Palm_Harbor_Rec_Center_-_Plumbing_-_Combined.pdf
PDF 4 MB Posted
- Attached to
- Palm Harbor Recreation Center Addition State and local contract opportunity
- Solicitation number
- 26-0011-ITB-C
- Issued by
- Pinellas County, Clewiston City, Florida
About this file
This is a comprehensive plumbing design and specifications document for the Palm Harbor Recreation Center Addition, a 28,000 square foot two-story facility in Pinellas County, Florida, prepared by WJ Architects and VoltAir Inc. The project includes complete plumbing systems for a dual-purpose recreational facility and hurricane shelter designed to American Red Cross standards. The plumbing scope encompasses domestic water supply and distribution systems, sanitary waste and vent piping, storm drainage with hurricane-rated capacity, grease waste systems for the kitchen, compressed air, condensate drainage, and fuel oil supply for emergency generator backup. The system includes two electric water heaters (36 KW and 4.5 KW capacity), a 2,000-gallon emergency water storage tank, booster pump with diaphragm tank, and recirculation pumps for hot water distribution. The facility contains numerous plumbing fixtures across two levels including water closets, urinals, lavatories, accessible showers, hand sinks, floor drains, floor sinks, mop sink, washing machine supply/drain box, and ice maker supply. Plans indicate full coordination with structural, mechanical, and electrical systems, with provisions for fire-rated penetrations, seismic bracing, and code compliance per the 2023 Florida Building Code (8th Edition). The contract term is 425 consecutive calendar days from Notice to Proceed with liquidated damages assessed at $487.07 per calendar day for schedule delays.
The specifications detail all piping materials including PVC-C900 for domestic water, Schedule 40 PVC for gravity systems, and black steel for natural gas, with underground ferrous piping wrapped in 8-mil polyethylene membrane. Storm drainage systems are sized per ICC 500 hurricane shelter standards with primary and secondary (overflow) systems, incorporating rainfall rates of 100-year frequency plus 3 inches per hour for primary and plus 6 inches per hour for secondary drainage. All fixtures are specified by manufacturer and model with detailed trim and flow specifications, including accessible ADA-compliant options. Water hammer arrestors, pressure-reducing valves, thermal expansion tanks, thermostatic mixing valves set to 110°F, and backwater valves are integrated throughout. The existing building plumbing is scheduled for demolition with existing piping capped back to source or abandoned in place as intended for reuse. A non-mandatory pre-bid site visit and conference are scheduled for October 29, 2025, with contractor questions due by November 4, 2025. The design includes a 4,000-gallon underground double-wall fuel oil storage tank with emergency generator day tank provisions, emergency water supply system with booster pump, and elevator sump pump discharge provisions with 30" × 30" × 24" deep sump pit. All work must comply with state and local codes including E-Verify requirements, with Pinellas County establishing a 15% Small Business Enterprise participation goal for subcontractors.
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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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P-000
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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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
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N O
W L E
D G
E
T
A
N S
A N
D S
P E
C
IF
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A
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IO
N S C
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P L Y
W
IT
H T
P L
IC
A B
L E
M
IN
IM
U
M B
U
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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
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F E
N G
IN
E
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A
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A B
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F
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A F
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T A
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A R
D S
T E
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E
D B
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H E
L O
C A
L A
U T
H O
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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
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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
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
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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
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IF
IC
A T
IO
N
S P
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D U
C E
D B
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H E
A R
C H
IT
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C T
T H
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I D
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D E
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IG
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P L A
N S
D R
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IF
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N
S S
H A
L L N
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B E
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P R
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N V
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I N
A N
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A N
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A S
S
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D
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F
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P R
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M
IS
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N O
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C H
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B Y
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D
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A L A
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T O
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S I
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P L
IA
N C
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T A
T E
S T
A T
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T O
T H
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T O
F T
C H
IT
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C T
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F E
N G
IN
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W L E
D G
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T
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IF
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P L Y
W
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P L
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A B
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M
IN
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M B
U
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D
IN
G C
O D
E S A
N D
T
P L
IC
A B
L E
F
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A F
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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-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
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
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
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/
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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
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
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.
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