PROJECT

INFORMATION

Par III Restroom Renovation

2345 South Ocean Blvd Palm Beach, FL 33480

1008335.00

Town of Palm Beach Palm Beach Par III Golf Course

T 561-547-0598

Copyright © 2025

2345 South Ocean Blvd Palm Beach, FL 33480

GENERAL PROJECT SYMBOLS

LIFE SAFETY SYMBOLS & TAGS

STANDARD PROJECT TAGS

POWER & COMM SYMBOLS

ABBREVIATIONS

WALL GRAPHIC LEGEND DETAIL NUMBERING

ABBREV DESCRIPTION

A ABV above ACOUS acoustical ACT acoustical ceiling tile AD area drain ADJ adjustable AFF above finished floor ALT alternate ALUM aluminum APPROX approximate ARCH architect

B B.O. bottom of BALC balcony BD board BET between BLDG building BLKG blocking BLW below BM beam BOT bottom BRKT bracket BULKHD bulkhead BUR built up roof

C C.G. corner guard CAB cabinet CALK caulking CEM cement CER ceramic CJ control joint CLG ceiling CLOS closet CLR clear CO cased opening COL column CONC concrete CONT continous CPT carpet CT ceramic tile CTR center

D DBL double DET detail DIA diameter DIM dimension DN down DR door DS down spout DW dishwasher DWG drawing

E E east EA each EIFS exterior insulation & finish system ELEC electric(al) ELEV elevation EMER emergency ENCL enclosure EOS edge of slab EQ equal EQUIP equipment ETR existing to remain EW each way EXP. JT. expansion joint EXST existing

F F.O. face of FA fire alarm FAP fire annunciuator panel FD floor drain FE fire extinguisher FEC fire extinguisher cabinet FG finish group FH fire hydrant FHC fire hose cabinet FIN finish FLR floor FLUOR fluorescent FT foot or feet FUR furring

G GAL gallon GALV galvanized GB grab bar GC general contractor GL glass GND ground GWB gypsum board GYP gypsum

H H.W.H. hot water heater HC handicapped HDWD hardwood HDWR hardware HM hollow metal HORIZ horizontal HR hour HT height

I ID inner diameter INCAN incandescent INSUL insulation INT interior

J JAN janitor JST joist

ABBREV DESCRIPTION

JT joint

L LAM laminate LAV lavatory LB(S) pounds LDG landing LT light

M MAX maximun MECH mechanical MEMB membrane MFR manufacturer MIN minimum MISC miscellaneous MO masonry opening MTD mounted MTL metal

N N north NIC not in contract NO number NOM nominal NTS not to scale

O O.P. overflow pipe OA overall OC on center OD outside diameter OFF office OH opposite hand OPG opening OPP opposite

P PART partition PERM perimeter PG paint grade PLAM plastic laminate PLAS plaster PLYWD plywood PR pair PT paint PTD painted

R R riser RAD radius RCP reflected ceiling plan RD roof drain RE refer REF refrigerator REINF reinforced REQD required RESIL resilient RM room RO rough opening RTU root top unit (mech)

S S south SAFB sound attenunation fiber batt SC scupper SCHED schedule SEAL sealant SECT section SF square foot SHT sheet SIM similar SPEC specification SQ square SS stainless steel STD standard STL steel STOR storage STRUCT structural SUSP suspended SYM symmetrical

T T tread T&G tongue & groove TEL telephone TER terrazzo THK thick THR threshold TO top of TYP typical

U UC undercut UNFIN unfinished UNO unless noted otherwise UON unless otherwise noted UTIL utility

V VCT vinyl compostion tile VERT vertical VIF verify in field VTR vent termination pipe VWC vinyl wall covering

W W west W/ with W/O without WC watercloset WIN window WP waterproof WS wetstack WSCT wainscot WT weight

№. DATE DESCRIPTION

A 2026/03/19 BID SET

1. THE CONSTRUCTION DOCUMENTS ARE TO INCLUDE AIA DOCUMENT A201 “GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION.” TOWN OF PALM BEACH SHALL BE DESIGNATED AS THE OWNER, PGAL ARCHITECTS SHALL BE DESIGNATED AS THE ARCHITECT. THE AIA DOCUMENT SHALL ALSO INCLUDE THE AGREEMENT, PERFORMANCE AND PAYMENT BONDS, GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS, THE SPECIFICATIONS, THE DRAWINGS, ADDENDUM, AND CONTRACT MODIFICATIONS, BUILDING RULES AND

REGULATIONS, AND ANY OTHER DOCUMENTS REQUIRED BY THE OWNER.

2. THE GENERAL CONTRACTOR SHALL BE BOTH LICENSED AND BONDED IN THE STATE OF FLORIDA AND SHALL

PROVIDE DOCUMENTS UPON REQUEST.

3. THE WORK SHALL BE DONE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF ALL APPLICABLE SAFETY AND BUILDING CODES, AND AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR SECURING AND PAYING FOR ALL PERMITS REQUIRED FOR THE WORK AND FOR THE

SCHEDULING OF ALL REQUIRED INSPECTIONS DURING THE COURSE OF THE WORK.

4. THE GENERAL CONTRACTOR SHALL REVIEW AND VERIFY EXISTING CONDITIONS AS PROVIDED IN THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ALL DISCREPANCIES, ERRORS, INCONSISTENCIES OR AMBIGUITIES PRIOR TO PROCEEDING WITH THE WORK.

5. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR, AND PROVIDE PROTECTION OF, ANY EXISTING FINISHES, MATERIALS, AND EQUIPMENT TO REMAIN. THE GENERAL CONTRACTOR SHALL REPAIR OR REPLACE ANY DAMAGED FINISHES, MATERIALS, AND EQUIPMENT AS A RESULT OF THE WORK. ALL EXISTING FINISHES TO REMAIN SHALL BE CLEANED AT THE COMPLETION OF CONSTRUCTION. THE GENERAL CONTRACTOR SHALL PHOTOGRAPH AND DOCUMENT ALL EXISTING DAMAGES, AND PROVIDE TO THE ARCHITECT, PRIOR TO PROCEEDING WITH THE

WORK.

6. ALL MATERIALS AND SYSTEMS SHALL BE INSTALLED PER MANUFACTURER’S SPECIFICATIONS. ALL CONSTRUCTION SHALL BE OF INDUSTRY STANDARD OR BETTER. THE ARCHITECT SHALL BE FINAL JUDGE OF QUALITY.

7. ONLY NEW MATERIALS AND EQUIPMENT OF RECENT MANUFACTURE, OF STANDARD QUALITY AND FREE FROM DEFECTS, SHALL BE PERMITTED IN THE WORK, UNLESS OTHERWISE NOTED. REJECTED MATERIALS AND EQUIPMENT SHALL BE REMOVED IMMEDIATELY FROM THE WORK AND REPLACED WITH MATERIALS AND EQUIPMENT OF THE QUALITY SPECIFIED. FAILURE TO REMOVE REJECTED MATERIALS AND EQUIPMENT SHALL NOT RELIEVE THE GENERAL CONTRACTOR FROM THE RESPONSIBILITY FOR QUALITY OF MATERIAL AND EQUIPMENT

USED NOR FROM ANY OTHER OBLIGATION IMPOSED BY THE CONTRACT.

8. DO NOT SCALE DRAWINGS. STATED & WRITTEN DIMENSIONS GOVERN. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL BE RESPONSIBLE FOR THEIR ACCURACY. NO EXTRA CHARGE OR COMPENSATION SHALL BE ALLOWED BECAUSE OF DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND THOSE INDICATED ON THE DRAWINGS, UNLESS THEY CONTRIBUTE TO A CHANGE IN THE SCOPE OF THE WORK. ANY DIFFERENCE FOUND SHALL BE SUBMITTED TO THE ARCHITECT FOR COORDINATION PRIOR TO ORDERING, MANUFACTURING, OR PROCEEDING WITH THE WORK. HORIZONTAL DIMENSIONS INDICATED ARE TO/FROM FACE OF FINISH, UNLESS NOTED OTHERWISE. VERTICAL DIMENSIONS ARE FROM TOP OF FLOOR SLAB EXCEPT WHERE NOTED TO BE ABOVE FINISHED FLOOR (AFF). DIMENSIONS ARE NOT ADJUSTABLE WITHOUT APPROVAL OF

ARCHITECT UNLESS NOTED.

9. IN THE EVENT OF CONFLICT BETWEEN DATA SHOWN ON DRAWINGS AND DATA PROVIDED IN THE SPECIFICATION, THE SPECIFICATION SHALL GOVERN. DETAIL DRAWINGS TAKE PRECEDENT OVER DRAWINGS OF LARGER SCOPE.

THE CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION TO THE ARCHITECT OF ANY DISCREPANCIES, PRIOR TO PROCEEDING WITH THE WORK. IN CASE OF AN INCONSISTENCY BETWEEN DRAWINGS AND SPECIFICATIONS OR WITHIN EITHER DOCUMENT, NOT CLARIFIED BY ADDENDUM, THE MORE SPECIFIC PROVISION SHALL TAKE

PRECEDENCE.

10. THE GENERAL CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST BETWEEN THE LOCATIONS OF EXISTING AND PROPOSED NEW MECHANICAL, ELECTRICAL, PLUMBING, DATA, AND SPRINKLER EQUIPMENT (INCLUDING BUT NOT LIMITED TO STRUCTURAL MEMBERS, PIPING, DUCT WORK, CONDUIT AND SPRINKLERS) AND THAT CLEARANCES FOR INSTALLATION AND MAINTENANCE OF EQUIPMENT ARE PROVIDED. ELEMENTS IN CONFLICT SHALL BE DOCUMENTED AND PROVIDED TO THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK.

11. THE GENERAL CONTRACTOR SHALL PROVIDE THE ARCHITECT WITH SHOP DRAWINGS FOR REVIEW AND APPROVAL, FOR ALL, BUT NOT LIMITED TO, THE FOLLOWING: SHOP-FABRICATED MILLWORK, CARPET LAYOUT, FLOORING, LIGHT FIXTURES, DOORS, MISC. STEEL, METAL FABRICATION, GLASS/GLAZING, SPRINKLER LAYOUTS, HARDWARE. SHOP DRAWINGS SHALL BE SUBMITTED ELECTRONICALLY VIA PDF DOCUMENT. SHOP DRAWINGS SHALL NOT BE REPRODUCTIONS OF CONTRACT DOCUMENTS. MATERIAL SUBMITTALS (3 SAMPLES) SHALL BE PROVIDED FOR WOOD, FASTENERS, ACRYLIC, CARPET, TILE, BASE, PAINT, LAMINATE AND ANY OTHER MATERIALS

INDICATED IN THE SHOP DRAWINGS.

12. THE GENERAL CONTRACTOR SHALL PROVIDE THE ARCHITECT WITH MANUFACTURER’S CUT SHEETS AND SPECIFICATIONS FOR ALL EQUIPMENT INCLUDING BUT NOT LIMITED TO: LIGHT FIXTURES, PLUMBING EQUIPMENT, ELECTRICAL EQUIPMENT, FANS, SUPPLEMENTARY HEATING AND COOLING ELEMENTS AND HARDWARE AND

SECURITY EQUIPMENT.

13. THE GENERAL CONTRACTOR SHALL NOT PROCEED WITH WORK FOR WHICH HE EXPECTS ADDITIONAL COMPENSATION BEYOND THE CONTRACT AMOUNT WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT AND OWNER. FAILURE TO OBTAIN SUCH AUTHORIZATION SHALL INVALIDATE A CLAIM FOR EXTRA COMPENSATION.

THE CONTRACTOR SHALL NOT PROCEED WITH WORK WHICH, IF COMPLETED IN STRICT CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS, WILL RESULT IN ADDITIONAL WORK BEYOND THE SCOPE OF THE CONTRACT WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT AND OWNER. ANY FIELD CONDITIONS THAT SIGNIFICANTLY VARY FROM THE CONTRACT DOCUMENTS OR WILL RESULT IN ADDITIONAL WORK SHALL BE

BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH WORK.

14. THE GENERAL CONTRACTOR SHALL INCLUDE ALL X-RAY AND CORE DRILL COSTS. THE GENERAL CONTRACTOR SHALL REVIEW AND COORDINATE THE SIZE AND LOCATION OF ALL SLAB OPENINGS WITH ALL RELATED DISCIPLINES. THE GENERAL CONTRACTOR SHALL SUBMIT PROPOSED LOCATIONS OF CORE DRILLING AND SLAB OPENINGS TO ARCHITECT AND STRUCTURAL ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO

PROCEEDING WITH THE WORK.

15. PATCH, REPAIR, AND INSTALL ALL FIREPROOFING AS REQUIRED BY CODE. FIREPROOF ALL NEW PENETRATIONS AS

REQUIRED FOR APPROVAL BY THE AUTHORITY HAVING JURISDICTION.

16. WHERE BUILDING SEISMIC JOINTS ARE LOCATED, THE GENERAL CONTRACTOR SHALL PROVIDE APPLICABLE CODE AND INDUSTRY BEST PRACTICES FOR ROUTING OF ALL PIPING, DUCTS, CONDUITS AND OTHER CONTINUOUS

RUNS.

17. THE GENERAL CONTRACTOR SHALL CONTINUOUSLY CHECK ARCHITECTURAL AND STRUCTURAL CLEARANCES FOR ACCESSIBILITY OF EQUIPMENT AND MECHANICAL AND ELECTRICAL SYSTEMS. NO ALLOWANCES OF ANY KIND WILL BE MADE FOR THE GENERAL CONTRACTOR’S NEGLIGENCE TO FORESEE MEANS OF INSTALLING EQUIPMENT

INTO POSITION.

18. THE FINISHED WORK SHALL BE FIRM, WELL-ANCHORED, IN TRUE ALIGNMENT, PLUMB, LEVEL, WITH SMOOTH, CLEAN, UNIFORM, APPEARANCE WITHOUT WAVES, DISTORTIONS, HOLES, MARKS, CRACKS, STAINS, OR DISCOLORATION. JOINTING SHALL BE CLOSE FITTING, NEAT AND WELL SCRIBED. THE FINISHED WORK SHALL HAVE NO EXPOSED UNSIGHTLY ANCHORS OR FASTENERS AND SHALL NOT PRESENT HAZARDOUS, UNSAFE CORNERS.

ALL WORK SHALL HAVE THE PROVISION FOR EXPANSION, CONTRACTION AND SHRINKAGE AS NECESSARY TO PREVENT CRACKS, BUCKLING, AND WARPING DUE TO TEMPERATURE AND HUMIDITY CONDITIONS.

19. ATTACHMENTS, CONNECTIONS OR FASTENERS OF ANY NATURE ARE TO PROPERLY AND PERMANENTLY BE SECURED IN CONFORMANCE WITH INDUSTRY BEST PRACTICES. THE DRAWINGS HIGHLIGHT SPECIAL CONDITIONS ONLY AND BY NO MEANS ILLUSTRATE EVERY CONNECTION. THE CONTRACTOR IS RESPONSIBLE FOR IMPROVING

CONNECTION ACCORDINGLY.

20. GENERAL CONTRACTOR SHALL WAIVE “COMMON PRACTICE” AND “COMMON USAGE” AS CONSTRUCTION CRITERIA WHEREVER DETAILS AND CONTRACT DOCUMENTS OF GOVERNING CODES, ORDINANCES, ETC. REQUIRE

QUANTITY OR BETTER QUALITY THAN COMMON PRACTICE OR COMMON USAGE WOULD REQUIRE.

21. THE GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SUBMITTALS, AND SHALL ORDER AND SCHEDULE DELIVERY OF MATERIALS TO AVOID DELAYS IN CONSTRUCTION. IF AN ITEM IS FOUND TO BE UNAVAILABLE OR TO HAVE A LONG LEAD TIME, THE GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT

IMMEDIATELY WITH A PROPOSED ALTERNATIVE.

22. THE GENERAL CONTRACTOR SHALL NOTIFY THE OWNER AND THE ARCHITECT IN WRITING OF ANY DEFICIENCIES IN BASE BUILDING WORK PRIOR TO THE COMMENCEMENT OF THE WORK. ANY UNREPORTED DEFICIENCIES WILL

BECOME THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CORRECT.

23. THE GENERAL CONTRACTOR SHALL EXERCISE INDUSTRY BEST PRACTICES FOR CARE AND CAUTION DURING THE CONSTRUCTION OF THE WORK, AND SHALL SCHEDULE WORK TO MINIMIZE DISTURBANCES TO OCCUPANTS, ADJACENT SPACES AND STRUCTURES, PROPERTY, PUBLIC THOROUGHFARES, ETC. THE GENERAL CONTRACTOR SHALL TAKE PRECAUTIONS AND BE RESPONSIBLE FOR THE SAFETY OF ALL BUILDING OCCUPANTS DURING CONSTRUCTION PROCEDURES. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COSTS INCURRED.

24. ALL DEBRIS SHALL BE REMOVED FROM THE SITE ON A DAILY BASIS, OR AS DIRECTED BY THE AUTHORITY HAVING JURISDICTION. UPON COMPLETION OF THE WORK, REMOVE ALL DEBRIS FROM THE BUILDING CREATED BY THE WORK PROVIDED UNDER THIS CONTRACT AND LEAVE ALL AREAS CLEAN. TRASH IS NOT PERMITTED TO BE

BURNED ON SITE.

25. SLAB PENETRATIONS SHALL BE SEALED AS REQUIRED TO MAINTAIN FIRE RATING, IF APPLICABLE, USING

MATERIALS AND METHODS APPROVED BY THE AUTHORITY HAVING JURISDICTION.

26. ALL PENETRATIONS SHALL BE SEALED AS REQUIRED TO MAINTAIN FIRE RATING, IF APPLICABLE. USE MATERIALS

COMPATIBLE WITH THE AUTHORITY HAVING JURISDICTION’S REQUIREMENTS.

27. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY ACCESS PANELS WHICH MAY BE REQUIRED PRIOR TO PROCEEDING WITH THE WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL

TRADES. REQUIRED ACCESS PANELS SHALL BE INCLUDED IN THE CONTRACT DOCUMENTS.

28. CONTRACTOR SHALL PROVIDE THE TEAM WITH A CONSTRUCTION SCHEDULE SHOWING THE PROPOSED PHASING.

LONG LEAD ITEMS THAT WILL AFFECT THE SUBSTANTIAL COMPLETION DATE SHALL BE BROUGHT TO THE

ARCHITECT’S ATTENTION IMMEDIATELY.

29. THE CONTRACTOR SHALL MAINTAIN SAFE PEDESTRIAN ACCESS TO THE FACILITY AND SURROUNDING GOLF COURSE AREAS AT ALL TIMES. COORDINATE TEMPORARY BARRIERS, DUST PROTECTION, AND STAGING WITH THE

OWNER.

30. ALL EXISTING UTILITIES SERVING AREAS OUTSIDE THE RENOVATION SCOPE SHALL REMAIN ACTIVE. PROVIDE

TEMPORARY CONNECTIONS AS REQUIRED TO MAINTAIN CONTINUOUS SERVICE.

31. MAINTAIN ALL LIFE SAFETY SYSTEMS ACTIVE AND OPERATIONAL THROUGHOUT CONSTRUCTION, INCLUDING EXIT

SIGNAGE, EMERGENCY LIGHTING, AND FIRE ALARM SYSTEMS.

GENERAL PROJECT NOTES

min max dimension showing English units (in inches unless otherwise specified) above the line and SI units (in millimeters unless otherwise specified) below the line dimension for small measurements direction of travel or approach boundary of clear floor space or maneuvering clearance centerline minimum maximum a permitted element or its extension a wall, floor, ceiling or other element cut in section or plan a highlighted element in elevation or plan

Convention Description location zone of element, control or feature greater than>

< less than

33-36

840-915 dimension showing a range with minimum -maximum less than or equal to greater than or equal to

LC

Graphic Convention for Figures

½ max

6.4 ¼ max 6.4 1

2¼

¼ 6.4

½

302.2 Carpet Pile Height 303.2 Vertical Change in Level 303.3 Beveled Change in Level dominant direction of travel long dimension perpendicular to dominant direction of travel

½ max

302.3 Elongated Openings in Floor or

Ground Surfaces

30 min

48 min m in m in

(a) forward

(b) parallel

36 min

X alcove forward

60 min

X alcove parallel m in

24 min m in

36 min

12 min

12 min

60 min base ar m ar m

304.3.2 T-Shaped

Turning Space

17-25

430-635 6 max m in

(a) elevation

(b) plan

11 min m in

8 min

9 min

(a) elevation

(b) plan m in

25 max

306.3 Knee Clearance

306.2 Toe Clearance

305.5 Position of Clear

Floor or Ground Space

305.7 Maneuvering

Clearance in an Alcove

4 max

X

X

12 max

12 max

-8

5-m a x m in

30X > 12

X > 12

(b)(a) m a x

5 20

X

307.4 Vertical Clearance

307.3 Post-Mounted Protruding Objects307.2 Limits of Protruding Objects m in m a x m a x m a x

>20-25 max

510-635 20 max

10 max m a x m in

10 max m a x m a x m a x m a x

> 10-24 max

255-610

(a) (b) m in

48 min

24 max m in m in m in

24 max

42 min m in

X < 48

42 min

X < 48

36 min

36 min m in

(a) 180 degree turn

(b) 180 degree turn

(Exception)

(c) folding door

(a) hinged door

(b) sliding door

32 min

32 min

32 min

404.2.3 Clear Width of Doorways

42 min

1065 5 m in

(e) hinge approach, pull side

36 min m in

(d) hinge approach, pull side

(g) hinge approach, push side, door provided with both closer and latch m in

20 22 min m in

22 min

(f) hinge approach, push side

(k) latch approach, push side, door provided with closer

24 min 12 m in

24 min m in

(j) latch approach, push side

24 min m in

(h) latch approach, pull side (i) latch approach, pull side, door provided with closer m in

70 610

24 min m in

18 min

(a) front approach, pull side m in

(b) front approach, push side m in12 min

(c) front approach, push side, door provided with both closer and latch m in

(a) front approach

(b) side approach m in

22 min m in

(c) pocket or hinge approach

24 min

61010 m in

(d) stop or latch approach

404.2.4.2 Maneuvering Clearance at

Sliding and Folding Doors m in

12 min

(c) push side, door provided with both closer and latch

X > 8 m in

(b) push side

X > 8

(a) pull side m in

18 min

X > 8

404.2.4.3 Maneuvering Clearance at

Recessed Doors and Gates

48 min

48 min

(a) (b)

48 min

(c) ramp run landinglanding

60 min

1525 1525 60 min landing ramp run ra m p r u n

60 min m in at least as wide as ramp run

(a) straight

(b) change in direction

30° max

(c) curved nosing

(d) beveled nosing

(b) angled riser

1½ max 1½ max

(a) radius of tread edge

(typical for all profiles) radius ½ max

-3

5-

(a) stairs

(b) ramps

5-

-3

(c) walking surfaces

-3

5-

5 38

1½ min

½ m in

505.6 Horizontal Projections Below

Gripping Surface

505.5 Handrail Clearance

100-160 4-6¼ perimeter

(a) (b)

2¼ max

572¼ m ax

12 min

12 min

12 min

505.10.3 Bottom Handrail

Extension at Stairs 505.10.2

Top Handrail Extension at Stairs

505.10.1 Top and Bottom Handrail

Extension at Ramps x x

5 max 15 min

380125

16-18

405-455 430-485 17-19

(a) wheelchair accessible water closets

(b) ambulatory accessible water closets

LC CL

602.5 Drinking Fountain

Spout Locatio

60 min m in

604.3.1 Size of Clearance at Water Closets

604.2 Water Closet Location

12 max

42 min

54 min

604.5.1 Side Wall Grab Bar at

Water Closets

LC

transfer side

12 min

24 min

36 min

604.5.2 Rear Wall Grab Bar at

Water Closets

LC

m in

7-9

180-230 m a x

604.7 Dispenser Outlet Location

(a) elevation adult

9 min

6 min partition

6 min

6 min

(c) plan

6 min

(b) elevation children

12 min partition

604.8.1.4 Wheelchair Accessible Toilet

Compartment Toe Clearance

(b) stall type

(a) wall hung type

17 max

13½ min 13½ min

605.2 Height and Depth of Urinals

ALLOWABLE REACH

RANGE FROM SIDE

APPROACH (ONLY IF

POSSIBLE)

M

IN

1'

3"4'

0" M

AX

3'

0"

4'

0" M

AX

T

O

CO

IN

S

LO

T

3'

2"

TO

B

UT

TO

N

4'

0"

TO

S

LO

T

4'

0"

TO

S

LO

T

4'

0"

4'

0"

TO

B

UT

TO

N

X= 3'

- 8

2'

6"

6'

2"

3'-0"

RE

AC

H

4'

0"

FO

RW

AR

D

RE

AC

H

4'

0"

FO

RW

AR

D

M

IN

1'

3" 4'

0" M

AX

ALLOWABL

E REACH

RANGE

FROM

FRONT

APPROACH

SANITARY

NAPKIN

DISPOSAL

SANITARY

NAPKIN

DISPENSER

SURFACE

MOUNTED

SOAP

DISPENSER

TOILET SEAT

COVER

DISPENSER

PAPER

TOWEL

DISPENSER

WALL

MOUNTED

DIAPER

CHANGING

STATION

HAND

DRYER

MIRROR

ABOVE

COUNTER/

LAVATORY

TOWEL

BAR

COAT HOOK

AT

RESTROOMS

NOTE: ALL MAXIMUM MOUNTING HEIGHTS TO BE

TAKEN FROM FINISH FLOOR TO HIGHEST

OPERABLE PART (COIN SLOTS, HANDLES, ETC. OF

ACCESSORY)

HO

LD

4'

0" A.

F.

F.

U.

N.

O

2'

0" A.

F.

F.

U.

N.

O

3'

6" A.

F.

F.

TYPICAL OUTLETS

MOUNTED BELOW

CREDENZA/

COUNTER U.N.O.

COUNTER/CREDENZA

@ 30"-36" U.N.O.

TYPICAL OUTLETS

MOUNTED ABOVE

CREDENZA /COUNTER

U.N.O.- MOUNT

HORIZONTALLY

COAT HOOKS WHERE

SCHED. U.N.O.

SCHEDULED

LATCHSET OR

LOCKSET U.N.O.

FIRE ALARM STROBE

WALL PHONE

THERMOSTATS, INTERCOMS,

CARD READERS OR OTHER

TYPES OF SWITCHES THAT

DO NOT FIT UNDER THE

SAME COVER PLATE AS THE

LIGHT SWITCHES

WALL LIGHT SWITCH OR

MOTION DETECTOR- IF

MORE THAN ONE

SWITCH, PLACE THEM

ALL UNDER ONE

COVERPLATE

TYPICAL OUTLET

MOUNTING HEIGHT

ALIGN WHERE

SCHEDULED DATA/

VOICE OUTLET OCCUR

4'

0" A.

F.

F.

3'

5/

6" A.

F.

F.

A.

F.

F.

1'

6"

6"

ELECTRICAL, VOICE, AND DATA WALL OUTLETS

SHALL BE GANGED TOGETHER AS TIGHT AS

POSSIBLE AS PER CODE RESTRICTIONS.

MOUNTING HEIGHTS, LOCATIONS AND ALIGNMENT

OF ALL DEVICES SHALL BE PER THIS DRAWING UNO.

6'

0" A.

F.

F.

M

IN

4'

0" M

AX

A

.F .F

HALL LANTERN

FIXUTRE, VISUAL

ELEMENTS SHALL BE 2

1/2" MIN. IN THE

SMALLEST DIMENSION

CALL BUTTONS FIXTURE,

VISUAL ELEMENTS SHALL

BE 3/4" MIN. IN THE

SMALLEST DIMENSION.

HA

ND

LE

O

R

BR

AC

KE

T

4'

0" A

.F .F

TO

P O

F

M

IN

1'

3" A.

F.

F.

M

AX

4'

0" A.

F.

F.

NOTE: FIRE EXTINGUISHER

CANNOT PROTRUDE MORE THAN

4"

0' - 8"

WALL

MOUNTE

D

SIGNAGE

PLAQUE

MEN

" A

.F .F

. M

AX

" A

.F .F

. M

IN

TACTILE CHARACTERS ON SIGNS SHALL BE

LOCATED 48" A.F.F. MIN MEASURED FROM THE

BASELINE OF THE LOWEST TACTILE CHARACTER

AND 60" A.F.F. MAX MEASURED FROM THE

BASELINE OF THE HIGHEST TACTILE CHARACTER.

ADA SIGNAGE FIRE PROTECTION TYPICAL ELEVATOR

PULL

STATION

FIRE

EXTINGUISHER

CABINET OR

BRACKET

control wall seat wall back wall

608.3.1 Grab Bars for Transfer Type Showers

LC LC

LC

48 min m in

6control wall back wall seat wall

Note: inside finished dimensions measured at the center points of opposing sides.

608.2.1 Transfer Type Shower Compartment Size and Clearance.

LC

m in

15 max m a x side wall

608.5.1 Transfer Type

Shower Compartment

Control Location

15-16

380-405

560-585 22-23

-1

5-

(a) size

2½ max

½ m a x seat wall wall seat

(b) distance from wall

610.3.2 L-Shaped Shower Seat

m in

1½ min

(a) projecting objects

(b) recessed objects

609.3 Spacing of Grab Bars

12 min

12 min

X < 4

405.9.2 Curb or Barrier Edge Protection405.9.2 Curb or Barrier Edge Protection

SHEET NUMBER

SHEET TITLE

CLIENT

ARCHITECT

CONSULTANT

PROJECT NAME

PROJECT LOCATION

PROJECT NUMBER

561-988-4002 www.pgal.com

Suite 400

791 Park of Commerce Boulevard

PGAL, Inc.

Boca Raton, FL 33487

Chenmoore and Associates

500 Australian Avenue

Suite 850

West Palm Beach, FL 33401

T 561-746-6900

F

IL

E N

A M

E

D A

T E

S T

A M

P

Johnson Structural Group

160 West Camino Real

Suite 1000

Boca Raton, FL 33432

T 561-982-8999

REGISTRATION

DRAWING HISTORY

CMTA

4 Harvard Circle

Suite 600

West Palm Beach, FL 33409

T 561-547-0598

C

R e v it L o c a ls

\P A

R I

II

R a m ila n iA

R S

D

.r v t

/1

/2

:4

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A

M

G0.10

ADA STANDARDS

Par III Restroom Renovation

2345 South Ocean Blvd Palm Beach, FL 33480

1008335.00

Town of Palm Beach Palm Beach Par III Golf Course

T 561-547-0598

Copyright © 2025

2345 South Ocean Blvd Palm Beach, FL 33480

NOTE: TYPICAL DETAILS OR CONDITIONS

PER FLORIDA BUILDING CODE.

CHAPTER 3: BUILDING BLOCKS

CHAPTER 4: ACCESSIBLE ROUTES

CHAPTER 6: PLUMBING ELEMENTS AND FACILITIESCHAPTER 5: GENERAL SITE AND BUILDING ELEMENTS

TYPICAL INSTALLATION HEIGHTS

302 - Floor or Ground Surfaces1

302 Floor or Ground Surfaces

304 305 306 Clearance Space 307 Limits of Protruding Objects1 308 Reach Ranges1

403.5.1 Clear Width of an Accessible Route1

403.5.2 Clear Width at Turn1

404 Doors, Doorways, and Gates1

404.2.6 Doors in Series and Gates in Series405.7 Ramp Landings1

Stair Nosings Handrail Height Handrail Clearance

505.7.2 Handrail Non-Circular Cross Section1505.10 Hardrails Extensions1

603 Toilet and Bathing Rooms1608 Showers1

Spacing of Grab Bars

405.9 Extended Floor or Ground Surface

A 2026/03/19 BID SET

39 SF

UNISEX

RESTROOM

12 SF

JANITORS

CLOSET

48 SF

MENS ADA

RESTROOM

48 SF

WOMENS ADA

RESTROOM

TRAVEL DIST ALLOWED: 200 FT

TRAVEL DIST: 23'-8"

CLEAR WIDTH

4' - 11"

SHEET NUMBER

SHEET TITLE

CLIENT

ARCHITECT

CONSULTANT

PROJECT NAME

PROJECT LOCATION

PROJECT NUMBER

561-988-4002 www.pgal.com

Suite 400

791 Park of Commerce Boulevard

PGAL, Inc.

Boca Raton, FL 33487

Chenmoore and Associates

500 Australian Avenue

Suite 850

West Palm Beach, FL 33401

T 561-746-6900

F

IL

E N

A M

E

D A

T E

S T

A M

P

Johnson Structural Group

160 West Camino Real

Suite 1000

Boca Raton, FL 33432

T 561-982-8999

REGISTRATION

DRAWING HISTORY

CMTA

4 Harvard Circle

Suite 600

West Palm Beach, FL 33409

T 561-547-0598

C

R e v it L o c a ls

\P A

R I

II

R a m ila n iA

R S

D

.r v t

/1

/2

:4

:2

A

M

G1.01

CODE ANALYSIS -

LIFE SAFETY PLAN

Par III Restroom Renovation

2345 South Ocean Blvd Palm Beach, FL 33480

1008335.00

Town of Palm Beach Palm Beach Par III Golf Course

T 561-547-0598

Copyright © 2025

2345 South Ocean Blvd Palm Beach, FL 33480

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

LIFE SAFETY PLAN

NOTE:

EXTERIOR BEARING WALLS SHALL NOT HAVE A FIRE RESISTANCE RATING LESS THAN THE REQUIRED RATINGS PER TABLE 602.

ROOF CONSTRCUTION AND ASSOCIATED SECONDARY

STRUCTURAL MEMEBERS

0 HR

FLOOR CONSTRUCTIONND ASSOCIATED SECONDARY

STRUCTURAL MEMEBERS

0 HR

NON-BEARING INTERIOR 0 HR

NON-BEARING EXTERIOR 0 HR

BEARING WALL INTERIOR (TOP FLOOR) 0 HR

BEARING WALL INTERIOR (TYP. FLOOR) 0 HR

BEARING WALL EXTERIOR 0 HR

STRUCTURAL FRAME 0 HR

BUILDING ELEMENT FIRE RATING

TYPE:VB PER TABLE 601

BUILDING TYPE OF CONSTRUCTION

NFPA 70 NATIONAL ELECTRICAL CODE 2020 EDITION

NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS

FLORIDA ACCESSIBILITY CODE 2024- 8TH EDITION

FLORIDA PLUMBING CODE 2024- 8TH EDITION

FLORIDA MECHANICAL CODE 2024- 8TH EDITION

FLORIDA ENERGY CONSERVATION CODE 2024- 8TH EDITION

FLORIDA FIRE PREVENTION CODE 2024- 8TH EDITION

FLORIDA BUILDING CODE 2024- 8TH EDITION

APPLICABLE CODES

PROJECT SUMMARY DATA

THE TOWN OF PALM BEACH PAR 3 RESTROOM RENOVATION INVOLVES INTERIOR AND EXTERIOR UPGRADES TO THE RESTROOM FACILITY AT 2345 SOUTH OCEAN BOULEVARD. PREVIOUSLY, THE RESTROOMS WERE ACCESSIBLE ONLY FROM INSIDE THE BUILDING, WITH SEPARATE MEN’S AND WOMEN’S ENTRANCES. UNDER THIS RENOVATION, THAT INTERIOR ACCESS WILL BE REMOVED, AND A NEW ENTRANCE WILL BE

CREATED FROM THE WEST SIDE OF THE BUILDING, ALLOWING DIRECT OUTSIDE ACCESS.

THE NEW LAYOUT WILL FEATURE ADA-COMPLIANT RESTROOMS FOR WOMEN AND MEN, A UNISEX RESTROOM, AND A JANITOR’S CLOSET.

MODIFICATIONS TO THE MECHANICAL, ELECTRICAL, AND PLUMBING SYSTEMS WILL BE MADE TO ACCOMMODATE THE NEW LAYOUT. THE TOTAL RENOVATION AREA IS APPROXIMATELY 302 SQUARE FEET, AND ALL IMPROVEMENTS WILL COMPLY WITH THE 2024 FLORIDA BUILDING

CODE AND LOCAL STANDARDS.

PROJECT DESCRIPTION & NARRATIVE

TOTAL OCCUPANT LOAD 1 HR

ASSEMBLY 232 SF 11 22

FUNCTION OF SPACE SQUARE FOOTAGE OCCUPANT LOAD... OCCUPANT LOAD

OCCUPANT LOAD CALCULATIONS - PER FBC 1004.5 & FFPC 101 TABLE 7.3.1.2

PROVIDED 3 3

EXISTING

PROVIDED

REQUIRED 11/75 = 1 11/75 = 1 1 1 1

ASSEMBLY

1 PER 75 FOR THE FIRST

1,500 AND 1 PER 120 FOR

THE REMAINDER

EXCEEDING 1,500

1 PER 40 FOR THE FIRST

1,520 AND 1 PER 60 FOR

THE REMAINDER

EXCEEDING 1,520

1 PER 200 1 PER 150 1 PER 1,000

MALE FEMALE MALE FEMALE

CLASSIFICATION OCCUPANCY

WATER CLOSETS LAVATORIES DRINKING

FOUNTAIN

SERVICE

SINK

PER FLORIDA PLUMBING CODE TABLE 403.1

PLUMBING CALCULATIONS

MAXIMUM COMMON PATH OF TRAVEL 75 FT NOT TO EXCEED 75 FT

MAXIMUM TRAVEL DISTANCE 200 FT NOT TO EXCEED 200 FT

ALLOWED PROVIDED

ALLOWABLE TRAVEL DISTANCES AND DEAD ENDS - PER FBC TABLE 1017.2, 1006.2, 1006.3.3(2), & 1020.5, AS WELL AS FFPC 101 TABLE...

A - "ASSEMBLY" 36 INCHES 5 FT ( 60 INCHES)

OCCUPANCY MIN. REQUIRED MIN. PROVIDED

CORRIDOR WIDTH - PER FBC 1005.3.2. & 1020.3

CLEAR WIDTH 32 INCHES 34 INCHES

MIN. REQUIRED MIN. PROVIDED

DOOR WIDTH - PER FBC 1005.3.2. & 1010.1

EGRESS REEQUIREMENTS

10"

8"

8"20.00'

27.00'

11.50'3.30'

29.00'

3.30'

11.50'

27.00'

20.00'

3.65'

12.00'

3.65'

12"

RIM=7.40'

N.INV=5.43'(4"PVC)

BOTTOM=5.35'

1 STORY CBS

FINISH FLOOR ELEVATION=8.47'

8"

24"

RIM=7.86'

UNABLE TO OPEN

BURIED

TOWN OF PALM BEACH

2345 S OCEAN BLVD

50-43-44-11-03-000-1321

ORB 2182, PAGE 902

N O

T A

P A

R T

O F

T H

IS

S

U R

V E

Y

8.45

8.35

8.35

8.45

W

ICV

ICV

ICV

ICV

RD N

YRD

RD N

YRD

R1 .5

0'

5.00'

6' HEDGE

TBM

ELEVATION=7.88'

SET MAG NAIL &

DISC "EGI TRAV"

COLUMN (TYP)

8' H E

D G

E

8' CHAIN LINK FENCE

ASPHALT

AREA

PLAN

TER

COVERED AREA

HANDRAIL

STEP

A/C

PAD

GRAVEL AREA

ASTROTURF DRIVING RANGE

GRAVEL AREA

TYPE "D" CURB

10' CONCRETE SIDEWALK

TYPE "D" CURB

5' HEDGE

TYPE "D" CURB

C

C

C

C C

E

E

9.

.3

.2

.2

.0

.66

.63

.70

.65

.2

.17

9.

9.

.3

.4

.0

.37

.30

9.

9.3 19.1

28.

8.

8.

8.

8.7

8.

8.

8.

9.

9.

8.

8.22

8.

9.

8.

8.1

8.71

9.82

.0

.0

9.

078.

8.3

8.

8.

8.

7.

8.

7.

7.

7.

7.

8.

8.

7.67

8.

8.

8.

8.

8.

8.76

8.278.

29 8.34

8.34

8.16

7.

8.308.

8.

8.

8.

8.

7.

7.9 18.

8.

7.

7.

7.1

9.

9.

8.

9.0

7.

7.

9.

9.

8.

8.

8.

7.

7.

8.

8.

398.

408.

8.1

7.

7.

8.

7.

7.96

7.99

8.347.85

8.14

7.

7.

8.

7.51

7.58

7.90

8.

7.

PROPOSED TYPE "D" CURB

PROPOSED TYPE "D" CURB

RELOCATED PEA ROCK

PROPOSED SIDEWALK

PROPOSED SIDEWALK

MATCH EXIST

SIDEWALK GRADE

MATCH EXIST

SIDEWALK GRADE

PROPOSED PEA ROCK

TRANSITION FROM TOP OF

CURB TO SIDEWALK GRADE

OVER A DISTANCE OF 1.5'

PROPOSED WHEEL STOP

PROPOSED RELOCATED

HOSE BIB

10"

8"

8"20.00'

27.00'

11.50'3.30'

29.00'

3.30'

11.50'

27.00'

20.00'

3.65'

12.00'

3.65'

12"

RIM=7.40'

N.INV=5.43'(4"PVC)

BOTTOM=5.35'

1 STORY CBS

FINISH FLOOR ELEVATION=8.47'

8"

24"

RIM=7.86'

UNABLE TO OPEN

BURIED

TOWN OF PALM BEACH

2345 S OCEAN BLVD

50-43-44-11-03-000-1321

ORB 2182, PAGE 902

N O

T A

P A

R T

O F

T H

IS

S

U R

V E

Y

W

ICV

ICV

ICV

ICV

RD N

YRD

RD N

YRD

6' HEDGE

TBM

ELEVATION=7.88'

SET MAG NAIL &

DISC "EGI TRAV"

COLUMN (TYP)

8' H E

D G

E

8' CHAIN LINK FENCE

ASPHALT

AREA

PLAN

TER

COVERED AREA

HANDRAIL

STEP

A/C

PAD

GRAVEL AREA

ASTROTURF DRIVING RANGE

GRAVEL AREA

TYPE "D" CURB

10' CONCRETE SIDEWALK

TYPE "D" CURB

5' HEDGE

TYPE "D" CURB

C

C

C

C C

E

E

.78

.3

.7

9.

9.

.3

.2

.2

.0

.66

.63

.70

.65

.2

.17

9.

9.

.3

.4

.0

.37

.30

9.

9.

319.1

28.

8.

8.

8.

8.7

8.

8.

8.

9.

9.

8.

8.22

8.

9.

8.

8.1

8.71

9.82

.0

.0

9.

078.

8.3

8.

8.

8.

7.

8.

7.

7.

7.

7.

8.

8.

7.67

8.0

8.

8.1

8.

8.

8.

8.76

8.278.

29 8.34

8.34

8.16

7.

8.308.

8.

8.

8.

8.

7.

7.9 18.

8.

7.9

7.

7.1

9.

9.

8.

9.0

7.

7.

9.

9.

8.

8.

8.

7.

7.

8.

8.

398.

408.

8.1

7.

7.

8.

7.

7.96 7.99

8.347.85

8.14

7.

7.

8.

7.51

7.58

7.90

8.

7.

REMOVE AND RELOCATE PEA ROCK

AS REQUIRED. CONTRACTOR TO

COORDINATE WITH OWNER FOR

FINAL PLACEMENT.

REMOVE SIDEWALK

SAW CUT CLEAN EDGE

REMOVE SIDEWALK

REMOVE TYPE

"D" CURB

REMOVE SIDEWALK

RELOCATE EXIST

HOSE BIB

REMOVE HEDGE

THIS DOCUMENT IS RELEASED

FOR INTERIM REVIEW UNDER

THE AUTHORITY OF

NOT FOR REGULATORY

APPROVAL, BIDDING, PERMIT,

OR CONSTRUCTION PURPOSES.

INTERIM REVIEW

SHEET NUMBER

SHEET TITLE

CLIENT

ARCHITECT

CONSULTANT

PROJECT NAME

PROJECT LOCATION

PROJECT NUMBER

561-988-4002 www.pgal.com

Suite 400

791 Park of Commerce Boulevard

PGAL, Inc.

Boca Raton, FL 33487

NAME HERE, ARCHITECT

TEXAS REG. NO. #####

Johnson Structural Group

160 West Camino Real Suite 1000 Boca Raton, FL 33432 T 561-982-8999

REGISTRATION

DRAWING HISTORY

CMTA

2 Harvard Circle Suite 100 West Palm Beach, FL 33409 T 561-547-0598

Par III Restroom Renovation

2345 South Ocean Blvd Palm Beach, FL 33480

1008335.00

Palm Beach Par III Golf Course

T 561-547-0598

Copyright © 2025

2345 South Ocean Blvd Palm Beach, FL 33480

№. DATE DESCRIPTION

500 Australian Avenue South Suite 850

West Palm Beach, FL 33401 561.746.6900 www.chenmoore.com

D A

TE

S

TA

M

P:

/2 9/

:2

4:

P M

FI

LE

N A

M E:

V :\P ro je ct s\

\2 5-

.0 pa r 3 re st ro om re no va tio n\

D es ig n\

C A

D \S he et s

1 INCH = FEET

GRAPHIC SCALE

5 10 20

C1.00

CIVIL IMPROVEMENTS

SURFACE FLOW ARROW

PROPOSED CONCRETE

00.00 PROPOSED PAVEMENT ELEVATION

PROPOSED LEGEND

EXISTING ELEVATION00

.0

PAVING, GRADING AND DRAINAGE NOTES:

1. ALL SIDEWALKS SHALL MEET ALL A.D.A. REQUIREMENTS (5% MAX.

LONGITUDINAL SLOPE AND 2% MAX. TRANSVERSE SLOPE).

2. CONTRACTOR TO PROVIDE DETAILED AS-BUILTS SURVEYS THAT

CLEARLY DEFINE THE AREAS OF WORK COMPLETED UNDER THIS

CONTRACT.

FINISHED

GRADE

8"

6"

ASPHALT

4" CURB PAD

COMPACTED TO 98%

AASHTO T-180 (LBR40)

2" R.

6"

NOTE

LIMEROCK

SUBGRADE

4" CURB PAD

COMPACTED TO 98%

AASHTO T-180 (LBR40)

4 "R.

6"

3,000 PSI CONCRETE

CONCRETE

PAVEMENT

JOINT SEAL

12" EXP. JOINT AND

PREFORMED JOINT FLLER

LIMEROCK

SUBGRADE

3,000 PSI CONCRETE

REFER TO FDOT INDEX NO. 520-001

FOR ADDITIONAL INFORMATION.6"

FINISHED

GRADE

8"

6"

2" R.

6"

TYPE 'D' CONCRETE CURB

N.T.S.

DATE: __________01/29/2026

LICENSE NO. 98606

Bradley L. Childers, P.E.

NOTES:

1. ALL JOINTS ARE TO BE SAW CUT

PROP. SP-9.5 VARYING DEPTH (MAX LIFT 1.5")

EXIST LIMEROCK BASE

EXIST COMPACTED SUBGRADE

EXIST. ASPHALT

PROPOSED ASPHALT OVERLAY

N.T.S.

4"

PROPOSED SIDEWALK

N.T.S.

TYPE 'D' CONCRETE CURB

COMPACTED BASE

NOTES:

1. SIDEWALKS TO BE 4'' THICK PORTLAND CEMENT CONCRETE, MIN. 3000 P.S.I.@ 28 DAYS

2. BASE TO BE A MINIMUM 4 INCHES OF CLEAN SAND OR SANDY LOAM, COMPACTED TO 98% OF MAXIMUM DRY

DENSITY PER AASHTO T-180 WITH MIN LBR 40, FULL WIDTH.

3. SIDEWALKS TO BE BROOM FINISHED WITH EVEN, DUSTLESS SURFACE.

4. SIDEWALK THICKNESS TO BE 6 INCHES MINIMUM IN ALL AREAS SUBJECT TO VEHICULAR TRAFFIC.

5. EXPANSION MATERIAL IS TO BE FROM FDOT'S APPROVED PRODUCT LIST.

2% (MIN)

PROPOSED PEA ROCK

2'' EXPANSION MATERIAL

EXISTING FACE OF BUILDING

PROPOSED GRADECONCRETE SIDEWALK

6"

12"±

6'

3" Max.

2" Min.5" Min.

6" Max.

Cast or rubbed (Typ.)

4" Min.

5" Max.

5 8"or 3 4"holes

1 4"Pitch optional

2" Min.

3" Max.

# 4 Bars, 18" long (two per guard)

2" R (Typ)

PROPOSED WHEEL STOP

N.T.S.

NOTES:

1. ULTIMATE STRENGTH OF CONCRETE FOR CURBS AND WHEEL STOPS SHALL BE 2,500 PSI. @ 28 DAYS

2. 1/8" - 1/4" CONTRACTION JOINTS IN CURBS SHALL BE 3 1/2" MIN. DEPTH (AS MEASURED) FROM TOP OF ADJACENT

PAVEMENT) AND AT 10-FOOT CENTERS. NO SECTION SHALL BE LESS THAN 4 FEET.

3. WHEN PAVEMENT IS CONCRETE, PROVIDE A 1/2" EXPANSION JOINT WITH PRE-FORMED JOINT FILLER AND JOINT SEAL BETWEEN CURB AND CONCRETE PAVEMENT (1 1/2" TAPER ON CURB FACE NOT NOT REQUIRED AT

CONCRETE PAVEMENT).

4. ENDS OF TYPE "B" AND "D" CURB SHALL TRANSITION FROM FULL HEIGHT TO ZERO IN 3 FEET.

GENERAL NOTES:

1. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS, WHETHER SHOWN

OR NOT, AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO

CONSTRUCTION.

2. THE HORIZONTAL AND VERTICAL LOCATIONS OF THE EXISTING UTILITIES

SHOWN ARE APPROXIMATE ONLY AND ARE BASED ON FIELD

OBSERVATION AND/OR AVAILABLE PLANS. THE EXACT LOCATION MAY

VARY. IF UPON EXCAVATION, AN EXISTING UTILITY IS FOUND TO BE IN

CONFLICT WITH THE PROPOSED CONSTRUCTION OR TO BE OF A SIZE OR

MATERIAL DIFFERENT FROM THAT SHOWN ON THE PLANS THE

CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD.

3. ANY EXISTING ITEM DISTURBED DURING CONSTRUCTION IS TO BE

RESTORED TO EQUAL OR BETTER QUALITY.

4. PAVEMENT RESTORATION IS TO MATCH EXISTING GRADE UNLESS

OTHERWISE NOTED.

5. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO TAKE THE

NECESSARY PRECAUTIONS TO ENSURE PROPER SAFETY AND

WORKMANSHIP WHEN WORKING IN THE VICINITY OF EXISTING UTILITY

LINES.

6. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH FPL ON

ANY WORK IN THE VICINITY OF OVERHEAD OR UNDERGROUND POWER

LINES.

7. CONTRACTOR SHALL VERIFY PROPER CLEARANCE BELOW EXISTING

OVERHEAD POWER LINES PRIOR TO WORKING WITHIN THE VICINITY OF

POWER LINES.

REMOVE MATERIAL FROM AREA

RESTORATION AREA

REMOVE ITEM

DEMOLITION NOTES:

1. DEMOLITION TO START AFTER NOTICE TO PROCEED FOR CONSTRUCTION

(NTP) HAS BEEN ISSUED BY THE TOWN OF PALM BEACH (TOPB).

2. GENERAL CONTRACTOR IS TO SECURE AND MAINTAIN TOPB PERMIT.

INSPECTIONS CONSIDERED UNDER THE PERMIT MUST BE COORDINATED

WITH PLANNING ZONING AND BUILDING DEPARTMENT.

3. DO NOT START DEMOLITION WORK UNTIL UTILITY DISCONNECTING AND

SEALING HAVE BEEN COMPLETED AND VERIFIED IN WRITING.

4. BEFORE PROCEEDING WITH DEMOLITION OPERATIONS THE CONTRACTOR

IS TO DRAIN, PURGE, OR OTHERWISE REMOVE, COLLECT, AND DISPOSE

OF CHEMICALS, GASES, EXPLOSIVES, ACIDS, FLAMMABLES, OR OTHER

DANGEROUS MATERIALS.

5. CONDUCT DEMOLITION OPERATIONS AND REMOVE DEBRIS TO ENSURE

MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, AND OTHER

ADJACENT OCCUPIED AND USED FACILITIES.

6. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, OR OTHER ADJACENT

OCCUPIED OR IN-USE FACILITIES WITHOUT PERMISSION FROM OWNER,

THE TRIBE AND AUTHORITIES HAVING JURISDICTION. PROVIDE

ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS

AS REQUIRED BY GOVERNING REGULATIONS.

7. CONDUCT DEMOLITION OPERATIONS TO PREVENT INJURY TO PEOPLE

AND DAMAGE TO ADJACENT BUILDINGS AND FACILITIES TO REMAIN.

ENSURE SAFE PASSAGE OF PEOPLE AROUND DEMOLITION AREA.

8. ERECT TEMPORARY PROTECTION, SUCH AS WALKS, FENCES, BARRIERS,

RAILINGS, ETC. WHERE REQUIRED BY AUTHORITIES HAVING

JURISDICTION.

9. PROTECT EXISTING SITE IMPROVEMENTS, APPURTENANCES, AND

LANDSCAPING TO REMAIN.

10. ADJACENT IMPROVEMENTS SHALL BE CLEANED OF DUST, DIRT, AND

DEBRIS CAUSED BY DEMOLITION OPERATIONS. RETURN ADJACENT

AREAS TO CONDITION EXISTING BEFORE START OF DEMOLITION.

11. FOR SELECTIVE DEMOLITION, USE CUTTING METHODS LEAST LIKELY TO

DAMAGE CONSTRUCTION TO REMAIN OR ADJOINING CONSTRUCTION. TO

MINIMIZE DISTURBANCE OF ADJACENT SURFACES, USE HAND OR SMALL

POWER TOOLS DESIGNED FOR SAWING OR GRINDING, NOT HAMMERING

OR CHOPPING. TEMPORARILY COVER OPENINGS TO REMAIN

12. DEMOLISH CONCRETE IN SMALL SECTIONS. CUT CONCRETE AT

JUNCTURES WITH CONSTRUCTION TO REMAIN, USING POWER-DRIVEN

MASONRY SAW OR HAND TOOLS; DO NOT USE POWER-DRIVEN IMPACT

TOOLS.

13. INFORMATION SHOWN ON THE DRAWINGS AS TO THE LOCATION OF

EXISTING UTILITIES HAS BEEN PREPARED FROM THE MOST RELIABLE

DATA AVAILABLE TO THE ENGINEER; HOWEVER, THIS INFORMATION IS

NOT GUARANTEED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO

DETERMINE THE LOCATION, CHARACTER, AND DEPTH OF ALL EXISTING

UTILITIES. THE CONTRACTOR SHALL ASSIST THE UTILITY COMPANIES, BY

EVERY MEANS POSSIBLE, TO DETERMINE SAID LOCATIONS AND THE

LOCATIONS OF RECENT ADDITIONS TO THE SYSTEMS NOT SHOWN.

14. REMOVAL, DEMOLITION, HAULING, AND DISPOSAL SHALL COMPLY WITH

REGULATIONS BY F.D.E.P., E.P.A., AND ANY OTHER AUTHORITY HAVING

JURISDICTION.

15. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION AND

REQUIREMENTS.

16. ALL EXISTING STREET LIGHTING WILL REMAIN IN PLACE AND REMAIN IN

SERVICE DURING CONSTRUCTION OPERATIONS.

EXISTING CONDITIONS NOTES:

1. EXISTING CONDITIONS PRESENTED ARE BASED ON A TOPOGRAPHIC

SURVEY PROVIDED BY ENGENUITY GROUP INC., PROJECT 25029.01, DATED

06/12/2025. ADDITIONAL INFORMATION WAS OBTAINED FROM AS-BUILTS

AND RECORD DRAWINGS PROVIDED BY UTILITY COMPANIES, G.I.S.

INFORMATION AND FIELD VISITS.

2. ALL ELEVATIONS ARE BASED ON THE NORTH AMERICAN VERTICAL

DATUM OF 1988 (NAVD 88).

3. NATIONAL GEODETIC SURVEY (NGS) BENCHMARK USED:

DESCRIPTION = 06 78 E 07

ELEVATION = 14.99' NAVD 88

4. CONTRACTOR IS TO PROTECT ALL EXISTING TREES, SIGNS, AND ABOVE

GROUND UTILITIES NOT IMPACTED BY THIS PLAN.

YARD DRAIN

LIGHT POLE

ICV IRRIGATION CONTROL VALVE

BRICK PAVERS

C

ORNAMENTAL TREE AND SIZE

COCONUT PALM AND SIZE

CONCRETE

ORB OFFICIAL RECORD BOOK

WIRE PULL BOX- ELECTRIC

TEMPORARY BENCHMARK

MEASURED ELEVATIONx 0.0

W WATER VALVE

SANITARY VALVE

PVC/HDPE

DRN UNDERGROUND STORM

INFORMATION SIGN (SINGLE POST)

CHAIN LINK FENCE

PLASTIC PIPE

E

S

10"

10"

RD N

YRD

INVERTINV

AIR CONDITIONINGA/C

CONCRETE BLOCK STRUCTURECBS

TYPICALTYP

EXISTING AND DEMOLITION PLAN

PAVING AND GRADING PLAN

DEMOLITION LEGEND EXISTING LEGEND

DRAWING HISTORY

№. DATE DESCRIPTION

A 2026/02/23 BID SET

№. DATE DESCRIPTION

A 2026/03/10 BID SET

amilani Rectangle amilani Snapshot

10"

8"20.00'

27.00'

11.50'3.30'

29.00'

3.30'

11.50'

27.00'

20.00'

3.65'

12.00'

3.65'

12"

RIM=7.40'

N.INV=5.43'(4"PVC)

BOTTOM=5.35'

1 STORY CBS

FINISH FLOOR ELEVATION=8.47'

8"

24"

RIM=7.86'

UNABLE TO OPEN

BURIED

TOWN OF PALM BEACH

2345 S OCEAN BLVD

50-43-44-11-03-000-1321

ORB 2182, PAGE 902

NOT A PART OF THIS SURVEY

N O

T A

P A

R T

O F

T H

IS

S

U R

V E

Y

S

W

ICV

ICV

ICV

ICV

RD N

YRD

RD N

YRD

W

APPROXIMATE LOCATION OF

EXISTING 1 1

2" WATER METER

S O

C E

A N

B

LV

D

6' HEDGE

TBM

ELEVATION=7.88'

SET MAG NAIL &

DISC "EGI TRAV"

TBM

ELEVATION=8.39'

SET MAG NAIL &

DISC "EGI TRAV"

COLUMN (TYP)

8' H E

D G

E

8' CHAIN LINK FENCE

ASPHALT

AREA

PLAN

TER

COVERED AREA

HANDRAIL

STEP

A/C

PAD

GRAVEL AREA

ASTROTURF DRIVING RANGE

GRAVEL AREA

TYPE "D" CURB

10' CONCRETE SIDEWALK

TYPE "D" CURB

ASPHALT PARKING LOT

5' HEDGE

TYPE "D" CURB

APPROXIMATE LOCATION OF

EXISTING PALMS (TYP)

TRENCH RESTORATION, PLACE

ASPHALT

ABANDON 1 12"

WATER SERVICE

IN PLACE

CONTRACTOR TO LOCATE

AND CONNECT TO EXISTING

BUILDING SERVICE

C

C

C

C C

E

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9.

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8.

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7.

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8.

8.

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8.278.

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8.16

7.

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8.

8.

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8.

7.9

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9.

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8.347.85

8.14

7.

7.

8.

7.51

7.58

7.90

8.

7.

EXISTING WATER

SERVICE LINE

V

CONTRACTOR TO ADJUST ROUTE OF PROPOSED

2" WATER SERVICE TO AVOID VEGETATION

REMOVE EXISTING 1"

BACKFLOW PREVENTOR

AND REPLACE WITH 1-1/2"

BACKFLOW PREVENTOR

W W W W W W W W W W W

PROP 2" WATER

SERVICE LINE

REFURBISH PARKING

STALLS AFFECTED BY

TRENCH RESTORATION

THIS DOCUMENT IS RELEASED

FOR INTERIM REVIEW UNDER

THE AUTHORITY OF

NOT FOR REGULATORY

APPROVAL, BIDDING, PERMIT,

OR CONSTRUCTION PURPOSES.

INTERIM REVIEW

SHEET NUMBER

SHEET TITLE

CLIENT

ARCHITECT

CONSULTANT

PROJECT NAME

PROJECT LOCATION

PROJECT NUMBER

561-988-4002 www.pgal.com

Suite 400

791 Park of Commerce Boulevard

PGAL, Inc.

Boca Raton, FL 33487

NAME HERE, ARCHITECT

TEXAS REG. NO. #####

Johnson Structural Group

160 West Camino Real Suite 1000 Boca Raton, FL 33432 T 561-982-8999

REGISTRATION

DRAWING HISTORY

CMTA

2 Harvard Circle Suite 100 West Palm Beach, FL 33409 T 561-547-0598

Par III Restroom Renovation

2345 South Ocean Blvd Palm Beach, FL 33480

1008335.00

Palm Beach Par III Golf Course

T 561-547-0598

Copyright © 2025

2345 South Ocean Blvd Palm Beach, FL 33480

№. DATE DESCRIPTION

500 Australian Avenue South Suite 850

West Palm Beach, FL 33401 561.746.6900 www.chenmoore.com

D A

TE

S

TA

M

P:

/2 9/

:3

4:

P M

FI

LE

N A

M E:

V :\P ro je ct s\

\2 5-

.0 pa r 3 re st ro om re no va tio n\

D es ig n\

C A

D \S he et s

1 INCH = FEET

GRAPHIC SCALE

5 10 20

C2.00

UTILITY

IMPROVEMENTS

DATE: __________01/29/2026

LICENSE NO. 98606

Bradley L. Childers, P.E.

WATER NOTES:

1. CONTRACTOR SHALL PLAN ALL UTILITY CROSSINGS TO CONFIRM

HORIZONTAL AND VERTICAL SEPARATIONS PRIOR TO CONSTRUCTION.

2. WATER LINES SHALL BE LAID WITH A MINIMUM SIX (6) FOOT LATERAL

SEPARATION FROM OBSTRUCTIONS (I.E. CULVERTS, STRUCTURES, ETC.)

AND A MINIMUM TEN (10) FOOT CLEARANCE FROM TREES.

3. WATER MAIN SHALL CROSS OVER DRAINAGE & SEWER LINES UNLESS

OTHERWISE SPECIFIED ON PLAN. 10' MINIMUM HORIZONTAL CLEARANCE

IS REQUIRED BETWEEN WATER MAIN AND FORCE MAIN.

4. THE EXISTING WATER MAINS THAT ARE TO BE REMOVED SHALL REMAIN

ACTIVE UNTIL A CLEARANCE LETTER HAS BEEN ISSUED AND THE NEW

WATER MAINS ARE ACTIVATED.

5. CONTRACTOR TO PROVIDE DETAILED AS-BUILTS SURVEYS THAT

CLEARLY DEFINE THE AREAS OF WORK COMPLETED UNDER THIS

CONTRACT INCLUDING BUT NOT LIMITED TO TOP OF PIPE ELEVATION, TOP

OF ALL FITTINGS, ETC.

DRAWING HISTORY

№. DATE DESCRIPTION

A 2026/02/23 BID SET

№. DATE DESCRIPTION

A 2026/03/10 BID SET

amilani Rectangle amilani Snapshot

EQ EQ

GB1

36" GRAB BAR AND MOUNTING PLATE. STAINLESS STEEL, PER ADAAG AND UFAS.

PROVIDE APPROPRIATE BACKING, TYP. PROVIDE AT ALL ADA TOILETS TYP.

GB2

42" GRAB BAR AND MOUNTING PLATE. STAINLESS STEEL, PER ADAAG AND UFAS.

PROVIDE APPROPRIATE BACKING, TYP. PROVIDE AT ALL ADA TOILETS TYP.

ND

SANITARY NAPKIN DISPOSAL SURFACE MOUNTED, STAINLESS STEEL.

TP2

DOUBLE TOILET TISSUE

DISPENSER SURFACE

MOUNTED. BASIS OF DESIGN

BOBRICK B-2892.

CL

SR

HEAVY-DUTY SHOWER CURTAIN ROD (BROBICK B-207)

WITH CONCEALED MOUNTING. VINYL SHOWER

CURTAIN (BOBRICK 204-3) AND CURTAIN HOOKS

(BOBRICK 204-1). LOCATE AT ALL SHOWERS

MR1

24"W X 36"H MIRROR WITH SS CHANNEL

NOTE: MIRROR IS PLACED ABOVE LAV.

MR2

60"H X 24"W MIRROR WITH SS

CHANNEL

SHOWER CURTAIN

PROVIDED BY

CONTRACTOR

GRAB BAR & SHOWER CONTROL

MOUNTING HEIGHTS

CL

EWC-2

ELECTRIC WATER COOLER WITH

BOTTLE FILLER, WALL-MOUNTED. PAIR

WITH SINGLE COOLER WHERE

INDICATED ON PLUMBING PLANS.

SH1

ACCESSIBLE ROLL-IN SHOWER AND CLEAR SPACE. PROVIDE GRAB BARS AND FOLDABLE BENCH FB1 AT EACH LOCATION

BROBICK B-5181

GB3

24" GRAB BAR AND MOUNTING PLATE. STAINLESS STEEL, PER ADAAG AND UFAS. PROVIDE APPROPRIATE BACKING, TYP.

PER PLAN

3'- 0"

AB

O

VE

S

HO

W

ER

P

AN

6'- 8"

BACK WALL

SIDE

WALL

SHOWER

CONTROLS

COUNTER SINK, TYPICAL AT IN-CLASSROOM

CASEWORK. LAVATORY SHOULD BE

MOUNTED AT 2'-10" TO TOP OF

LAVATORY RIM

MAINTAIN 30" x 48" CLEAR

FLOOR AREA TYP.

2'

6"

4' - 0"

3'

0"

1' - 0" 2'

0"

3' - 0"

5' - 0"

5'

0"

5' - 0"

MAINTAIN CLEAR FLOOR

TURN AROUND AREA TYP.

1' - 6" 2' - 0"

6'

2"

MAINTAIN CLEAR CORRIDOR WIDTH

5'-0" (WITHOUT TURN-AROUND CLEAR

FLOOR AREA) OR 3'-8" (WITH TURN-

AROUND CLEAR FLOOR AREA)

M

IN

. C

LE

AR

5'

0"

TYPICAL PULL SIDE CLEARANCE TYPICAL PUSH SIDE CLEARANCE

M

IN

. C

LE

AR

5'

0"

SR

SHOWER CURTAIN ROD

6'

5/

8"

PROVIDE BACKING FOR

MIRRORS, ALL

LOCATIONS. WHERE

MIRROR IS PARTICALLY

MOUNTED OVER TILE,

PROVIDE CEDAR OR

PLASTIC SHIMS AND SEAL

GAP.

GENERAL NOTES

1. PROVIDE BLOCKING (FLAT STRAP OR BACKING STEEL PLATE) FOR WALL

MOUNTED ACCESSORIES. REFER TO PARTITION TYPES GENERAL NOTES.

2. HEIGHT DIMENSIONS TAKEN FROM FINISHED FLOOR.

3. ADA CLEARANCES AND TYPICAL DIMENSIONS REFLECT FINISH TO FINISH.

4. BLOCKING FOR THE FUTURE INSTALLATION OF GRAB BARS SHALL

EXTEND THE FULL LENGTH OF THE CODE REQUIRED GRAB BAR PLUS 3"

MINIMUM BEYOND THE CENTER OF THE POINT OF ATTACHMENT IN ALL

DIRECTIONS.

5. SEE PLUMBING DRAWINGS FOR SCHEDULE OF FIXTURES AND

SPECIFICATIONS FOR ADDITIONAL INFORMATION.

6. SINGLE IN-CLASSROOM TOILET ROOMS ARE TO BE 18"A.F.F. TO TOP OF

T…