Palm_Harbor_Rec_Center_-_Plumbing_-_Combined.pdf

GENERAL NOTES

A. REFERENCE THE SPECIFICATIONS FOR MATERIAL AND EQUIPMENT

INSTALLATION STANDARDS.

B. PLANS ARE NOT COMPLETELY TO SCALE. PIPE ROUTING SHOWN IS

SCHEMATIC AND IS NOT INTENDED TO INDICATE EXACT ROUTING.

CONTRACTOR SHALL PROVIDE ANY ADDITIONAL OFFSETS AND FITTINGS

REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN CLEARANCES.

VERIFY STRUCTURAL, MECHANICAL AND ELECTRICAL INSTALLATIONS

AND OTHER POTENTIAL OBSTRUCTIONS AND ROUTE PIPING TO AVOID

INTERFERENCES.

C. PROVIDE ALL OFFSETS AND FITTINGS AND MAKE CONNECTION TO SITE

UTILITIES.

D. CONCEAL PIPING WITHIN CEILINGS, WALLS OR CHASES EXCEPT IN

MECHANICAL ROOMS OR AS SPECIFICALLY NOTED.

E. PROVIDE ACCESS DOOR / PANEL FOR ALL VALVES CONCEALED IN WALLS

OR ABOVE NON-ACCESSIBLE CEILINGS.

F. SLEEVE ALL PENETRATIONS THROUGH WALLS, CEILINGS AND FLOORS.

SLEEVE AND / OR FIRE STOP ALL PENETRATIONS THROUGH RATED

WALLS, CEILINGS AND FLOORS WITH U/L LISTED ASSEMBLIES. FIRE STOP

ASSEMBLIES SHALL BE EQUAL OR EXCEED THE RATING OF THE WALL,

CEILING OR FLOOR. SEE ARCHITECTURAL DRAWINGS FOR FINAL

FINISHES.

G. COORDINATE FLASH AND COUNTER-FLASH ROOF PENETRATIONS.

H. WHEN BEAM SLEEVE PENETRATIONS ARE NECESSARY, COORDINATE

PENETRATIONS WITH ALL TRADES, THE ARCHITECT AND THE

STRUCTURAL ENGINEER. WRITTEN PERMISSION SHALL BE OBTAINED

FROM THE STRUCTURAL ENGINEER BEFORE ANY PENETRATIONS ARE

MADE.

I. PROVIDE FOUNDATION PAD PENETRATION SLEEVES. ALLOW 1" MINIMUM

CLEARANCE BETWEEN SLEEVE INSIDE SURFACE AND PIPE EXTERIOR.

J. SEE ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND

MOUNTING HEIGHTS.

K. PROVIDE AUTOMATIC TRAP PRIMERS FOR ALL FLOOR DRAINS, UNLESS

OTHERWISE NOTED.

L. PROVIDE AN AIR GAP, WHEN REQUIRED BY CODE, SERVING INDIVIDUAL

FIXTURES, DEVICES, APPLIANCES AND APPARATUS.

M. ALL EXPOSED PIPE AND FITTINGS IN FINISHED AREAS SHALL BE CHROME

PLATED.

N. MOUNT HOSE BIBBS 24" ABOVE FINISHED GRADE. PROVIDE EACH HOSE

BIBB WITH ISOLATION VALVE.

O. PROVIDE CLEANOUTS IN ACCORDANCE WITH ALL STATE AND LOCAL

CODES. INSTALL CLEANOUTS WITH COVER FLUSH TO FINISH SURFACE.

P. COORDINATE EXACT FLOOR DRAIN LOCATIONS WITH ARCHITECTURAL

DRAWINGS. SET FLOOR DRAINS BELOW FINISHED FLOOR TO ALLOW FOR

FLOOR SLOPING TO THE DRAIN.

Q. COORDINATE PIPING WITH ALL ELECTRICAL EQUIPMENT (PANELS,

TRANSFORMERS, ETC.) PRIOR TO ANY INSTALLATION. DO NOT ROUTE

ANY PIPING OVER ANY ELECTRICAL PANELS UNDER ANY

CIRCUMSTANCES.

R. PROVIDE SANITARY WASTE, VENT, DOMESTIC WATER, ETC. ROUGH-IN

AND MAKE FINAL CONNECTIONS (TO INCLUDE PROVIDING ALL

NECESSARY RELATED STOPS, VALVES, TRAPS, ETC. AND MAKE READY

FOR USE) TO ALL EQUIPMENT, WHETHER FURNISHED BY THIS

CONTRACTOR OR FURNISHED BY OTHERS.

S. INSTALL ISOLATION / SHUT-OFF VALVES AT ALL MAIN RISERS, MAIN

BRANCH TAKEOFFS AND AS INDICATED ON PLANS TO PERMIT ISOLATION

OF PIPING SECTIONS OR ENTIRE SYSTEM.

T. PROVIDE RIGID SUPPORT SWAY BRACING AT ALL CHANGES IN DIRECTION

GREATER THAN 45 DEGREE ON PIPING 4" AND LARGER.

U. PROVIDE WATER HAMMER ARRESTOR ON ALL COLD AND HOT WATER

LINES SERVING FIXTURES USING FLUSH VALVES, SOLENOID VALVES OR

QUICK CLOSING DEVICES. ARRESTORS SHALL BE SIZED IN ACCORDANCE

WITH P.D.I. STANDARDS FOR THE TOTAL NUMBER OF FIXTURES SERVED.

V. ALL PIPING SHALL BE PROTECTED FROM THE INTRUSION OF WATER,

DUST, DIRT, DEBRIS, ETC. WHILE STORED ON SITE AND DURING

CONSTRUCTION.

W. ALL EXTERIOR HARDWARE SHALL BE HOT DIPPED GALVANIZED OR

STAINLESS STEEL.

X. COORDINATE ALL INVERT ELEVATIONS WITH CIVIL AND UTILITY PLANS

PRIOR TO INSTALLATION.

SYMBOL LEGEND - PLUMBINGABBREVIATIONS - PLUMBING

AC ABOVE CEILING

AAV AIR ADMITTANCE VALVE

AFF ABOVE FINISH FLOOR

AW ACID WASTE

AV ACID VENT

BG BELOW GRADE

CA COMPRESSED AIR

CD CONDENSATE DRAIN

CFH CUBIC FEET PER HOUR

CO CLEAN OUT

CONT CONTINUATION

CW COLD WATER

DI DEMONIZED WATER

DN DOWN

DS DOWNSPOUT

DWG DRAWING

ESH EMERGENCY SHOWER / EYEWASH

ETR EXISTING TO REMAIN

EWH ELECTRIC WATER HEATER

EWC ELECTRIC WATER COOLER

EX EXISTING

°F DEGREE FAHRENHEIT

FCO FLOOR CLEAN OUT

FD FLOOR DRAIN

FOB FLAT ON BOTTOM

FOR FUEL OIL RETURN

FOS FUEL OIL SUPPLY

FOT FLAT ON TOP

FS FLOOR SINK

G GAS

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GR KITCHEN WASTE (GREASE)

HB HOSE BIBB

HD HUB DRAIN

HW HOT WATER

HWR HOT WATER RECIRCULATING

IE INVERT ELEVATION

IW INDIRECT WASTE

KW KILOWATT

LBS POUNDS

MH MANHOLE

NC NORMALLY CLOSED

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NTS NOT TO SCALE

OD OUTSIDE DIAMETER

PRV PRESSURE REDUCING VALVE

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

RD ROOF DRAIN

RPBP REDUCED PRESSURE BACKFLOW PREVENTER

S SANITARY

ST STORM

SF SQUARE FEET

SS SERVICE SINK

STO OVERFLOW STORM

V VENT

VAC VACUUM

VTR VENT THRU ROOF

WCO WALL CLEAN OUT

WM WASHING MACHINE SUPPLY AND DRAIN BOX

SHEET INDEX

SYMBOL DESCRIPTION

COLD WATER PIPING

HOT WATER PIPING

HOT WATER RECIRCULATING PIPING

GAS PIPING

KITCHEN WASTE (GREASE) PIPING

SANITARY PIPING

SANITARY VENT PIPING

STORM DRAIN PIPING

OVERFLOW STORM DRAIN PIPING

CONDENSATE DRAIN PIPING

COMPRESSED AIR PIPING

WATER METER

HOSE BIBB OR WALL HYDRANT WITH VALVE IN RISER

HOSE BIBB OR WALL HYDRANT WITH VALVE

CLEAN OUT PLUG

WALL CLEAN OUT

FLOOR CLEAN OUT

FLOOR DRAIN

ROOF DRAIN

FLOOR SINK

SHUT-OFF VALVE IN VALVE BOX

SHUT-OFF VALVE

BALL VALVE

CALIBRATED BALANCING VALVE

CHECK VALVE (SWING)

PRESSURE REDUCING VALVE

SOLENOID OPERATED VALVE

REDUCED PRESSURE BACKFLOW PREVENTER

RELIEF OR SAFETY VALVE

GAS COCK

GAS PRESSURE REGULATOR

CONNECTION, TOP

CONNECTION, BOTTOM

ELBOW, TURNED DOWN

ELBOW, TURNED UP

TEE, TURNED UP

TEE, TURNED DOWN

CAP

DIRECTION OF FLOW

COMPRESSED AIR PRESSURE REGULATOR

1/2" LINE TO PRIMER

KEYNOTE

REVISION REFERENCE

DETAIL REFERENCE: TOP: DETAIL NO.

BOTTOM: DRAWING NO. DETAIL SHOWN ON

CONNECT TO EXISTING

DEMOLISH TO POINT INDICATED

NEW PIPING TO BE PROVIDED

EXISTING PIPING TO REMAIN

EXISTING PIPING TO BE REMOVED

Px

(CW)

(HW)

(HWR)

(NG)

(GR)

(S)

(V)

(ST)

(STO)

(CD)

(CA)

(FD)

(FS)

(RD)

S

(FD).

TP

NOTES:

1. MAKE FINAL PIPE CONNECTIONS FROM BRANCH OR MAIN TO EACH

FIXTURE OR DEVICE USING PIPE SIZE(S) AS PER THIS CHART. IF PIPE

SIZE IS NOT SHOWN ON PIPING DRAWINGS.

CODE COMPLIANCE

1. TO THE BEST OF OUR KNOWLEDGE, THESE PLANS AND SPECIFICATIONS

ARE COMPLETE AND COMPLY WITH THE 2023 FLORIDA BUILDING CODE -

8th EDITION, 2023 FLORIDA FIRE PREVENTION CODE - 8th EDITION, LOCAL

MUNICIPALITY AMENDMENTS AND THE CODES REFERENCED WITHIN.

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LEGEND - PLUMBING

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PERMIT SET 9-15-25

SHEET NUMBER SHEET NAME

P-000 LEGEND - PLUMBING

P-100 SITE PLAN - PLUMBING

PD-101 EXISTING BUILDING - FLOOR PLAN - PLUMBING

P-201 LEVEL 1 - FLOOR PLAN - GRAVITY

P-202 LEVEL 2 - FLOOR PLAN - GRAVITY

P-203 ROOF PLAN - GRAVITY

P-301 LEVEL 1 - FLOOR PLAN - PRESSURE

P-302 LEVEL 2 - FLOOR PLAN - PRESSURE

P-401 ENLARGED FLOOR PLANS - PLUMBING

P-501 RISER DIAGRAMS - PLUMBING

P-502 RISER DIAGRAMS - PLUMBING

P-503 RISER DIAGRAMS - PLUMBING

P-601 SCHEDULES - PLUMBING

P-901 DETAILS - PLUMBING

FIXTURE CONNECTION SCHEDULE

FIXTURE

MARK

DESCRIPTION WASTE VENT CW HW

WC-1 WATER CLOSET 4" 2" 1"

WC-2 WATER CLOSET (ACCESSIBLE) 4" 2" 1"

U-1 URINAL (ACCESSIBLE) 2" 2" 3/4"

L-1 LAVATORY 2" 2" 1/2" 1/2"

L-2 LAVATORY (ACCESSIBLE) 2" 2" 1/2" 1/2"

SH-1 SHOWER (ACCESSIBLE) 2" 2" 1/2" 1/2"

SH-2 SHOWER (ACCESSIBLE) 2" 2" 1/2" 1/2"

HS-1 HAND SINK 2" 2" 1/2" 1/2"

S-1

UNDERMOUNT STAINLESS STEEL

SINK (18X24)

2" 2" 1/2" 1/2"

EWC-1

BI-LEVEL ELECTRIC WATER

COOLER - BOTTLE FILLER

2" 2" 1/2"

WB-1

WASHING MACHINE SUPPLY AND

DRAIN BOX

3" 2" 1/2" 1/2"

ICE-1 ICE MAKER SUPPLY BOX 1/2"

MS-1 MOP SINK 3" 2" 1/2" 1/2"

HB-1 HOSE BIBB 3/4"

WH-1 WALL HYDRANT 3/4"

REV DESCRIPTION DATE

A. ALL UNDERGROUND PIPE ROUTING AND LOCATIONS

INDICATED ON THIS PLAN ARE FOR REFERENCE ONLY. SITE

UTILITIES AND CIVIL PLANS SHALL GOVERN IN REGARDS TO

PIPE ROUTING AND LOCATION OF SERVICES.

B. ALL PLUMBING PIPING INDICATED ON THIS PLAN IS INTENDED

TO BE ROUTED UNDERGROUND / BELOW GRADE UNLESS

OTHERWISE NOTED.

C. ALL UNDERGROUND / BELOW GRADE PLUMBING PIPING

SYSTEMS ARE ASSUMED TO BE PVC-C900 PIPE WITH AWWA

C907 PVC FITTINGS FOR DOMESTIC WATER PIPING, SCHEDULE

40 PVC PIPE AND FITTINGS FOR GRAVITY PIPING, AND

SCHEDULE 40 BLACK STEEL PIPE AND FITTINGS FOR NATURAL

GAS PIPING.

D. ALL UNDERGROUND FERROUS METAL PIPE AND FITTINGS TO

BE WRAPPED WITH 8 MIL POLYETHYLENE MEMBRANE. ALL

NUTS AND BOLTS OF DUCTILE IRON JOINTS MUST BE MASTIC

COATED.

4,000 GALLON UNDERGROUND DOUBLE WALL HIGHLAND

HIGHGUARD TANK. PROVIDE WITH OPW FLEXWORKS

FIBERGLASS TANK SUMP, ISP TANK GAUGE CONSOLE,

TANK VENT, 90% HIGH FLOAT, OPW 61SO OVERFILL

PREVENTION VALVE, LEVEL PROBE, LEAK SENSOR,

VEEDER-ROOT MODEL #P150U1 RJ1 SUBMERSIBLE

TURBINE PUMP 1.5 HP 208V 1PH, AND ACCESSORIES.

OPW FLEXWORKS FUEL OIL PIPING SYSTEMS 2” SUPPLY AND A 2” OVERFLOW

RETURN LINE RUNNING FROM THE REMOTE UST TO THE GENERATOR DAY

TANK. PROVIDE WITH 4” FLEXWORKS ACCESS PIPE TO PROVIDE

RETRACTABLE ACCESS TO, AND CONTAINMENT OF, THE FUEL LINES.

MINIMUM OF 18” BURY DEPTH.

OPW PTS-4021 TRANSITION SUMP. ROUTE PIPING UP OUT OF

GROUND, THROUGH THE BUILDING WALL TO DAY TANK.

BY OTHERS, DAY TANK WITH PUMP,

CONTROL PANEL, LEVEL SWITCHES,

ALARM, SOLENOID VALVE, AND OVERFLOW

BASIN PROVIDED BY EMERGENCY

GENERATOR SUPPLIER. FIELD VERIFY

EXACT POINT OF CONNECTION FOR ALL

PIPING BEFORE CONSTRUCTION.

IPS MASTER CONTROL PANEL

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GENERAL NOTES

KEY NOTES

KEY PLAN

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P-100

SITE PLAN -

PLUMBING

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PERMIT SET 9-15-25

NUMBER NOTES

0' 4' 12' 24' 42'-8"

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

N

1" = 30'-0"

SITE PLAN - PLUMBING

A. THE CONTRACTOR SHALL REVIEW NEW FLOOR PLANS FOR

SYSTEMS TO REMAIN FEEDING OTHER AREA TO BE REUSED

PRIOR TO DEMOLITION.

B. THE CONTRACTOR SHALL COORDINATE THE DISRUPTION IN THE

SPACES LOCATED ON THE FLOOR BELOW THE AREA OF WORK.

C. REMOVE PLUMBING FIXTURES, VALVES, SUPPORTS AND

ASSOCIATED PIPING BACK TO THE MAIN SOURCE. REFER TO

FLOOR PLANS FOR EXISTING PIPING TO REMAIN OR SYSTEMS TO

BE REUSED. REMOVE ALL UNUSED PIPING EXPOSED BY

DEMOLITION AND DO NOT ABANDON IN PLACE UNLESS INTENDED

TO BE REUSED.

D. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO

REMOVE AND LEGALLY DISPOSE OF DEMOLISHED MATERIALS.

E. THE OWNER RESERVES THE RIGHT TO INSPECT THE MATERIAL

SCHEDULED FOR REMOVAL AND SALVAGE ANY ITEMS DEEMED

USEABLE AS SPARE PARTS.

F. EXISTING CONDITIONS INDICATED ON THIS DRAWING ARE TAKEN

FROM EXISTING DOCUMENTS AND FIELD INVESTIGATION.

G. THE DEMOLITION PLAN IS NOT INCLUSIVE OF ALL PIPING DEVICES

AND FITTINGS, ETC., IT IS INTENDED TO PROVIDE THE

CONTRACTOR WITH GENERAL KNOWLEDGE OF EXISTING

CONDITIONS WITHIN THE PROJECT AREA.

H. THE CONTRACTOR SHALL INSURE THAT PIPING REMAINING

WITHIN THE PROJECT AREA IS SUPPORTED IN ACCORDANCE

WITH THE SPECIFICATIONS. PIPING THAT IS ATTACHED TO ITEMS

BEING REMOVED DURING DEMOLITION SHALL BE SUPPORTED

PROPERLY PRIOR TO REMOVING ITEM.

I. CONTRACTOR SHALL PATCH, PAINT AND MATCH FINISH WITH

EXISTING SURFACES TO REMAIN WHERE PIPING HAS BEING

REMOVED. THIS INCLUDES NEW PIPE TO BE LOCATED UNDER

BOTTOM OF EXISTING FINISHED FLOORS, PIPE ABOVE HARD

FINISHED CEILINGS OR INSIDE EXISTING WALLS.

J. THE BUILDING WILL BE IN OPERATION DURING DEMOLITION AND

CONSTRUCTION. CONTRACTOR SHALL REFER TO ARCH. DWG.

ON PHASING INSTRUCTIONS. CONTRACTOR SHALL COORDINATE

WITH OWNER ON DEMOLITION AND CONSTRUCTION SCHEDULE

AND NOTIFY OWNER A MINIMUM OF 72 HOURS PRIOR TO UTILITY

SHUTDOWN OR COMMENCING WORK IN EACH AREA.

K. REFER TO ARCHITECTURAL DEMOLITION DRAWINGS FOR

FURTHER DEMOLITION INFORMATION.

L. BEFORE DEMOLITION OF ANY PIPE SYSTEMS VERIFY ALL

SOURCES BEING SERVED OUTSIDE CONSTRUCTION AREA.

VERIFY WITH OWNER OR DEPARTMENT SUPERVISOR BEFORE

DISRUPTING ANY SERVICES AFFECTED OUTSIDE THE

CONSTRUCTION AREA. ANY EXISTING UTILITY SYSTEMS

DISRUPTED BY DEMOLITION ARE TO BE RESTORED TO

OPERATION IMMEDIATELY.

M. PROVIDE JET CLEANING SERVICE FOR CLEANING OF ALL

EXISTING GRAVITY PIPING SYSTEMS WITHIN THE PROJECT AREA

TO A POINT OUTSIDE THE BUILDING TO REDUCE THE CHANCES

OF BACKUPS.

EXISTING

ACTIVITY

ROOM

EXISTING

KITCHEN

EXISTING

STORAGE

EXISTING

STORAGE

EXISTING

STORAGE

EXISTING

CUSTODIAL

T H

E A

R C

H

IT

E C

T 'S

C O

M M

O N

L A

W C

O P

Y R

IG

H

T A

H E

R P

R O

P E

R T

Y R

IG

H

T S

A R

E H

E R

E B

Y R

E S

E R

V

H E

I D

E A

S

D E

S

IG

N S

P L A

N S

D

R A

W

IN

G S

A

E C

IF

IC

A T

IO

N

S P

R O

D U

C E

D B

Y T

H E

A R

C H

IT

E

C T

T H

E S E

I D

E A

S

D E

S

IG

N S

P L A

N S

D R

A W

IN

G

S

A

E C

IF

IC

A T

IO

N

S S

H A

L L N

O T

B E

R E

P R

O D

U C

E D

N V

E Y

E D

I N

A N

Y M

A N

N E

R N

O R

A S

S

IG

N E

D

Y T

H

IR

D P

A R

T Y

W

IT

H O

U T

F

IR

S T

O B

T A

IN

IN

G T

P R

E S S W

R

IT

T E

N P

E R

M

IS

S

IO

N O

F T

C H

IT

E

C T

C

O N

S E

N T

I S

H E

R E

B Y

G R

A N

T E

D

V E

R N

M E

N T

A L A

G E

N C

IE

S

T O

R E

P R

O D

U C

E T

N S T

R U

C T

IO

N

D R

A W

IN

G

S I

N C

O M

P L

IA

N C

E W

E S

T A

T E

S T

A T

U T

E S

T O

T H

E B

E S

T O

F T

C H

IT

E

C T

'S O

F E

N G

IN

E

E R

'S K

N O

W L E

D G

E

T

A

N S

A N

D S

P E

C

IF

IC

A

T

IO

N S C

O M

P L Y

W

IT

H T

P L

IC

A B

L E

M

IN

IM

U

M B

U

IL

D

IN

G C

O D

E S A

N D

T

P L

IC

A B

L E

F

IR

E S

A F

E T

Y S

T A

N D

A R

D S

T E

R M

IN

E

D B

Y T

H E

L O

C A

L A

U T

H O

R

IT

Y

C O

R D

A N

C E

W

IT

H C

H A

P T

E R

S

A N

D

E F

L O

R

ID

A S

T A

T U

T E

S

W J

A rc hi te ct s

A R

(7

2-w .w ja rc

.c om

W an ne m ac he r

Je ns en A rc hi te ct s, In c.

Project number

N . W es ts ho re

B te

T am pa

, F lo rid a

T el : 8

.8

.4

T el

: 8

.8

.9 w w w

.V ol tA irI nc .c om C

O A

P ro je ct

.2

GENERAL NOTES

KEY NOTES

KEY PLAN

A ut od es k D oc s:

//2

P al m

H ar bo r

R ec re at io n

C en te r/

_P al m H ar bo r R ec C nt r_

M E

P _v

.r vt

9/

/2

:3 0:

A

M

PD-101

EXISTING BUILDING -

FLOOR PLAN -

PLUMBING

P A

L M

H A

R B

O R

P A

R K

S A

N D

R E

C R

E A

T

IO

N

P

IN

E

LL

A S

C O

U N

T Y

T H

S T

R E

E T

, P A

L M

H A

R B

O R

F L

PERMIT SET 9-15-25

NUMBER NOTES

1 EXISTING MOP SINK TO BE REMOVED. CAP WATER PIPING

BACK TO SOURCE. CAP WAST PIPING BELOW SLAB.

2 EXISTING KITCHEN TO BE REMOVED. CAP ALL WATER

PIPING BACK TO SOURCE. CAP ALL WASTE PIPING BELOW

SLAB. CAP VENT PIPING BACK TO SOURCE AT BRANCHLINE

TO THE EXISTING SYSTEM.

3 EXISTING PROPANE TANK AND ASSOCIATED PIPING TO BE

REMOVED.

4 EXISTING GREASE INTERCEPTOR TO BE REMOVED.

0' 4' 12' 24' 42'-8"

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

N

3/32" = 1'-0"

EXISTING BUILDING - FLOOR PLAN - PLUMBING DEMOLITION

A. ALL SANITARY (S), VENT (V) AND STORM (ST) PIPING

INDICATED ON THIS DRAWING IS LOCATED BELOW THE FLOOR

SLAB, ABOVE THE CEILING OR IN WALL SPACE UNLESS NOTED

OTHERWISE.

B. PROVIDE CLEAN-OUTS FOR ALL VERTICAL GRAVITY PIPING

SYSTEMS AT THE BASE OF ALL STACKS.

C. FOR ADDITIONAL INFORMATION REGARDING PIPE SIZING FOR

GRAVITY PIPING SYSTEMS PLEASE REFER TO RISER

ISOMETRICS.

D. ALL GRAVITY PIPING SYSTEMS INVERT ELEVATIONS SHALL BE

TAKEN FROM THE FINISHED FLOOR SLAB AT 0'-0" OR UNLESS

OTHERWISE NOTED.

E. ALL FLOOR DRAIN LOCATIONS INDICATED ON PLAN SHALL BE

COORDINATED WITH ARCHITECTURAL PLANS.

F. GRAVITY VENT PIPING THROUGH ROOF (VTR's) SHALL BE

COORDINATED WITH ANY OUTSIDE AIR INTAKES AND MUST

MAINTAIN A 10'-0" DIAMETER SEPARATION.

G. ALL GRAVITY STORM PIPING SYSTEMS LOCATED ABOVE THE

CEILING SHALL BE COORDINATED WITH STRUCTURAL

COMPONENTS AND BE ROUTED AS HIGH AS POSSIBLE WITH-IN

THE STRUCTURE.

H. STORM PIPING SHALL BE SIZED PER THE ICC 500 ICC/NSSA

STANDARD FOR THE DESIGN AND CONSTRUCTION OF STORM

SHELTERS SECTION 703 HURRICANE SHELTERS.

I. RAINFALL RATE FOR THE PRIMARY ROOF DRAINAGE SYSTEM

OF A HURRICANE SHELTER SHALL BE DETERMINED BY ADDING

3 INCHES OF RAINFALL PER HOUR TO THE 100-YEAR, 1-HOUR

RAINFALL RATE.

J. THE RAINFALL RATE FOR THE SECONDARY (OVERFLOW)

DRAINAGE SYSTEMS SHALL BE DETERMINED BY ADDING 6

INCHES OF RAINFALL PER HOUR TO THE 100-YEAR, 1-HOUR

RAINFALL RATE.

12 14 16 17

R

Q

K

J

F

P

N

M

L

G

E

D

C

B

A

H

9 1915 18

EXISTING ACTIVITY ROOM

KITCHEN

CUSTODIAL

MDF

MEN'S RESTROOM

WOMEN'S RESTROOM

ARTS AND CRAFTS

MULTIPURPOSE ROOM B

MULTIPURPOSE ROOM A

STORAGE

MECH

ELEC

STORAGE

108A

GYM

LOBBY

RECEPTION

101A

CORRIDOR

4" GREASE WASTE,

12 DFU

REFER TO CIVIL PLANS

FOR CONTINUATION

4" SANITARY WASTE,

92.5 DFU

REFER TO CIVIL PLANS

FOR CONTINUATION GCO

I.E. = -4.91' B.F.F.

GCO

I.E. = -4.41' B.F.F.

GREASE INTERCEPTOR

SCHIER GB-250, WITH H-20

TRAFFIC RATED LIDS

MECH

3" CONDENSATE DRAIN.

ROUTE TO STORM,

REFER TO CIVIL PLANS

FOR CONTINUATION3" SANITARY, 4 DFU

REFER TO CIVIL PLANS

FOR CONTINUATION

FD-4 FD-2

FD-4 FD-2

3" SANITARY, 2 DFU

REFER TO CIVIL PLANS

FOR CONTINUATION

3" CONDENSATE DRAIN.

ROUTE TO STORM,

REFER TO CIVIL PLANS

FOR CONTINUATION

WB-1

P-401

S-1

4" GR

4" S

3" CD

3" S

3" S

3" CD

3" S

3" SGCO

I.E. = -3.67' B.F.F.

2" V

2" VTR

GCO

I.E. = -3.16' B.F.F.

GCO

I.E. = -3.16' B.F.F.

GCO

I.E. = -3.16' B.F.F.

ELEC

2" S

PROVIDE WITH AAV

ABOVE CEILING

2" V UP

3" CONDENSATE DRAIN.

ROUTE TO STORM,

REFER TO CIVIL PLANS

FOR CONTINUATION

GCO

I.E. = -3.16' B.F.F.

3" CD

3" S

EWC-1

3" SAN. FROM

DN. LEVEL 2

440 SQFT ROOF AREA

290 SQFT VERTICAL AREA

730 SQFT TOTAL

61 GPM PRIMARY

84 GPM SECONDARY

FD-2

PRIMARY

DOWNSPOUT

16 GPM

PRIMARY

DOWNSPOUT

33 GPM

PRIMARY

DOWNSPOUT

347 GPM

PRIMARY

DOWNSPOUT

228 GPM

PRIMARY

DOWNSPOUT

228 GPM

PRIMARY

DOWNSPOUT

228 GPM

PRIMARY

DOWNSPOUT

735 GPM

PRIMARY

DOWNSPOUT

289 GPM

FD-2 3" S

PROVIDE

BACKWATER VALVE

PROVIDE

BACKWATER

VALVE

T H

E A

R C

H

IT

E C

T 'S

C O

M M

O N

L A

W C

O P

Y R

IG

H

T A

H E

R P

R O

P E

R T

Y R

IG

H

T S

A R

E H

E R

E B

Y R

E S

E R

V

H E

I D

E A

S

D E

S

IG

N S

P L A

N S

D

R A

W

IN

G S

A

E C

IF

IC

A T

IO

N

S P

R O

D U

C E

D B

Y T

H E

A R

C H

IT

E

C T

T H

E S E

I D

E A

S

D E

S

IG

N S

P L A

N S

D R

A W

IN

G

S

A

E C

IF

IC

A T

IO

N

S S

H A

L L N

O T

B E

R E

P R

O D

U C

E D

N V

E Y

E D

I N

A N

Y M

A N

N E

R N

O R

A S

S

IG

N E

D

Y T

H

IR

D P

A R

T Y

W

IT

H O

U T

F

IR

S T

O B

T A

IN

IN

G T

P R

E S S W

R

IT

T E

N P

E R

M

IS

S

IO

N O

F T

C H

IT

E

C T

C

O N

S E

N T

I S

H E

R E

B Y

G R

A N

T E

D

V E

R N

M E

N T

A L A

G E

N C

IE

S

T O

R E

P R

O D

U C

E T

N S T

R U

C T

IO

N

D R

A W

IN

G

S I

N C

O M

P L

IA

N C

E W

E S

T A

T E

S T

A T

U T

E S

T O

T H

E B

E S

T O

F T

C H

IT

E

C T

'S O

F E

N G

IN

E

E R

'S K

N O

W L E

D G

E

T

A

N S

A N

D S

P E

C

IF

IC

A

T

IO

N S C

O M

P L Y

W

IT

H T

P L

IC

A B

L E

M

IN

IM

U

M B

U

IL

D

IN

G C

O D

E S A

N D

T

P L

IC

A B

L E

F

IR

E S

A F

E T

Y S

T A

N D

A R

D S

T E

R M

IN

E

D B

Y T

H E

L O

C A

L A

U T

H O

R

IT

Y

C O

R D

A N

C E

W

IT

H C

H A

P T

E R

S

A N

D

E F

L O

R

ID

A S

T A

T U

T E

S

W J

A rc hi te ct s

A R

(7

2-w .w ja rc

.c om

W an ne m ac he r

Je ns en A rc hi te ct s, In c.

Project number

N . W es ts ho re

B te

T am pa

, F lo rid a

T el : 8

.8

.4

T el

: 8

.8

.9 w w w

.V ol tA irI nc .c om C

O A

P ro je ct

.2

GENERAL NOTES

KEY NOTES

KEY PLAN

A ut od es k D oc s:

//2

P al m

H ar bo r

R ec re at io n

C en te r/

_P al m H ar bo r R ec C nt r_

M E

P _v

.r vt

9/

/2

:2 9:

A

M

P-201

LEVEL 1 - FLOOR PLAN

- GRAVITY

P A

L M

H A

R B

O R

P A

R K

S A

N D

R E

C R

E A

T

IO

N

P

IN

E

LL

A S

C O

U N

T Y

T H

S T

R E

E T

, P A

L M

H A

R B

O R

F L

PERMIT SET 9-15-25

NUMBER NOTES

0' 4' 12' 24' 42'-8"

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

N

3/32" = 1'-0"

LEVEL 1 - FLOOR PLAN - GRAVITY

SLAB, ABOVE THE CEILING OR IN WALL SPACE UNLESS NOTED

OTHERWISE.

B. PROVIDE CLEAN-OUTS FOR ALL VERTICAL GRAVITY PIPING

SYSTEMS AT THE BASE OF ALL STACKS.

C. FOR ADDITIONAL INFORMATION REGARDING PIPE SIZING FOR

GRAVITY PIPING SYSTEMS PLEASE REFER TO RISER

ISOMETRICS.

D. ALL GRAVITY PIPING SYSTEMS INVERT ELEVATIONS SHALL BE

TAKEN FROM THE FINISHED FLOOR SLAB AT 0'-0" OR UNLESS

OTHERWISE NOTED.

E. ALL FLOOR DRAIN LOCATIONS INDICATED ON PLAN SHALL BE

COORDINATED WITH ARCHITECTURAL PLANS.

F. GRAVITY VENT PIPING THROUGH ROOF (VTR's) SHALL BE

COORDINATED WITH ANY OUTSIDE AIR INTAKES AND MUST

MAINTAIN A 10'-0" DIAMETER SEPARATION.

G. ALL GRAVITY STORM PIPING SYSTEMS LOCATED ABOVE THE

CEILING SHALL BE COORDINATED WITH STRUCTURAL

COMPONENTS AND BE ROUTED AS HIGH AS POSSIBLE WITH-IN

THE STRUCTURE.

H. STORM PIPING SHALL BE SIZED PER THE ICC 500 ICC/NSSA

STANDARD FOR THE DESIGN AND CONSTRUCTION OF STORM

SHELTERS SECTION 703 HURRICANE SHELTERS.

I. RAINFALL RATE FOR THE PRIMARY ROOF DRAINAGE SYSTEM

OF A HURRICANE SHELTER SHALL BE DETERMINED BY ADDING

3 INCHES OF RAINFALL PER HOUR TO THE 100-YEAR, 1-HOUR

RAINFALL RATE.

J. THE RAINFALL RATE FOR THE SECONDARY (OVERFLOW)

DRAINAGE SYSTEMS SHALL BE DETERMINED BY ADDING 6

INCHES OF RAINFALL PER HOUR TO THE 100-YEAR, 1-HOUR

RAINFALL RATE.

12 14 16

R R

Q Q

K K

J J

F F

P

N

N

M

M

L

L

G

G

E

E

D

D

C

C

B

B

A

A

HH

18 20

OFFICE

OFFICE

A D

A S

T A

F F

R E

S T

R O

O M

S T

A F

F R

E S

T R

O O

M

MEN'S RESTROOM

WOMEN'S RESTROOM

DANCE STUDIO A

DANCE STUDIO B

CONFERENCE ROOM

MECH

ELEC

STORAGE

ELEVATED TRACK

CORRIDOR

P-401

SMALL PROGRAM ROOM

ELEVATOR

100A

CUSTODIAL

OFFICE

CORRIDOR 201B

2" VENT FROM

BELOW

2" VTR

2" V

2" VTR

ELEC.

EWC-1

2" VTR, 3" SAN.

DN. TO LEVEL 1

T H

E A

R C

H

IT

E C

T 'S

C O

M M

O N

L A

W C

O P

Y R

IG

H

T A

H E

R P

R O

P E

R T

Y R

IG

H

T S

A R

E H

E R

E B

Y R

E S

E R

V

H E

I D

E A

S

D E

S

IG

N S

P L A

N S

D

R A

W

IN

G S

A

E C

IF

IC

A T

IO

N

S P

R O

D U

C E

D B

Y T

H E

A R

C H

IT

E

C T

T H

E S E

I D

E A

S

D E

S

IG

N S

P L A

N S

D R

A W

IN

G

S

A

E C

IF

IC

A T

IO

N

S S

H A

L L N

O T

B E

R E

P R

O D

U C

E D

N V

E Y

E D

I N

A N

Y M

A N

N E

R N

O R

A S

S

IG

N E

D

Y T

H

IR

D P

A R

T Y

W

IT

H O

U T

F

IR

S T

O B

T A

IN

IN

G T

P R

E S S W

R

IT

T E

N P

E R

M

IS

S

IO

N O

F T

C H

IT

E

C T

C

O N

S E

N T

I S

H E

R E

B Y

G R

A N

T E

D

V E

R N

M E

N T

A L A

G E

N C

IE

S

T O

R E

P R

O D

U C

E T

N S T

R U

C T

IO

N

D R

A W

IN

G

S I

N C

O M

P L

IA

N C

E W

E S

T A

T E

S T

A T

U T

E S

T O

T H

E B

E S

T O

F T

C H

IT

E

C T

'S O

F E

N G

IN

E

E R

'S K

N O

W L E

D G

E

T

A

N S

A N

D S

P E

C

IF

IC

A

T

IO

N S C

O M

P L Y

W

IT

H T

P L

IC

A B

L E

M

IN

IM

U

M B

U

IL

D

IN

G C

O D

E S A

N D

T

P L

IC

A B

L E

F

IR

E S

A F

E T

Y S

T A

N D

A R

D S

T E

R M

IN

E

D B

Y T

H E

L O

C A

L A

U T

H O

R

IT

Y

C O

R D

A N

C E

W

IT

H C

H A

P T

E R

S

A N

D

E F

L O

R

ID

A S

T A

T U

T E

S

W J

A rc hi te ct s

A R

(7

2-w .w ja rc

.c om

W an ne m ac he r

Je ns en A rc hi te ct s, In c.

Project number

N . W es ts ho re

B te

T am pa

, F lo rid a

T el : 8

.8

.4

T el

: 8

.8

.9 w w w

.V ol tA irI nc .c om C

O A

P ro je ct

.2

GENERAL NOTES

KEY NOTES

KEY PLAN

A ut od es k D oc s:

//2

P al m

H ar bo r

R ec re at io n

C en te r/

_P al m H ar bo r R ec C nt r_

M E

P _v

.r vt

9/

/2

:2 9:

A

M

P-202

LEVEL 2 - FLOOR PLAN

- GRAVITY

P A

L M

H A

R B

O R

P A

R K

S A

N D

R E

C R

E A

T

IO

N

P

IN

E

LL

A S

C O

U N

T Y

T H

S T

R E

E T

, P A

L M

H A

R B

O R

F L

PERMIT SET 9-15-25

NUMBER NOTES

0' 4' 12' 24' 42'-8"

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

N

0' 4' 12' 24' 42'-8"

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

N

3/32" = 1'-0"

LEVEL 2 - FLOOR PLAN - GRAVITY

SLAB, ABOVE THE CEILING OR IN WALL SPACE UNLESS NOTED

OTHERWISE.

B. PROVIDE CLEAN-OUTS FOR ALL VERTICAL GRAVITY PIPING

SYSTEMS AT THE BASE OF ALL STACKS.

C. FOR ADDITIONAL INFORMATION REGARDING PIPE SIZING FOR

GRAVITY PIPING SYSTEMS PLEASE REFER TO RISER

ISOMETRICS.

D. ALL GRAVITY PIPING SYSTEMS INVERT ELEVATIONS SHALL BE

TAKEN FROM THE FINISHED FLOOR SLAB AT 0'-0" OR UNLESS

OTHERWISE NOTED.

E. ALL FLOOR DRAIN LOCATIONS INDICATED ON PLAN SHALL BE

COORDINATED WITH ARCHITECTURAL PLANS.

F. GRAVITY VENT PIPING THROUGH ROOF (VTR's) SHALL BE

COORDINATED WITH ANY OUTSIDE AIR INTAKES AND MUST

MAINTAIN A 10'-0" DIAMETER SEPARATION.

G. ALL GRAVITY STORM PIPING SYSTEMS LOCATED ABOVE THE

CEILING SHALL BE COORDINATED WITH STRUCTURAL

COMPONENTS AND BE ROUTED AS HIGH AS POSSIBLE WITH-IN

THE STRUCTURE.

H. STORM PIPING SHALL BE SIZED PER THE ICC 500 ICC/NSSA

STANDARD FOR THE DESIGN AND CONSTRUCTION OF STORM

SHELTERS SECTION 703 HURRICANE SHELTERS.

I. RAINFALL RATE FOR THE PRIMARY ROOF DRAINAGE SYSTEM

OF A HURRICANE SHELTER SHALL BE DETERMINED BY ADDING

3 INCHES OF RAINFALL PER HOUR TO THE 100-YEAR, 1-HOUR

RAINFALL RATE.

J. THE RAINFALL RATE FOR THE SECONDARY (OVERFLOW)

DRAINAGE SYSTEMS SHALL BE DETERMINED BY ADDING 6

INCHES OF RAINFALL PER HOUR TO THE 100-YEAR, 1-HOUR

RAINFALL RATE.

12 14 16 17

R

Q

K

J

F

P

N

M

L

G

E

D

C

B

A

H

9 1915 18

145 SQFT ROOF AREA

44 SQFT VERTICAL AREA

190 SQFT TOTAL

16 GPM PRIMARY

22 GPM SECONDARY

2380 SQFT ROOF AREA

199 GPM PRIMARY

273 GPM SECONDARY

8485 SQFT ROOF AREA

342 SQFT VERTICAL AREA

8827 SQFT TOTAL

735 GPM PRIMARY

1010 GPM SECONDARY

8220 SQFT ROOF AREA

684 GPM PRIMARY

941 GPM SECONDARY

660 SQFT ROOF AREA

229 SQFT VERTICAL AREA

889 SQFT TOTAL

89 GPM PRIMARY

102 GPM SECONDARY

505 SQFT ROOF AREA

204 SQFT VERTICAL AREA

709 SQFT TOTAL

59 GPM PRIMARY

82 GPM SECONDARY

345 SQFT ROOF AREA

42 SQFT VERTICAL AREA

387 SQFT TOTAL

33 GPM PRIMARY

45 GPM SECONDARY

PRIMARY DOWNSPOUT 16 GPM

SECONDARY SCUPPER 22 GPM

99.5 GPM

PRIMARY

DOWNSPOUT

99.5 GPM

PRIMARY

DOWNSPOUT

PRIMARY DOWNSPOUT 33 GPM

SECONDARY SCUPPER 45 GPM

PRIMARY DOWNSPOUT 347 GPM

SECONDARY SCUPPER 458 GPM

PRIMARY DOWNSPOUT 228 GPM

SECONDARY SCUPPER 313.6 GPM

PRIMARY DOWNSPOUT 228 GPM

SECONDARY SCUPPER 313.6 GPM

PRIMARY DOWNSPOUT 228 GPM

SECONDARY SCUPPER 313.6 GPM

PRIMARY DOWNSPOUT 245 GPM

SECONDARY SCUPPER 336.6 GPM

PRIMARY DOWNSPOUT 245 GPM

SECONDARY SCUPPER 336.6 GPM

PRIMARY DOWNSPOUT 245 GPM

SECONDARY SCUPPER 336.6 GPM

T H

E A

R C

H

IT

E C

T 'S

C O

M M

O N

L A

W C

O P

Y R

IG

H

T A

H E

R P

R O

P E

R T

Y R

IG

H

T S

A R

E H

E R

E B

Y R

E S

E R

V

H E

I D

E A

S

D E

S

IG

N S

P L A

N S

D

R A

W

IN

G S

A

E C

IF

IC

A T

IO

N

S P

R O

D U

C E

D B

Y T

H E

A R

C H

IT

E

C T

T H

E S E

I D

E A

S

D E

S

IG

N S

P L A

N S

D R

A W

IN

G

S

A

E C

IF

IC

A T

IO

N

S S

H A

L L N

O T

B E

R E

P R

O D

U C

E D

N V

E Y

E D

I N

A N

Y M

A N

N E

R N

O R

A S

S

IG

N E

D

Y T

H

IR

D P

A R

T Y

W

IT

H O

U T

F

IR

S T

O B

T A

IN

IN

G T

P R

E S S W

R

IT

T E

N P

E R

M

IS

S

IO

N O

F T

C H

IT

E

C T

C

O N

S E

N T

I S

H E

R E

B Y

G R

A N

T E

D

V E

R N

M E

N T

A L A

G E

N C

IE

S

T O

R E

P R

O D

U C

E T

N S T

R U

C T

IO

N

D R

A W

IN

G

S I

N C

O M

P L

IA

N C

E W

E S

T A

T E

S T

A T

U T

E S

T O

T H

E B

E S

T O

F T

C H

IT

E

C T

'S O

F E

N G

IN

E

E R

'S K

N O

W L E

D G

E

T

A

N S

A N

D S

P E

C

IF

IC

A

T

IO

N S C

O M

P L Y

W

IT

H T

P L

IC

A B

L E

M

IN

IM

U

M B

U

IL

D

IN

G C

O D

E S A

N D

T

P L

IC

A B

L E

F

IR

E S

A F

E T

Y S

T A

N D

A R

D S

T E

R M

IN

E

D B

Y T

H E

L O

C A

L A

U T

H O

R

IT

Y

C O

R D

A N

C E

W

IT

H C

H A

P T

E R

S

A N

D

E F

L O

R

ID

A S

T A

T U

T E

S

W J

A rc hi te ct s

A R

(7

2-w .w ja rc

.c om

W an ne m ac he r

Je ns en A rc hi te ct s, In c.

Project number

N . W es ts ho re

B te

T am pa

, F lo rid a

T el : 8

.8

.4

T el

: 8

.8

.9 w w w

.V ol tA irI nc .c om C

O A

P ro je ct

.2

GENERAL NOTES

KEY NOTES

KEY PLAN

A ut od es k D oc s:

//2

P al m

H ar bo r

R ec re at io n

C en te r/

_P al m H ar bo r R ec C nt r_

M E

P _v

.r vt

9/

/2

:3 0:

A

M

P-203

ROOF PLAN - GRAVITY

P A

L M

H A

R B

O R

P A

R K

S A

N D

R E

C R

E A

T

IO

N

P

IN

E

LL

A S

C O

U N

T Y

T H

S T

R E

E T

, P A

L M

H A

R B

O R

F L

PERMIT SET 9-15-25

NUMBER NOTES

0' 4' 12' 24' 42'-8"

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

N

0' 4' 12' 24' 42'-8"

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

N

3/32" = 1'-0"

ROOF PLAN - GRAVITY

A. ALL DOMESTIC COLD WATER (CW), HOT WATER (HW) AND HOT

WATER RETURN (HWR) PIPING INDICATED ON THIS DRAWING

IS LOCATED ABOVE THE CEILING OR IN WALL SPACE UNLESS

NOTED OTHERWISE.

B. INSULATE ALL DOMESTIC HOT AND HOT WATER RETURN

PIPING SYSTEMS LOCATED IN ACCESSIBLE CEILING SPACE.

C. PROVIDE ACCESS PANELS TO ALL VALVES AND WATER

HAMMER ARRESTERS LOCATED WITH-IN NON-ACCESSIBLE

WALLS AND CEILINGS.

D. PROVIDE SHUT-OFF VALVES LOCATED WITH-IN ARM'S LENGTH

REACH OF ACCESSIBLE ACCESS.

E. FOR ADDITIONAL INFORMATION REGARDING PIPE SIZING FOR

PRESSURE PIPING SYSTEMS PLEASE REFER TO RISER

ISOMETRICS.

F. PROVIDE WATER HAMMER ARRESTERS ON COLD AND HOT

WATER PIPING SYSTEMS AS REQUIRED PER PDI STANDARDS.

G. ALL DOMESTICS WATER PIPING SYSTEMS LOCATED ABOVE

THE CEILING SHALL BE COORDINATED WITH MECHANICAL,

ELECTRICAL AND STRUCTURAL COMPONENTS.

12 14 16 17

R

Q

K

J

F

P

N

M

L

G

E

D

C

B

A

H

9 1915 18

EXISTING ACTIVITY ROOM

KITCHEN

CUSTODIAL

MDF

MEN'S RESTROOM

WOMEN'S RESTROOM

ARTS AND CRAFTS

MULTIPURPOSE ROOM B

MULTIPURPOSE ROOM A

STORAGE

MECH

ELEC

STORAGE

108A

GYM

LOBBY

RECEPTION

101A

CORRIDOR

2-1/2" DOMESTIC WATER,

221.1 WSFU = 94 GPM

REFER TO CIVIL PLANS

FOR CONTINUATION

2-1/2" DOMESTIC WATER

RISER WITH SHUT-OFF

VALVE IN RISER

EWH-1

CP-1

WB-1

S-1

WH-1

P-401

ELEVATOR

100A

MECH

EWH-2H

B

-1

WH-1

1" CW UP WITH SHUT-

OFF VALVE IN RISER

1" DOMESTIC WATER,

13 WSFU = 16.5 GPM

REFER TO CIVIL PLANS

FOR CONTINUATION

1" CW

3/4" CW3/4" CW

1" CW

3/4" HW

HB-1

WH-1

2000 GALLON

POLLY TANK FOR EMERGENCY

WATER. PROVIDE ON

6" HOUSEKEEPING PAD

2 1/2" CW

2" TANK INLET

2" PRESSURE

SUPPLY TO

SYSTEM

2 1/2" CW

2 1/2" CW

3/4" CW

2 1/2" CW

IWH-1

CP-2

WH-1

3/4" CW

3/4" CW

3/4" CW UP TO

SECOND FLOOR

CHECK VALVE

WITH BALL VALVE

2 1/2" CW

EWC-1

1/2" CW UP

TO LEVEL 2

1/2" CW

1/2" CW

DURA MAC BOOSTER PUMP

MODEL 17056V120Y, 208 V SINGLE

PH, 5 HP. 120 GPM WITH

DIAPHRAGM TANK 16032PV4F.

PROVIDE ON 6" HOUSEKEEPING PAD

EDGE OF

HOUSEKEEPING

PAD

ELEC

OFFICES

CORRIDOR

018B

EMERGENCY ELEC. AND

GENERATOR

108B

T H

E A

R C

H

IT

E C

T 'S

C O

M M

O N

L A

W C

O P

Y R

IG

H

T A

H E

R P

R O

P E

R T

Y R

IG

H

T S

A R

E H

E R

E B

Y R

E S

E R

V

H E

I D

E A

S

D E

S

IG

N S

P L A

N S

D

R A

W

IN

G S

A

E C

IF

IC

A T

IO

N

S P

R O

D U

C E

D B

Y T

H E

A R

C H

IT

E

C T

T H

E S E

I D

E A

S

D E

S

IG

N S

P L A

N S

D R

A W

IN

G

S

A

E C

IF

IC

A T

IO

N

S S

H A

L L N

O T

B E

R E

P R

O D

U C

E D

N V

E Y

E D

I N

A N

Y M

A N

N E

R N

O R

A S

S

IG

N E

D

Y T

H

IR

D P

A R

T Y

W

IT

H O

U T

F

IR

S T

O B

T A

IN

IN

G T

P R

E S S W

R

IT

T E

N P

E R

M

IS

S

IO

N O

F T

C H

IT

E

C T

C

O N

S E

N T

I S

H E

R E

B Y

G R

A N

T E

D

V E

R N

M E

N T

A L A

G E

N C

IE

S

T O

R E

P R

O D

U C

E T

N S T

R U

C T

IO

N

D R

A W

IN

G

S I

N C

O M

P L

IA

N C

E W

E S

T A

T E

S T

A T

U T

E S

T O

T H

E B

E S

T O

F T

C H

IT

E

C T

'S O

F E

N G

IN

E

E R

'S K

N O

W L E

D G

E

T

A

N S

A N

D S

P E

C

IF

IC

A

T

IO

N S C

O M

P L Y

W

IT

H T

P L

IC

A B

L E

M

IN

IM

U

M B

U

IL

D

IN

G C

O D

E S A

N D

T

P L

IC

A B

L E

F

IR

E S

A F

E T

Y S

T A

N D

A R

D S

T E

R M

IN

E

D B

Y T

H E

L O

C A

L A

U T

H O

R

IT

Y

C O

R D

A N

C E

W

IT

H C

H A

P T

E R

S

A N

D

E F

L O

R

ID

A S

T A

T U

T E

S

W J

A rc hi te ct s

A R

(7

2-w .w ja rc

.c om

W an ne m ac he r

Je ns en A rc hi te ct s, In c.

Project number

N . W es ts ho re

B te

T am pa

, F lo rid a

T el : 8

.8

.4

T el

: 8

.8

.9 w w w

.V ol tA irI nc .c om C

O A

P ro je ct

.2

GENERAL NOTES

KEY NOTES

KEY PLAN

A ut od es k D oc s:

//2

P al m

H ar bo r

R ec re at io n

C en te r/

_P al m H ar bo r R ec C nt r_

M E

P _v

.r vt

9/

/2

:2 9:

A

M

P-301

LEVEL 1 - FLOOR PLAN

- PRESSURE

P A

L M

H A

R B

O R

P A

R K

S A

N D

R E

C R

E A

T

IO

N

P

IN

E

LL

A S

C O

U N

T Y

T H

S T

R E

E T

, P A

L M

H A

R B

O R

F L

PERMIT SET 9-15-25

NUMBER NOTES

0' 4' 12' 24' 42'-8"

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

N

3/32" = 1'-0"

LEVEL 1 - FLOOR PLAN - PRESSURE

A. ALL DOMESTIC COLD WATER (CW), HOT WATER (HW) AND HOT

WATER RETURN (HWR) PIPING INDICATED ON THIS DRAWING

IS LOCATED ABOVE THE CEILING OR IN WALL SPACE UNLESS

NOTED OTHERWISE.

B. INSULATE ALL DOMESTIC HOT AND HOT WATER RETURN

PIPING SYSTEMS LOCATED IN ACCESSIBLE CEILING SPACE.

C. PROVIDE ACCESS PANELS TO ALL VALVES AND WATER

HAMMER ARRESTERS LOCATED WITH-IN NON-ACCESSIBLE

WALLS AND CEILINGS.

D. PROVIDE SHUT-OFF VALVES LOCATED WITH-IN ARM'S LENGTH

REACH OF ACCESSIBLE ACCESS.

E. FOR ADDITIONAL INFORMATION REGARDING PIPE SIZING FOR

PRESSURE PIPING SYSTEMS PLEASE REFER TO RISER

ISOMETRICS.

F. PROVIDE WATER HAMMER ARRESTERS ON COLD AND HOT

WATER PIPING SYSTEMS AS REQUIRED PER PDI STANDARDS.

G. ALL DOMESTICS WATER PIPING SYSTEMS LOCATED ABOVE

THE CEILING SHALL BE COORDINATED WITH MECHANICAL,

ELECTRICAL AND STRUCTURAL COMPONENTS.

12 14 16

R R

Q Q

K K

J J

F F

P

N

N

M

M

L

L

G

G

E

E

D

D

C

C

B

B

A

A

HH

18 20

OFFICE

OFFICE

C U

S T

O D

IA

L

A D

A S

T A

F F

R E

S T

R O

O M

S T

A F

F R

E S

T R

O O

M

MEN'S RESTROOM

WOMEN'S RESTROOM

DANCE STUDIO A

DANCE STUDIO B

CONFERENCE ROOM

MECH

ELEC

STORAGE

ELEVATED TRACK

CORRIDOR

SMALL PROGRAM ROOM

ELEC.

ELEVATOR

100A

CORRIDOR

CORRIDOR 201B

OFFICE

P-401

WH-13/4" CW

3/4" CW FROM

BELOW

EWC-1

1/2" CW FROM

LEVEL 1

T H

E A

R C

H

IT

E C

T 'S

C O

M M

O N

L A

W C

O P

Y R

IG

H

T A

H E

R P

R O

P E

R T

Y R

IG

H

T S

A R

E H

E R

E B

Y R

E S

E R

V

H E

I D

E A

S

D E

S

IG

N S

P L A

N S

D

R A

W

IN

G S

A

E C

IF

IC

A T

IO

N

S P

R O

D U

C E

D B

Y T

H E

A R

C H

IT

E

C T

T H

E S E

I D

E A

S

D E

S

IG

N S

P L A

N S

D R

A W

IN

G

S

A

E C

IF

IC

A T

IO

N

S S

H A

L L N

O T

B E

R E

P R

O D

U C

E D

N V

E Y

E D

I N

A N

Y M

A N

N E

R N

O R

A S

S

IG

N E

D

Y T

H

IR

D P

A R

T Y

W

IT

H O

U T

F

IR

S T

O B

T A

IN

IN

G T

P R

E S S W

R

IT

T E

N P

E R

M

IS

S

IO

N O

F T

C H

IT

E

C T

C

O N

S E

N T

I S

H E

R E

B Y

G R

A N

T E

D

V E

R N

M E

N T

A L A

G E

N C

IE

S

T O

R E

P R

O D

U C

E T

N S T

R U

C T

IO

N

D R

A W

IN

G

S I

N C

O M

P L

IA

N C

E W

E S

T A

T E

S T

A T

U T

E S

T O

T H

E B

E S

T O

F T

C H

IT

E

C T

'S O

F E

N G

IN

E

E R

'S K

N O

W L E

D G

E

T

A

N S

A N

D S

P E

C

IF

IC

A

T

IO

N S C

O M

P L Y

W

IT

H T

P L

IC

A B

L E

M

IN

IM

U

M B

U

IL

D

IN

G C

O D

E S A

N D

T

P L

IC

A B

L E

F

IR

E S

A F

E T

Y S

T A

N D

A R

D S

T E

R M

IN

E

D B

Y T

H E

L O

C A

L A

U T

H O

R

IT

Y

C O

R D

A N

C E

W

IT

H C

H A

P T

E R

S

A N

D

E F

L O

R

ID

A S

T A

T U

T E

S

W J

A rc hi te ct s

A R

(7

2-w .w ja rc

.c om

W an ne m ac he r

Je ns en A rc hi te ct s, In c.

Project number

N . W es ts ho re

B te

T am pa

, F lo rid a

T el : 8

.8

.4

T el

: 8

.8

.9 w w w

.V ol tA irI nc .c om C

O A

P ro je ct

.2

GENERAL NOTES

KEY NOTES

KEY PLAN

A ut od es k D oc s:

//2

P al m

H ar bo r

R ec re at io n

C en te r/

_P al m H ar bo r R ec C nt r_

M E

P _v

.r vt

9/

/2

:2 9:

A

M

P-302

LEVEL 2 - FLOOR PLAN

- PRESSURE

P A

L M

H A

R B

O R

P A

R K

S A

N D

R E

C R

E A

T

IO

N

P

IN

E

LL

A S

C O

U N

T Y

T H

S T

R E

E T

, P A

L M

H A

R B

O R

F L

PERMIT SET 9-15-25

NUMBER NOTES

0' 4' 12' 24' 42'-8"

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

N

0' 4' 12' 24' 42'-8"

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

N

3/32" = 1'-0"

LEVEL 2 - FLOOR PLAN - PRESSURE

A. ALL SANITARY (S), VENT (V) AND STORM (ST) PIPING INDICATED

ON THIS DRAWING IS LOCATED BELOW THE FLOOR SLAB,

ABOVE THE CEILING OR IN WALL SPACE UNLESS NOTED

OTHERWISE.

B. FOR ADDITIONAL INFORMATION REGARDING PIPE SIZING FOR

GRAVITY AND PRESSURE PIPING SYSTEMS PLEASE REFER TO

RISER ISOMETRICS.

C. ANY HORIZONTAL GRAVITY PIPING SYSTEMS 2" AND LESS

SHALL BE SLOPED AT 1/4" PER FOOT. ANY HORIZONTAL

GRAVITY PIPING SYSTEMS 3" THRU 6" SHALL BE SLOPED AT 1/8"

PER FOOT. ANY HORIZONTAL GRAVITY PIPING SYSTEMS 8"

AND LARGER SHALL BE SLOPED AT 1/16" PER FOOT.

D. ALL DOMESTIC COLD WATER (CW), HOT WATER (HW) AND HOT

WATER RETURN (HWR) PIPING INDICATED ON THIS DRAWING IS

LOCATED ABOVE THE CEILING OR IN WALL SPACE UNLESS

NOTED OTHERWISE.

E. INSULATE ALL DOMESTIC HOT AND HOT WATER RETURN

PIPING SYSTEMS LOCATED IN ACCESSIBLE CEILING SPACE.

F. PROVIDE ACCESS PANELS TO ALL ISOLATION VALVES AND

WATER HAMMER ARRESTORS LOCATED WITH-IN NON-

ACCESSIBLE WALLS AND CEILINGS.

G. PROVIDE ISOLATION VALVES LOCATED WITH-IN ARM'S LENGTH

REACH OF ACCESSIBLE ACCESS.

H. PROVIDE WATER HAMMER ARRESTOR'S ON COLD AND HOT

WATER PIPING SYSTEMS AS REQUIRED PER PDI STANDARDS.

WC-1

WC-1

WC-1

WC-1

WC-2

WC-2

U-1

U-1

L-2

L-2

L-1

L-1

L-1

L-1

FD-1

FD-1

SP-1

MS-1

4" S

4" GR 4" GR

4" G

R 3"

G R

4" GR

WCO

3" GR

4" S4" S

4" SAN.

FROM

ABOVE

3" SAN.

FROM

ABOVE

4" SAN.

FROM

ABOVE

2" V

2" V

3" V

3" V

2" V

2" V

2" V

2" V

4" S

4" S

4" S 4" S

3" V

2" V

2" V

4" S

4" S

4" S

2" S

2" V

4" S

FS-1

FS-1

FS-1

HS-1

FS-1

2" FORCE MAIN UG UP

TO ABOVE RIM OF MOP

SINK FOR DISCHARGE.

2" FM

FD-1

M E

C H

A N

IC

A

L R

O O

M

KITCHEN

CORRIDOR

ELEVATOR

100A

MDF

CUSTODIAL

2" GR

3" S

3" S

F D

-2 F D

-4

2" V

3" CD

3" CONDENSATE DRAIN.

ROUTE TO STORM,

REFER TO CIVIL PLANS

FOR CONTINUATION

FD-2

MEN'S RESTROOM

WOMEN'S RESTROOM

3" S

FD-3

FD-3

4" GR

4" GR 4" GR

FD-2

3" GR

L-1

L-1

L-1

L-1

WC-1

WC-1

FD-1

FD-1

L-2 L-2

WC-1

FD-1 FD-1

SH-2

WC-2

SH-1

WC-1

U-1

WC-2

WC-2

L-2

L-2

MS-1

4" SAN.

DOWN

4" SAN.

DOWN

3" VTR

4" SAN.

DOWN

WCO

WCO

4" S

2" V

2" V

3" S

4" S 4" S

2" V 2" S

4" S

4" S

2" V2" S2" V

4" S

2" V

FD-1

CUSTODIAL

CORRIDOR

WOMEN'S RESTROOM

MEN'S RESTROOM

ELEVATOR

100A

ELEC

S T

A F

F R

E S

T R

O O

M

ADA STAFF RESTROOM

CORRIDOR 201B

OFFICE

4" S

3" S

MS-1

WC-1

WC-1

WC-1

WC-1

WC-2

WC-2

U-1

U-1

L-2 L-2

L-1

L-1

L-1

L-1

EWH-1

CP-1

HS-1

WH-1

ICE-1

CP-2

2" WATER UP

TO 2ND FL

1" HW TO 2ND FL,

1/2" HWR FROM

2ND FL

BRADLEY MIXING

VALVE S59-2025,

TMV 25 GPM

2 1/2" CW 2 1/2" CW 2 1/2" CW 2 1/2" CW

1" HW 140

3/4" HW

1 1/4" CW

3/4" HW

3/4" CW

3/ 4"

C W

3/ 4"

C W

1/ 2"

H W

1" HW 140

1" CW

1/ 2"

C W

2" C

W

1/2" HWR

1/2" HW

3/4" CW

1" CW

1 1/4" CW

2" CW

3/4" HW

1/2" HWR

1 1/2" CW

1 1/2" CW

2" CW

1 1/2" CW

3/4" HW

1/2" HWR

1" CW

1 1/4" CW

1 1/2" CW

1/2" HWR

1" HW 140

1" CW

3/4" CW

3/4" HW 140

1" HW

3/4" HW

HB-1

HB-1

KITCHEN

MDF

ELEVATOR

100A

MECHANICAL ROOM

1/2" HWR

1/2" HWR

1/ 2"

H W

R

1/2" HWR

1/2" HW

1/2" CW

MEN'S RESTROOM

WOMEN'S RESTROOM

L-1

L-1

L-1

L-1

WC-1

WC-1

L-2

L-2

WC-1

SH-2

WC-2

SH-1

U-1

WC-2 WC-2

WC-1

L-2 L-2

MS-1

2" WATER

FROM 1ST FL

1" HW FROM 1ST FL,

1/2" HWR DN TO 1ST FL

1/2" HW

1/2" CW

1 1/4" CW

1/2" HW

1/2" HW

1 1/4" CW

1/2" HW

1/2" CW

1 1/4" CW

1/2" HW3/4" HW

2" CW

2" CW1" HW

1/2" HWR

1 1/2" CW

1 1/2" CW

3/4" HW

1/2" HWR

1 1/4" CW

3/4" CW

1/2" CW

3/4" HW3/4" CW

1/2" CW

1 1/4" CW

3/4" HW

1/2" HWR

1 1/2" CW

1 1/2" CW

1 1/2" CW

1/2" HWR

3/4" HW

HB-1

HB-1

WOMEN'S RESTROOM

MEN'S RESTROOM

CUSTODIAL

OFFICE

CORRIDOR 201B

ADA STAFF RESTROOM

STAFF RESTROOM

ELEC

ELEVATOR

100A

CORRIDOR

T H

E A

R C

H

IT

E C

T 'S

C O

M M

O N

L A

W C

O P

Y R

IG

H

T A

H E

R P

R O

P E

R T

Y R

IG

H

T S

A R

E H

E R

E B

Y R

E S

E R

V

H E

I D

E A

S

D E

S

IG

N S

P L A

N S

D

R A

W

IN

G S

A

E C

IF

IC

A T

IO

N

S P

R O

D U

C E

D B

Y T

H E

A R

C H

IT

E

C T

T H

E S E

I D

E A

S

D E

S

IG

N S

P L A

N S

D R

A W

IN

G

S

A

E C

IF

IC

A T

IO

N

S S

H A

L L N

O T

B E

R E

P R

O D

U C

E D

N V

E Y

E D

I N

A N

Y M

A N

N E

R N

O R

A S

S

IG

N E

D

Y T

H

IR

D P

A R

T Y

W

IT

H O

U T

F

IR

S T

O B

T A

IN

IN

G T

P R

E S S W

R

IT

T E

N P

E R

M

IS

S

IO

N O

F T

C H

IT

E

C T

C

O N

S E

N T

I S

H E

R E

B Y

G R

A N

T E

D

V E

R N

M E

N T

A L A

G E

N C

IE

S

T O

R E

P R

O D

U C

E T

N S T

R U

C T

IO

N

D R

A W

IN

G

S I

N C

O M

P L

IA

N C

E W

E S

T A

T E

S T

A T

U T

E S

T O

T H

E B

E S

T O

F T

C H

IT

E

C T

'S O

F E

N G

IN

E

E R

'S K

N O

W L E

D G

E

T

A

N S

A N

D S

P E

C

IF

IC

A

T

IO

N S C

O M

P L Y

W

IT

H T

P L

IC

A B

L E

M

IN

IM

U

M B

U

IL

D

IN

G C

O D

E S A

N D

T

P L

IC

A B

L E

F

IR

E S

A F

E T

Y S

T A

N D

A R

D S

T E

R M

IN

E

D B

Y T

H E

L O

C A

L A

U T

H O

R

IT

Y

C O

R D

A N

C E

W

IT

H C

H A

P T

E R

S

A N

D

E F

L O

R

ID

A S

T A

T U

T E

S

W J

A rc hi te ct s

A R

(7

2-w .w ja rc

.c om

W an ne m ac he r

Je ns en A rc hi te ct s, In c.

Project number

N . W es ts ho re

B te

T am pa

, F lo rid a

T el : 8

.8

.4

T el

: 8

.8

.9 w w w

.V ol tA irI nc .c om C

O A

P ro je ct

.2

GENERAL NOTES

KEY NOTES

KEY PLAN

A ut od es k D oc s:

//2

P al m

H ar bo r

R ec re at io n

C en te r/

_P al m H ar bo r R ec C nt r_

M E

P _v

.r vt

9/

/2

:3 0:

A

M

P-401

ENLARGED FLOOR

PLANS - PLUMBING

P A

L M

H A

R B

O R

P A

R K

S A

N D

R E

C R

E A

T

IO

N

P

IN

E

LL

A S

C O

U N

T Y

T H

S T

R E

E T

, P A

L M

H A

R B

O R

F L

PERMIT SET 9-15-25

NUMBER NOTES

0' 2' 6' 12' 21'-4"

SCALE: 3/16" = 1'-0"

N

3/16" = 1'-0"

ENLARGED LEVEL 1 - FLOOR PLAN - GRAVITY

3/16" = 1'-0"

ENLARGED LEVEL 2 - FLOOR PLAN - GRAVITY

3/16" = 1'-0"

ENLARGED LEVEL 1 - FLOOR PLAN - PRESSURE

3/16" = 1'-0"

ENLARGED LEVEL 2 - FLOOR PLAN - PRESSURE

4" GR

4" S

4" S

4" S

4" GR

M S

-1

4" S

4" S

4" GR

WC-1

WC-1

WC-1

W C

-1

WC-2

WC-2

U-1

U-1

L-2

L-

L-1

L-1

L-1

L-1

FD-1

FD-1

S-1

4" S

4" S

4" S

FS-1

FS-1

3" S

4" S

4" S

4" S

FS-1

FS-1

3" GR

3" GR

4" GR

HS-1

4" GR

2" GR

4" S

2" S 2" S

4" S

4" S

4" S

2" V

2" V

2" V

2" V 2" V

3" V

2" V

2" V

4" S

2" S

2" V 2" V

2" V

2" V

2" V

3" V

2" V

3" V

3" V

3" V

2" V

3" V

2" FM

4" S

FD-1

2" V

2" V

F D

-2

F D

-4

GCO

GCO

GCO

GCO

AAV

4" GR

WCO

SP-1

4" SAN.

DOWN

4" SAN.

DOWN

4" SAN.

DOWN

3" V. UP

4" GREASE WASTE,

12 DFU

REFER TO CIVIL PLANS

FOR CONTINUATION

4" SANITARY WASTE,

92.5 DFU

REFER TO CIVIL PLANS

FOR CONTINUATION

GREASE

INTERCEPTOR

SCHIER GB-250

3" CD

3" S

GCO

3" CONDENSATE DRAIN.

ROUTE TO STORM,

REFER TO CIVIL PLANS

FOR CONTINUATION

3" S

EWC-1

3" SAN. DOWN

FROM LEVEL 2

FD-2

3" S

3" S

3" S

3" S

3" S

3" S

3" S

3" S

2" V

2" V

2" V

3" CD

3" S

3" CD

WB-1

FD-4

FD-2

F D

-4

F D

-2

GCO

GCO

3" CONDENSATE DRAIN.

ROUTE TO STORM,

REFER TO CIVIL PLANS

FOR CONTINUATION

3" SANITARY, 4 DFU

REFER TO CIVIL PLANS

FOR CONTINUATION

3" SANITARY, 2 DFU

REFER TO CIVIL PLANS

FOR CONTINUATION

3" CONDENSATE DRAIN.

ROUTE TO STORM,

REFER TO CIVIL PLANS

FOR CONTINUATION

2" VTR

GCO

GCO

2" VTR

FD-2

3" S

3" S

FD-2

2" S 3" S

T H

E A

R C

H

IT

E C

T 'S

C O

M M

O N

L A

W C

O P

Y R

IG

H

T A

H E

R P

R O

P E

R T

Y R

IG

H

T S

A R

E H

E R

E B

Y R

E S

E R

V

H E

I D

E A

S

D E

S

IG

N S

P L A

N S

D

R A

W

IN

G S

A

E C

IF

IC

A T

IO

N

S P

R O

D U

C E

D B

Y T

H E

A R

C H

IT

E

C T

T H

E S E

I D

E A

S

D E

S

IG

N S

P L A

N S

D R

A W

IN

G

S

A

E C

IF

IC

A T

IO

N

S S

H A

L L N

O T

B E

R E

P R

O D

U C

E D

N V

E Y

E D

I N

A N

Y M

A N

N E

R N

O R

A S

S

IG

N E

D

Y T

H

IR

D P

A R

T Y

W

IT

H O

U T

F

IR

S T

O B

T A

IN

IN

G T

P R

E S S W

R

IT

T E

N P

E R

M

IS

S

IO

N O

F T

C H

IT

E

C T

C

O N

S E

N T

I S

H E

R E

B Y

G R

A N

T E

D

V E

R N

M E

N T

A L A

G E

N C

IE

S

T O

R E

P R

O D

U C

E T

N S T

R U

C T

IO

N

D R

A W

IN

G

S I

N C

O M

P L

IA

N C

E W

E S

T A

T E

S T

A T

U T

E S

T O

T H

E B

E S

T O

F T

C H

IT

E

C T

'S O

F E

N G

IN

E

E R

'S K

N O

W L E

D G

E

T

A

N S

A N

D S

P E

C

IF

IC

A

T

IO

N S C

O M

P L Y

W

IT

H T

P L

IC

A B

L E

M

IN

IM

U

M B

U

IL

D

IN

G C

O D

E S A

N D

T

P L

IC

A B

L E

F

IR

E S

A F

E T

Y S

T A

N D

A R

D S

T E

R M

IN

E

D B

Y T

H E

L O

C A

L A

U T

H O

R

IT

Y

C O

R D

A N

C E

W

IT

H C

H A

P T

E R

S

A N

D

E F

L O

R

ID

A S

T A

T U

T E

S

W J

A rc hi te ct s

A R

(7

2-w .w ja rc

.c om

W an ne m ac he r

Je ns en A rc hi te ct s, In c.

Project number

N . W es ts ho re

B te

T am pa

, F lo rid a

T el : 8

.8

.4

T el

: 8

.8

.9 w w w

.V ol tA irI nc .c om C

O A

P ro je ct

.2

A ut od es k D oc s:

//2

P al m

H ar bo r

R ec re at io n

C en te r/

_P al m H ar bo r R ec C nt r_

M E

P _v

.r vt

9/

/2

:3 0:

A

M

P-501

RISER DIAGRAMS -

PLUMBING

P A

L M

H A

R B

O R

P A

R K

S A

N D

R E

C R

E A

T

IO

N

P

IN

E

LL

A S

C O

U N

T Y

T H

S T

R E

E T

, P A

L M

H A

R B

O R

F L

PERMIT SET 9-15-25

1ST FLOOR GRAVITY ISOMETRIC

MS-1

WC-1

WC-1

WC-1

WC-1

WC-2

WC-2

U-1

U-1

L-2

L-2

L-1

L-1

L-1L-1

WC-1

S-1

WH-1

WC-2

WH-1

ICE-1

HB-1

HB-1

2 1/2" CW

2 1/2" CW

1/2" CW

2 1/2" CW

2 1/2" CW

3/4" CW

2 1/2" CW

1" CW

3/4" CW

1" CW

2 1/2" CW

2 1/2" CW

1/2" CW

1 1/4" CW 1" CW

1 1/2" CW

3/4" CW

3/4" CW

1 1/2" CW

3/4" CW

1" CW

1 1/4" CW

1" CW

1" CW

1 1/2" CW

1" CW

2" CW

3/4" CW

1/2" CW

3/4" HW

1/2" HW

1/2" HW

1/2" HW

1/2" HWR

1/2" HWR

1/2" HWR

1/2" HW

1/2" HWR

1/2" HWR

3/4" HW 140

3/4" CW

1" CW

3/4" CW

3/4" HW 140

3/4" HW 140

1" HW 140

3/4" HW 140

1" HW 140

3/4" CW

1" CW

3/4" HW

3/4" HW

1/2" HWR

1/2" HWR

1/2" HWR

1/2" CW

1 1/4" CW

3/4" HW

1/2" HW

3/4" CW

3/4" CW

1/2" CW

3/4" CW

1" HW

1" HW

1/2" HW

1/2" HW

2" CW 1 1/4" CW

2 1/2" CW

1/2" HW

1/2" HWR

2 1/2" CW

3/4" HW

1/2" HWR

1" HW 140

1/2" HWR

1/2" HWR

1/2" HW

1/2" HWR

1/2" CW

1/2" CW

EWC-1

1/2" HW

1/2" CW

UP TO LEVEL 2

WHA TYP.

3/4" CW

1/2" CW

3/4" CW

HW / HWR

UP TO

LEVEL 2

2 1/2" CW

HB-1

WH-1

3/4" CW

3/4" CW

2 1/2" CW

2" CW

2 1/2" CW

2-1/2" DOMESTIC WATER,

221.1 WSFU = 94 GPM

REFER TO CIVIL PLANS

FOR CONTINUATION

2-1/2" DOMESTIC WATER

RISER WITH SHUT-OFF

VALVE IN RISER

TANK FILL

PRESSURE

SUPPLY TO

SYSTEM

3/4" CW UP TO

SECOND FLOOR

3/4" CW

WB-1

HB-1

WH-1

1" CW

1" CW

3/4" CW

1" CW

3/4" CW

3/4" CW

1" CW

3/4" CW

3/4" HW

3/4" HW

WH-1

3/4" CW

1" CW

1" DOMESTIC WATER,

13 WSFU = 16.5 GPM

REFER TO CIVIL PLANS

FOR CONTINUATION

EWH-2

T H

E A

R C

H

IT

E C

T 'S

C O

M M

O N

L A

W C

O P

Y R

IG

H

T A

H E

R P

R O

P E

R T

Y R

IG

H

T S

A R

E H

E R

E B

Y R

E S

E R

V

H E

I D

E A

S

D E

S

IG

N S

P L A

N S

D

R A

W

IN

G S

A

E C

IF

IC

A T

IO

N

S P

R O

D U

C E

D B

Y T

H E

A R

C H

IT

E

C T

T H

E S E

I D

E A

S

D E

S

IG

N S

P L A

N S

D R

A W

IN

G

S

A

E C

IF

IC

A T

IO

N

S S

H A

L L N

O T

B E

R E

P R

O D

U C

E D

N V

E Y

E D

I N

A N

Y M

A N

N E

R N

O R

A S

S

IG

N E

D

Y T

H

IR

D P

A R

T Y

W

IT

H O

U T

F

IR

S T

O B

T A

IN

IN

G T

P R

E S S W

R

IT

T E

N P

E R

M

IS

S

IO

N O

F T

C H

IT

E

C T

C

O N

S E

N T

I S

H E

R E

B Y

G R

A N

T E

D

V E

R N

M E

N T

A L A

G E

N C

IE

S

T O

R E

P R

O D

U C

E T

N S T

R U

C T

IO

N

D R

A W

IN

G

S I

N C

O M

P L

IA

N C

E W

E S

T A

T E

S T

A T

U T

E S

T O

T H

E B

E S

T O

F T

C H

IT

E

C T

'S O

F E

N G

IN

E

E R

'S K

N O

W L E

D G

E

T

A

N S

A N

D S

P E

C

IF

IC

A

T

IO

N S C

O M

P L Y

W

IT

H T

P L

IC

A B

L E

M

IN

IM

U

M B

U

IL

D

IN

G C

O D

E S A

N D

T

P L

IC

A B

L E

F

IR

E S

A F

E T

Y S

T A

N D

A R

D S

T E

R M

IN

E

D B

Y T

H E

L O

C A

L A

U T

H O

R

IT

Y

C O

R D

A N

C E

W

IT

H C

H A

P T

E R

S

A N

D

E F

L O

R

ID

A S

T A

T U

T E

S

W J

A rc hi te ct s

A R

(7

2-w .w ja rc

.c om

W an ne m ac he r

Je ns en A rc hi te ct s, In c.

Project number

N . W es ts ho re

B te

T am pa

, F lo rid a

T el : 8

.8

.4

T el

: 8

.8

.9 w w w

.V ol tA irI nc .c om C

O A

P ro je ct

.2

A ut od es k D oc s:

//2

P al m

H ar bo r

R ec re at io n

C en te r/

_P al m H ar bo r R ec C nt r_

M E

P _v

.r vt

9/

/2

:3 0:

A

M

P-502

RISER DIAGRAMS -

PLUMBING

P A

L M

H A

R B

O R

P A

R K

S A

N D

R E

C R

E A

T

IO

N

P

IN

E

LL

A S

C O

U N

T Y

T H

S T

R E

E T

, P A

L M

H A

R B

O R

F L

PERMIT SET 9-15-25

1ST FLOOR PRESSURE ISOMETRIC

L-1

L-1

L-1

L-1

WC-1

WC-1

FD-1

FD-1

L-2 L-2

WC-1

FD-1

FD-1

SH-2

W C

-2

SH-1

U-1

W C

-2

WC-2

WC-1

L-2

L-2

MS-1

3" S

4" S

4" S

4" S

4" S

4" S

4" S

4" S

2" S

4" S

2" S

3" V

2" V

2" V

2" V

2" V

2" V

2" V

2" V

2" V

2" V

2" V

FD-1

4" S3" S

WCO

WCO

3" VTR

2" VTR

4" SAN. DN.

4" SAN. DN.

4" SAN. DN.

EWC-1

2" VTR

3" SAN. DN. TO

LEVEL 1

L-1

L-1

L-1L-1

WC-1

W C

-1

L-2

L-2

WC-1

SH-2

WC-2

SH-1

U-1

W C

-2

WC-2

W C

-1

L-2

L-2

MS-1

HB-1

HB-1

1" HW

1" HW

3/4" HW

1/2" HW

1/2" HW

3/4" HW

1/2" HW

3/4" HW

1/2" HW

3/4" HW

1/2" HW

1/2" CW

1" CW

1 1/4" CW

1/2" CW

2" CW

1" CW

1 1/4" CW

1 1/4" CW

1/2" CW

3/4" CW

1/2" CW

1 1/4" CW

1" CW

1" CW

1 1/2" CW

1" CW

1 1/2" CW

1 1/2" CW

1" CW

1 1/4" CW

1" CW

1 1/2" CW

3/4" CW

3/4" CW 2" CW

2" CW

3/4" CW

1/2" CW

1/2" HWR

1/2" HWR

1/2" HWR

1/2" HWR

1/2" HWR

1/2" HWR

1/2" HWR

1/2" HWR

1/2" HWR

1/2" HWR

1/2" HWR

1/2" HWR1 1/2" CW

3/4" HW

1/2" HW

1 1/4" CW

1" HW UP

1/2" HWR DN.

2" CW UP

EWC-1

1/2" CW

FROM LEVEL 1

WHA TYP.

T H

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W J

A rc hi te ct s

A R

(7

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.c om

W an ne m ac he r

Je ns en A rc hi te ct s, In c.

Project number

N . W es ts ho re

B te

T am pa

, F lo rid a

T el : 8

.8

.4

T el

: 8

.8

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.V ol tA irI nc .c om C

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P al m

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_P al m H ar bo r R ec C nt r_

M E

P _v

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P-503

RISER DIAGRAMS -

PLUMBING

P A

L M

H A

R B

O R

P A

R K

S A

N D

R E

C R

E A

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IO

N

P

IN

E

LL

A S

C O

U N

T Y

T H

S T

R E

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, P A

L M

H A

R B

O R

F L

PERMIT SET 9-15-25

2ND FLOOR GRAVITY ISOMETRIC

2ND FLOOR PRESSURE ISOMETRIC

E A

R C

H

IT

E C

T 'S

C O

M M

O N

L A

W C

O P

Y R

IG

H

T A

H E

R P

R O

P E

R T

Y R

IG

H

T S

A R

E H

E R

E B

Y R

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E R

V

H E

I D

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S

D E

S

IG

N S

P L A

N S

D

R A

W

IN

G S

A

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IF

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N

S P

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D U

C E

D B

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H E

A R

C H

IT

E

C T

T H

E S E

I D

E A

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N S

P L A

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D R

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G

S

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IF

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H A

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B E

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A N

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A S

S

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N E

D

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H

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D P

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T Y

W

IT

H O

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F

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S T

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T A

IN

IN

G T

P R

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IT

T E

N P

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S

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N O

F T

C H

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E

C T

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A N

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D

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T A

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W J

A rc hi te ct s

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(7

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W an ne m ac he r

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Project number

N . W es ts ho re

B te

T am pa

, F lo rid a

T el : 8

.8

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T el

: 8

.8

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.V ol tA irI nc .c om C

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P ro je ct

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P al m

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_P al m H ar bo r R ec C nt r_

M E

P _v

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9/

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A

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P-601

SCHEDULES -

PLUMBING

P A

L M

H A

R B

O R

P A

R K

S A

N D

R E

C R

E A

T

IO

N

P

IN

E

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A S

C O

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T H

S T

R E

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, P A

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H A

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F L

PERMIT SET 9-15-25

ELECTRIC WATER HEATER SCHEDULE

MARK KW RECOVERY

STORAGE

TANK (GAL)

STORAGE

TEMPERATURE delta T

ELECTRICAL

MANUFACTURER MODELVOLTS PHASE HERTZ

EWH-1 36 211 119.9 140 72 208 3 60 AO SMITH DRE-120

EWH-2 4.5 25 38 140 72 208 1 60 AO SMITH DEN-40

IWH-1 6.24 120 52 208 1 60 CHRONOMITE SR-30 / 208

PLUMBING FIXTURE SCHEDULE

MARK DESCRIPTION

FIXTURE TRIM FLUSH / FLOW

(GPM) FIXTURE COMMENTSMANUFACTURER MODEL MANUFACTURER MODEL

WC-1 WATER CLOSET AMERICAN

STANDARD

2234.001 SLOAN OPTIMA 111-1.28 ES-S 1.28 GPF FLOOR MOUNTED WITH HARDWIRED INFRA RED FLUSHOMETER VALVE, 15"

HIGH RIM, VITREOUS CHINA, WATER CLOSET WITH SIPHON JETTED

ELONGATED BOWL. FLUSHOMETER SHALL BE 1.28 GPF. BEMIS 1655SSCT,

EXTRA HEAVY SOLID PLASTIC WITH STAINLESS STEEL SELF SUSTAINING

CHECK HINGE, OPEN FRONT WITHOUT COVER.

WC-2 WATER CLOSET (ACCESSIBLE) AMERICAN

STANDARD

3043.001 SLOAN OPTIMA 111-1.28 ES-S 1.28 GPF FLOOR MOUNTED WITH HARDWIRED INFRA RED FLUSHOMETER VALVE, 16-1/2"

HIGH RIM, VITREOUS CHINA, WATER CLOSET WITH SIPHON JETTED

ELONGATED BOWL. FLUSHOMETER SHALL BE 1.28 GPF. BEMIS 1655SSCT,

EXTRA HEAVY SOLID PLASTIC WITH STAINLESS STEEL SELF SUSTAINING

CHECK HINGE, OPEN FRONT WITHOUT COVER.

U-1 URINAL (ACCESSIBLE) AMERICAN

STANDARD

6590.001 SLOAN OPTIMA 186-0.5 ES-S 0.5 GPF WALL HUNG VITREOUS CHINA, WASHOUT FLUSH ACTION WITH INTEGRAL

FLUSHING RIM, INTEGRAL TRAP, AND 2" FEMALE FLANGED OUTLET

CONNECTION. AUTOMATIC FLUSH VALVE. 0.5 GPF. REFER TO ARCHITECTS

PLANS FOR ADA LOCATIONS AND MOUNTING HEIGHTS.

L-1 LAVATORY AMERICAN

STANDARD

0643001.020 SLOAN ETF-80 0.5 GPM 21 IN X 17-3/4 IN RECTANGULAR SELF-RIMMING DROP-IN SINK, VITREOUS

CHINA, FRONT OVERFLOW. FAUCET HARDWIRED-POWERED DECK-MOUNTED

MID BODY, BOX TRANSFORMER POWER SUPPLY, BELOW DECK MANUAL

MIXING VALVE, POLISHED CHROME FINISH, 0.5 GPM, MULTI-LAMINAR SPRAY,

INFRARED SENSOR. PROVIDE ASSE 1070 MIXING VALVE SET TO 110° F, WATTS

LFUSG-B. MIXING VALVE SHALL BE HARD PIPED TO STOPS. FLEXIBLE

CONNECTIONS MAY BE USED FROM MIXING VALVE TO FAUCET. PROVIDE

CHROME STOPS, SUPPLIES, TRAP, ETC., TO COMPLETE INSTALLATION.

L-2 LAVATORY (ACCESSIBLE) AMERICAN

STANDARD

0356.421 DELTA

COMMERCIAL

590-PLGHDFHW 0.5 GPM WALL HUNG VITREOUS CHINA SINGLE HOLE LAVATORY FOR CONCEALED

ARMS SUPPORT. ELECTRONIC FAUCET WITH 0.5 GPM LAMINAR FLOW

CONTROL. PROVIDE WITH AC TRANSFORMER MOUNTED BELOW LAVATORY.

CONCEALED ARM HANGER TO BE WATTS WCA-411. PROVIDE ASSE 1070

MIXING VALVE SET TO 110° F, WATTS LFUSG-B. MIXING VALVE SHALL BE HARD

PIPED TO STOPS. FLEXIBLE CONNECTIONS MAY BE USED FROM MIXING

VALVE TO FAUCET. PROVIDE PRE-CUT TRUBRO LAV SHIELD TO COVER

STOPS, P-TRAP, CONTROLS, RECEPTACLE, AND MIXING VALVE.

SH-1 SHOWER (ACCESSIBLE) TBD TBD DELTA

COMMERCIAL

T17TH335 1.5 GPM PROVIDE WITH PRESSURE BALANCING MIXING VALVE WITH LEVER HANDLE,

FIXED SHOWER HEAD WITH SHOWER ARM, HAND HELD SHOWER WITH

FLEXIBLE HOSE, IN-LINE VACUUM BREAKER, 24" SLIDE BAR, AND INTEGRAL

SERVICE STOPS. PROVIDE SEPARATE VALVE ROUGH-IN R10700-UNWS.

SHOWER STALL DRAIN SHALL BE ZURN No. ZN-415-5" SQUARE TOP COATED

CAST IRON DRAIN BODY WITH BOTTOM OUTLET, COMB. INVERTIBLE

MEMBRANE CLAMP AND ADJUSTABLE COLLAR.

SH-2 SHOWER (ACCESSIBLE) TBD TBD DELTA

COMMERCIAL

T17TH335 1.5 GPM PROVIDE WITH PRESSURE BALANCING MIXING VALVE WITH LEVER HANDLE,

FIXED SHOWER HEAD WITH SHOWER ARM, HAND HELD SHOWER WITH

FLEXIBLE HOSE, IN-LINE VACUUM BREAKER, 24" SLIDE BAR, AND INTEGRAL

SERVICE STOPS. PROVIDE SEPARATE VALVE ROUGH-IN R10700-UNWS.

SHOWER STALL DRAIN SHALL BE ZURN No. ZN-415-5" SQUARE TOP COATED

CAST IRON DRAIN BODY WITH BOTTOM OUTLET, COMB. INVERTIBLE

MEMBRANE CLAMP AND ADJUSTABLE COLLAR.

HS-1 HAND SINK ELKAY CHS1716C ELKAY LK499A 0.5 GPM 16.75X15.5" STAINLESS STEEL SINGLE COMPARTMENT SINK, WALL HUNG, TWO

HOLES. FAUCET, HIGH GOOSENECK SPOUT FAUCET, WING HANDLES. LK8

GRID DRAIN STRAINER, AERATOR. PROVIDE STOPS, SUPPLIES, TRAP, ETC., TO

MAKE A COMPLETE INSTALLATION.

S-1 UNDERMOUNT STAINLESS STEEL SINK (18X24) JUST US-1824A DELTA

COMMERCIAL

26C3922-LS 1.5 GPM 18 GAUGE TYPE 304 STAINLESS STEEL SINGLE BOWL UNDERMOUNT SINK. 18”

X 24” X 7-1/2” SINK WITH BOWL DIMENSION. PROVIDE DRAIN AND BASKET

STRAINER. PROVIDE ZURN Z1180 INTERCEPTOR UNDER SINK, CHROME

PLATED BRASS P-TRAP, LOOSE KEY STOPS. MANUAL FAUCET WITH

WRISTBLADE HANDLES AND 1.5 GPM LAMINAR FLOW CONTROL. PROVIDE

ASSE 1070 MIXING VALVE ON HOT SIDE SET TO 110° F, WATTS LFUSG-B-M2

MOUNTED IN CABINET BELOW.

EWC-1 BI-LEVEL ELECTRIC WATER COOLER - BOTTLE

FILLER

ELKAY EZSTL8WSL

K

N/A N/A 8.0 GPH WALL MOUNTED, PUSH BARS ON THE FRONT AND BOTH SIDES, STAINLESS

STEEL BASINS, 120V. BOTTLE FILLING STATION & VERSATILE BI-LEVEL ADA

COOLER, NON-FILTERED. CHILLING CAPACITY OF 8.0 GPH. FEATURES SHALL

INCLUDE HANDS FREE, GREEN TICKER, LAMINAR FLOW, ANTIMICROBIAL, REAL

DRAIN. FURNISHED WITH FLEXI-GUARD SAFETY BUBBLER. ELECTRONIC

BOTTLE FILLER SENSOR.