FOR FRIEDA ZAMBA POOL - Palm Coast, Floridadocs.palmcoastgov.com/departments/purchasing/bids/688-8280.pdf · wet engineering project no. 16004 released for construction by: date:

RE

LE

AS

ED

F

OR

C

ON

ST

RU

CT

IO

N B

Y: D

AT

E:

WE

T E

NG

IN

EE

RIN

G P

RO

JE

CT

N

O. 16004

RE

GIS

TE

RE

D E

NG

IN

EE

R

FRIEDA ZAMBA POOL

PALM COAST, FLORIDA

POOL EQUIPMENT

MODIFICATION PLANS

FOR

339 PARKVIEW DR,

PALM COAST, FL 32164

FLAGLER COUNTY

PREPARED BY:

FLORIDA C.A. # 28177

4337 PABLO OAKS CT., SUITE #101

JACKSONVILLE, FL 32224

PH 904-223-9773 FX 866-832-9236

www.wetengineering.net

VICINITY MAP LOCATION MAP

JA

ME

S E

. LE

PE

TR

IE

, JR

., P

.E

.

LIC

EN

SE

# 56714

DRAWING NO. DESCRIPTION

- COVER SHEET

-

I1.0 INDEX, GENERAL NOTES, AND EQUIPMENT LIST

C1.0 OVERALL SITE PLAN

C1.1 DEMOLITION PLAN

M1.0 OVERALL PIPING PLAN

M1.1 EQUIPMENT AREA PLAN

M2.0 RECIRCULATION SYSTEM SCHEMATIC

M3.0 MECHANICAL DETAILS



E0.1 OVERALL SITE PLAN

E1.0 POOL GROUNDING, BONDING, AND DETAILS

E1.1 POOL ELECTRICAL EQUIPMENT PLAN

E1.2 POOL ELECTRICAL RISER DIAGRAMS

GENERAL NOTES

POOL EQUIPMENT LIST

NO. QUAN. ITEM MANUFACTURER CATALOG NO. DESCRIPTION

1 2 RECIRCULATION PUMP MARLOW 4SPC15EC 370GPM @ 90' TDH; 15 HP; 6" x 4" SUCT./DIS.; 1750 RPM; 230V;

3-PHASE; EPOXY COATED INTERNALS

2 2 STRAINER FOR ABOVE NEMATO NSS-10-030-0806 8" X 6"; FRP; ECCENTRIC REDUCING STRAINER

3 2 VARIABLE FREQUENCY DRIVE CES -- 15 HP; CONTRACTOR TO VERIFY AVAILABLE POWER

4 2 HORIZONTAL SAND FILTER NEMATO NFS-42-10A-275E 55

SF TOTAL; 6" FACE PIPING

5 2 BACKWASH VALVE NEMATO NFS-06-MINP-0600-A

MINI LINK KIT; 6" PIPING; ELECTRICALLY ACTUATED

6 1 GAUGE PANEL FOR ABOVE NEMATO NFS-GP-EFT-MSYS

7 1 BACKWASH CONTROL VALVE FOR ABOVE NEMATONFS-PV-0600

6"; MANUAL

8 1 PRIMARY VALVE FOR FILTER MANIFOLD NEMATO NFS SERIES 6"; ELECTRICALLY ACTUATED

9 LOT MEDIA FOR ABOVE CES EM MWII.49 PER FILTER MANUFACTURER'S SPECIFICATIONS

10 1 ORP CONTROLLER BECS SYS7 SEE BELOW FOR FUNCTIONALITY REQUIREMENTS

11 1 VACUUM TRANSDUCER CES CK8660068 W/ 50' CABLE

12 1 PRESSURE TRANSDUCER CES CK8660066 W/ 50' CABLE

13 1 FLOW SENSOR +GF+ HD5930.505 SIGNET; W/ SADDLE ADAPTER FOR 6" PIPE

14 1 MODULATING FLOAT VALVE CES 10FV 10" FOR MAIN DRAIN

15 1 BACKWASH STORAGE TANK CES JE41103000110 3,000 GAL; W/ 2" DRAIN AND 24" MANWAY OPENING

16 1 AUTOFILL SYSTEM FLOWLINE ECHOPOD DL10 ULTRASONIC

17 2 BUTTERFLY VALVES ASAHI AMERICA POOL PRO PROVIDE W/ EXTENSIONS FOR MAIN DRAIN & GUTTER VALVES

18 2 CHECK VALVES ASAHI AMERICA -- 6" & 10" DIA.; THERMOPLASTIC BODY; EPDM SEALS

19 2 FLEX COUPLING METRAFLEX METRASPHERE 6" DIA., EPDM/NYLON W/ STEEL FLANGES

20 2 EA. VACUUM / PRESSURE GAUGES TRERICE 800B-40-02-L-A-XXX

4" FACE; COMPOUND TYPE FOR VACUUM GAUGE

* EQUIPMENT INCLUDED IN THIS LIST MAY BE SUBSTITUTED WITH EQUIPMENT CONSIDERED EQUIVALENT BY THE ENGINEER, UNLESS OTHERWISE NOTED.

ALL EQUIPMENT SHALL CARRY AN NSF APPROVAL OR UL LISTING OR EQUIVALENT.

FOLLOWING IS A LISTING OF DESIRED FUNCTIONALITY FOR THE SPECIFIED ORP CONTROLLER:

1. DISINFECTION AND pH CONTROL

2. VARIABLE FREQUENCY DRIVE CONTROL (APPLIES TO TWO SEPARATE DRIVES, ONE FOR EACH PUMP)

3. FLOW INPUT FROM ELECTRONIC FLOW METER

4. WATER LEVEL CONTROL.

5. HEATER CONTROL.

6. STRAINER VACUUM PRESSURE AND FILTER INFLUENT PRESSURE

7. REMOTE COMMUNICATION VIA ETHERNET CONNECTION.

8. PROGRAMMABLE FAILSAFE OVERFEED TIMERS.

POOL EQUIPMENT SCHEDULE

ORP CONTROLLER FUNCTIONALITY

1. PIPING SHALL BE SCH 80 PVC. ALL PIPING SHALL BE NSF-pw APPROVED. ANY PIPING EXPOSED TO SUNLIGHT SHALL BE

COATED FOR UV PROTECTION.

2. ALL EQUIPMENT COMING INTO CONTACT WITH POOL WATER TO BE CERTIFIED BY NSF OR BY THE MANUFACTURER TO

BE LEAD-FREE.

3. POOL WASTE WATER SHALL BE DISCHARGED THROUGH AN AIR GAP TO SANITARY SEWERS, STORM SEWERS,

DRAINFIELDS, OR OTHER MEANS, IN ACCORDANCE WITH LOCAL REQUIREMENTS INCLUDING OBTAINING ALL LOCAL

PERMITS.

4. POOL DECKS SHALL HAVE AN UNOBSTRUCTED AREA WITH A MINIMUM WIDTH OF 4 FEET AROUND THE PERIMETER OF

THE POOL. DECKS SHALL BE CONSTRUCTED OF CONCRETE OR OTHER NON-ABSORBENT MATERIAL HAVING A SMOOTH

SLIP RESISTANT FINISH AND SHALL BE UNIFORMLY SLOPED AT A MINIMUM OF TWO PERCENT TO A MAXIMUM OF FOUR

PERCENT AWAY FROM THE POOL OR TO DECK DRAINS TO PREVENT STANDING WATER. WHEN A CURB IS PROVIDED,

THE DECK SHALL NOT BE MORE THAN 10" BELOW THE TOP OF THE CURB. TEXTURED DECK FINISHES THAT PROVIDE

PITTING AND CREVICES OF MORE THAN 3/16" DEEP THAT ACCUMULATE SOIL ARE PROHIBITED.

5. ELECTRICAL EQUIPMENT WIRING AND INSTALLATION INCLUDING GROUNDING OF POOL COMPONENTS SHALL CONFORM

TO THE NATIONAL ELECTRICAL CODE-LATEST.

6. CHEMICALS SHALL BE STORED IN A COOL, DRY, AND WELL-VENTILATED AREA UNDER A ROOF OR OTHER ENCLOSURE

AND SHALL BE INACCESSIBLE TO THE PUBLIC.

7. RECIRCULATION EQUIPMENT TO BE COVERED BY WEATHERPROOF, LOCKABLE ENCLOSURE WITH ADEQUATE CROSS

VENTILATION. ACCESS SHALL MEASURE 3' X 6' (MIN.). ENCLOSURE SHALL INCLUDE LIGHT WHICH PROVIDES MIN. 30 FC

ILLUMINATION.

8. PRESSURE GAUGES SHALL HAVE 2" MIN. DIA. FACE WITH 0-60 PSI RANGE.

9. THERE SHALL BE NO PROVISION FOR DRINK OR FOOD SERVICE FACILITIES WITHIN 12' OF THE WATER'S EDGE.

10. CONTRACTOR IS RESPONSIBLE FOR ALL PIPE SUPPORTS AND HANGERS AS REQUIRED.

11. ALL POOL CHEMICALS TO BE NSF-60 CERTIFIED.

1. CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING TO FAMILIARIZE HIMSELF WITH THE FIELD CONDITIONS.

2. IN ACCORDANCE WITH THE GENERAL CONDITIONS, IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO

LOCATE AND AVOID ALL UTILITIES, STRUCTURES AND OBSTRUCTIONS BOTH ABOVE AND BELOW THE GROUND

SURFACE. ALL DAMAGE RESULTING FROM THE CONTRACTOR'S FAILURE TO COMPLY SHALL BE REPAIRED AT THE

CONTRACTOR'S EXPENSE.

3. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE GRASSED AND MULCHED ACCORDING TO THE

SPECIFICATIONS, AS NECESSARY.

4. SHOULD THE SURFACE OR SUBSURFACE CONDITIONS VARY FROM WHAT IS SHOWN ON THESE PLANS, THE

CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER.

5. CONTRACTOR IS RESPONSIBLE FOR THE CONTROL OF SEDIMENT-LADEN RUNOFF RESULTING FROM STORM EVENTS

DURING THE CONSTRUCTION PHASE. EROSION CONTROL FACILITIES SHOULD BE INSTALLED EARLY DURING THE

CONSTRUCTION PERIOD SO AS TO PREVENT THE TRANSPORT OF SEDIMENT INTO SURFACE WATERS. RE-VEGETATION

AND STABILIZATION OF DISTURBED AREAS SHOULD BE ACCOMPLISHED AS SOON AS POSSIBLE TO REDUCE THE

POTENTIAL FOR FURTHER SOIL EROSION.

6. PIPE JOINT DEFLECTION, WHERE REQUIRED, SHALL NOT EXCEED 50% OF THE MAXIMUM RECOMMENDED BY THE PIPE

MANUFACTURER.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING THAT ALL PERMITS FOR CONSTRUCTION HAVE BEEN

OBTAINED. THESE PERMITS SHALL INCLUDE, BUT NOT BE LIMITED TO, DUVAL COUNTY BUILDING DEPARTMENT OR

FLORIDA DEPT. OF HEALTH.

8. A HORIZONTAL SEPARATION OF 6-FEET (MIN.) SHALL BE MAINTAINED BETWEEN PARALLEL WATER AND SEWER LINES,

WHERE WATER AND SEWER LINES CROSS, 12-INCHES OF VERTICAL CLEARANCE SHALL BE MAINTAINED. WHERE

WATER AND SEWER LINES CROSS AND 12" CAN NOT BE MAINTAINED, A 20 L.F. SECTION OF DUCTILE IRON OR PVC PIPE

SHALL BE CENTERED AT THE POINT OF CROSSING. THIS SITUATION MAY OR MAY-NOT BE NOTED ON THE DESIGN

DRAWINGS IN EACH CASE. ANY DEVIATIONS FROM THESE MINIMUMS MUST BE APPROVED IN WRITING BY THE

ENGINEER.

9. WATER SUPPLY FACILITIES AND PIPES SHALL BE INSTALLED, CLEANED, DISINFECTED AND BACTERIOLOGICALLY

CLEARED FOR SERVICE IN ACCORDANCE WITH THE LATEST APPLICABLE AWWA STANDARDS AND FDEP RULES.

10. ALL UNDERGROUND UTILITY COMPANIES SHALL BE CONTACTED AT LEAST 48- HOURS PRIOR TO COMMENCING

CONSTRUCTION.

11. PIPING SHALL BE PRESSURE TESTED PRIOR TO COVER. RETURN PIPING SHALL BE TESTED AT 50 PSI FOR TWO HOURS.

MAIN DRAIN, SKIMMER, AND GUTTER PIPING SHALL BE TESTED AT 5 PSI FOR TWO HOURS. CONTRACTOR TO USE

WATER TESTING ONLY.

12. PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2014, BUILDING BOOK.

POOL NOTES

INDEX TO DRAWINGS

L

L

EXISTING CONCRETE OR

NEW SPOT ELEVATION

EXISTING SPOT ELEVATION

ELEVATION REFERENCE

XXX.XX'

WHERE DETAIL APPEARS

DENOTES DETAIL NUMBER

DENOTES PAGE NUMBER

DENOTES SECTION LETTER

DENOTES PAGE NUMBER

WHERE SECTION APPEARS

MD-1.2

D

4

MD-1.2

ADJUSTABLE ADJ.

APPROXIMATE APPROX.

AVENUE AVE.

BASE LINE B

BOX & COVER B & C

BOULEVARD BLVD.

BUTTERFLY VALVE B.V.

BENCH MARK B.M.

CAST IRON C.I.

CONTROL JOINT C.J.

CENTERLINE C

CLEARANCE CLR.

CLEANOUT C.O.

CONCENTRIC CON.

CONCRETE CONC.

CONSTRUCT/

CONSTRUCTION CONST.

CHECK VALVE C.V.

CENTERED CTRD.

DIAMETER DIA.

DUCTILE IRON D.I.

DRIVEWAY D / W

EXPANSION JOINT E.J.

ELEVATION EL. / ELEV.

EASEMENT ESMT.

EACH WAY E.W.

FIGURE FIG.

FLANGE / FLANGED FLG.

FORCE MAIN F.M.

FEMALE PIPE THREAD F.P.T.

FEET FT.

GALVANIZED GALV.

GALLONS PER MINUTE GPM

GATE VALVE G.V.

HOSE BIBB HB

HIGH DENSITY POLYETHYLENE HDPE

INSIDE DIAMETER I.D.

INVERT INV.

IRON PIPE I.P.

IRON PIPE SIZE I.P.S.

JOINT JT.

LEFT LT.

MANUFACTURER MANUF.

MAXIMUM MAX.

MECHANICAL MECH.

MITERED END SECTION M.E.S.

MANHOLE M.H.

MINIMUM MIN.

MALE IRON PIPE M.I.P.

MECHANICAL JOINT M.J.

MALE PIPE THREAD M.P.T.

NOT IN CONTRACT N.I.C.

NUMBER NO.

NOT TO SCALE N.T.S.

NORMAL WATER LEVEL N.W.L.

ON CENTER O.C.

OUTSIDE DIAMETER O.D.

PROPERTY LINE P

PLUG VALVE P.V.

POLYVINYL CHLORIDE PVC

REINFORCED CONCRETE PIPE RCP

REDUCER RED.

RECEIVED REC'D.

REQUIRED REQ'D.

RIGHT RT.

RIGHT-OF-WAY R / W

STANDARD DIMENSIONAL RATIO SDR

STAINLESS STEEL S.S.

STORM SEWER ST.

STATION STA.

STEEL STL.

SIDE WALK S/W

STATIC WATER LEVEL S.W.L.

TOTAL DYNAMIC HEAD T.D.H.

TYPICAL TYP.

UNLESS OTHERWISE NOTED U.O.N.

WITH W/

WATER LEVEL W.L.

WATER METER W.M.

20.0

KEY GEOMETRY POINT

WOOD POWER POLE

SKIMMER LINE

RETURN LINE

RETURN AIR LINE

DRAIN LINE

FENCE LINE

UNDER DRAIN

STORM SEWER LINE

GGAS LINE

SANITARY SEWER LINE SS

WATER LINE

VACUUM LINE

EROSION CONTROL

ST

ABBREVIATIONS

LEGEND

I1.0

INDEX, GENERAL NOTES,AND EQUIPMENT LIST

REVISION/ISSUENO. DATE

REGISTERED ENGINEER

SCALE

PROJECT

DATE

SHEET

CHECKED BY

DESIGNED BY

DRAWN BY

PROJECT NAME

FRIEDA ZAMBA POOLMODIFICATIONS

SHEET TITLE

DR

AW

IN

G S

CA

LE

F

AC

TO

R R

EF

ER

EN

CE

S T

O A

F

UL

L S

IZ

E S

HE

ET

(2

2X

34

) S

CA

LE

F

AC

TO

R T

O B

E H

AL

F N

OT

ED

V

AL

UE

W

HE

N P

RIN

TE

D O

N A

H

AL

F S

IZ

E S

HE

ET

(1

1X

17

)

JAMES E. LEPETRIE, JR., P.E.

LICENSE # 56714

Certificate of Authority No. 281774337 PABLO OAKS CT., SUITE #101

JACKSONVILLE, FL 32224PH 904-223-9773 FX 866-832-9236


JEL

JBB

JEL

16004

AS NOTED©

EXISTING SWIMMING POOL

DECK

ELECTRICAL ROOM

EXISTING POOL

HEATER AREA

EXISTING OFFICE/

STORAGE

BUILDING

EXISTING STORAGE

SHED

EXISTING CHEMICAL

STORAGE

EXISTING

PROPANE

TANKS

EXISTING POOL

EQUIPMENT BUILDING

EXISTING FENCE

GRASS AREA

GRASS AREA

EXISTING CELL

TOWER AREA

36'-0"

23'-0"

10'-3"

23'-0"9'-7"

20'-6"

10'-0"

20'-0"

13'-0"

4'-0"

30'-0"

56'-0"

9'-6"

20'-0"

32'-0"5'-6"

18'-4"

18'-4"

34'-0" 4'-6"

41'-0"

5'-0"

5'-0"

14'-0"

37'-0"

5'-0"

3'-6"

23'-0"

12'-6" 33'-0"

EXISTING DOUBLE

LEAF GATE

EXISTING

GATE

C1.0

OVERALL SITE PLAN


REGISTERED ENGINEER

SCALE

PROJECT

DATE

SHEET

CHECKED BY

DESIGNED BY

DRAWN BY

PROJECT NAME


SHEET TITLE

DR

AW

IN

G S

CA

LE

F

AC

TO

R R

EF

ER

EN

CE

S T

O A

F

UL

L S

IZ

E S

HE

ET

(2

2X

34

) S

CA

LE

F

AC

TO

R T

O B

E H

AL

F N

OT

ED

V

AL

UE

W

HE

N P

RIN

TE

D O

N A

H

AL

F S

IZ

E S

HE

ET

(1

1X

17

)


LICENSE # 56714




JEL

JBB

JEL

16004

AS NOTED©

SCALE: =

0

NORTH

4' 8'

1'-0"

16' 24'

1/8"

C1.1

DEMOLITION PLAN


REGISTERED ENGINEER

SCALE

PROJECT

DATE

SHEET

CHECKED BY

DESIGNED BY

DRAWN BY

PROJECT NAME


SHEET TITLE

DR

AW

IN

G S

CA

LE

F

AC

TO

R R

EF

ER

EN

CE

S T

O A

F

UL

L S

IZ

E S

HE

ET

(2

2X

34

) S

CA

LE

F

AC

TO

R T

O B

E H

AL

F N

OT

ED

V

AL

UE

W

HE

N P

RIN

TE

D O

N A

H

AL

F S

IZ

E S

HE

ET

(1

1X

17

)


LICENSE # 56714




JEL

JBB

JEL

16004

AS NOTED©

SCALE: =

0

NORTH

4' 8'

1'-0"

16' 24'

1/8"

NOTES:

1. RETAIN EX. RETURN PIPING, TO/FROM HEATER PIPING.

2. RETAIN EX. MAIN DRAIN AND GUTTER PIPING.

3. RETAIN EX. FLOOR DRAIN AND SUMP PUMP DISCHARGE PIPING.

4. RETAIN EX. POTABLE WATER PIPING.

5. RETAIN EX. CHEMICAL FEED PIPING.

6. CUT AND CAP EX. SUCTION PIPING OR REMOVE COMPLETELY

AND SEAL WALL PENETRATIONS PER OWNER.

7. SOME CONDITIONS REPRESENTED BY THESE PLANS HAVE

BEEN MODIFIED. CONTRACTOR SHALL FAMILIARIZE HIMSELF

WITH EXISTING CONDITIONS.

8. REFER TO SHEET M1.1 FOR EXTENT OF EX. SIDEWALK TO BE

REMOVED.

MAIN DRAIN, GUTTER,

AND RETURN PIPING TO

REMAIN IN PLACE

= TO BE REMOVED

EX. FLOAT VALVE TO BE

REPLACED

EX. RECIRC PUMP IS IN

THIS LOCATION

EQUIPMENT BUILDING LOWER LEVEL PLAN

SCALE: N.T.S.

1

C1.1

EQUIPMENT BUILDING SECTION

SCALE: N.T.S.

2

C1.1

EQUIPMENT BUILDING SECTION

SCALE: N.T.S.

3

C1.1

2" WATER

2" WATER

4" SUB-DRAIN

10" MAIN DRAIN RETURN



2" STATIC LEVEL CONTROL

6" POOL SUPPLY

6" POOL SUPPLY

6" GUTTER RETURN

4" SUB-DRAIN

4" SUB-DRAIN

6" GUTTER ETURN

2" WATER

UNDER

DRAIN

SUMP

HYDRANT

2

1

2

" Ø INDIVIDUAL

CONNECTION TO HEATERS

4" Ø TO/FROM HEATERS

M1.0

OVERALL PIPING PLAN


REGISTERED ENGINEER

SCALE

PROJECT

DATE

SHEET

CHECKED BY

DESIGNED BY

DRAWN BY

PROJECT NAME


SHEET TITLE

DR

AW

IN

G S

CA

LE

F

AC

TO

R R

EF

ER

EN

CE

S T

O A

F

UL

L S

IZ

E S

HE

ET

(2

2X

34

) S

CA

LE

F

AC

TO

R T

O B

E H

AL

F N

OT

ED

V

AL

UE

W

HE

N P

RIN

TE

D O

N A

H

AL

F S

IZ

E S

HE

ET

(1

1X

17

)


LICENSE # 56714




JEL

JBB

JEL

16004

AS NOTED©

NORTH

0

SCALE: =

1' 3' 5'

1'-0"3/16"

10'

EX. 4" Ø TO/FROM HEATERS

(ASSUMED LOCATION)

1

M1.1

CONNECT TO EX. 6" Ø

RETURN AT THIS POINT

DASHED LINES

DEPICT WALLS

BELOW

6" Ø SUSPENDED

FROM ABOVE

RISER DOWN

RECIRCULATION PUMP

(TYP. OF 2)

1

M3.0

10" Ø MAIN DRAIN

10" Ø GUTTER

6" Ø RETURN

2" Ø POTABLE WATER

WALL PENETRATION

(TYP.)

5

M3.0

2" Ø STATIC LINE

EX. UNDER DRAIN SUMP

EX. CLEANOUT (UNKNOWN)

6'-1

1

2

"

10'-0"

PROPOSED 3'-0" GATE

EXTENT OF EX. SIDEWALK TO BE

DEMOLISHED & REINSTALLED

FOLLOWING CONSTRCUTION

FILTER MANIFOLD WITH

AUTO BACKWASH VALVES

2

M3.1

4" Ø BACKWASH

6" Ø FROM PUMPS

42" Ø, 27.5 SF SAND FILTER

(TYP.OF 2)

PROPOSED EXTENTS OF NEW

FENCE (SHOWN IN BOLD)

FILTER TANK SLAB

3

M3.1

3,000 GAL

BACKWASH TANK

EX. TWIN 4'-0" LEAF GATE

4" Ø RISER, (2) 90° BENDS,

DISCHARGE INTO TANK

VIA AIR GAP

6" Ø RETURN (NOT SHOWN BELOW

FILTER INFLUENT MANIFOLD)

EX. EYE WASH STATION

(TO REMAIN)

EX. GATE

6" Ø RISER

THROUGH FLOOR

6" Ø SLOTTED

SUCTION (TYP. OF 2)

3

M3.0

2'-6" M

IN

.

6" Ø SUSPENDED

FROM ABOVE (TYP.)

6" Ø

6" Ø

1'-0"

MIN

.

EX. VFD TO BE REMOVED

AND REPLACED W/ TWO

VFD'S

EX. CHEMICAL

PUMPS AND ORP

CONTROLLER

MOUNT NEW AUTOFILL

SENSOR IN THIS LOCATION

M1.1

EQUIPMENT AREA PLAN


REGISTERED ENGINEER

SCALE

PROJECT

DATE

SHEET

CHECKED BY

DESIGNED BY

DRAWN BY

PROJECT NAME


SHEET TITLE

DR

AW

IN

G S

CA

LE

F

AC

TO

R R

EF

ER

EN

CE

S T

O A

F

UL

L S

IZ

E S

HE

ET

(2

2X

34

) S

CA

LE

F

AC

TO

R T

O B

E H

AL

F N

OT

ED

V

AL

UE

W

HE

N P

RIN

TE

D O

N A

H

AL

F S

IZ

E S

HE

ET

(1

1X

17

)


LICENSE # 56714




JEL

JBB

JEL

16004

AS NOTED©

NORTH

0

SCALE: =

1' 3' 5'

1'-0"3/8"

NOTES:

1. REPLACE EXISTING FLOWMETER SENSOR.

2. INSTALL NEW VACUUM AND PRESSURE TRANSDUCERS.

RELOCATE AS NEEDED.

3. AVOID EXISTING EXHAUST FAN ON SOUTH WALL.

4. CONTRACTOR TO LOCATE ALL EXISTING PIPING AND CONDUIT

IN PROPOSED WORK AREAS PRIOR TO COMMENCEMENT OF

CONSTRUCTION.

5. BACKWASH TO BE USED FOR IRRIGATION BY CITY OF PALM

COAST. ALL CONNECTIONS TO TANK OTHER THAN THOSE

SHOWN TO BE BY CITY OF PALM COAST.

6. DASHED LINES FOR PIPING DEPICT EITHER BELOW GROUND

OR BELOW SLAB.

REPLACE EX. SENSORRETAIN EX. PRECOAT

BRANCH & VALVE

EX. FLOW SENSOR

3

M1.1

PROPOSED RETURN CONNECTION POINT1

M1.1

EX. PRESSURE TRANSDUCER2

M1.1

REPLACE EX. VACUUM &

PRESSURE

TRANSDUCERS

4" FROM HEATERS

REMOVE PIPING UPSTREAM

OF THIS POINT. CONNECT

TO EX. 6" RETURN

4" TO HEATERS

M2.0

RECIRCULATION SYSTEMSCHEMATIC

NOTES:

1. CHEMICAL FEED TUBING TO BE MOUNTED ON WALL AND RUN FROM FEED

PUMP TO FILTER DISCHARGE WITH APPROPRIATE FITTINGS.

2. INSTALL PRESSURE GAUGES ON INFLUENT AND EFFLUENT SIDES OF FILTER

AND ON ALL PUMP SUCTIONS AND DISCHARGES. GAUGE ON PUMP SUCTION TO

BE COMPOUND-TYPE.

3. INSTALL FLOW METER WITH STRAIGHT RUNS OF 10x PIPE DIAMETER ON THE

UPSTREAM SIDE AND 5x PIPE DIAMETER ON THE DOWNSTREAM SIDE.

4. LAYOUT SHOWN IS INTENDED FOR SCHEMATIC PURPOSES ONLY. ACTUAL

EQUIPMENT ARRANGEMENT MAY VARY. INSTALL EQUIPMENT TO PROVIDE

5. FILTERS TO BE SUPPLIED WITH PRESSURE RELIEF VALVES, DIFFERENTIAL

PRESSURE GAUGES AND BACKWASH SIGHT GLASSES.

6. ALL EQUIPMENT COMING IN CONTACT WITH POOL WATER TO BE CERTIFIED BY

NSF OR CERTIFIED BY THE MANUFACTURER TO BE LEAD FREE.

7. INTERNALS OF CAST IRON PUMPS TO BE EPOXY COATED.

8. ROUTE SAMPLE FLOW CELL DRAIN TO FLOOR DRAIN OR PUMP SUCTION.

V

P

T

SOLENOID VALVE

CONTROLLED BY ORP

CHECK VALVE

BALL VALVE

FLOW METER

PUMP

SAMPLE FLOW CELL

MULTIPORT VALVE

PRESSURE GAUGE

VACUUM GAUGE

THERMOMETER

BUTTERFLY VALVE

VALVE LEGEND

REDUCER

S

STRAINER

ADEQUATE WORKING CLEARANCES.

(NOTE DOES NOT APPLY TO SIGNET FLOW METERS)

POOL DATA

SURFACE AREA.........................7,008 FT.²

PERIMETER....................................321 FT.

TOTAL VOLUME....................246,000 GAL.

FLOW ...........................................740 GPM

TURNOVER TIME............................5.5 HR.

BATHING LOAD....................148 PERSONS


REGISTERED ENGINEER

SCALE

PROJECT

DATE

SHEET

CHECKED BY

DESIGNED BY

DRAWN BY

PROJECT NAME


SHEET TITLE

DR

AW

IN

G S

CA

LE

F

AC

TO

R R

EF

ER

EN

CE

S T

O A

F

UL

L S

IZ

E S

HE

ET

(2

2X

34

) S

CA

LE

F

AC

TO

R T

O B

E H

AL

F N

OT

ED

V

AL

UE

W

HE

N P

RIN

TE

D O

N A

H

AL

F S

IZ

E S

HE

ET

(1

1X

17

)


LICENSE # 56714




JEL

JBB

JEL

16004

AS NOTED©

6"

S

10" MAIN DRAIN

6"

RECIRC. PUMP

10" GUTTER

6"

S

6" RETURN

4" TO

BACKWASH

TANK

6"

FLOW

METER

6"

2" Ø POTABLE WATER

W / SOLENOID VALVE

2" Ø MANUAL FILL

370

GPM

V

P

VFD

V

RECIRC. PUMP

370

GPM

P

VFD

6"

6"

ACID

SAMPLE FLOW

CELL

ORP / pH CONTROLLER

REFER TO DETAILS

ORP

pH

1/2" TUBING W/IN 1" PVC

CONDUIT TO PUMP SUCTION

1/2" TUBING W/IN

1" CONDUIT

OUTPUT SIGNALS

TO FEEDERS

ACID FEED

PUMP

MANUAL BACKWASH

CONTROL VALVE

W/ SIGHT GLASS

HYPO

HYPO FEED

PUMP

4" 4"

T

LEVEL SENSOR

FLOW SIGNAL

INPUT

FLOAT VALVE

EX. 8,575 GAL.

COLLECTOR TANK

OUTPUT CONTROL

TO VFD'S

42" Ø HORIZ.

SAND FILTER

P

P

42" Ø HORIZ.

SAND FILTER

ELECTRICALLY

ACTUATED AUTO

BACKWASH VALVE

(TYP.)

OUTPUT CONTROL TO

AUTO BACKWASH

STRAINER VACUUM & FILTER

INFLENT PRESSURE INPUTS

CONTROL SIGNAL

TO SOLENOID

2

1

2

"

2

1

2

"

PROPANE

HEATER

PROPANE

HEATER

OUTPUT CONTROL

SIGNAL TO HEATERS

ELECTRICALLY

ACTUATED PRIMARY

VALVE. SEE MFR.

DETAIL

CONTROL SIGNAL

FROM SENSOR

BUTTERFLY VALVE

(ALL PUMPS)

CONCENTRIC

REDUCER

CENTRIFUGAL

PUMP WITH

S/S ANCHOR

BOLTS

CONCRETE PAD

PRESSURE GAUGE WITH STOP COCK

BUTTERFLY VALVE

(NOT INSTALLED ON

SELF-PRIMING PUMPS

WHICH ARE NOT

FLOODED-SUCTION) (U.N.O.)

WATER

SEAL

FIBERGLASS

STRAINER WITH

INTEGRAL

ECCENTRIC

REDUCER

(U.N.O.)

CONCRETE

PAD

COMPOUND GAUGE WITH STOP

COCK AT PUMP FLANGE GAUGE

TAPPING (TYPICAL)

5" PIPE

DIA. MIN.

NOTE:

1. IF REDUCER IS INSTALLED ON PUMP SUCTION, USE ECCENTRIC REDUCER.

SP

OO

L P

IE

CE

MIN

. 12"

FLEX COUPLING

CHECK VALVE

(ALL PUMPS)

TYPICAL PUMP DETAIL

SCALE: N.T.S.

1

M2.0

6

M3.0

INTERLOCK WITH AUX.

CONTACTS OF POOL

RECIRCULATION PUMP(S)

COMPUTER

NOTES:

1. ACTUAL INSTALLATION MAY VARY.

2. CAN BE OMITTED IF SIGNAL FROM

ELECTRONIC FLOW METER IS AVAILABLE.

3. PROVIDE CHECK VALVE ON CELL

DISCHARGE FOR ROTARY FLOW SWITCH.

TYP. CHEM. CONTROLLER DETAIL

SCALE: N.T.S.

WATER TEST PORT, PROVIDE FLEXIBLE

TUBING CLAMPED TO WALL TO 24" ABOVE

SINK IF AVAILABLE IN FILTER ROOM

3

4

" BALL VALVE

(TYP. 3 PLACES)

THROTTLING VALVES

TUBING IN 1" PVC

TO PUMP SUCTION

PRESSURE GAUGE

WET CELL

REMOVABLE pH AND

ORP PROBES - PLUG

PORT TO CALIBRATE PROBE

115V DEDICATED

CIRCUIT - WITH GFI REFER

TO ELECTRICAL DRAWINGS

D

COMPUTER

MONITORING

CHEMICAL

CONTROLLER

TO ACID PUMP

BY CONTRACTOR

DISINFECTION

SYSTEM BY

CONTRACTOR

FIELD WIRED

TO CONTROLLER

3

4

" UNION

(TYP. 3 PLACES)

ROTARY

FLOW SENSOR

(SEE NOTE 2)

SUPPLY LINE

FROM FILTER

REDUCER

3

4

" Y STRAINER

TYPICAL PIPING PENETRATION DETAILS

SCALE: N.T.S.

5

M3.0

5 x D

NEAREST FITTING NEAREST FITTING

DIRECTION

OF FLOW

NOTE:

DIMENSIONS INDICATED ARE

MINIMUMS. REFER TO

MANUFACTURER

WALL

ADEKA ULTRA

SEAL P-201 OR

APPROVED EQUAL

CARRIER LINE

PROVIDE A SECTION

OF HIGH COMPRESSION

STRENGTH INSULATION

AT EACH HANGER POINT.

INSULATION MAY BE

HANGER ROD

WHERE REQ'D.

INSULATION

ROUND

PIPE

1.

NOTE:

STEEL STRUCTURE TO THE TOP CORD OF JOISTS OR BEAMS.

ATTACH SUPPORTS FOR ALL PIPING SUSPENDED FROM THE

PIPE

UNISTRUT CHANNEL

WHERE REQ'D.

INSULATION

HALF ROUND OR FULL

PIPE ANCHOR

WELDED STEEL

WALL BRACKET

S.S. EXPANSION

ANCHORS, SIZE 7/8"

6" TO 12"

1'-0" X 1'-0" X 3/4" BASE

PLATE W/ 4-3/4" Ø BOLTS

W/ 6" MIN. EMBEDMENT

USING HILTI HIT HY150

TECHNIQUE OR

APPROVED EQUAL

FIN FLOOR

6" Ø STANDARD

WEIGHT PIPE

PIPE COLUMN

STANDARD WEIGHT

1" NON-SHRINK GROUT

AND LARGER

PIPE SIZE 2 1/2"

WITH YOKE

ADJ. PIPE SADDLE

3/4" Ø BOLT (TYP.)

3/4" BASE PLATE

VA

RIE

S

6" M

IN

.

1'-1

1

2

"

1'-6"

NOTE: REFER TO MANUFACTURERS INSTRUCTIONS IF USING SLEEVED PENETRATION

WALL

CARRIER

LINE

LINK SEAL TYPE

WALL SLEEVE

WATERSTOP AND

ANCHOR COLLAR

PIPE HANGER DETAILS

SCALE: N.T.S.

8

M3.0

WALL/FLOOR PIPE SUPPORT DETAILS

SCALE: N.T.S.

7

M3.0

FLOW METER SENSOR DETAIL

SCALE: N.T.S.

4

M2.0

15 x D, IF F = REDUCER

20 x D, IF F = 90° BEND

25 x D, IF F = 2 x 90° BEND

40 x D, IF F = 2 x 90° BEND (3 DIMENSIONS)

50 x D, IF F = PUMP/VALVE

D = DIAMETER OF PIPE

F = FITTING TYPE

PUMP BASE

EQUIPMENT PAD

LOCATION AND SIZE OF ANCHOR

BOLTS AND SLEEVES SHALL

CONFORM TO EQUIPMENT

MANUFACTURER'S

REQUIREMENTS.

3

4

" CHAMFER

(TYP.)

#4 AT 12"

#4 AT 12" WHEN PAD

CAST WITH SLAB

#4 DOWELS AT 12" WHEN

PAD CAST AFTER SLAB.

FILL W/HILTI HY150 EPOXY

OR EQUAL

AS

R

EQ

UIR

ED

12" O.C.

STEEL OR CAST IRON

BASE-GROUT SOLID

S/S BOLT

ANCHOR (NON-FERROUS)

3" M

IN

.

2

M2.0

TYPICAL EQUIPMENT PAD

SCALE: N.T.S.

PIPE

3/8-16 UNC SERRATED

FLANGE NUT 18-8 SS

(TYP. 11 PLACES)

FIELD DRILL 7/16"Ø HOLE IN

SUPPORT STAND TO ALIGN

WITH FACTORY DRILLED CROSS

TREE HOLES (TYP. 5 PLACES)

3/8-16 UNC x 1-1/4"

LONG HEX HEAD BOLT

304 SS (TYP. 11

PLACES)

1/8" x 1" FLAT BAR

BRACE 304 SS (TYP.

OF 2)

1-1/4" x 1-1/4" x 1/8"

ANGLE SUPPORT

BASE SS 304 (TYP. OF

2)

3/8-16 UNC x 3-3/4" LONG

WEDGE TYPE ANCHOR

BOLT 304 SS (TYP. FOR

4) REQ. 3/8"Ø x 2-1/2"

DEEP HOLE

3/8-16 UNC

SERRATED FLANGE

NUT 18-8 SS (1 PER

ANCHOR BOLT)

3/8-16 UNC HEX NUT 304 SS

(1 PER ANCHOR BOLT)

1-1/4" x 1-1/4" x 1/8" ANGLE

CROSS TREE SS 304 (TYP. OF 2)

1-1/4" x 1-1/4" x 1/8"

ANGLE SUPPORT STAND

SS 304 (TYP. OF 2)

NOTES:

1. PARTS SHIPPED LOOSE FOR FIELD

ASSEMBLY.

2. ALL HOLES AND SLOTS ARE FACTORY

PUNCHED UNLESS OTHERWISE NOTED.

3/8"Ø U-BOLT 304 SS

"BACKING U-BOLT

NUT" 3/8-16 UNC

SERRATED FLANGE

NUT 18-8 SS (2 PER

U-BOLT)

± 2" VERTICAL

ADJUSTMENT SLOT

(TYP.)

2" X 2" x 1/8" ANGLE

STAND 304L SS

(FACTORY WELDED

TO BASEPLATE)

"OUTER U-BOLT NUT"

3/8-16 UNC SERRATED

FLANGE NUT 18-8 SS

(2 PER U-BOLT)

3/8-16 UNC HEX NUT

304 SS

3/8-16 UNC SERRATED

FLANGE NUT 18-8 SS

± 1/2" LATERAL

ADJUSTMENT SLOT

PIPE

1/4" THICK BASEPLATE

304L SS

3/8-16 x 3-3/4" LONG WEDGE TYPE

ANCHOR BOLT 304 SS REQ. 3/8"Ø

x 2-1/2" DEEP HOLE

NOTES:

1. FOR "FIXED" SUPPORT: TIGHTEN OUTER U-BOLT NUTS FIRST TO

CLAMP THE PIPE, THEN TIGHTEN BACKING U-BOLT NUTS.

2. FOR "SLIDING" SUPPORT: ADJUST BACKING U-BOLT NUTS TO ALLOW

A 1/16" CLEARANCE BETWEEN THE U-BOLT AND THE PIPE, THEN

TIGHTEN OUTER U-BOLT NUTS.

11

M3.0

10

M3.0

NOTES:

1. PARTS SHIPPED LOOSE FOR FIELD

ASSEMBLY.

2. ALL HOLES AND SLOTS ARE FACTORY

PUNCHED UNLESS OTHERWISE NOTED.

1/4" THICK TAB

FACTORY WELDED TO

DROP PIPE 304L SS

(TYP. FOR TWO, 180°

APART)

SS DROP PIPE

3/8-16 UNC HEX NUT 304

SS (1 PER ANCHOR BOLT)

3/8-16 UNC SERRATED

FLANGE NUT 18-8 SS

(1 PER ANCHOR BOLT)

3/8-16 UNC x 3-3/4" LONG

WEDGE TYPE ANCHOR BOLT

304 SS (TYP. FOR 4) REQ.

3/8"Ø x 2-1/2" DEEP HOLE

3/8-16 UNC SERRATED

FLANGE NUT 18-8 SS

(TYP. 10 PLACES)

FIELD DRILL 7/16"Ø HOLE IN

SUPPORT STAND TO ALIGN WITH

FACTORY DRILLED HOLES IN

TABS (TYP. 4 PLACES)

3/8-16 UNC x 1-1/4" LONG

HEX HEAD BOLT 304 SS (TYP.

10 PLACES)

1/8" x 1" FLAT BAR

BRACE 304 SS (TYP.

OF 2)

2" x 2" x 1/8" ANGLE

SUPPORT BASE SS

304 (TYP. OF 2)

2" x 2" x 1/8" ANGLE

SUPPORT BASE SS

304 (TYP. OF 2)

9

M3.0

ANGLE-TYPE PIPE SUPPORT DETAIL

SCALE: N.T.S.

H-TYPE PIPE SUPPORT DETAIL

SCALE: N.T.S.

DROP PIPE SUPPORT DETAIL

SCALE: N.T.S.

HYDROPHILIC WATERSTOP

LINK-SEAL TYPE PENETRATION

CHAIR

FLOOR

WALL

"B"

"A

"

"C

"

SLOTTED SUCTION DETAIL

SCALE: N.T.S.

3

M1.1

SLOTTED SUCTION SCHEDULE

SLOT WIDTH SLOT WIDTH PIPE Ø TOTAL AREA

"A" "B" SLOT AREA "C" NO. OF SLOTS REQ'D. (FT.²)

1

2

" 6" 0.021 6" 28 0.55

PIPE CAP (TYP.)

NOTE:

DETAIL APPLIES TO BOTH RECIRCULATION PUMPS

M3.0

MECHANICAL DETAILS


REGISTERED ENGINEER

SCALE

PROJECT

DATE

SHEET

CHECKED BY

DESIGNED BY

DRAWN BY

PROJECT NAME


SHEET TITLE

DR

AW

IN

G S

CA

LE

F

AC

TO

R R

EF

ER

EN

CE

S T

O A

F

UL

L S

IZ

E S

HE

ET

(2

2X

34

) S

CA

LE

F

AC

TO

R T

O B

E H

AL

F N

OT

ED

V

AL

UE

W

HE

N P

RIN

TE

D O

N A

H

AL

F S

IZ

E S

HE

ET

(1

1X

17

)


LICENSE # 56714




JEL

JBB

JEL

16004

AS NOTED©

36"28"20"

28.630"24"

16"

23.227"22"14"

16.624"18"12"

9.420"

13"

16"

10"

5.416"8"

3.512"10"6"

CONC.

CU. FT.

SIZE

BA

TEE

X

X

11.2

8.9

6.6

3.6

2.1

1.3

34"

24"

20"

16"

13"

10"

8"

B

20"

16"

12"

11"

10"

8"

6"

A

CONC.

CU. FT.

19.1

14.9

8.6

5.9

3.7

3.0

34"

27"

24"

21"

17"

13"

10"

B

26"

21"

19"

16"

14"

12"

9"

A

CONC.

CU. FT.

1/8 ELBOWS

37.8

29.8

21.1

11.3

7.2

3.2

34"

27"

24"

21"

17"

13"

10"

B

47"

38"

35"

29"

26"

22"

16"

A

1/4 ELBOWS

20"

16"

14"

12"

10"

8"

6"

CONC.

CU. FT.

SIZE

TEE - PLAN

ELBOW - PLAN

ELBOW - SECTION

1/16 ELBOWS

BB

45°0'39"

24" MIN.: 12" & LARGER PIPE

18" MIN.: 10" & SMALLER

6" M

IN

.

AA

1

2"

M

A

X

.

BB

45°0'39"

24" MIN.: 12" &

LARGER PIPE

6" M

IN

.

1

2

" MAX.

A A

NOTE:

1. ALL BEARING SURFACE TO BE CARRIED TO UNDISTURBED EARTH.

2. THESE TABLES SHOW MINIMUM SIZE THRUST BLOCKS FOR GOOD SOILED (A-1 THRU A-3, CLEAN SAND AND GRAVELS.)

3. POOR SOILS (A-4 THRU A-8, SILTY SOILS, CLAY, MULCH AND PEAT SHALL BE REMOVED AND REPLACED WITH COMPETENT

MATERIAL (A-1 THRU A-3) PRIOR TO POURING THRUST BLOCK.

CONCRETE NOT TO

INTERFERE WITH

WRENCHES AT BOLT

POINTS

THRUST BLOCK DETAIL

SCALE: N.T.S.

1

M3.1

FILTER FOUNDATION PLAN

N.T.S.

3

M3.1

13'-0"

10

'-0

"

8

SP

6.1SEE FILTER SUPPLIER'S

PRINTED INSTRUCTIONS

FOR FILTER CONNECTION

TO FOUNDATION

16" SLAB-ON-GRADE

W/ #5 @ 12" OC EW

TOP & BOTTOM OVER

COMPACTED FILL,

FIELD VERIFY TOP OF

FOUNDATION ELEV.

SE

E P

LA

N

SLAB REINF. PER PLAN

2"

1'-2

"

7,700# MAX.

7,700# MAX.

FIN. GRADE PER CIVIL

4"Ø BACKWASH

6"Ø FROM RECIRC. PUMPS

6"Ø FILTERED WATER

4" MANUAL BACKWASH

CONTROL VALVE W/ SIGHT

GLASS

6" ELECTRICALLY ACTUATED

PRIMARY VALVE

FILTER MANIFOLD DETAIL

SCALE: N.T.S.

2

M1.1

ELECTRICALLY ACTUATED

BACKWASH VALVE (TYP. 2)

M3.1

MECHANICAL DETAILS


REGISTERED ENGINEER

SCALE

PROJECT

DATE

SHEET

CHECKED BY

DESIGNED BY

DRAWN BY

PROJECT NAME


SHEET TITLE

DR

AW

IN

G S

CA

LE

F

AC

TO

R R

EF

ER

EN

CE

S T

O A

F

ULL S

IZ

E S

HE

ET

(22X

34) S

CA

LE

F

AC

TO

R T

O B

E H

ALF

N

OT

ED

V

ALU

E W

HE

N P

RIN

TE

D O

N A

H

ALF

S

IZ

E S

HE

ET

(11X

17)


LICENSE # 56714




JEL

JBB

JEL

16004

AS NOTED©

EXISTING SWIMMING POOL

DECK

DECK

DECK

E0.1

OVERALLSITE PLAN


REGISTERED ENGINEER

SCALE

PROJECT

DATE

SHEET

CHECKED BY

DESIGNED BY

DRAWN BY

PROJECT NAME


SHEET TITLE

DR

AW

IN

G S

CA

LE

F

AC

TO

R R

EF

ER

EN

CE

S T

O A

F

UL

L S

IZ

E S

HE

ET

(2

2X

34

) S

CA

LE

F

AC

TO

R T

O B

E H

AL

F N

OT

ED

V

AL

UE

W

HE

N P

RIN

TE

D O

N A

H

AL

F S

IZ

E S

HE

ET

(1

1X

17

)


LICENSE # 56714




JEL

JBB/SAA

JEL/WH

16004

AS NOTED©

E1.0

POOL GROUNDING,BONDING, AND DETAILS

SCALE: =

0

NORTH

2' 4'

1'-0"

8' 12'

1/4"

GROUNDING & BONDING PLAN

1. EQUIPOTENTIAL BONDING. ALL METAL PARTS WITHIN 5' OF THE RUNOUT DECK AND ALL METAL PARTS OF

ASSOCIATED ELECTRICAL EQUIPMENT SHALL BE BONDED TOGETHER PER NEC 680 AND LOCAL CODES.

2. ALL BONDING CONDUCTORS SHALL BE #8 AWG SOLID COPPER.

3. ALL BONDING SHALL BE CONTINUOUS WITHOUT SPLICES. ALL CONNECTIONS SHALL BE MADE BY EXOTHERMIC

WELD OR FITTING APPROVED FOR SUCH USE IN POOLS OR AQUATIC INSTALLATIONS.

4. SEE PROJECT GENERAL NOTES ON SHEET E0.0 FOR MORE INFORMATION.

DECK REINFORCING

STEEL IN CONCRETE OR

BOLTED PERIMETER METAL

NOT TO SCALE

TYPICAL POOL BONDING DETAIL2

POOL RECIRC. PUMP (ATTACH TO EQUIPMENT

GROUNDING CONDUCTOR FOR PUMP MOTOR

CIRCUIT).

#4/0 AWG BARE COPPER

GROUNDING CONDUCTOR.

BURY A MINIMUM OF 30"

(762mm) BELOW GRADE.

10' x 3/4" (3m x 19mm)

COPPER CLAD GROUND ROD

EXOTHERMICALLY

WELDED CONNECTION.

NOT TO SCALE

TYPICAL GROUND ROD DETAIL

3

E1.0

E1.0

CONTROL PANEL

DECK REINFORCING

STEEL IN CONCRETE OR

BOLTED PERIMETER METAL

NOTES :

1. GROUND AND BOND ALL POOLS AND RELATED EQUIPMENT IN ACCORDANCE WITH NEC ARTICLES 250 AND

680. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR TO ENSURE THAT ALL

METALLIC PARTS OF THE POOL STRUCTURE, INCLUDING THE POOL SHELL AND DECK REINFORCING BARS

AND ALL OTHER METAL PARTS ARE BONDED PER NEC ARTICLE 250 AND 680. BOND TOGETHER

REINFORCING BARS USING STEEL TIE WIRES. BOND ALL METAL PARTS TO POOL REINFORCING BARS USING

#8 AWG COPPER WIRES. THESE METAL PARTS INCLUDE, BUT ARE NOT LIMITED TO LADDERS, RAILINGS,

PIPING, CONDUIT, METAL DOOR FRAMES AND METAL PARTS WITHIN 5' OF INSIDE WALL OF POOL.

CONNECTION SHALL BE EXOTHERMIC WELD, LISTED PRESSURE CONNECTORS OR CLAMPS AS APPLICABLE.

GROUND STEEL COLUMNS (I.E. FOR TOWERS OR SLIDES) PER NEC ARTICLE 250 AND 680 AND NFPA 780. IF

REINFORCING BARS ARE ENCAPSULATED WITH A NONCONDUCTIVE COMPOUND, CONTACT ENGINEER

BEFORE PROCEEDING.

2. THIS ELECTRICAL INSTALLATION SHALL MEET ALL REQUIREMENTS OF NEC ARTICLES 250 AND 680. IN

ACCORDANCE WITH THIS, UNDERGROUND WIRING SHALL NOT BE PERMITTED UNDER THE POOL OR WITHIN 5'

HORIZONTALLY FROM THE INSIDE WALL OF THE POOL UNLESS THIS WIRING IS NECESSARY TO SUPPLY POOL

EQUIPMENT PERMITTED BY NEC ARTICLE 680. ALL RECEPTACLES SHALL BE LOCATED AT LEAST 10' FROM

THE INSIDE WALL OF POOLS. ALL RECEPTACLES WITHIN 20' OF THE POOL SHALL HAVE GFCI PROTECTION.

ADDITIONALLY, ALL UNDERWATER LIGHTING SHALL BE GFCI PROTECTED. MOUNTING HEIGHT FOR ANY

LIGHT FIXTURES SUSPENDED OVER POOLS SHALL BE NOT LESS THAN 12' ABOVE MAXIMUM WATER LEVEL.

3. RECIRCULATION PUMP SHALL BE ELECTRICALLY INTERLOCKED WITH CHEMICAL EQUIPMENT, IF

APPLICABLE.

4. AN EQUIPOTENTIAL COMMON BONDING GRID IS REQUIRED FOR ALL PAVED WALKING SURFACES WITHIN

THREE FEET OF THE INSIDE WALLS OF THE POOL AND/OR SPA FOR THE ENTIRE POOL PERIMETER. THE

BONDING GRID MAY BE COMPOSED OF STEEL REINFORCING RODS (REBAR), OR #8 BARE, SOLID COPPER

CONDUCTORS. 6 X 6 X 10 WELDED WIRE FABRIC (MESH) IS ACCEPTABLE WHEN PROPERLY INSTALLED ON

CHAIRS AND EACH SECTION IS CLAMPED WITH APPROPRIATE LISTED DEVICES AND/OR #8 SOLID COPPER

JUMPERS. THE BONDING GRID MAY NOT BE INSTALLED DIRECTLY IN EARTH CONTACT OR WITHOUT PROPER

COVER. THE INSTALLATION MUST BE IN ACCORDANCE WITH 680.26(C), NATIONAL ELECTRIC CODE (NEC) -

LATEST AND THE FLORIDA BUILDING CODE (FBC) - LATEST W/ AMENDMENTS.

5. THE FOLLOWING IS AN ACCEPTABLE ALTERNATIVE TO THE BONDING GRID DEFINED IN NOTE #8, ABOVE: AN

UNDERGROUND BONDING CONDUCTOR MADE OF A SINGLE #8 AWG BARE SOLID COPPER WIRE BURIED TO A

MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW SUBGRADE AND 18 INCHES TO 24 INCHES FROM INSIDE

WALL OF THE SWIMMING POOL OR SPA. THIS IS DEFINED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO

COMPLIANCE WITH S.680.26(C) OF THE NEC (2011), NFPA 20, ADOPTED BY REFERENCE WITHIN FBC.

84"

ABOVE FINISHED FLOOR

AFF

J

84"

AUTHORITY HAVING JURISDICTION

AHJ

ABBREVIATIONS:

30/2/30

NOT IN CONTRACTNIC

WPWEATHER PROOF (& GFI)

UNDERGROUND SECONDARY

US

5

S

3

S

LEGEND:

UNDERGROUND PRIMARY

UNLESS NOTED OTHERWISE

GALVANIZED RIGID STEEL

OVERHEAD PRIMARY

GROUND FAULT CIRCUIT INTERRUPT

UP

UNO

GFI

OHP

GRS

TYP. TYPICAL

HEATER CASE

JUNCTION BOX (IF USED)

TRANSFORMER

TYPICAL BONDING

SCHEMATIC

N.T.S.

CONTROL PANEL

METAL CONDUITS

OR PIPING SYSTEM

POOL LIGHT

POOL

REINFORCING

STEEL

LADDER, HAND RAIL,

DIVING BOARD, ETC...

PUMP MOTOR

TYPICAL GROUNDING SCHEMATIC

N.T.S.

SERVICE PANEL

NEUTRAL BAR

GROUND BAR

TRANSFORMER

TO GROUND

NEUTRAL

BAR

PUMP

MOTOR

INCOMING POWER SUPPLY

POOL LIGHT

#8 BOND TO

STRUCTURAL

STEEL

3 CONDUCTOR

H-N-G

#8 BOND IN

PVC CONDUIT

GROUND BAR

CONTROL PANEL

#8 BOND TO

STRUCTURAL STEEL

GROUNDING TERMINAL

FLEXIBLE CORD


REGISTERED ENGINEER

SCALE

PROJECT

DATE

SHEET

CHECKED BY

DESIGNED BY

DRAWN BY

PROJECT NAME


SHEET TITLE

DR

AW

IN

G S

CA

LE

F

AC

TO

R R

EF

ER

EN

CE

S T

O A

F

UL

L S

IZ

E S

HE

ET

(2

2X

34

) S

CA

LE

F

AC

TO

R T

O B

E H

AL

F N

OT

ED

V

AL

UE

W

HE

N P

RIN

TE

D O

N A

H

AL

F S

IZ

E S

HE

ET

(1

1X

17

)


LICENSE # 56714




JEL

JBB/SAA

JEL/WH

16004

AS NOTED©

1

2

3

4

5

6

PUMP HOUSE POWERSCALE: 1/4" = 1'-0"

E1.1

POOL ELECTRICALEQUIPMENT PLAN


REGISTERED ENGINEER

SCALE

PROJECT

DATE

SHEET

CHECKED BY

DESIGNED BY

DRAWN BY

PROJECT NAME


SHEET TITLE

DR

AW

IN

G S

CA

LE

F

AC

TO

R R

EF

ER

EN

CE

S T

O A

F

ULL S

IZ

E S

HE

ET

(22X

34) S

CA

LE

F

AC

TO

R T

O B

E H

ALF

N

OT

ED

V

ALU

E W

HE

N P

RIN

TE

D O

N A

H

ALF

S

IZ

E S

HE

ET

(11X

17)


LICENSE # 56714




JEL

JBB/SAA

JEL/WH

16004

AS NOTED©

E1.2

POOL ELECTRICALRISER DIAGRAMS


REGISTERED ENGINEER

SCALE

PROJECT

DATE

SHEET

CHECKED BY

DESIGNED BY

DRAWN BY

PROJECT NAME


SHEET TITLE

DR

AW

IN

G S

CA

LE

F

AC

TO

R R

EF

ER

EN

CE

S T

O A

F

ULL S

IZ

E S

HE

ET

(22X

34) S

CA

LE

F

AC

TO

R T

O B

E H

ALF

N

OT

ED

V

ALU

E W

HE

N P

RIN

TE

D O

N A

H

ALF

S

IZ

E S

HE

ET

(11X

17)


LICENSE # 56714




JEL

JBB/SAA

JEL/WH

16004

AS NOTED©

Documents

FOR FRIEDA ZAMBA POOL - Palm Coast, Floridadocs.palmcoastgov.com/departments/purchasing/bids/688-8280.pdf · wet engineering project no. 16004 released for construction by: date: