c._Plumbing-05-08-24-Walton_County_RR-SnS_-_DS.pdf

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Attached to
Driftwood Road Municipal Parking Facility
Solicitation number
ITB 24-34
Issued by
Walton County, Florida

About this file

Plumbing Plan and Specifications Summary

This document is a comprehensive plumbing design specification and detail sheet prepared by Stokes Architectural, Inc. and Anton Lee Engineering, LLC for the Driftwood Transit Stop & Restroom project located at 79 Driftwood Road in Walton County, Florida. The specifications outline complete plumbing system requirements for a municipal facility incorporating domestic water supply piping (cold water, hot water, and hot water return lines), drainage, waste, and vent (DWV) systems, and fixture installations. The project requires PVC DWV piping, Type M hard-drawn copper tubing for above-ground domestic water lines, and Type L copper tubing for below-grade applications. All work must comply with the 2023 Florida Building Code, Florida Plumbing Code, Florida Mechanical Code, ASHRAE standards, and applicable NFPA codes. The specification includes detailed schedules for plumbing fixtures including water closets (both standard and ADA-compliant), urinals, wall-mounted lavatories, drinking fountains, mop sinks, floor drains, cleanouts, hose bibbs, and an electric water heater rated at 3 kW, 240V/1PH/60HZ with a 20-gallon capacity. The document provides comprehensive installation notes addressing field verification of existing utilities, coordinate requirements with other trades, proper pipe support and hanger installation per MSS standards, insulation requirements for hot and cold water piping, water hammer arrestor sizing and placement, and pressure relief valve configurations.

Key technical requirements include provisions for trap primers on all floor drains, proper slope and support of horizontal piping at minimum 1/4" per foot, chrome-plated exposed piping except in mechanical and custodial rooms, watertight sealing of all floor slab and exterior wall penetrations, and coordination of piping routing with structural, mechanical, and electrical systems to minimize conflicts and maintain headroom. The contractor is required to conduct site inspections prior to bid submission and must provide shock absorbers/water hammers meeting ASSE 1010 standards, pressure-reducing valves with integral check valves, and metering faucets with mixing valve capabilities. All joints in water supply piping must be located in accessible walls above finished floors to prevent installations under floor slabs. The specification mandates field verification of exact fixture locations and equipment connection requirements prior to rough-in work and requires bacteriological testing of the water system prior to substantial completion, with all gravity drainage piping thoroughly rodded and flushed to ensure proper operation and freedom from blockages.

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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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2024-05-08T12:22:24-0500
Anton Lee

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