Plumbing_Drawings_-_Daytona_Beach_Main_Street_Pier_Repairs_2026_-_Signed.pdf

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2019-4115

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CERT #4270

SEAL:

PROJECT TITLE:

ISSUE:

CITY OF DAYTONA BEACH

MAIN STREET PIER

PARTIAL BOARDWALK AND

RAILING REPLACEMENT

PERMIT SET

JO

SE

RAFAEL L IZASOA IN

No. 60785

PROFESS I ONA L ENG I N

EE

R

L I CENSE

F L O R I D A

STATE OF

Jo se

R . L iz as oa in

PE

This item has been electronic signed and sealed by Jose R. Lizasoain on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

05/23/25

POINT OF DISCONNECTION

DOUBLE WYE

WYE

WYE WITH VENT UP

TEE BRANCH

PLUMBING SYMBOLS AND ABBREVIATIONS

PIPE FITTINGS

FLANGE

UNION

ANCHOR

PIPE GUIDE

ECCENTRIC REDUCER

CONCENTRIC REDUCER VALVE IN VERTICAL

POINT OF CONNECTION

PIPE CAP

TEE UP

TEE DOWN

ELBOW UP

ELBOW DOWN

REFERENCE SYMBOLS

EQUIPMENT NAME AND NUMBER

PLAN NOTE NUMBER

PLUMBING ABBREVIATIONS

REVISION NUMBER

ELEVATION SYMBOL

WATER PIPING SYSTEMS:

COLD WATER

HOT WATER

HOT WATER RETURN

WASTE AND VENT SYSTEMS:

INDIRECT WASTE

CLEARWATER WASTE

FORCE MAIN

STORM

VENT

ST

FM

IW

CWW

CWV CLEARWATER VENT

OD OVERFLOW DRAIN LINE

PIPING SYSTEM LABELS AND ABBREVIATIONS

NOTE: NOT ALL SYMBOLS AND ABBREVIATIONS INDICATED HERE ARE USED IN THE DRAWINGS AND MAY NOT

APPLY TO THIS PROJECT. ADDITIONAL SYMBOLS MAY BE INDICATED IN THE DRAWINGS.

NOTE:

(X) PRIOR TO SYSTEM TYPE DENOTES

EXISTING PIPING OR FIXTURES

(F) PRIOR TO SYSTEM TYPE DENOTES

FUTURE PIPING

WASTE OR SOIL LINESAN

S

DRAIN PLUG

CONSTANT FLOW REGULATOR

PETE'S PLUG

AIR VENT, AUTOMATIC

AIR VENT, MANUAL

FLOW SWITCH

PLUG VALVE

DIAPHRAGM VALVE

TRIPLE DUTY VALVE

DRAIN VALVE

FLOAT OPERATED VALVE

QUICK OPENING VALVE

GATE VALVE

ANGLE VALVE

DIRECTION OF FLOW

POST INDICATOR VALVE

GAS OUTLET

GLOBE VALVE

BALL VALVE

BUTTERFLY VALVE

HOSE BIBB

VALVE IN BOX

WALL HYDRANT

THERMOMETER

PRESSURE GAUGE

SOLENOID VALVE

GAS REGULATOR

CHECK VALVE

PRESSURE SWITCH

BALANCING VALVE

FLOW SENSING DEVICE

PRESSURE RELIEF VALVE

FLEXIBLE CONNECTION

EXPANSION JOINT

SHUTOFF VALVE

PRESSURE REDUCING VALVE

PIPE VALVES AND SPECIALTIES

3-WAY MIXING VALVE

WH

EJ

FM

FS

R

AV

MV

LINE CONTINUATION BREAK

AB

ACC

ADJ.

AFF

AFG

ALT

AP

APPROX.

ARCH

ASSY

AVG

BFF

BLDG

BOT

BOP

BT

BTU

BTUH

BTW

CAP

CFCI

CFH

CFM

CL

CLG

CMU

CO

COND

CONT

COP

CTR

CU

CW

CWFU

DD

DEG

DET

DFU

DIA

DIM

DN

DS

DT

DWG.

E

EA

EC

EEW

EFF.

EJ

ELEC

ELEV

EM

EQUIP

ES

ET

ETR

EWC

EWH

EWT

EXH

EXP

EXST

EXT

F

FCO

FD

FFE

FLA

FLR

FM

FP

FPM

FPS

F&T

FT

FTG

FU

GA

GAL

GALV

GC

GPM

GPH

HB

HD

HP

H.P.

HVAC

HW

HWRP

ID

IE

IN

KO

L

LBS.

LB/HR

L.F.

LP

LTG

LWT

MAX

MB

MBH

MC

MCA

MCC

MEP

MER

MEZZ

MFR

MH

MIN.

MISC

MTD

MTG

NA

NIC

NO

NPS

NPSH

NPT

NR

NTS

OC

OD

OFCI

OFOI

OLP

OV

P

PC

PCF

PD

PH

PIV

PLBG

POC

PP

PPH

PRV

PSF

PSI

PSIA

PSIG

PVC

RAD

RCP

RD

REC

RECPT

REQD

RF

RI

RPM

RPZ

RV

S

SCH

SDR

SH

SHT

SOG

SPEC

SQ

SS

S/S

STD

STRU

T&P

TBR

TD

TDFU

TEMP

TOB

TOD

TOJ

TOP

TOS

T STAT

TWFU

TYP

UNO

V

VEL

VIB

VOL

VTR

W W/ W/O

WC

WSFU

WG

DETAIL REFERENCE

TOP DESIGNATES DETAIL NUMBER

BOTTOM DESIGNATES SHEET NUMBER

SECTION REFERENCE

TOP DESIGNATES SECTION NUMBER

BOTTOM DESIGNATES SHEET NUMBER

FCO

DRAINS AND CLEANOUTS

FLOOR DRAIN

ROOF DRAIN

HUB DRAIN

CLEANOUT

FIXTURE WASTE TRAP

FLOOR CLEANOUT

CO

UNDERFLOOR FOR WASTE OR SOIL,

SUBSOIL, STORM & FORCE MAIN

PIPELINE STRAINER

2-WAY CONTROL VALVE (VALVE

BODY AS SPECIFIED)

4-WAY VALVE WITH ARROW

INDICATING FAIL POSITION

BACKFLOW PREVENTER

DIRECTION OF PITCH RISE (R) OR

DROP (D)

DEMOLITION OF PIPING,

DEVICE, ETC.

PLUMBING FIXTURE STOPS

FIRE PROTECTIONF

CONDENSATE DRAINCD

PS

WATER HAMMER ARRESTOR

GAS SHUTOFF VALVE

STEAM TRAP

EXISTING PIPING, DUCTWORK,

EQUIPMENT, DEVICES, ETC. TO BE

DEMOLISHED

EXISTING PIPING, DUCTWORK OR

EQUIPMENT TO REMAIN

NEW PIPING, DUCTWORK OR

EQUIPMENT

ABOVE

ACCESS

ADJUSTABLE

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

ALTERNATE

ACCESS PANEL

APPROXIMATELY

ARCHITECTURAL

ASSEMBLY

AVERAGE

BELOW FINISHED FLOOR

BUILDING

BOTTOM

BOTTOM OF PIPE

BATHTUB

BRITISH THERMAL UNITS

BRITISH THERMAL UNITS PER HOUR

BETWEEN

CEILING ACCESS PANEL

CONTRACTOR FURNISHED,

CUBIC FEET PER MINUTE

CUBIC FEET PER HOUR

CENTERLINE

CEILING

CONCRETE MASONRY UNIT

CLEANOUT

CONDUCTOR

CONTRACTOR

COEFFICIENT OF PERFORMANCE

CENTER

COPPER

COLD WATER

COLD WATER FIXTURE UNITS

DRAIN DECK

DEGREES

DETAIL

DRAINAGE FIXTURE UNITS

DIAMETER

DIMENSION

DOWN

DOWNSPOUT

DRAIN TILE

DRAWING

EXISTING

EACH

ELECTRICAL CONTRACTOR

EMERGENCY EYEWASH

EFFICIENCY

EXPANSION JOINT

ELECTRICAL

ELEVATION

EMERGENCY

EQUIPMENT

EMERGENCY SHOWER

EXPANSION TANK

EXISTING TO REMAIN

ELECTRIC WATER COOLER

ELECTRIC WATER HEATER

ENTERING WATER TEMPERATURE

EXHAUST

EXPANSION

EXISTING

EXTERIOR

FUTURE

FLOOR CLEANOUT

FLOOR DRAIN

FINISHED FLOOR ELEVATION

FULL LOAD AMPS

FLOOR

FACTORY MUTUAL

FIREPROOF

FEET PER MINUTE

FEET PER SECOND

FLOAT AND THERMOSTATIC

FEET

FOOTING

FIXTURE UNITS

GAUGE

GALLON

GALVANIZED

GENERAL CONTRACTOR

GALLONS PER MINUTE

GALLONS PER HOUR

HOSE BIBB

HUB DRAIN

HORSE POWER

HIGH POINT

HEATING, VENTILATING & AIR CONDITIONING

HOT WATER

HOT WATER RECIRCULATION PUMP

INSIDE DIAMETER

INVERT ELEVATION

INCHES

KNOCK-OUT

LAVATORY

POUNDS

POUNDS PER HOUR

LINEAR FEET

LOW POINT

LIGHTING

LEAVING WATER TEMPERATURE

CONTRACTOR INSTALLED

P200

P200

MAXIMUM

MOP BASIN

THOUSANDS OF BTU PER HOUR

MECHANICAL CONTRACTOR

MINIMUM CIRCUIT AMPACITY

MOTOR CONTROL CENTER

MECHANICAL, ELECTRICAL AND PIPING

MECHANICAL EQUIPMENT ROOM

MEZZANINE

MANUFACTURER

MANHOLE

MINIMUM

MISCELLANEOUS

MOUNTED

MOUNTING

NOT APPLICABLE

NOT IN CONTRACT

NUMBER

NOMINAL PIPE SIZE

NET POSITIVE SUCTION HEAD

NATIONAL PIPE THREAD

NEAR

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

OWNER FURNISHED, CONTRACTOR INSTALLED

OWNER FURNISHED, OWNER INSTALLED

OVERLOAD PROTECTION

OUTLET VELOCITY

PUMP

PLUMBING CONTRACTOR

POUNDS PER CUBIC FOOT

PRESSURE DROP

PHASE

POST INDICATOR VALVE

PLUMBING

POINT OF CONNECTION

POLYPROPYLENE

POUNDS PER HOUR

PRESSURE RELIEF VALVE

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

POUNDS PER SQUARE INCH ABSOLUTE

POUNDS PER SQUARE INCH GAUGE

POLYVINYL CHLORIDE

RADIUS

REINFORCED CONCRETE PIPE

ROOF DRAIN

RECESSED

RECEPTACLE

REQUIRED

ROOF

ROUGH-IN

REVOLUTIONS PER MINUTE

REDUCED PRESSURE ZONE VALVE

RELIEF VALVE

SLOPE

SCHEDULE

STANDARD DIMENSION RATIO

SHOWER

SHEET

SLAB ON GRADE

SPECIFICATION

SQUARE

SERVICE SINK

STAINLESS STEEL

STANDARD

STRUCTURAL

TEMPERATURE AND PRESSURE

TO BE REMOVED

TRENCH DRAIN

TOTAL DRAIN FIXTURE UNITS

TEMPERATURE

TOP OF BEAM

TOP OF DUCT/DECK

TOP OF JOIST

TOP OF PIPE

TOP OF SLAB

THERMOSTAT

TOTAL WATER FIXTURE UNITS

TYPICAL

UNLESS OTHERWISE NOTED

VENT

VELOCITY

VALVE IN BOX

VOLUME

VENT THRU ROOF

WIDTH

WITH

WITHOUT

WATER COLUMN

WATER SUPPLY FIXTURE UNITS

WATER GAUGE

XX

1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY FITTINGS AS REQUIRED BY

ALL APPLICABLE CODES AND GOVERNING AUTHORITIES.

2. CONTRACTOR SHALL VERIFY AND CORRECT AS REQUIRED TO MEET ALL CODES AND REGULATIONS ANY POSSIBLE DISCREPANCIES BETWEEN TYPE AND SIZE OF CONNECTION SPECIFIED IN PLUMBING

FIXTURE SCHEDULE AND FIXTURES ACTUALLY INSTALLED ON THE SITE.

3. ALL SANITARY PIPING 2-1/2" AND SMALLER SHALL HAVE A SLOPE OF 1/4" PER FOOT AND ALL PIPING 3"

AND ABOVE SHALL HAVE A SLOPE OF 1/8" PER FOOT.

4. DOMESTIC WATER PIPING TO BE PVC, NSF 61 COMPLIANCE.

5. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES.

6. CONTRACTOR SHALL FIELD VERIFY ALL GIVEN MEASUREMENTS PRIOR TO LAYING AND CONNECTING

ALL SANITARY AND WASTE PIPING AND NOTIFY ARCHITECT OF ANY DISCREPANCIES.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FIRE RATING AND WEATHERPROOFING

INTEGRITY OF ALL PIPING AND PENETRATIONS.

8. ALL WATER SUPPLY AND SANITARY LINES SHALL BE RUN AS CLOSE TO PLANS AS POSSIBLE WITH NO

CHANGES IN SIZING.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY SUPPORTING DEVICES FOR

ALL FIXTURES INCLUDED IN CONTRACT OR HEREIN SPECIFIED OR OTHERWISE.

10. CHANGES IN THE DIRECTION OF SANITARY AND STORM DRAIN PIPING SHALL NOT BE MADE WITH FITTINGS WHICH WILL CAUSE EXCESSIVE REDUCTION IN THE VELOCITY OF FLOW OR CREATE ANY

OTHER ADVERSE EFFECT UNLESS PHYSICALLY IMPOSSIBLE (I.E. USE OF SANITARY TEE IN A

HORIZONTAL CONNECTION, USE OF A DOUBLE SANITARY TEE IN A VERTICAL STACK, IN GENERAL, USE

OF A SHORT-RADIUS FITTINGS FOR BRANCH TO HOUSE DRAIN OR STACK CONNECTION).

11. CONTRACTOR SHALL GIVE 24 HOURS NOTICE TO APPLICABLE UTILITY COMPANY PRIOR TO

PERFORMING WORK INVOLVING UTILITIES.

12. ALL SANITARY, STORM AND WATER SUPPLY LINES SHALL BE MARKED WITH THE SEAL OF APPROVAL

OF THE NATIONAL SANITATION FOUNDATION.

13. WHERE SANITARY SEWER LINES CROSS UNDERGROUND WATER SUPPLY LINES WITH LESS THAN 8" MINIMUM VERTICAL CLEARANCE, THE SANITARY SEWER SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (10' EACH SIDE OF WATER MAIN) OR THE WATER LINES SHOULD BE MODIFIED TO PROVIDE 8"

MINIMUM CLEARANCE.

14. SITE UTILITY CONNECTIONS SHALL BE PROVIDED ON CIVIL DRAWINGS. ALL SERVICES SHOWN ON THIS

SET OF PLANS TERMINATE 5'-0" FROM BUILDING, UNLESS SHOWN OTHERWISE ON DRAWINGS.

PLUMBING CONTRACTOR SHALL MAKE FINAL CONNECTIONS SITE UTILITIES.

15. CONTRACTOR SHALL VERIFY INVERT ELEVATIONS OF SEWERS TO WHICH NEW SEWER LINES ARE TO

BE CONNECTED BEFORE INSTALLATION OF NEW SEWER LINE.

16. CONTRACTOR SHALL ROUGH-IN ALL WASTES AND SUPPLIES TO SPECIAL EQUIPMENT ACCORDING TO

MANUFACTURERS SHOP DRAWINGS AND MAKE FINAL CONNECTIONS.

17. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS (INCLUDING PIPE ROUTING AND EQUIPMENT

LOCATIONS) TO ARCHITECT/ENGINEER FOR REVIEW PRIOR TO THE INSTALLATION OR PURCHASING OF

ANY PIPING AND/OR EQUIPMENT.

18. DO NOT PENETRATE WALL FOOTINGS WITH PIPING, COORDINATE WITH GENERAL CONTRACTOR TO

DROP FOOTINGS AS REQUIRED TO CLEAR PLUMBING SERVICES WHERE ABSOLUTELY NECESSARY.

ALL PIPING PENETRATING A BEARING WALL OR FOOTING MUST BE SLEEVED AND LOCATION

APPROVED BY STRUCTURAL ENGINEER.

19. COORDINATE PLUMBING SYSTEM INSTALLATION WITH EXISTING CONDITIONS. VISIT SITE PRIOR TO BID AND INVESTIGATE REQUIREMENTS FOR INSTALLATION. SEE THE SPECIFICATIONS FOR ADDITIONAL

REQUIREMENTS.

20. COORDINATE ALL PIPING WITH EXISTING ROOF DRAINS, LEADERS, AND OTHER EXISTING WORK.

OFFSET AS REQUIRED TO AVOID INTERFERENCES. INDICATE INTERFERENCES AND MEANS TO

OVERCOME IN THE SHOP DRAWINGS.

21. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF EXISTING CONDITIONS

AND COORDINATION WITH ALL OTHER TRADES, INCLUDING BUT NOT LIMITED TO STRUCTURAL,

LIGHTING, ELECTRICAL, PLUMBING, AND OTHER EXISTING AND NEW WORK. VERIFY ALL EXISTING CONDITIONS IN FIELD PRIOR TO PURCHASING EQUIPMENT. ALL DISCREPANCIES OR POTENTIAL PROBLEMS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER PRIOR TO BIDDING.

PROVIDE ADDITIONAL MATERIALS AND LABOR TO RELOCATE OR REPLACE PLUMBING WORK AS

REQUIRED TO ALLOW SPACE FOR THE WORK OF ALL TRADES.

22. ALL SERVICES TO EXISTING BUILDINGS SHALL BE MAINTAINED DURING CONSTRUCTION UNLESS

OTHERWISE INDICATED.

23. THE WORK INCLUDES CONNECTION TO AN EXISTING PLUMBING SYSTEMS ON THE PROJECT.

CONTRACTOR SHALL INCLUDE IN HIS BID PRICE ANY LABOR AND MATERIALS NECESSARY TO

UNCOVER, TRACE, TEST, FIELD VERIFY, AND MEASURE ANY EXISTING SYSTEMS THAT ARE AFFECTED

BY THE WORK UNDER THIS CONTRACT.

24. THE DRAWINGS INDICATE APPROXIMATE LOCATIONS BASED UPON INFORMATION OBTAINED.

THEREFORE, THE CONTRACTOR SHALL INCLUDE IN THEIR BID CONTINGENCY COSTS TO ADDRESS

CONFLICTS BETWEEN DESIGN AND EXISTING CONDITIONS.

25. ANY WORK REQUIRING "HOT WORK" WILL REQUIRE FIRE DEPARTMENT WATCH, TO BE DETERMINED AT

THE TIME OF THE SUBMITTAL OF THE "HOT WORK" PERMIT IN ACCORDANCE WITH NFPA 51B.

COORDINATE WITH FIRE MARSHALL PRIOR TO COMMENCING ANY WORK.

GENERAL NOTES

EG EXHAUST GRILLE-

V AV VARIABLE AIR VOLUME-

MS MOP SINK-

TP TRAP PRIMER- KEYED NOTE NUMBER1

HWFU HOT WATER FIXTURE UNITS-

X EXISTING-

P-001

Plumbing Symbols and Abbreviations

FIRE EXTINGUISHER

AutoCAD SHX Text

PIV

AutoCAD SHX Text

AutoCAD SHX Text

VP

AutoCAD SHX Text

AutoCAD SHX Text

XX

239.93808049535603715170278637773

BENT 1

BENT 2

BENT 3

BENT 4

BENT 5

BENT 6

BENT 7

BENT 8

MATCH LINE

1 2

BENT 8

BENT 9

BENT 10

BENT 11

BENT 12

BENT 13

BENT 14

BENT 15

BENT 16

BENT 16.5

BENT 17

BENT 17.5

MATCH LINE

1 2

1 2

DRAWN BY:

APPROVED BY:

SCALE:

CHECKED BY:

DATE:

PROJECT NUMBER:

PROJECT INFORMATION:

SHEET TITLE:

SHEET NUMBER:

AS NOTED

A

B

C

1 2 3 4 5

2019-4115

05/23/2025

A

B

C

1 2 3 4 5

JRL

JRL

BJM

www.graef-usa.com

2300 Maitland Center Parkway, Suite 210 Maitland, FL 32751 407 / 659 6500 407 / 659 0609 fax

CERT #4270

SEAL:

PROJECT TITLE:

ISSUE:

CITY OF DAYTONA BEACH

MAIN STREET PIER

PARTIAL BOARDWALK AND

RAILING REPLACEMENT

PERMIT SET

JO

SE

RAFAEL L IZASOA IN

No. 60785

PROFESS I ONA L ENG I N

EE

R

L I CENSE

F L O R I D A

STATE OF

Jo se

R . L iz as oa in

PE

This item has been electronic signed and sealed by Jose R. Lizasoain on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

05/23/25

PD-101

PLUMBING DEMOLITION PLAN

SCALE: 3/32" = 1' 0"

N

GENERAL NOTES:

a. ALL WORK IS DIAGRAMATIC AND ONLY REPRESENTS THE GENERAL SCOPE OF WORK. DO NOT

SCALE FROM DRAWINGS. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.

b. ALL WORK SHALL COMPLY WITH THE FLORIDA BUILDING CODE 2023, FLORIDA PLUMBING CODE

2023, AND APPLICABLE STANDARDS.

c. PRIOR TO ANY UTILITY SHUT DOWN CONTRACTOR SHALL COORDINATE WITH OWNER. DO NOT

SHUT DOWN ANY UTILITY WITHOUT OWNER'S APPROVAL.

d. PRIOR TO DISPOSING OF EQUIPMENT CONSULT WITH OWNER TO VERIFY IF OWNER WOULD LIKE

TO SALVAGE ANY SPARE PARTS.

KEY NOTES: .

1. DEMOLISH HOSE BIBB ASSEMBLY

2. DEMOLISH DOMESTIC WATER PIPING FROM HOSE BIBB ASSEMBLY DOWN TO BELOW DECK TO

ALLOW NEW GUARD RAIL INSTALLATION. PROVIDE NEW SHUT OFF VALVE. CAP PIPE.

3. CONTRACTOR TO FIELD VERIFY EXISTING 3/4" WALL CONNECTION. CONFIRM WITH OWNER IF PIPE

SHALL REMAIN AFTER SYSTEM HAS BEEN VERIFIED.

4. DEMOLISH FIRE EXTINGUISHER FROM WALL.

PD-101

Plumbing Demolition Plan

NEW WOOD DECK

NEW WOOD DECK

WOOD JOISTS, TYP

WOOD JOISTS, TYP

MATCH LINE

MATCH LINE

DRAWN BY:

APPROVED BY:

SCALE:

CHECKED BY:

DATE:

PROJECT NUMBER:

PROJECT INFORMATION:

SHEET TITLE:

SHEET NUMBER:

AS NOTED

A

B

C

1 2 3 4 5

2019-4115

05/23/2025

A

B

C

1 2 3 4 5

JRL

JRL

BJM

www.graef-usa.com

2300 Maitland Center Parkway, Suite 210 Maitland, FL 32751 407 / 659 6500 407 / 659 0609 fax

CERT #4270

SEAL:

PROJECT TITLE:

ISSUE:

CITY OF DAYTONA BEACH

MAIN STREET PIER

PARTIAL BOARDWALK AND

RAILING REPLACEMENT

PERMIT SET

JO

SE

RAFAEL L IZASOA IN

No. 60785

PROFESS I ONA L ENG I N

EE

R

L I CENSE

F L O R I D A

STATE OF

Jo se

R . L iz as oa in

PE

This item has been electronic signed and sealed by Jose R. Lizasoain on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

05/23/25

P-101

PLUMBING RENOVATION PLAN

SCALE: 3/32" = 1' 0"

N

GENERAL NOTES:

a. ALL WORK IS DIAGRAMATIC AND ONLY REPRESENTS THE GENERAL SCOPE OF WORK. DO NOT

SCALE FROM DRAWINGS. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.

b. ALL WORK SHALL COMPLY WITH THE FLORIDA BUILDING CODE 2023, FLORIDA PLUMBING CODE

2023, AND APPLICABLE STANDARDS.

c. PRIOR TO ANY UTILITY SHUT DOWN CONTRACTOR SHALL COORDINATE WITH OWNER. DO NOT

SHUT DOWN ANY UTILITY WITHOUT OWNER'S APPROVAL.

d. PRIOR TO DISPOSING OF EQUIPMENT CONSULT WITH OWNER TO VERIFY IF OWNER WOULD LIKE

TO SALVAGE ANY SPARE PARTS.

e. DOMESTIC WATER PIPING TO BE PVC, NSF 61 COMPLIANCE FOR BELOW DECK PIPING AND RIGID

COPPER TYPE L FOR ABOVE DECK PIPING.

KEY NOTES: .

1. ROUTE NEW DOMESTIC WATER PIPING FROM SHUT OFF VALVE BELOW DECK AND PROVIDE NEW

HOSE BIBB ASSEMBLY. PIPE SHALL BE PVC BELOW DECK AND RIGID COPPER TYPE L ABOVE DECK.

SEE DETAIL FOR MORE INFORMATION.

2. CONTRACTOR TO FIELD VERIFY EXISTING 3/4" CONNECTION. CONFIRM WITH OWNER IF PIPE SHALL

REMAIN AFTER SYSTEM HAS BEEN VERIFIED.

3. PROVIDE NEW FIRE EXTINGUISHER COMPLIANT WITH NFPA 10, 2018 EDITION.

P-101

Plumbing Renovation Plan2 P-101

HOSE BIBB DETAIL

NTS

AutoCAD SHX Text 3/4" DOMESTIC COLD WATER SUPPLY LINE. SECURE PIPE WITH STAINLESS STEEL STRAPS. PROVIDE A STRAP 3 INCHES ABOVE DECK AND A STRAP 3 INCHES BELOW HOSE BIBB.

AutoCAD SHX Text

BASIS OF DESIGN WOODFORD #24P

AutoCAD SHX Text

VANDAL RESISTANT VACUUM BREAKER

AutoCAD SHX Text

HOSE BIBB TO BE INSTALLED IN BETWEEN HIGHEST/LAST HANDRAIL SPACING

AutoCAD SHX Text

WOOD HANDRAIL DONE BY OTHERS (TYP)

AutoCAD SHX Text

WOOD HANDRAIL DONE BY OTHERS (TYP)

AutoCAD SHX Text

CONNECT TO DOMESTIC COLD WATER SERVICE.

AutoCAD SHX Text HOSE BIBB MANUFACTURER: WOODFORD MODEL: 24P PROVIDE TURN KEY TO OWNER FOR MAINTENANCE AND ACCESS

AutoCAD SHX Text

PROVIDE WOOD BLOCKING ON BOTH SIDES TO SECURE HOSE BIBB.

AutoCAD SHX Text

ABOVE DECK PIPE: COPPER TYPE L

AutoCAD SHX Text

BELOW DECK PIPE: PVC, NSF 61 COMPLIANCE