25-8576_Exhibit_M6_-_Concessions_Plumbing_Plans.pdf

SS

SS

V

V

HW

HW

CW

CW

SANITARY SEWER/SOIL

VENT

DOMESTIC HOT WATER

DOMESTIC COLD

WATER

SYMBOL DESCRIPTION

BALL VALVE

SANITARY TEE

WATER HAMMER

ARRESTOR (PDI)

PIPE UP

PIPE DOWN

PIPE CAP

PIPE CONTINUATION

PLUMBING LEGEND

POINT OF DISCONNECTION

POINT OF CONNECTION

1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL

NECESSARY FITTINGS AS REQUIRED BY ALL APPLICABLE

CODES AND GOVERNING AUTHORITIES.

2. CONTRACTOR SHALL VERIFY AND CORRECT AS REQUIRED TO

MEET ALL CODES AND REGULATIONS ANY POSSIBLE

DISCREPANCIES BETWEEN TYPE AND SIZE OF CONNECTION

SPECIFIED IN PLUMBING FIXTURE SCHEDULE AND FIXTURES

ACTUALLY INSTALLED ON THE SITE.

3. ALL SANITARY PIPING LARGER THAN 2 1/2" SHALL HAVE 1/8"

MINIMUM PER FOOT SLOPE. ALL SANITARY PIPING 2 1/2" AND

SMALLER SHALL HAVE A 1/4" MINIMUM PER FOOT SLOPE.

4. VENT PIPING SHOWN ON FLOOR PLANS IS ONLY INDICATIVE

EXCEPT FOR VTR LOCATIONS.

5. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER

TRADES.

6. CONTRACTOR SHALL FIELD VERIFY ALL GIVEN

MEASUREMENTS PRIOR TO LAYING AND CONNECTING ALL

SANITARY AND WASTE PIPING AND NOTIFY ARCHITECT OF ANY

DISCREPANCIES.

7. AIR CHAMBERS SHALL NOT BE CONSIDERED AN EQUAL TO

WATER ARRESTORS AS SPECIFIED.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING

FIRE RATING AND WEATHERPROOFING INTEGRITY OF ALL

PIPING, BOXES AND PENETRATIONS.

9. ALL WATER SUPPLY AND SANITARY LINES SHALL BE RUN AS

CLOSE TO PLANS AS POSSIBLE WITH NO CHANGES IN SIZES.

10. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL

NECESSARY SUPPORTING DEVICES FOR ALL FIXTURES

INCLUDED IN CONTRACT OR HEREIN SPECIFIED OR

OTHERWISE.

11. ALL SANITARY AND WATER SUPPLY LINES SHALL BE MARKED

WITH THE SEAL OF APPROVAL OF THE NATIONAL SANITATION

FOUNDATION.

12. FLOOR DRAINS SHALL BE PROVIDED WITH TRAP GUARDS.

13. METERING AND SITE UTILITY CONNECTIONS SHALL BE

PROVIDED ON CIVIL DRAWINGS. ALL SERVICES SHOWN ON

THIS SET OF PLANS TERMINATE 5'-0" FROM BUILDING, UNLESS

SHOWN OTHERWISE ON DRAWINGS. PLUMBING

CONTRACTOR SHALL MAKE FINAL CONNECTIONS TO SITE

UTILITIES.

14. SEE ARCHITECTURAL DRAWINGS FOR EXACT PLUMBING

FIXTURE LOCATIONS, MOUNTING HEIGHTS AND DIMENSIONS.

15. PIPING MAY BE SHOWN OFFSET FOR THE CLARITY OF PIPING

TYPE AND EQUIPMENT.

16. CONTRACTOR SHALL VERIFY INVERT ELEVATIONS OF SEWERS

TO WHICH NEW SEWER LINES ARE TO BE CONNECTED

BEFORE INSTALLATION OF NEW SEWER LINE.

17. THE CONTRACTOR IS EXPECTED TO ORDER ALL MATERIALS IN

SUFFICIENT TIME TO AVOID DELAYING THE COMPLETION OF

THE PROJECT. DELAY IN DELIVERIES WILL NOT BE

CONSIDERED A JUSTIFIABLE REASON FOR SUBMISSION OF

SUBSTITUTE MATERIALS.

18. DO NOT PENETRATE WALL FOOTINGS WITH PIPING,

COORDINATE WITH GENERAL CONTRACTOR TO DROP OR

BRIDGE FOOTINGS AS REQUIRED TO CLEAR PLUMBING

SERVICES WHERE ABSOLUTELY NECESSARY. ALL PIPING

PENETRATING A BEARING WALL OR FOOTING MUST BE

SLEEVED AND LOCATION APPROVED BY STRUCTURAL

ENGINEER.

19. VISIT AND CAREFULLY EXAMINE THOSE PORTIONS OF THE

BUILDING AND SITE AFFECTED BY THIS WORK BEFORE

SUBMITTING PROPOSALS, SO AS TO BECOME FAMILIAR WITH

EXISTING CONDITIONS AND DIFFICULTIES THAT WILL AFFECT

EXECUTION OF THE WORK. SUBMISSION OF A PROPOSAL WILL

BE CONSTRUED, AS EVIDENCE THAT SUCH EXAMINATION HAS

BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT OR

MATERIALS REQUIRED BECAUSE OF DIFFICULTIES

ENCOUNTERED WILL NOT BE RECOGNIZED.

20. UNFORESEEN CONDITIONS MAY EXIST AND WORK MAY NOT BE

FIELD LOCATED EXACTLY AS SHOWN ON THE DRAWINGS.

COOPERATION WITH OTHER TRADES IN ROUTING AND/OR

BURIAL DEPTHS AS DETERMINED DURING CONSTRUCTION AND

AS DIRECTED BY THE ARCHITECT/ENGINEER MAY BE

NECESSARY. IT IS INTENDED THAT SUCH DEVIATIONS SHALL

BE CONSIDERED AS PART OF THIS CONTRACT. SUCH

DEVIATIONS MAY NOT BE CONSIDERED AS PART OF THIS

CONTRACT WHEN PROPERLY DOCUMENTED IN WRITING. THE

PLANS ARE NOT COMPLETELY TO SCALE. THIS CONTRACTOR

IS TO FIELD VERIFY DIMENSIONS OF ALL SITE UTILITIES, ETC.,

PRIOR TO BID AND INCLUDE ANY DEVIATIONS IN THE

CONTRACT.

21. INSTALL WATER HAMMER SHOCK ARRESTORS AT EACH

FIXTURE OR BATTERY OF FIXTURES WHERE REQUIRED.

ARRESTORS SHALL BE FACTORY FABRICATED. INSTALL

ARRESTORS AND SIZE PER PLUMBING AND DRAINAGE

INSTITUTE STANDARD PDI WH 201. ACCEPTABLE

MANUFACTURERS ZURN, JOSAM, JAY R. SMITH.

PDI UNITS

FIXTURE UNITS

A

1-11

B

12-32

C

33-60

D

61-113

E

114-154

F

155-330

WATER HAMMER ARRESTOR SIZING AND SELECTION TABLE

GENERAL NOTES - PLUMBING

TO

D GRIFF

No 67083P R

STATE OF

E

O F

E S

S

ION A L E N

G

IN

E E

R

NSECIL

F L O R I DA

THK

D I

PHONE (239) 332-1187

12467 Brantley Commons, Fort Myers, FL 33907

FAX (239) 332-5195CERT. OF AUTH. No. 5096 ENG. BUS. No. EB-0005096

A

B

C

D

RG ARCHITECTS P.A.

Fort Myers, FL 33901

P (239) 332-2040

F (239) 332-2049

2070 McGregor Boulevard, Suite 1 www.rgarchitectspa.com

CONSULTANT

OWNER

PROJECT TITLE

PROJECT ADDRESS

SHEET ID

SHEET TITLE

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT NUMBER:

SEAL

a r c h i t e c t s

CONCESSIONS - BAREFOOT BEACH

RESTORATION

CONCESSIONS - HURRICANE IAN

/8

/2

:1

:0

P M

A u to d e s k D o c s /2

C

C

B a re fo o t B e a c h

R e s to ra ti o n

/2

-1

P lu m b in g

R e v it

B

IM

.r v t

P002

505 BAREFOOT BEACH BOULEVARD,

NAPLES, FL 34134

GENERAL NOTES AND

LEGENDS - PLUMBING

AB

KTG

07.10.2025

RM

2332 000

PENINSULA ENGINEERING

2600 GOLDEN GATE PKWY, NAPLES,

FL 34105

- SHEET INDEX - PLUMBING - CONSESSIONS FULL SCOPE

Sheet Number Sheet Name

P002 GENERAL NOTES AND LEGENDS - PLUMBING

P012 SITE PLAN - PLUMBING

NO. DESCRIPTION DATE

FD

FD

GENERAL NOTES:

1) REFER TO GENERAL NOTES FOR THIS DISCIPLINE.

2) REFER TO SPECIFICATIONS.

3) PIPING MAY BE SHOWN OFFSET FOR CLARITY OF FIXTURES,

EQUIPMENT AND PIPE ROUTING TO CLARIFY INTENT OF

DIFFERENT PIPING SYSTEMS.

4) PLUMBING CONTRACTOR SHALL COORDINATE PIPE ROUTING

WITH ALL DISCIPLINES.

5) CONTRACTOR SHALL PREPARE COORDINATED SHOP DRAWINGS

PRIOR TO INSTALLATION OF PIPING.

6) SAME PIPING, FIXTURES AND EQUIPMENT MAY SHOWN ON MORE

THAN ONE SHEET TO CLARIFY CONNECTION AND ROUTING OF

PIPE ACROSS MATCH LINE.

HEX NOTES

TO

D GRIFF

No 67083P R

STATE OF

E

O F

E S

S

ION A L E N

G

IN

E E

R

NSECIL

F L O R I DA

THK

D I

PHONE (239) 332-1187

12467 Brantley Commons, Fort Myers, FL 33907

FAX (239) 332-5195CERT. OF AUTH. No. 5096 ENG. BUS. No. EB-0005096

A

B

C

D

RG ARCHITECTS P.A.

Fort Myers, FL 33901

P (239) 332-2040

F (239) 332-2049

2070 McGregor Boulevard, Suite 1 www.rgarchitectspa.com

CONSULTANT

OWNER

PROJECT TITLE

PROJECT ADDRESS

SHEET ID

SHEET TITLE

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT NUMBER:

SEAL

a r c h i t e c t s

CONCESSIONS - BAREFOOT BEACH

RESTORATION

CONCESSIONS - HURRICANE IAN

/8

/2

:1

:0

P M

A u to d e s k D o c s /2

C

C

B a re fo o t B e a c h

R e s to ra ti o n

/2

-1

P lu m b in g

R e v it

B

IM

.r v t

P012

505 BAREFOOT BEACH BOULEVARD,

NAPLES, FL 34134

SITE PLAN - PLUMBING

AB

KTG

07.10.2025

RM

2332 000

PENINSULA ENGINEERING

2600 GOLDEN GATE PKWY, NAPLES,

FL 34105

1/32" = 1'-0"

SITE PLAN B - PROPOSED PARKING LOT #1 - SHOWERS - PLUMBING

1 CONTRACTOR TO PROVIDE NEW COLUMN SHOWER AT CONCRETE

PAD. BASIS OF DESIGN: MDF M-575 SM.

1/32" = 1'-0"

16' 32' 64'

AREA B

AREA C

AREA B

AREA A

NO. DESCRIPTION DATE