c._Plumbing-05-08-24-Walton_County_RR-SnS_-_DS.pdf
PDF 763 KB Posted
- Attached to
- Driftwood Road Municipal Parking Facility
- Solicitation number
- ITB 24-34
- Issued by
- Walton County, Florida
About this file
This is a plumbing design document for the Driftwood Transit Stop & Restroom project in Walton County, Florida, prepared by Stokes Architectural, Inc. and Anton Lee Engineering, LLC. The plumbing plans and specifications cover a municipal facility with detailed drawings for sanitary and vent systems, domestic water distribution, plumbing fixtures, and equipment installation. The document includes comprehensive technical specifications adhering to the 2023 Florida Building Code, Florida Mechanical Code, Florida Energy Conservation Code, Florida Plumbing Code, and various national engineering standards.
The plumbing design includes specific fixture selections such as wall-mounted water closets (including ADA-compliant models), urinals, lavatories, a drinking fountain, mop sink, and an electric water heater. The plans specify precise installation requirements, including pipe materials (PVC and copper), insulation standards, valve types, support configurations, and connection details. Detailed technical notes address critical aspects like pipe routing, penetration sealing, fixture mounting heights, and compliance with Americans with Disabilities Act (ADA) requirements. The design emphasizes thorough coordination with architectural and structural elements, ensuring a comprehensive and code-compliant plumbing system for the transit stop and restroom facility.
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1. PRIOR TO BEGINNING CONSTRUCTION, FIELD VERIFY THE EXACT LOCATION, SIZE, DEPTH, DIRECTION OF FLOW, CAPACITY, PIPE MATERIAL, AND CONDITION OF EXISTING PIPING TO
ENSURE THAT PROPER CONNECTIONS TO AND EXTENSION OF SUCH UTILITIES CAN BE MADE.
2. INVERT ELEVATIONS LISTED ARE APPROXIMATE. PRIOR TO CONSTRUCTION, FIELD VERIFY
EXISTING CONDITIONS AND MAKE ADJUSTMENTS AS REQUIRED TO ENSURE PROPER
CONNECTIONS TO UTILITIES.
3. SITE INSPECTION: CONTRACTOR SHALL VISIT THE SITE OF WORK PRIOR TO SUBMISSION OF HIS
BID AND THOROUGHLY FAMILIARIZE HIMSELF WITH THE WORKING CONDITIONS AND EXACT
NATURE OF THE WORK. SUBMISSION OF A BID ACKNOWLEDGES FULL RESPONSIBILITY FOR
PROVIDING ALL NECESSARY LABOR AND MATERIALS TO ENSURE COMPLETE, FUNCTIONAL,
AND COMPLIANT SYSTEMS. FAILURE TO MEET THIS REQUIREMENT SHALL NOT BE CONSIDERED
JUSTIFICATION FOR OMISSIONS, FAULTY WORK, OR THE PAYMENT OF ADDITIONAL
COMPENSATION.
4. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE WORK OF OTHER TRADES TO AVOID
CONFLICTS AND TO MINIMIZE INTERRUPTION OF SERVICES.
5. ALL WORK, METHODS, AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE PREVAILING
BUILDING CODE, INSPECTION REGULATIONS AND ALL OFFICIALS HAVING JURISDICTION.
6. DUE TO THE SCALE OF DRAWINGS, NOT ALL PIPING AND APPURTENANCES TO BE PROVIDED
ARE SHOWN. CONTRACTOR SHALL PROVIDE SERVICES INCLUDING, BUT NOT LIMITED TO, THE
FOLLOWING: PIPING INSIDE WALLS AND CHASES TO SERVE ADJACENT PLUMBING FIXTURES
AND EQUIPMENT, INDIVIDUAL FIXTURE SUPPLIES AND DRAINS, PIPING OFFSETS, VALVES, TRAPS, GAUGES, STRAINERS, AND UNIONS TO ENSURE THE COMPLETE AND FUNCTIONING
INSTALLATION OF FIXTURES AND EQUIPMENT.
7. COORDINATE ROUTING OF PIPING BELOW SLAB WITH COLUMN FOUNDATIONS, PILINGS,
GRADE BEAMS, UNDERGROUND PLUMBING, ELECTRICAL UTILITIES, AND OTHER SUB-SURFACE
BUILDING ELEMENTS.
8. DO NOT ROUGH-IN BASED UPON THESE DRAWINGS. REFER TO LATEST DRAWINGS PREPARED
BY THE ARCHITECT. THE FINAL LOCATIONS OF ALL PIPING SHALL ALLOW INSTALLATION OF
FIXTURES WITHOUT THE NEED TO FURR-OUT WALLS.
9. PRIOR TO ANY ROUGH-INS, COORDINATE ALL FIXTURE AND EQUIPMENT LOCATIONS AND
CONNECTION REQUIREMENTS WITH LATEST MANUFACTURER RECOMMENDATIONS AND
DRAWINGS AND SPECIFICATIONS. MAKE ADJUSTMENTS AND PROVIDE SERVICES AS
REQUIRED.
10. VERIFY EXACT LOCATION OF EQUIPMENT PRIOR TO ROUGH-IN OF DRAINS AND CLEANOUTS.
11. NO PIPING IS TO BE INSTALLED OPEN TO PUBLIC VIEW UNLESS NOTED OTHERWISE.
12. DO NOT INSTALL PIPING AT LOCATIONS THAT INTERFERE WITH SERVICE ACCESSIBILITY TO
EQUIPMENT.
13. ALL PENETRATIONS THROUGH FLOOR SLABS AND EXTERIOR WALLS SHALL BE SEALED
WATERTIGHT.
14. ALL EXISTING WALLS, FLOORS, DRIVEWAYS, SIDEWALKS, PARKING AREAS, FENCING, ETC.
DISTURBED DUE TO WORK DONE AND THAT ARE TO REMAIN SHALL BE REPAIRED TO
CONDITION THAT IS ACCEPTABLE TO THE ARCHITECT/ENGINEER AND OWNER.
15. COORDINATE ROUTING OF PIPING IN CEILING SPACES WITH MECHANICAL AND ELECTRICAL
EQUIPMENT, DUCTWORK AND CONDUIT. INSTALL TO CONSERVE HEADROOM AND TO CREATE
MINIMUM INTERFERENCE WITH USE OF SPACE. SHOULD A CONFLICT OCCUR THE
CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER PRIOR TO INSTALLING AN ALTERNATE
PIPING PLAN. GROUP PIPING AT COMMON ELEVATIONS WHENEVER PRACTICAL.
16. ALL VALVES INDICATED ON DRAWINGS SHALL BE LINE-SIZED (THE SAME SIZE AS THE PIPE THEY
SERVE) UNLESS NOTED OTHERWISE.
17. PROVIDE LOCKING ACCESS PANELS ACCEPTABLE TO ARCHITECT/OWNER AS REQUIRED TO
ENSURE ACCESS TO VALVES AND WATER HAMMERS.
18. PROVIDE CLEANOUTS IN ADDITION TO THOSE SHOWN AS REQUIRED BY CODE.
19. UPON COMPLETION OF WORK, THOROUGHLY ROD AND FLUSH OUT ALL GRAVITY DRAINAGE
PIPING TO ENSURE IT IS FREE FROM BLOCKAGES AND FLOWING FREELY.
20. PROVIDE PIPE CONNECTIONS AND VIBRATION ISOLATORS FOR INTERNALLY ISOLATED
MECHANICAL EQUIPMENTS.
21. COMPLY WITH MSS SP-58 (PIPE HANGERS AND SUPPORTS-MATERIALS, DESIGN, AND
MANUFACTURE), MSS SP-69 (PIPE HANGERS AND SUPPORTS-SELECTION AND APPLICATION),
MSS SP-89 (PIPE HANGERS AND SUPPORTS-FABRICATION AND INSTALLATION) FOR PIPE
HANGER SELECTIONS AND APPLICATIONS.
22. PROVIDE WALL SLEEVE AND ESCUTCHEON PLATES FOR ALL WALL PIPING PENETRATIONS.
GALVANIZED STEEL SHEET SLEEVES. PROVIDE A MINIMUM 1" ANNULAR SPACE. PROVIDE
CONTINUOUS INSULATION THROUGH SLEEVE.
23. PROVIDE STAINLESS STEEL SADDLE ON INSULATED PIPE.
24. PROVIDE STAINLESS STEEL HARDWARE ON ALL EXTERIOR VALVES.
25. PROVIDE INSULATION WITH VAPOR BARRIER AND ALL PURPOSE JACKET FOR DOMESTIC COLD
(DCW) AND HOT WATER (DHW) PIPING.
26. ALL ITEMS PROJECTING THROUGH ROOF SHALL BE FLASHED AND COUNTER-FLASHED A
MINIMUM OF 12" AND SHALL BE PAINTED TO MATCH ROOF COLOR. PROVIDE APPROVED
SEALS AT ALL ROOF PENETRATIONS. COORDINATE WITH ARCHITECTURAL.
27. PROVIDE VACUUM BREAKERS AT FIXTURES WITH HOSE THREAD CONNECTIONS.
28. UNDER SLAB SOIL, WASTE AND VENT PIPING PASSING TO UNDERSIDE OR THROUGH
FOUNDATION FOOTING, WALL OR GRADE BEAM SHALL BE PROVIDED WITH A RELIEVING
ARCH OR PIPE SLEEVE - TWO PIPE SIZES GREATER THAN PIPE SIZE INDICATED ON PLANS.
COORDINATE FINAL PIPE ROUTING AND LAYOUT WITH STRUCTURAL DRAWINGS.
29. SEE RESTROOM ELEVATIONS ON ARCHITECTURAL DRAWINGS FOR PLUMBING FIXTURES'
MOUNTING HEIGHT.
30. PRIOR TO SUBSTANTIAL COMPLETION OF NEW WORK AREAS, CONTRACTOR SHALL HAVE
SANITARY PLUMBING SYSTEM CLEARED OF DEBRIS OR ANY MATTER THAT WOULD INTERFERE
OR PREVENT ADEQUATE CONVEYANCE OF MATERIALS FROM MOVING THROUGH AND
TERMINATING INTO BUILDING OR PUBLIC DISPOSAL FACILITIES. PROVIDE BACTERIOLOGICAL
TEST FOR WATER SYSTEM.
31. PROVIDE TRAP PRIMER TO ALL FLOOR DRAINS.
32. ALL EXPOSED PIPING AND FITTINGS EXCEPT THOSE LOCATED IN MECHANICAL AND
CUSTODIAL ROOMS SHALL BE CHROME PLATED.
GENERAL PLUMBING NOTES
SANITARY PIPING (SAN)
VENT PIPING (V)
COLD WATER SUPPLY
PIPING (DCW)
HOT WATER SUPPLY
PIPING (DHW)
HOT WATER RETURN
PIPING (DHWR)
INTERIOR HOSE BIBB (HB)
OR
EXTERIOR WALL
HYDRANT (WH)
WALL CLEANOUT (WCO)
FLOOR CLEANOUT (CO)
FLOOR DRAIN (FD)
GRADE CLEANOUT
(GCO)
VENT THRU ROOF (VTR)
WATER HAMMER
ARRESTOR (WHA)
MIXING VALVE (MV)
ELBOW TURN UP
ELBOW TURN DOWN
BOTTOM CONNECTION
TOP CONNECTION
GATE VALVE
BALL VALVE
BUTTERFLY VALVE
BALANCING VALVE
SPRING CHECK VALVE
PRESSURE REDUCING
VALVE
TEMP/PRESSURE (T/P)
RELIEF VALVE. PIPE FULL
SIZE DISCHARGE TO
FLOOR DRAIN.
UNION
GLOBE VALVE
GAS COCK
STRAINER WITH BLOW
DOWN GATE VALVE
FULL SIZE OF STRAINER
AND 3/4" HOSE END
CONNECTION WITH CAP
PRESSURE GAUGE
TEMPERATURE GAUGE
PRV
PLUMBING LEGEND
1 SCALE
TITLE DESCRIPTION
DWG SCALE,
SCHEMATIC,
OR
NOT TO SCALE (NTS)
ABBREVIATIONS
PROJECT BUILDING CODE REQUIREMENTS
WORK SHALL COMPLY WITH THE FOLLOWING AGENCIES:
· 2023 FLORIDA BUILDING CODE
· 2023 FLORIDA MECHANICAL CODE
· 2023 FLORIDA ENERGY CONSERVATION CODE
· 2023 FLORIDA PLUMBING CODE
· 2023 FLORIDA FIRE PREVENTION CODE
· AMERICAN SOCIETY OF HEATING AND REFRIGERATION ENGINEERS (ASHRAE)
· AMERICAN SOCIETY OF PLUMBING ENGINEERS (ASPE)
· NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)
· 2020 NFPA 70 NATIONAL ELECTRICAL CODE
· NFPA 101 LIFE SAFETY CODE
SHEET NOTE
DETAIL NOTE
REVISION # AND CLOUD
M301
M301
BUILDING SECTION
BUILDING ELEVATION
AAV AIR ADMITTANCE VALVE
ABA ARCHITECTURAL BARRIERS ACT
ABS ACRYLONITRILE BUTADIENE STYRENE
PLASTIC
ADA AMERICANS WITH DISABILITY ACT
AFF ABOVE FINISH FLOOR
AGA AMERICAN GAS ASSOCIATION
ANSI AMERICAN NATIONAL STANDARDS
INSTITUTE
ASHRAE AMERICAN SOCIETY OF HEATING,
REFRIGERATING, AND
AIR-CONDITIONING
ENGINEERS
ASSE AMERICAN SOCIETY OF SANITARY
ENGINEERING
BFP BACKFLOW PREVENTER
CFH CUBIC FEET PER HOUR
CFM CUBIC FEET PER MINUTE
CO CLEANOUT
CW COLD WATER (POTABLE)
DCW DOMESTIC COLD WATER
DEG DEGREES
DF DRINKING FOUNTAIN
DIA DIAMETER
DN DOWN
ELEV ELEVATION
EWC ELECTRIC WATER COOLER
EWH ELECTRIC WATER HEATER
EPA ENVIRONMENTAL PROTECTION
AGENCY
FCO FLOOR CLEANOUT
FD FLOOR DRAIN
FT FOOT OR FEET
FV FLUSH VALVE
GALV GALVANIZED
GCO GRADE CLEANOUT
GPF GALLONS PER FLUSH
GPM GALLONS PER MINUTE
HB HOSE BIBB
HW HOT WATER
HWR HOT WATER RETURN
INV INVERT
IWH INSTANTANEOUS WATER HEATER
LAV LAVATORY
MECH MECHANICAL
NSF NATIONAL SCIENCE FOUNDATION
PSI POUNDS PER SQUARE INCH
SAN SANITARY
SK SINK
SS STAINLESS STEEL
TYP TYPICAL
T/P TEMPERATURE AND PRESSURE
TP TRAP PRIMER
U/G UNDERGROUND
V VENT
VTR VENT THROUGH ROOF
W/ WITH
W WASTE
WC WATER CLOSET (TOILET)
WCO WALL CLEANOUT
WH WALL HYDRANT
WHA WATER HAMMER ARRESTOR
NOTE:
NOT ALL ABBREVIATIONS ARE USED ON THIS
DRAWING
DRAINAGE, WASTE, AND VENT (DWV) PIPING NOTES:
PIPE SHALL BE PVC DWV TYPE.
ALL INDIRECT WASTE LINES SHALL HAVE A MINIMUM OF 2” AIR GAP OR TWICE THE EFFECTIVE DRAIN
DIAMETER (WHICH EVER IS LARGER) WHERE IT TERMINATES AT THE RECEPTOR.
ALL HUB/FLOOR/TRENCH DRAINS AND FLOOR SINKS SHALL BE PROVIDED WITH DEEP SEAL TRAPS.
SET TOP RIM OF ALL IN-FLOOR FIXTURES (DRAINS, FLOOR SINKS, CLEAN-OUTS, ETC.) FLUSH WITH
FINISHED FLOOR UNLESS DRAWINGS EXPLICITLY SPECIFY OTHERWISE.
CLEANOUTS LOCATED IN TRAFFIC-BEARING AREAS SHALL BE INSTALLED WITH A VEHICLE TRAFFIC BEARING BOX. THE BOX SHALL BE SET IN CONCRETE SLAB, EXTENDING AT LEAST 12” FROM THE PERIMETER OF THE CLEANOUT. THE SLAB SHALL BE NOT LESS THAN 6” THICK. THE CONCRETE SHALL BE
NOT LESS THAN 2,500 PSI.
DOMESTIC COLD AND HOT WATER PIPING NOTES:
PLUMBING CONTRACTOR SHALL INSTALL SHOCK ABSORBERS/WATER HAMMER ARRESTORS TO MEET
ALL STATE AND LOCAL CODE REQUIREMENTS.
PLUMBING CONTRACTOR SHALL INSTALL WATER SUPPLY PIPES SO THAT NO PIPE JOINTS ARE UNDER
FLOOR SLAB. ALL JOINTS WILL BE ABOVE THE FLOOR IN ACCESSIBLE WALLS.
ALL NEW HOT AND COLD-WATER PIPING IN WALLS, ABOVE CEILINGS, AND EXPOSED SHALL BE
INSULATED WITH AN INSULATION HAVING A MAXIMUM K FACTOR OF 0.28 @ 75°F MEAN
TEMPERATURE FOR 2” WALL, FLEXIBLE ELASTOMERIC THERMAL TYPE, CLOSED CELL INSULATION SIMILAR TO AP ARMAFLEX TUBE INSULATION (ARMACELL). INSULATE FITTINGS CONTINUOUSLY, BUT
DO NOT INSULATE VALVE BODIES AND FIXTURE SUPPLIES.
LONGITUDINAL SEAMS SHALL BE SEALED.
LATERAL SEAMS (BUTT JOINTS) SHALL BE SEALED ON COLD WATER PIPES ONLY. THICKNESS SHALL BE 3/4” FOR COLD WATER PIPES UP TO 1-1/4” DIA. AND 1' FOR COLD WATER PIPES 1-1/2” DIA AND
GREATER. THICKNESS SHALL BE 1” MIN. FOR ALL HOT WATER PIPES.
CONTRACTOR TO INSTALL ALL DOMESTIC HOT AND COLD-WATER PIPING LOCATED IN EXTERIOR
WALLS AND CEILING ON HEATED SIDE OF THE INSULATION.
COORDINATE PIPING INSTALLATION WITH GENERAL CONTRACTOR AND VERIFY NO BUILDING HWC
INSULATION IS COMPROMISED IN EXTERIOR WALLS.
HOT AND COLD WATER PIPING ABOVE GROUND SHALL BE TYPE ”M" HARD DRAWN COPPER TUBING ASSEMBLED WITH WROUGHT SWEAT FITTINGS. BRANCH PIPING MAY BE CROSS-UNKED POLYTHYLENE (PEX-A) TUBING AND ASTM F-1960 COLD EXPANSION FITTINGS. ALL WATER PIPING BELOW GRADE OR BELOW CONCRETE SLAB SHALL BE TYPE ”L”, COPPER TUBING, JOINTS IN COPPER TUBING SHALL BE
WITH SILVER SOLDER SIMILAR OR EQUAL TO SIL-PHOS.
ALL VALVES SHALL BE LINE SIZED.
PROJECT SPECIFIC NOTES
5/8/2024
DRAWING NUMBER:
DATE: FILE:
SHEET TITLE:
APPROVED BY:
REVISIONS:
21014
St o ke s
A rc hi te c tu ra l, In c
St o ke s
A rc hi te c tu ra l, in c
. h e re b y e xp re ss ly re se rv e s its c o m m o n-la w c o p yr ig ht a nd o th e r p ro p e rty ri g ht s to th e se p la ns
D ra w in g s a re n o t t o b e re p ro d uc e d , c ha ng e d
, o r c o p ie d in a ny fo rm w ha ts o e ve r, no r a re th e y to b e a ss ig ne d to a ny th ird p a rty w ith o ut fi rs t o b ta in in g th e e xp re ss w rit te n p e rm is si o n a nd c o ns e nt o f S to ke s A rc hi te c tu ra l, in c
DRAWN BY:
AL
CHECKED BY:
AL
A rc hi te c tu re
M a st e r P la nn in g
In te rio r D e si g n
C lo ve rd a le
B o ul e va rd
Fo rt
W a lto n
Be a c h, F lo rid a
Ph o ne
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-2
F x:
(8
) 6
-6
FL
L ic en se
: A R
L
C or p Li ce ns e
A
AC
Architectural Inc.
Stokes
M ir a m a r
B ea ch
Fl o ri d a
Drift woo d Tr ansi t Sto p &
Rest room
- W alto n Co unty
D ri ft w o o d R o a d
PROFESSIONAL SEAL:
ANTON LEE ENGINEERING, LLC
1765 E. NINE MILE RD., STE. 1 #220
PENSACOLA, FL 32514
CERTIFICATE OF AUTHORIZATION:
FL 32794 | AL 5685-E
ANTON LEE, P.E.
FL PE# 82369 | AL PE# 37427-E
PROJECT NUMBER 21-147
AL
ILF
O AD
No 82369
STATE OF
ESNECIL
PROFES SIONAL E NGR IN
E
RE
A
TN NO EEL
Th is it em h as b ee n di gi ta lly s ig ne d an d se al ed b y
An to n Le e, P
E, o n
/0 8/
. P rin te d co pi es o f t hi s do cu m en t a re n ot c on si de re d si gn ed a nd s ea le d an d th e si gn at ur e m us t b e ve rif ie d on a ny e le ct ro ni c co pi es
P-001
PLUMBING
LEGEND AND NOTES
WATER HAMMER SCHEDULE
PIPE
SIZE SIZE AIR
CHAMBER
FIXTURE UNIT
CAPACITY
1/2" A 1 TO 11
3/4" 12 TO 32
1" 33 TO 60
60 PSIG
WATER HAMMERS SHALL MEET ASSE 1010 AND BE SIZED
PER PDI STANDARDS
2 WATER HAMMER ARRESTER DETAIL
NOT TO SCALE
WATER
HAMMER
ARRESTOR
B C
WATTS
MODEL #
LF15M2-A
LF15M2-B
LF15M2-C
60 PSIG
60 PSIG
U-BOLT
INSULATION
INSULATED
PIPE
INSULATION SADDLE
UNINSULATED PIPE
2"x2"x1/4" GALVANIZED STEEL
ANGLE SUPPORT WELDED AND
SECURE TO WALL STRUCTURE.
PAINT SUPPORT. COORDINATE
COLOR WITH ARCHITECTURAL.
1 PIPE SUPPORT DETAIL
NOT TO SCALE
4 VENT THRU ROOF DETAIL
NOT TO SCALE 5 PIPE HANGER SUPPORT DETAIL
NOT TO SCALE
HANGER RODS
PIPE SHIELD
INSULATION SHALL BE
CONTINUOUS
THROUGH PIPE
HANGER AND
SUPPORT
UNISTRUT CHANNEL
PIPE
PIPE
AROUND
DRAIN
24"
1/ 2"
FLOOR DRAIN. COORDINATE WITH TILE
INSTALLATION WHERE APPLICABLE
6 FLOOR DRAIN DETAIL
NOT TO SCALE
INSTALL FLOOR DRAIN
1/2" BELOW FINISHED
FLOOR. GROUT TILE AND
ADJUST AS REQUIRED
FLUSH WITH DRAIN.
MIN.
12"
MIN.
12"
VENT STACK
VENT CAP
FLASHING. COORDINATE
WITH ARCHITECTURAL
INSULATION
ROOFING MATERIALS
CAULK AND SEAL
WATER TIGHT
ROOF CONSTRUCTION.
SEE ARCHITECTURAL.
CLAMPING
COLLAR. SECURE
TO STRUCTURE.
VENT STACK
VENT STACK
FLASHING SLEEVE
PLUMBING FIXTURE AND EQUIPMENT SCHEDULE - WALTON COUNTY TRANSIT AND RR
MARK FIXTURE
BASIS OF DESIGN
CONNECTIONS
DESCRIPTION
SAN DCW DHW
MANUFACTURER MODEL/MODEL# (IN) (IN) (IN)
P-1 WATER CLOSET KOHLER K-4325 3 1 - WALL-MOUNT ELONGATED TOILET. WHITE VITREOUS CHINA. 1.28 GPF. 1-1/2" TOP INLET SPUD. WHITE HEAVY DUTY SEAT. MANUAL FLUSH VALVE. STANDARD HEIGHT. PROVIDE WITH
K-7535 CP FLUSHOMETER AND ZURN ZZ1203NL4/R4 CARRIER.
P-1A WATER CLOSET (ADA) KOHLER K-4325 3 1 - WALL-MOUNT ELONGATED TOILET. WHITE VITREOUS CHINA. 1.28 GPF. 1-1/2" TOP INLET SPUD. WHITE HEAVY DUTY SEAT. MANUAL FLUSH VALVE. STANDARD HEIGHT. PROVIDE WITH
K-7535 CP FLUSHOMETER AND ZURN ZZ1203NL4/R4 CARRIER. MOUNT PER ADA HEIGHT.
P-2 URINAL KOHLER K-4991-ET-0 2 3/4 - WALL MOUNT URINAL. WHITE VITREOUS CHINA. 0.125 GPF. 3/4" TOP INLET SPUD. PROVIDE WITH K-7542-CP EXPOSED CHROME PLATED FLUSH VALVE AND ZURN ZZ1221 CARRIER.
P-3 LAVATORY - WALL MOUNT
KOHLER K-2867
1-1/2 1/2 1/2 WALL MOUNT SINK. 20"x18" VITREOUS CHINA. FRONT OVERFLOW. FAUCET LEDGE. PROVIDE WITH CONCEALED ARMS CARRIER. PROVIDE WITH GRID STRAINER, P-TRAP, STOP WITH FLEXIBLE SUPPLIES, ADA-TRAP, STOP AND SUPPLY PROTECTORS. DECK MOUNTED FAUCET: PROVIDE WITH METERING FAUCET WITH GRID DRAIN, MIXING VALVE AND DECK PLATE.
AMERICAN STD A1340105002
P-4 DRINKING FOUNTAIN ELKAY LZSTL8WSVRSK 1-1/4 1/2 -
VANDAL-RESISTANT BOTTLE FILLING STATION & VERSATILE BI-LEVEL ADA COOLER, HIGH EFFICIENCY FILTERED REFRIGERATED STAINLESS. CHILLING CAPACITY OF 8.0 GPH (GALLONS PER HOUR) OF 50°F DRINKING WATER, BASED ON 80°F INLET WATER AND 90°F AMBIENT, PER ASHRAE 18 TESTING. FEATURES SHALL INCLUDE HANDS FREE, FILTER REMINDER, LAMINAR FLOW, ANTIMICROBIAL, REAL DRAIN. FURNISHED WITH SAFETY BUBBLER. ELECTRONIC BOTTLE FILLER SENSOR WITH MECHANICAL FRONT BUBBLER BUTTON ACTIVATION. PRODUCT SHALL BE WALL MOUNT (INWALL FRAME/PLATE), FOR INDOOR APPLICATIONS, SERVING 2 STATION(S). MOUNT TO COMPLY ADA REQUIREMENTS AS REQUIRED PER ARCHITECTURAL
DRAWINGS. 115V/1PH/60HZ. PROVIDE WITH FILTER SYSTEM KIT. LEAD-FREE DESIGN.
P-5 MOP SINK FIAT MSBIDTG 2 1/2 1/2 24"x24" SQUARE MOLDED STONE MOPE SERVICE BASIN. 10" DEEP. PROVIDE WITH INTEGRAL DRAIN GASKET, HOSE AND WALL BRACKET, STAINLESS STEEL MOP HANGER BRACKET.
FAUCET - 8" WALL MOUNT SERVICE SINK FAUCET WITH CHROME PLATED FAUCET, VACUUM BREAKER, INTEGRAL STOPS, ADJUSTABLE WALL BRACE, PAIL HOOK.
EWH-1 ELECTRIC WATER HEATER AO SMITH DEL-20 1-1/4 3/4 3/4
HEATER SHALL BE RATED AT 3 KW, 240V/1PH/60HZ, AND LISTED BY UL. TANK SHALL BE 20 GAL CAPACITY. HEATER SHALL HAVE 150 PSI WORKING PRESSURE AND BE EQUIPPED WITH EXTRUDED HIGH DENSITY ANODE ROD. ALL INTERNAL SURFACES OF THE HEATER EXPOSED TO WATER SHALL BE GLASS-LINED WITH AN ALKALINE BOROSILICATE COMPOSITION THAT HAS BEEN FUSED TO STEEL BY FIRING AT A TEMPERATURE RANGE OF 1600°F. ELECTRIC HEATING ELEMENTS SHALL BE MEDIUM WATT DENSITY WITH ZINC PLATED COPPER SHEATH. EACH ELEMENT SHALL BE CONTROLLED BY AN INDIVIDUALLY MOUNTED THERMOSTAT AND HIGH TEMPERATURE CUTOFF SWITCH. THE OUTER JACKET SHALL BE OF BAKED ENAMEL FINISH AND SHALL BE PROVIDED WITH FULL SIZE CONTROL COMPARTMENT FOR PERFORMANCE OF SERVICE AND MAINTENANCE THROUGH HINGED FRONT PANELS AND SHALL ENCLOSE THE TANK WITH FOAM INSULATION. THE DRAIN VALVE SHALL BE LOCATED IN THE FRONT FOR EASE OF SERVICING. HEATER TANK SHALL HAVE A THREE YEAR LIMITED WARRANTY AS OUTLINED IN THE WRITTEN WARRANTY. FULLY ILLUSTRATED INSTRUCTION MANUAL SHALL BE INCLUDED.
MV MIXING VALVE LEONARD 370-LF - 3/4 3/4
LEAD FREE THERMOSTATIC POINT OF USE MIXING VALVE, BRONZE BODY, VANDAL RESISTANT LOCKED TEMPERATURE ADJUSTMENT CAP. INTEGRAL CHECK VALVES ON HOT AND COLD INLETS. MIN. FLOW: 0.5 GPM. PROVIDE WITH MOUNTING BRACKET, BALL VALVES, DIAL THERMOMETER AND TEE, CHROME PLATED. PRESSURE DROP 10 PSI @ 6 GPM. ASSE 1017 AND
1070 CERTIFIED.
FD FLOOR DRAIN WADE 1100-STD 3 1/2 - CAST IRON BODY FLOOR DRAIN WITH ROUND TOP AND TRAP PRIMER CONNECTION. NICKEL BRONZE STRAINER TOP FINISH. PROVIDE WITH TRAP PRIMER CONNECTION.
CO FLOOR CLEANOUT WADE 8000-STD SEE FLP ADJUSTABLE FLOOR CLEANOUT WITH BOTTOM OUTLET, CLEANOUT GASKETED PLUG, ROUND TOP AND SATIN NICKEL BRONZE TOP FINISH, SCORIATED COVER.
WCO WALL CLEANOUT ZURN Z1446 SEE FLP WALL CLEANOUT WITH ROUND WALL ACCESS COVER AND POLISHED STAINLESS STEEL COVER.
HB HOSE BIBB WOODFORD 24 - 3/4 - ANTI SIPHON, VACUUM BREAKER, CHROME FINISH, WHEEL HANDLE AND LOOSE TEE KEY.
NOTES:
1. PROVIDE WITH ALL REQUIRED ACCESSORIES AND FITTINGS FOR A COMPLETE INSTALLATION.
2. PROVIDE WATER HAMMER ARRESTORS ON COLD AND HOT WATER SUPPLY BRANCHES. REFER TO WATER HAMMER ARRESTOR SCHEDULE.
3. REFER TO ARCHITECTURAL DRAWINGS FOR ALL PLUMBING FIXTURES' MOUNTING HEIGHT. COORDINATE WITH ADA REQUIREMENTS.
4. PROVIDE FULL SIZE WATER AND SANITARY PIPING TO EACH FIXTURE UNLESS NOTED OTHERWISE.
5. UNLESS NOTED OTHERWISE, PROVIDE BASIS OF DESIGN MANUFACTURER AND MODEL OR APPROVED EQUAL WITH PERFORMANCE, COMPONENTS AND TRIM
OPTIONS WHICH EXCEED OR EQUAL TO BASIS OF DESIGN.
6. ALL EXPOSED DOMESTIC WATER AND P-TRAP BELOW SINK SHALL BE CHROME PLATED.
7. COORDINATE POWER REQUIREMENTS WITH ELECTRICAL.
PAVED
UNPAVED
ASPHALT CONCRETE
S
6"
SECTION A - A
A A
PENETRATING
PICKHOLES REQUIRED
"S" CAST
LETTERING
REQUIRED
US FOUNDRY FG
COVER, OR EQUIV.
US FOUNDRY 7623
HANDHOLE RING, OR
EQUIV.
18"x18" 3,000 PSI
CONCRETE PAD
CAST IRON CLEANOUT
FRAME & COVER. SEE
SECTION A-A'
MATCH DEPTH OF
ADJACENT ASPHALT AND
BASE IN ASPHALT AREAS
SCREW TYPE PVC
CLEAN-OUT PLUG WITH
RAISED SQUARE HEAD DETAIL 3 NOTES:
1. CLEAN-OUT PIPE AND FITTINGS TO MATCH
SIZE OF LINE INTO WHICH ACCESS IS BEING
PROVIDED.
2. MATCH DEPTH OF ADJACENT CONCRETE
SIDEWALK OR PAVEMENT IN CONCRETE
AREAS (MIN. THICKNESS TO BE AS REQUIRED
TO EXTEND 2" BELOW BOTTOM OF CAST
IRON FRAME).
3. DEPTH VARIES. MIN. 30". COORDINATE WITH
CIVIL.
PVC CLEAN-OUT ADAPTER
PRE-FAB CONCRETE DONUT. (HEIGHT
OF DONUT SHALL ALLOW FOR FREE
PASSAGE OF A LAWN MOWER).
SWEEPING 90-DEGREE
PVC BEND (SIZE VARIES
SEE UTILITY PLAN)
SWEEPING 90-DEGREE
PVC BEND (SIZE VARIES
SEE UTILITY PLAN)
SEE NOTE 2
SEE BELOW FOR ADAPTER
AND PLUG DETAILS
SEE NOTE 3
SEE NOTE 3
3 GRADE CLEANOUT DETAIL
NOT TO SCALE
5/8/2024
DRAWING NUMBER:
DATE: FILE:
SHEET TITLE:
APPROVED BY:
REVISIONS:
21014
St o ke s
A rc hi te c tu ra l, In c
St o ke s
A rc hi te c tu ra l, in c
. h e re b y e xp re ss ly re se rv e s its c o m m o n-la w c o p yr ig ht a nd o th e r p ro p e rty ri g ht s to th e se p la ns
D ra w in g s a re n o t t o b e re p ro d uc e d , c ha ng e d
, o r c o p ie d in a ny fo rm w ha ts o e ve r, no r a re th e y to b e a ss ig ne d to a ny th ird p a rty w ith o ut fi rs t o b ta in in g th e e xp re ss w rit te n p e rm is si o n a nd c o ns e nt o f S to ke s A rc hi te c tu ra l, in c
DRAWN BY:
AL
CHECKED BY:
AL
A rc hi te c st e r P la nn rio r D e si g n
C lo ve rd a le
B o ul e va rd
Fo rt
W a lto n
Be a c h, F lo rid a
Ph o ne
0)
-2 x:
(8
) 6
-6
FL
L ic en se
: A R
C or p Li ce ns e
A
AC
Architectural Inc.
Stokes
M ir a m a r
B ea ch
Fl o ri d a
Drift woo d Tr ansi t Sto p &
Rest room
- W alto n Co unty
D ri ft w o o d R o a d
PROFESSIONAL SEAL:
ANTON LEE ENGINEERING, LLC
1765 E. NINE MILE RD., STE. 1 #220
PENSACOLA, FL 32514
CERTIFICATE OF AUTHORIZATION:
FL 32794 | AL 5685-E
ANTON LEE, P.E.
FL PE# 82369 | AL PE# 37427-E
PROJECT NUMBER 21-147
AL
ILF
O AD
No 82369
STATE OF
ESNECIL
PROFES SIONAL E NGR IN
E
RE
A
TN NO EEL
Th is it em h as b ee n di gi ta lly s ig ne d an d se al ed b y
An to n Le e, P
E, o n
/0 8/
. P rin te d co pi es o f t hi s do cu m en t a re n ot c on si de re d si gn ed a nd s ea le d an d th e si gn at ur e m us t b e ve rif ie d on a ny e le ct ro ni c co pi es
P-002
PLUMBING
SCHEDULES AND DETAILS
NOT TO SCALE4
LOW BOY EWH MOUNTING DETAIL
TEMPERATURE & PRESSURE
RELIEF VALVE, PIPE FULL
SIZE TO (E)MOP SINK
HOSE BIB WITH VACUUM BREAKER,
ELL DOWN TO SAFETY PAN
INSULATE CORNER OF PAN
AND BRACKET @ 3 SIDES
GALVANIZED SAFETY PAN WITH
1" SAFETY DRAIN TO FLOOR
DRAIN OR MOP SINK
3/4" EXTERIOR GRADE PLYWOOD
SHELF, ANCHOR TO BRACKET,
PAINT TO MATCH WALL FINISH
PROVIDE GALVANIZED METAL
ANGLE IRON WALL BRACKET,
ANCHOR TO STRUCTUREA
PP
RO
X.
'-6
" T O
F
IN
IS
HE
D F
LO
O
R
W A
LL
TEMPERATURE AND
PRESSURE (T&P) RELIEF
VALVE.
ROUTE T&P DISCHARGE
PIPE FULL SIZE TO FLOOR
DRAIN WITH AIR GAP.
DRAIN PAN
UPPER ELEMENT AND
THERMOSTAT ACCESS
LOWER ELEMENT AND
THERMOSTAT ACCESS
VACUUM RELIEF VALVE
EXPANSION TANK EQUAL
TO WATTS PLT-12
DRAIN VALVE
ELECTRIC WATER HEATER + MIXING VALVE DETAIL5 NOT TO SCALE
PROVIDE EWH-1 ELECTRIC
WATER HEATER, 10 GALLON,
3,000 WATTS, 208V/1PH.
3 TRAP PRIMER DETAIL
NOT TO SCALE
DETAIL KEY NOTES:
1/2" CW. CONNECT TRAP PRIMER
BRANCH OFF THE TOP OF THE SUPPLY
LINE TO PREVENT SEDIMENT FROM
SETTLING ON TRAP PRIMER VALVE.
MINIMUM 1".
ISOLATION BALL VALVE.
DIELECTRIC UNION.
PRESSURE ACTUATED TRAP PRIMER.
DISTRIBUTION UNIT.
1/2" TRAP PRIMER LINE.
TRAP PRIMER LINE PENETRATE
THROUGH FLOOR. SEAL WATER TIGHT.
SLOPE HORIZONTAL PIPING AT 1/4"
PER FT MINIMUM.
MIN. 12" AFF.
FLOOR DRAIN TRAP PRIMER
CONNECTION.
8 9
FLOOR DRAIN
NOTES:
1. PROVIDE TRAP PRIMER ON ALL FLOOR DRAINS, FLOOR SINKS AND
HUB DRAINS AS NOTED.
2. PROVIDE DISTRIBUTION UNIT TO SERVE MULTIPLE TRAPS.
3. ACCESS DOOR: PROVIDE MIN 12"x24" LARGE ENOUGH FOR
MAINTENANCE AND PARTS REMOVAL. COORDINATE LOCATION
WITH ARCHITECTURAL.
4. MECHANICAL ROOM INSTALLATION: ALL PIPING AND PARTS SHALL
BE EXPOSED. ACCESS DOOR NOT REQUIRED. SUPPORT PIPING OFF
FLOOR WITH GALVANIZED METAL FRAMING CHANNELS WITH PIPE
CLAMPS AND SECURE TO FLOOR.
5. INSTALL VERTICALLY AND SUPPORT PER MFR RECOMMENDATION.
H C
HEAT TRAP
TEMPERED FIXTURES
THERMOMETER
1-1/2" CW 1-1/2" HW
1-1/2" CW
MV
EWH-1
P-1A P-1A P-2
P-3
P-3 P-3
P-3 P-1
P-4
P-5
FD FD
FD FD
FD FD
GCO GCO
FD
FD
P-1 P-1 P-2
P-3
P-3 P-3
P-3 P-1
P-4
HB HB
P-5
WH
FD FD
FD FD
FD FD
FD
FD
TO TRAP PRIMER
4" SAN 4" SAN. INVERT AT
(-2'-0"). SEE CIVIL
FOR CONTINUATION.
FINISH FLOOR
ELEVATION @ 0-0"
3" SAN 3" SAN
3" SAN
2-1/2" VTR
1-1/2" DCW. SEE CIVIL
FOR CONTINUATION
ELECTRIC WATER
HEATER
LOCATE WATER
HEATER ABOVE
MOP SINK. SEE
PLUMBING
DETAIL.
WCO
NOTE:
ALL FD SHALL BE PROVIDED
WITH TRAP PRIMER
1-1/2" DCW
1" HW
1-1/2" DCW
1" HW
1-1/2" DCW
1-1/2" HW
3/4" DCW/DHW
DN TO P-3 AND
P-5. TYP.
1-1/2" DCW DN TO
P-1 OR P-1A. TYP.
3/4" DCW DN TO
P-2. TYP.
3/4" DCW
DN TO P-4.
PROVIDE LINE SIZE ISOLATION
VALVE AT 24" AFF.
GCO
TP
FD
TP
TP
FD
TP
FD
TP
FD
FD
TP
P-1A
P-1A
FD
TP
P-3
P-1
WCO
P-5
P-3
FD
TP
P-2
P-3
4" SAN
4" SAN
4" SAN
SEE CIVIL FOR
CONTINUATION
2-WAY
GCO
2" V
2" V
2" V 2" V
2" V
2" V
2" V
2" V
4" SAN
3" SAN
3" SAN
2" SAN
P-4
2" V
2" V
2" V
4" SAN
3"
3" 4"
2-1/2" V
2-1/2" V
2-1/2" VTR
5/8/2024
DRAWING NUMBER:
DATE: FILE:
SHEET TITLE:
APPROVED BY:
REVISIONS:
21014
St o ke s
A rc hi te c tu ra l, In c
St o ke s
A rc hi te c tu ra l, in c
. h e re b y e xp re ss ly re se rv e s its c o m m o n-la w c o p yr ig ht a nd o th e r p ro p e rty ri g ht s to th e se p la ns
D ra w in g s a re n o t t o b e re p ro d uc e d , c ha ng e d
, o r c o p ie d in a ny fo rm w ha ts o e ve r, no r a re th e y to b e a ss ig ne d to a ny th ird p a rty w ith o ut fi rs t o b ta in in g th e e xp re ss w rit te n p e rm is si o n a nd c o ns e nt o f S to ke s A rc hi te c tu ra l, in c
DRAWN BY:
AL
CHECKED BY:
AL
A rc hi te c st e r P la nn rio r D e si g n
C lo ve rd a le
B o ul e va rd
Fo rt
W a lto n
Be a c h, F lo rid a
Ph o ne
0)
-2 x:
(8
) 6
-6
FL
L ic en se
: A R
C or p Li ce ns e
A
AC
Architectural Inc.
Stokes
M ir a m a r
B ea ch
Fl o ri d a
Drift woo d Tr ansi t Sto p &
Rest room
- W alto n Co unty
D ri ft w o o d R o a d
PROFESSIONAL SEAL:
ANTON LEE ENGINEERING, LLC
1765 E. NINE MILE RD., STE. 1 #220
PENSACOLA, FL 32514
CERTIFICATE OF AUTHORIZATION:
FL 32794 | AL 5685-E
ANTON LEE, P.E.
FL PE# 82369 | AL PE# 37427-E
PROJECT NUMBER 21-147
AL
ILF
O AD
No 82369
STATE OF
ESNECIL
PROFES SIONAL E NGR IN
E
RE
A
TN NO EEL
Th is it em h as b ee n di gi ta lly s ig ne d an d se al ed b y
An to n Le e, P
E, o n
/0 8/
. P rin te d co pi es o f t hi s do cu m en t a re n ot c on si de re d si gn ed a nd s ea le d an d th e si gn at ur e m us t b e ve rif ie d on a ny e le ct ro ni c co pi es
PLUMBING PLAN - DOMESTIC WATER2
4' 8'
SCALE: 1/4"=1'-0"
4' 0'
P-101
PLUMBING
PLAN AND DETAILS
PLUMBING PLAN - SANITARY AND VENT1
4' 8'
SCALE: 1/4"=1'-0"
4' 0'
PLUMBING RISER DIAGRAM - SANITARY AND VENT6
SCHEMATIC
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