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X 2'" RED.
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STUB OUT FOR CLEANER
SAFETY BARRIERS:
FENCE & DOOR/WINDOW ALARMS
UP TO POOL SAFETY CODE
DIMENSIONS TAKEN FROM
EDGE OF WATER TO
PROPERTY LINE
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STUB OUT FOR CLEANER
SAFETY BARRIERS:
FENCE & DOOR/WINDOW ALARMS
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EDGE OF WATER TO
PROPERTY LINE
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JOB SPECIFIC PIPE SIZING, TOTAL DYNAMIC NEA[
CALCULATIONS AND EQUIPMENT SPECIFICATIONS
AND DOCUMENTATION ARE TO BE PROVIDED BY
POOL CONTRACTOR FOR EACH PROJECT. TPE P(
CONTRACTOR -MUST USE TPE MAXIMUM FLOW CAP
OF THE SELECTED PUMP AND PROVIDE PYDRAUL
CALCULATIONS FOR TDP TO DETERMINE PROPER
PUMP AND PIPING SIZING. TPE MANUFACTURER'S
EQUIPMENT SPECIFICATIONS AND OTPER DOCUME
FOR PUMPS, FILTERS, PEATER EQUIPMENT AND 1`1<
DRAINS AND COVERS ARE TO BE SUBMITTED FO'
REVIEW AND DOCUMENTATION FOR SIZING TPE
CIRCULATION SYSTEM.
RECIRCULATION
OHLORINATC
POOL
FILTER
----------
----------
MAIN
---------
I'
II
II
II
1i
1'
II
it
II
i'
MAIN DRAIN GTION
l
hKWMER SUCTION i
1
Ili Ii _ mj
III LL= _
—
1'I
III
III
Iil
III
III
i I RETURN I I
----
III IL
I I �-
i I
I I
I I
I I
I I
II
II
WATER LINE
DECK OVER
POUR OR
T�.. BRICK COPING
RETURN INLET WII
(OPTION WALL RETURNS)ZII RETURN INLET
RETURN INLET II
!OPTION WALL RE N5) J11
lNDERWATER LIGHT ZII
PL
it
MAIN DRAINS MEET THE VIRGINIA GRAEME 711
— BAKER POOL AND SPA SAFETY ACT. --- wj
til
JL_�
I� }G�===� ________________fir —_—___ _�
El
II I� K
>
II FLOOR RETURN
ji 3 REQ'D.
tl
II
RETURN INLET �RET RN INLET 2(�
SKIMMER / (OPTIN WALL RETURNS) T}pp
Ii
INNER
---------------------------
-------------------------
RETURN
LINE
(OPTION WALL RETURNS)
T'rf=IGAL S1e-11MMING POOL
LOW
PROFILE _6„ VARIES
JUNCTION 4.0' SWIM
BOX OUT 6"X6„ 113 BARS GRADE 40,12" D.G.
CERAMIC TILE VERTICAL AND
MIN.
HORIZONTAL (TYP)
1 ri \- WATER LINE
tt� 3"
QUARTZ
FINIIN1 SH
UL APPROVED�p0
UNDERWATER LIGHT r�.�_.••• J—
0 ,
POOL 5HELL 3000 P5: PUMP MIX CONCRETE 000
PNEUMATICALLY APPLIED. apO o°080
IN VERTICAL WALLS (TYP) 0008 MAIN DRAIN W/ RELIEF PWG OR 2"
6'-8" IN COVES AND FLOOR5 (TYP)HYDROSTATIC RELIEF VALVE, IF REQ'D.
GUNITE MAY BE SUBSITIUTED
°o ° 8o
2500 MIN. bpo ROGKBED
FOR 3000 PSI CONCRETE DEEP END FLOOR aND88a
°
WALL REINFORCEMT T
TO SLOPE BREAK -
+3 BAR 0 12" ON CE NTER, EACH WAY c 8.0' DEEP
1'3 BAR ® G" ON G TER, EACH WAY > 8.0' DEEP AND OVER.
SWIMMING FOOL SECTION
O
in
03 BARS 12" ON CENTER
EACH WAY (GRADE 40)
\ !-+3 BAR CONT.
6" OF WATER IN 5" THICK BOND
LINE TILES BEAM
ALTERNATE BEAM
FINISH DETAIL
PAVER DECKING OR
4" THICK CONCRETE DECK
W/ FIBER MIX 2500 PSI
OR WIRE MESH
GENERAL NOTES:
I. POOL 15 TO BE BUILT TO COMPLY WITH FLORIDA,
COUNTY AND CITY BUILDING CODES.
2. ALL METAL PARTS WITHIN 5 FT. WILL BE GROUNDED
AS PER NATIONAL ELECTRIC CODE AND AS REQUIRED
BY LOCAL INSPECTOR.
3. FILTRATION SYSTEM WILL HAVE SUFFICIENT CAPACITY
TO PROVIDE A COMPLETE TURNOVER OF POOL WATER
IN (12) TWELVE HOURS OR LESS.
4. POOL CONSTRUCTION TO BE THE SAME REGARDLESS
OF 51ZE AND SHAPE. IF FILL 15 REQUIRED FOR 2 FT. TO
4 FT. OF WALL HEIGHT THEN WALLS HAVE TO BE
REINFORCED WITH ADDITIONAL STEEL (8" O.G. BOTH WAYS)
AND/ OR EXTRA WALL THICKNE55 (8` TO 10")
5. ALL PVC PIPE WILL BE SCHEDULE 40.
6.ALL METAL FIXTURES AND POOL LIGHTS TO BE BONDED
TO POOL STEEL AND GROUND WIRE.
1. POOL ALARMS DO NOT NEED TO BE HARDWIRED
8. 501L CONDITIONS AT POOL LOCATION ARE ASSUMED
TO BE ADEQUATE FOR A SINGLE FAMILY DWELLING.
9, TERMITE CONTROL WILL BE APPLIED UNDER ALL
POOL DECKS.
10, ALL PUMPS AND FILTERS WILL BE ANCHORED TO A
CONCRETE PAD WITH TAP CON ANCHORS.
I1. ALL POOL AND SPA SUCTION INLETS SHALL BR PROVIDED
WITH A COVER THAT HAS BEEN TESTED AND ACCEPTED
BY A RECOGNIZED TESTING FACILITY AND COMPLY WITH
A.N.S.IJA.5Mr=. A112.19, 8M, "SUCTION FITTINGS FOR USE IN
5WIMIMIN0 POOLS, SPAS, HOT TUBS, AND WHIRLPOOLS BATHTUB
APPLIANCES"
12. THE POOL DESIGN WILL MEET CHAPTERS 42 AND 45 OF THE 2011
FLORIDA BUILDING CODE 6TH EDITION.
13. RESIDENTIAL POOLS MUST COMPLY W1TH CHAPTERS 42 AND 45 OF
THE 2011 FLORIDA BUILDING CODE 6TH EDITION.
14. POOL CONSTRUCTION WILL MEET 2014 NATIONAL ELECTRIC,
CODE. SEE 68026 (B)!2)(bl FOR PERIMETER BONDING
USING AT LEAST ONE! I) 08 AWG BARE 50LID COPPER
CONDUCTOR.
15. FOR RESIDENTIAL POOLS UP TO A WATER DEPTH
OF 8'-0" t13 REBAR 12" O.C.B.W. OVER 8'-0";
SPECIAL ENGINEERING IS REQUIRED AND 15 NOT
A PART OF THI5 DRAWING SPECIFICATIONS. WALL
THICKNE55 SHALL PROVIDE CODE COVER OVER
REINFORCING. FOR OVER 8'-0" A SPECIAL DE51GN
WILL BE REQUIRED.
I6. RESIDENTIAL POOLS SHALL COMPLY WITH THE
ANSI/AP5P/I00-5 2011 FOR RESIDENTIAL INGROUND POOLS,
ANSI/AP5P/ICC-3 2014 FOR PERMANENTLY INSTALLED
RESIDENTIAL SPAS, AND AN51/AP5P/ICC-1 2013 FOR
SUCTION ENTRAPMENT AVOIDANCE STANDARDS.
AND ANSI/AP5P/IGC-15A 2013 STANDARD FOR RESIDENTIAL
SWIMMING POOL AND SPA ENERGY EFFICIENCY
IT DO NOT USE OR OPERATE POOL OR SPA IF THE SUGTION
FITTING 15 MISSING, BROKEN, OR LOOSE.
18. IF THE SUCTION INLET SYSTEM, SUCH AS AN AUTOMATIC
CLEANING SYSTEM, 15 A VACUUM CLEANER SYSTEM WHICH
HAS A SINGLE SUCTION INLET, OR MULTIPLE SUCTIONS INLETS
WHICH CAN BE ISOLATED BY VALVES, THEN EACH SUCTION
INLET SHALL PROTECT AGAINST USER ENTRAPMENT BY EITHER
AN APPROVED ANTI -VORTEX COVER, 12" X 12" GRATE OR LARGER,
OR OTHER APPROVED MEANS.
COMPACTED SOIL UNDER PARKER MYNGNENBERG 4 A5500. INC
CONCRETE DECK PROFESSIONAL ENGINEERS LANDSCAPE ARCWITECTS
1129 RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32111
(386) 611-6891 FAX (386) 611-2114
NOT VALID WITHOUT
EMB055ED SEAL.
i
V`
FcB 0 6
L
PARKER MYNI tdt_—G, P.E.
TYF`IGAL
RE51 DENTAL SW/POOL
DESIGN FOR
SURE51 DE POOLS
313 BEACH BOULEVARD
JACKSONVILLE BEACH, FL. 32250
(q041 246-2666
STATE LICENSE OF0044080
THI5 SIGNED AND SEALED SHEET 15 TO BE USED AS A MASTER
FILE COPY . IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE
YEAR EXPIRING ON 12/31/18. IF THE FLORIDA BUILDING CODE
15 ALTERED OR MODIFIED BEFORE THAT DATE, THI5 DRAWING
MAY BE RENDERED VOID.
032645 SWEET I OF 5
THE MAIN DRAIN PIPE INVERT NEEDS TO BE IS TIMES
THE DIAMETER DOWN FROM THE TOP OF THE
THE
MAIN DRAIN GRATE TO THE TOP OF THE
IOL
MAIN DRAIN PPE, IF THE PIPE COMES IN VERTICAL
Y
TO THE MAIN DRAIN BOX.
AGI
IF THE MAIN DRAIN PIPE COMES INTO THE
G
MAIN DRAIN BOX HORIZONTALLY, THE COVER
FROM THE TOP OF THE GRATE TO THE TOP
OF THE MAIN DRAIN PIPE NEEDS TO BE 15
TIMES THE DIA. OF THE MAIN DRAIN PIPE.
gTATION
2-03 BARS -
IN
1 -1/2 TIMES THE DIA.
1-1/2 TIMES THE DIA.
CONT. IN
8"X8" BOND
BEAM
MAIN
MAIN DRAIN
DRAIN
RETURN LINE
-------,i
n
- (OPTION WALL RETURNS) __________________1i
I
it
WATER LINE
DECK OVER
POUR OR
T�.. BRICK COPING
RETURN INLET WII
(OPTION WALL RETURNS)ZII RETURN INLET
RETURN INLET II
!OPTION WALL RE N5) J11
lNDERWATER LIGHT ZII
PL
it
MAIN DRAINS MEET THE VIRGINIA GRAEME 711
— BAKER POOL AND SPA SAFETY ACT. --- wj
til
JL_�
I� }G�===� ________________fir —_—___ _�
El
II I� K
>
II FLOOR RETURN
ji 3 REQ'D.
tl
II
RETURN INLET �RET RN INLET 2(�
SKIMMER / (OPTIN WALL RETURNS) T}pp
Ii
INNER
---------------------------
-------------------------
RETURN
LINE
(OPTION WALL RETURNS)
T'rf=IGAL S1e-11MMING POOL
LOW
PROFILE _6„ VARIES
JUNCTION 4.0' SWIM
BOX OUT 6"X6„ 113 BARS GRADE 40,12" D.G.
CERAMIC TILE VERTICAL AND
MIN.
HORIZONTAL (TYP)
1 ri \- WATER LINE
tt� 3"
QUARTZ
FINIIN1 SH
UL APPROVED�p0
UNDERWATER LIGHT r�.�_.••• J—
0 ,
POOL 5HELL 3000 P5: PUMP MIX CONCRETE 000
PNEUMATICALLY APPLIED. apO o°080
IN VERTICAL WALLS (TYP) 0008 MAIN DRAIN W/ RELIEF PWG OR 2"
6'-8" IN COVES AND FLOOR5 (TYP)HYDROSTATIC RELIEF VALVE, IF REQ'D.
GUNITE MAY BE SUBSITIUTED
°o ° 8o
2500 MIN. bpo ROGKBED
FOR 3000 PSI CONCRETE DEEP END FLOOR aND88a
°
WALL REINFORCEMT T
TO SLOPE BREAK -
+3 BAR 0 12" ON CE NTER, EACH WAY c 8.0' DEEP
1'3 BAR ® G" ON G TER, EACH WAY > 8.0' DEEP AND OVER.
SWIMMING FOOL SECTION
O
in
03 BARS 12" ON CENTER
EACH WAY (GRADE 40)
\ !-+3 BAR CONT.
6" OF WATER IN 5" THICK BOND
LINE TILES BEAM
ALTERNATE BEAM
FINISH DETAIL
PAVER DECKING OR
4" THICK CONCRETE DECK
W/ FIBER MIX 2500 PSI
OR WIRE MESH
GENERAL NOTES:
I. POOL 15 TO BE BUILT TO COMPLY WITH FLORIDA,
COUNTY AND CITY BUILDING CODES.
2. ALL METAL PARTS WITHIN 5 FT. WILL BE GROUNDED
AS PER NATIONAL ELECTRIC CODE AND AS REQUIRED
BY LOCAL INSPECTOR.
3. FILTRATION SYSTEM WILL HAVE SUFFICIENT CAPACITY
TO PROVIDE A COMPLETE TURNOVER OF POOL WATER
IN (12) TWELVE HOURS OR LESS.
4. POOL CONSTRUCTION TO BE THE SAME REGARDLESS
OF 51ZE AND SHAPE. IF FILL 15 REQUIRED FOR 2 FT. TO
4 FT. OF WALL HEIGHT THEN WALLS HAVE TO BE
REINFORCED WITH ADDITIONAL STEEL (8" O.G. BOTH WAYS)
AND/ OR EXTRA WALL THICKNE55 (8` TO 10")
5. ALL PVC PIPE WILL BE SCHEDULE 40.
6.ALL METAL FIXTURES AND POOL LIGHTS TO BE BONDED
TO POOL STEEL AND GROUND WIRE.
1. POOL ALARMS DO NOT NEED TO BE HARDWIRED
8. 501L CONDITIONS AT POOL LOCATION ARE ASSUMED
TO BE ADEQUATE FOR A SINGLE FAMILY DWELLING.
9, TERMITE CONTROL WILL BE APPLIED UNDER ALL
POOL DECKS.
10, ALL PUMPS AND FILTERS WILL BE ANCHORED TO A
CONCRETE PAD WITH TAP CON ANCHORS.
I1. ALL POOL AND SPA SUCTION INLETS SHALL BR PROVIDED
WITH A COVER THAT HAS BEEN TESTED AND ACCEPTED
BY A RECOGNIZED TESTING FACILITY AND COMPLY WITH
A.N.S.IJA.5Mr=. A112.19, 8M, "SUCTION FITTINGS FOR USE IN
5WIMIMIN0 POOLS, SPAS, HOT TUBS, AND WHIRLPOOLS BATHTUB
APPLIANCES"
12. THE POOL DESIGN WILL MEET CHAPTERS 42 AND 45 OF THE 2011
FLORIDA BUILDING CODE 6TH EDITION.
13. RESIDENTIAL POOLS MUST COMPLY W1TH CHAPTERS 42 AND 45 OF
THE 2011 FLORIDA BUILDING CODE 6TH EDITION.
14. POOL CONSTRUCTION WILL MEET 2014 NATIONAL ELECTRIC,
CODE. SEE 68026 (B)!2)(bl FOR PERIMETER BONDING
USING AT LEAST ONE! I) 08 AWG BARE 50LID COPPER
CONDUCTOR.
15. FOR RESIDENTIAL POOLS UP TO A WATER DEPTH
OF 8'-0" t13 REBAR 12" O.C.B.W. OVER 8'-0";
SPECIAL ENGINEERING IS REQUIRED AND 15 NOT
A PART OF THI5 DRAWING SPECIFICATIONS. WALL
THICKNE55 SHALL PROVIDE CODE COVER OVER
REINFORCING. FOR OVER 8'-0" A SPECIAL DE51GN
WILL BE REQUIRED.
I6. RESIDENTIAL POOLS SHALL COMPLY WITH THE
ANSI/AP5P/I00-5 2011 FOR RESIDENTIAL INGROUND POOLS,
ANSI/AP5P/ICC-3 2014 FOR PERMANENTLY INSTALLED
RESIDENTIAL SPAS, AND AN51/AP5P/ICC-1 2013 FOR
SUCTION ENTRAPMENT AVOIDANCE STANDARDS.
AND ANSI/AP5P/IGC-15A 2013 STANDARD FOR RESIDENTIAL
SWIMMING POOL AND SPA ENERGY EFFICIENCY
IT DO NOT USE OR OPERATE POOL OR SPA IF THE SUGTION
FITTING 15 MISSING, BROKEN, OR LOOSE.
18. IF THE SUCTION INLET SYSTEM, SUCH AS AN AUTOMATIC
CLEANING SYSTEM, 15 A VACUUM CLEANER SYSTEM WHICH
HAS A SINGLE SUCTION INLET, OR MULTIPLE SUCTIONS INLETS
WHICH CAN BE ISOLATED BY VALVES, THEN EACH SUCTION
INLET SHALL PROTECT AGAINST USER ENTRAPMENT BY EITHER
AN APPROVED ANTI -VORTEX COVER, 12" X 12" GRATE OR LARGER,
OR OTHER APPROVED MEANS.
COMPACTED SOIL UNDER PARKER MYNGNENBERG 4 A5500. INC
CONCRETE DECK PROFESSIONAL ENGINEERS LANDSCAPE ARCWITECTS
1129 RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32111
(386) 611-6891 FAX (386) 611-2114
NOT VALID WITHOUT
EMB055ED SEAL.
i
V`
FcB 0 6
L
PARKER MYNI tdt_—G, P.E.
TYF`IGAL
RE51 DENTAL SW/POOL
DESIGN FOR
SURE51 DE POOLS
313 BEACH BOULEVARD
JACKSONVILLE BEACH, FL. 32250
(q041 246-2666
STATE LICENSE OF0044080
THI5 SIGNED AND SEALED SHEET 15 TO BE USED AS A MASTER
FILE COPY . IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE
YEAR EXPIRING ON 12/31/18. IF THE FLORIDA BUILDING CODE
15 ALTERED OR MODIFIED BEFORE THAT DATE, THI5 DRAWING
MAY BE RENDERED VOID.
032645 SWEET I OF 5
iccc.i' UL.A 11vry
CHLORINATC
POOL
FILTER
THERAPY JET
RETURN LINE
�\ II
11
II
i
I�
MAIN DRAIN (SUCTION) I I
to Z 1 1
RETURN LINE
_________________------------------
-
TYP I GAL SPA POOL
POOL SHELL 3000 P51 CONCRETE
PNEUMATICALLY APPLIED.
G" IN VERTICAL WALLS (TYP)
G" IN COVES AND FLOORS (TYP)
2500 MIN. GUNITE MAY BE 5UBSITIUTED
FOR 3000 PSI CONCRETE
1/2" QUARTZ
FINISH
UL APPROVED
UNDERWATER
LIGHT
11 --
MAIN DRAINS MEET TPI- VIRGINIA GRAEME
I -I BAKER POOL AND SPA SAFETY ACT.
�I (SECOND MAIN DRAIN MAY BE ON SIDE WALL)
.1
Ir i
II I
iiEtF I
II it
II II
II II
11 II
__J 1
II II
II II
IL--_____---.,- _ JI
----------------
2 MAIN DRAINS ON FLOOR
WATER
LINE
6"X6" CERAMIC TILE
I I
COMPACTED 501L L o J
UNDER CONCETE r
DECK
MAIN DRAIN z_
SUCTION LINE
-------------------------
---------------------------
0
p0.00
0.000
MAIN DRAIN W/ RELIEF
PLUG OR 2"
HYDROSTATIC RELIEF
VALVE, IF REQV.
SECTION
ROCKBED
TER LIGHT
3/4" BULLNOSE
TILE OPTIONAL
ON EDGE OF
STEP,
PAVER DECKING OR
4" THICK CONCRETE
DECK W/ FIBERMIX
3000 P51 ---1
LOW
/ PROFILE
JUNCTION
BOX
THE MAIN DRAIN PIPE INVERT NEEDS TO BE 1.5 TIMES
THE DIAMETER DOWN FROM THE TOP OF THE
MAIN DRAIN GRATE TO THE TOP OF THE
MAIN DRAIN PIPE, IF THE PIPE COMES IN VERTICAL
TO THE MAIN DRAIN BOX,
IF THE MAIN DRAIN PIPE COMES INTO THE
MAIN DRAIN BOX HORIZONTALLY, THE COVER
FROM THE TOP OF THE GRATE TO THE TOP
OF THE MAIN DRAIN PIPE NEEDS TO BE 1.5
TIMES THE DIA. OF THE MAIN DRAIN PIPE,
1-1/2 TIMES THE DIA.
1-1/2 TILS THE DIA.
MAIN
MAIN DRAIN
DRAIN
CAP TILE/ BRICK/ OR CANTILEVER WITH
WATERLINE TILE
2-M3 REBAR
CONTINUOUS
STEEL I `
REINFORCED
CONCRETE
c`
r'
DECK AND TILE DETAIL.
EXTRA 05 BARS NOT VALID WITHOUT
CONTINUOUS EMBOSSED SEAL.
03 BARS 12" O.G. f'
VERTICAL AND
HORIZONTAL (TYP) /
( GRADE 40)
1
,a FEB u 6 2018
ACRLYIC FINISH
PARKER MYNOPENSERG 4 ASSOC. INC
PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
1'129 RIDGEWOOD AVENUE HOLLY HILL FLORIDA 3211-1
(386) 6-71-6891 FAX (386) 6-77-2114
TYPICAL
RESIDENTAL SW/POOL
DESIGN FOR
SURFSIDE POOLS
313 BEACH BOULEVARD
JACKSONVILLE BEACH, FL. 32250
(904) 246-2666
STATE LICENSE CPC044080
TP15 SIGNED AND SEALED SHEET 15 TO BE USED AS A MASTER
FILE COPY . IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE
YEAR EXPIRING ON 12/31/18, IF THE FLORIDA BUILDING CODE
IS ALTERED OR MODIFIED BEFORE THAT DATE, THIS DRANING
MAY BE RENDERED VOID.
PARKER P'IYNCHENBERG, P.E. '`32645 11 SHEET 2 OF 5
POOL BONDING NOTES:
1. EQUIPOTENTIAL BONDING OF PERIMETER SURFACES REQUI °5 A
COPPER CONDUCTOR; MINIMUM 08 AWG BARE SOLID COFFER'
CONDUCTOR WHICH FOLLOWS THE CONTOUR OF THE PERIMETER
SURFACE OF THE POOL FROM 18" TO 24" FROM THE INSIDE VALL
OF THE POOL AND WHICH IS SECURED WITHIN OR UNDER THE
PERIMETER SURFACE 4" TO 6" BELOW SUBGRADE. THE PERI 9ETE
BONDING SHALL BE ATTACHED TO THE POOL REINFORCING SHE
AT A MINIMUM OF 4 POINTS UNIFORMLY SPACED AROUND TH
PERIMETER OF THE POOL,
2. ALL UNDERGROUND OR UNDER SLAB CONNECTIONS SHALL BE E
PER NEC 250.8. BONDING CABLES UNDER SLAB SHALL BE PLA
OF EXCAVATION.
S. COPPER BONDING CONDUCTOR `_ HALL BE BONDED TO THE POOL AND SPA REBAR AS
SHOWN, 4 LOCATIONS, MINIMUM Al EACH SEPARATE BODY OF WATER, USING A 08 AWG
BARE SOLID COPPER CONDUCTOR. FOR NON-CONDUCTIVE POOL SHELLS, BONDING
AT 4 POINTS SHALL NOT BE REQUIRED.
9. COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE EQUIPMENT GROUND OF
THE POOL PUMP MOTOR AND OTHER ELECTRICAL COMPONENTS AS REQUIRED BY
NEC 68026 (VERIFY LOCATIONS) USING 08 AWG BARE SOLID COPPER WIRE.
10. COPPER BONDING CONDUCTOR SHALL BE BONDED TO ALL METALLIC COMPONENTS OF
THE POOL AND SPA AND THE METAL STRUCTURES, INCLUDING, BUT NOT LIMITED TO, ALL
LISTED MEANS HANDRAILS, DIVING BOARDS, AND LADDER GRABRAILS IN THE POOL AND SPA AND
D AT THE BOTTOM AND INCLUDE ALL METAL WIRING AND ALL FIXED METAL PARTS THAT ARE WITHIN 5 FT,
HORIZONTALLY OF THE INSIDE WALL OF THE POOL (5PA) AND 12 FT VERTICALLY ABOVI
THE MAXIMUM WATER LEVEL OF THE POOL USING #8 AWG BARE COPPER WIRE.
3. WHEN REBAR IS UTILIZED FOR THE CONSTRUCTION OF PLANTERS AND FOOTER5 11
ADJACENT TO THE POOL (WITHIN 5 FT), THIS REBAR SHALL 3E BONDED USING
#8 AWG BARE SOLID COPPER CONDUCTOR BY LISTED MEANS PER NEC 250.8
TO THE BONDING CONDUCTOR.
4. LOCATION OF COPPER BONDING CONDUCTOR, BONDING JUMPERS, AND CONNECTIONS 12
SHOWN ARE DIAGRAMMATIC ONLY. CONTRACTOR SHALL FIELD ROUTE TO DETERMINE
EXACT LOCATION. BONDING CONDUCTOR SHALL CONFORM O THE SHAPE OF THE POOL
WHILE MAINTAINING SMOOTH RADIAL CURVES - NO 9O° RADIUS SHALL BE PERMITTED,
5. RESISTANCE OF THE GROUND SYSTEM SHALL NOT EXCEED 5 OHMS.
6, IF REQUIRED, ALL GROUND RODS SHALL BE 5/8" COPPER CLAD STEEL, 8' LONG
AND DRIVEN TO A DEPTH OF 28" BELOW FINISHED GRADE, 'MINIMUM, AND WHERE
USED SHALL BE BONDED USING 08 AWG BARE SOLID COPPER CONDUCTOR BY LISTED
MEANS PER NEC 250.8 TO THE BONDING CONDUCTOR.
1. SPECIAL CASES MAY INCLUDE, BUT ARE NOT LIMITED TO, VANISHING EDGE POOLS,
POOLS WITH PERIMETERS OF VARYING (VERTICAL) GRADES, DIMINISHED PERIMETER
SURFACES LIKE EDGE PLANTERS, STOP/RETAINING WALLS, ND ZERO -LOT LINES.
IN THESE GASES, THE BONDING CONDUCTOR SHALL BE IN5T LLED IN ACCORDANCE
WITH NEC 680.26, NOTE I (ABOVE), AND DIRECTION FROM T JE AUTHORITY HAVING
JURISDICTION (AHJ). THE ELECTRICAL CONTRACTOR SHALL 5E RESPONSIBLE FOR
COORDINATION OF THE BONDING WITH THE AHJ IN THE DETERMINATION OF ITFrYPICAL
APPLICATION OF THE NEC.
LADDER, HANDRAIL,
DIVING BOARD, ETC
PUMP MOTOR
METAL CONDUITS
OR PIPING 5Y5TE
POOL
REINFORCING G
STEEL7 G7GRSIC
HEATER CASE III
BOND JUMPER
NOTE 9
TYPICAL
JUNCTION BOX
(IF USED)
ALL POOL AND SPA LIGHTING NICHES SHALL BE BONDED TO POOL AND SPA REBAR
PER NEC 680. THE COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE
REBAR AT BOTH THE POOL AND THE SPA, PER NOTE 8, ABOVE, WHICH SHALL, IN
TURN, PROVIDE BONDING OF THE LUMINAIRE NIOHE5,
ELECTRICAL CONTRACTOR SHALL CALL FOR THE INSPECTION OF THE BONDING OF
THE POOL AND ITS PERIMETER 5URFACE5 PRIOR TO COVER-UP OF THESE AREAS.
NOTE I
NOTES 2 AND 3
NOTE 3 i BOND JUMPER
NOTE 8
TYPICAL
BOND JUMFc7R /
NOTE 10
TYPICAL
13
SWII'"ING FOOL LT FIXTURE _ NOTE5 I, 4,
NOTE 11 5 AND 8
❑ TYPICAL
TYPICAL POOL BONDING PLAN
NOT TO SCALE
POOL LIGHT NICHE
CONTROL PANEL(5)
TYPICAL POOL BONDING SGNEMAT 1 C
NOT TO SCALE
50HEMATIC NOTES:
I. TWE EOUIPOTENTIAL BONDING OF ALL CONDUCTIVE POOL SH:LLS, PERIMETER SURFACES,
METALLIC COMPONENTS, UNDERWATER LIGHTING, METAL FITTI l -5, ELECTRICAL EQUIPMENT,
AND METAL HIREWAYS/CONDUIT5 SHALL BE IN ACCORDANCE WITH NEC 680.26. OR, AS
ACCEPTED BY THE AUTHORITY WAVING JURISDICTION (AHJ).
BONDING LEGEND
• BOND CONNECTION, PER NEC 250.8
o PARALLEL TAP CONNECTION, PER NEC 2508
UNDERGROUND BONDING CONDUCTOR, 08 AWG (MINIMUM)
NOTE 1
mo
MINIMUM 5/8" DIAMETER
\ FROM FOOL REBAR OR
COPPER GROUND ROD
\ BONDING CONDUCTOR
DRIVEN UNTIL MAXIMUM
r\
RESISTANCE VALUE OF
25 OHMS 15 REACHED
(IF USED) NOTE I
NOT VALID WITHOUT
EMBO,SSE_ SEAL.
1
A
i
'1I FEB 0 6 2018
1
TYPICAL BONDING TYPES
NOT TO SCALE
NOTES:
1. SPLICES (WELDED OR MECHANICAL) SHALL BE PERFORMED IN
ACCORDANCE WITH MANUFACTURERS RECOMMENDATION5.
PARKER MYNCNENBERG $ ASSOC. INC
PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
1129 RIDGEWOOD AVENUE HOLLY WILL FLORIDA 32111
(386) 6 1-7-6891 FAX (386) 6"71-2114
TYPICAL
RESIDENTAL SW/POOL
DESIGN FOR
SURFS 1 DE POOLS
SIB BEACH BOULEVARD
JACKSONVILLE BEACH, FL. 32250
(904) 246-2666
STATE LICENSE 01`0044080
THIS SIGNED AND SEALED SHEET IS TO BE USED AS A MASTER
FILE COPY . IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE
YEAR EXPIRING ON 12/31/18, IF THE FLORIDA BUILDING CODE
IS ALTERED OR MODIFIED BEFORE THAT DATE, THIS DRAWING
MAY BE RENDERED VOID.
PARKER t" 1YNCHENSERG, P.c. 032645 11 SHEET 3 OF 5
4" DECK
+3 BAR AT 12" ON CENTER
f LONG
TURN DOWN FOOTER DETAIL
1-03 BAR
BRICK PAVER/CONTINUOUS
POOL DECK
QO
I-03 BAR VERTICALLY
4 MIN
a 36" ON CENTER
�I
1-03 BAR B=1/2" X A
CONTINUOUS I q"
PAVER DECK
TURNDOWN DETAIL
+4 BAR AT 12" ON CENTER
mm
q
04 BAR AT 12" ON C
3-1/2" TYP
ALL SLABS
LAT SLOPEMO FOOTING
YPE I
(2) +3 REBAR CONT.
IFTIN
TO
IFTIN
MOTERATE SLOPE FOOTING
TYPE 2
6 -I -4 BAR AT 12" ON CENTER
04 BAR AT 12" ON CENTER
>>&l _
a
1 24"
r �
2 FT RETAINING WALL
RETAINING WALL 3000 P51 PUMP MIX CONCRETE
#3 REBAR CONT.
IFTIN6 iv r
OR
STEEPER \ \ /'; '• �' : '. ry
51 SLOPE FOOTING
TYPE 2
SLAB -FOOTING DETAILS
2500 MIN, GUNITE MAY BE SU55ITIUTED
FOR 3000 PSI CONCRETE
USE 6X6 10/10 HW OR FIBER MESH
CURE FOR ONE WEEK BEFORE INSTALLING
ANCHORS.
CONCRETE PAVER DECK
12"
3000 PSI CONCRE i E W/ 2-03 REBARS
RIBBON FOOTING
W/ PAVER DECK
32" I
4 FT RETAINING WALL
RETAINING WALL 3000 PSI PUMP MIX CONCRETE
24
3 FT RETAINING WALL
RETAINING WALL 3000 PBI PUMP MIX CONCRETE
3'-6" MIN. DISTANCE
LESS THAN I ON 1
THE POOL CONTRACTOR
SHALL PLACE ALL STEEL
IN THE POOL WALL AT NO
MORE THAN G" ON CENTER
IN BOTH DIRECTIONS IN
AREAS WHERE THE ANGLE I OF REPOSE IN ENCROACHEDON OR THE POOL SHELL
ENCROACHES INTO THE
I TO I AREA. -
EXISTING STRUCTURE
2" X 4" STRINGERS
PLACED AT 2 FT ON
CENTER IN ALL AREAS
STEEL TEX FORM W/
STRUCTURAL STEEL
IN PLACE TO BE
INDEPENDENTLY SUPPORTED
AWAY FROM SHORING.
THE POOL SHELL WALL SHALL BE _
CONSTRUCTED AT 6" TNICKNE55.
" 3 REBARS AT 6" ON CENTER
BOTH WAYS IN AREAS THAT EXTEND
INTO THE ANGLE OF REPOSE
STRINGER MAY BE DRIVEN
INTO GROUND MIN. 9"
OR OTHERWISE SUPPORTED
TO PREVENT FROM KICKING
OUT AT BASE.
SNORING DETAIL
IN LOCATIONS WHERE EXISTING FOUNDATION 15
THREATENED BY UNDERMINING DUE TO ADVERSE CONDITIONS
AT THE TIME OF EXCAVATION SHORING MAY BE REQUIRED.
-- CONCRETE PAVER DECK
3000 PSI CONCRETE W/ 2-03 REBARS
RIBBON FOOTING
W/ PAVER DECK
SIDE WALLS NOT VALID WITHOUT
EMBOSSED SEAL.
,4TER — CONCRETE PAVER DECK
1
3000 P51 CONCRETE Wf 2-03 RESAR5
RIBBON FOOTING
W/ PAVER DECK IlI F E P G 6 2018
FRONT WALL
PARKER MYNCHENBERG, P.E. 032645
STRINGER TO BE SUPPORTED BY
CLEATING TO SUITABLE ANCHOR
DEVICE SUCH AS A 2" X 4" ATTACHED
WITH ANCHOR NAILS OR TAPCONS TO
EXISTING CONCRETE LANAI OR
EX15TINO STRUCTURE OR ITS FOUNDATION.
EX15TING STRUCTURE
_UI- I -111=1 =1 �-U5E U2" PLYWOOD 5aEETING
1=III-ICI�II OR EQUIVALENT BUILDING
_I1fll=II�III MATERIAL TO RESTRAIN SIDE
i IFIL'
TSI - OF EXCAVATION
-111 I I"
BACKFILL BEHIND SHORING TO
PREVENT UNDERMINING OF
EXISTING STRUCTURE.
PROVIDE WEEP HOLES AS
APPROPRIATE.
CONTRACTOR SHOULD ATTEMPT TO
CONSTRUCT ROUGH SHELL AS
RAPIDLY AS CONDITIONS WILL
ALLOW. THERE 15 NO SUBSTITUTE
FOR RAPIDLY BACKFILLING
EXCAVATION TO PREVENT
UNDERMINING OF ADJACENT
STRUCTURE.
PARKER MYNIOPENBERG I$ ASSOC. INC
PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
1129 RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32111
(386) 611-6881 FAX (386) 611-2114
TYPICAL
RESIDENTAL SW/POOL
DESIGN FOR
SURFSIDE POOLS
313 BEACH BOULEVARD
JACKSONVILLE BEACH, FL. 32250
(g04) 246-2666
STATE LICENSE CPC044060
THIS SIGNED AND SEALED SHEET 15 TO BE USED AS A MASTER
FILE COPY . IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE
YEAR EXPIRING ON 12/31/18. IF THE FLORIDA BUILDING CODE
IS ALTERED OR MODIFIED BEFORE THAT DATE, THIS DRAWING
MAY BE RENDERED VOID.
SHEET 4 OF 5
1
MUD SET �
03 BAR AT 12° ON CENTER
A
B
C
r
10"
1'_8"
N
+5
48"
05
40"
2'-8"
10"
i9 Q
m �
10"
15
48"
$*5
40"
3'-4"
12"
2'-O"
12"
°5
48"
x5
40"
4'
12"
2'-O"
36" TURNDOWN
WALL 3000 PSI PUMP MSX
M5 BAR OONTINIOU5 8„
a<
DZ
ar O
�Q
�W
STANDARD YARD IEW
ALUMINIUM SCREEN
04 BAR CONTINIOU5
Q
UD I
POOL SHELL `r
d '
STANDARD YARD V
ELEVATION
05 BAR AT 40" ON G NTER
WITH CELL FILLED W TH CONCRETE
DECK DRAIN
/ 4" POOL DECK
' �M5 BAR AT 12" ��N CENTER
BLOCK WALL DETAIL
WALL 3000 PSI PUMP MIX CONCRETE
ALUMINIUM SCREEN UPRIGHT
15 BAR AT 40" ON CENTER
WITH CELL FILLED WITH CONCRETE
DECK DRAIN
/ 4" POOL DECK
1 i6"
'i K4 BAR AT 12" ON CENTER
BLOCK WALL DETAIL
WALL 3000 PSI PUMP MIX CONCRETE
6 FT RETAINING WALL
RETAINING WALL 3000 PSI PUMP MIX GCJNGRETE
I'ER
ry /!
FEB 0 6 2.Ol8
PARKER MYNCHENBERG, P.E. 052645
BOND BEAM WIT1
1 05 BAR
DOWELS
"5 REBAR 24" MAX SPACING
USE 04 REBAR IF UNDER 6'-O"
<� USE MB REBAR F UNDER E O"
B
RETAINING WALL
H
A
B
C
DOWELS TOP FOOTING
(O.C) (O.C)
10"
1'_8"
10"
+5
48"
05
40"
2'-8"
10"
I'-8"
10"
15
48"
$*5
40"
3'-4"
12"
2'-O"
12"
°5
48"
x5
40"
4'
12"
2'-O"
12"
"45
48"
05
40"
4'-8"
12"
2'-6"
12"
05
48"
05
40"
5'-4"
12"
3'-0"
12"
05
48"
#5
40"
6'1
12" 1
-.— I
12"I
p5
48" 1
05
40"
TYF. RETAINING WALL DIMENSIONS
PARKER MYNCNENBERG s ASSOC. INC
PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
1129 RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32111
(386) 611-6891 FAX (386) 611-2114
TYPICAL
RESIDENTAL SW/POOL
DESIGN FOR
SURFSIDE POOLS
313 BEACH BOULEVARD
JACKSONVILLE BEACH, FL. 32250
(904) 246-2666
STATE LICENSE CPC044080
THIS SIGNED AND SEALED SHEET 15 TO BE USED AS A MASTER
FILE COPY , IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE
YEAR EXPIRING ON 12/31/18. IF THE FLORIDA BUILDING CODE
IS ALTERED OR MODIFIED BEFORE THAT DATE, THIS DRAWING
MAY BE RENDERED VOID.
5NEET 5 OF 5
X 2," RED.
BUSHING
i" TRUNK
TO EQ.
CAPI
3" PIPE
3" TEE
>
3" PIPE 3" PIPE 3" 90°
-*"'-3" X 2'h" RED.
BUSHING
4--2iz" TRUNK
TO EQ.
COMMUNITY DEVELOPMENT
APPROVED
INSULATED #8 BOND WIRE IN
CONDUIT FROM LIGHT NICHES
THROUGH DECK BOX. LIGHT
GFCIPROTECTED.
PLUMBING LINE FROM POOL
SKIMMER TO POOL EQUIPMENT
BARE #8 BOND WIRE ATTACHED
TO POOL STEEL
1
3
WAY( 2
JVA WA
FLOSWITCH
HEATER
E2
POOL/SPA WITH WALL RETURNS,
GAS HEATER AND PRESSURE CLEANER
FILTER SCHEMATIC --(NTS)
I
MAIN DRrS TO POOL
J EQUIPMENT
PERMIT PLAN
FOOL 38'-0" X 15'-0"
WI CLEANER STUB OUT AND
4 WALL RETURNS
AN UNDERGROUND BONDING CONDUCTOR MADE OF A SINGLE #t8 AWG BARE SOLID
COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW SUB
GRADE, AND 18 INCHES TO 24 INCHES FROM INSIDE THE WALL OF A SWIMMING POOL
OR SPA WILL BE USED.
REVISION: 4-3-2018
(ADDED 15 SQ FT OF POOL DECK
iRSVISM)N:4-16-2018
HARD SCAPE REDUCED TO 392 SQ FT TO
AVOID RUN-OFF STORAGE REQUIREMENTS/
�VATER RETENTION AREA f
644 S
Florida Building Code 61' Edition (2017) Residential
Conforms top Chapter 42
Cit
2014 National Electrical Code
• NO OVERHEAD ELECTRIC IN POOL AREA
• NO UNDERGROUND UTILITIES IN POOL AREA
• FINISH GRADE TO SLOPE AWAY FROM POOL
• VGB COMPLIANT MAIN DRAIN
• DRAINAGE DETAIL - FINISH GRADE SLOPE AWAY FROM POOL
• GROUNDING & BONDING DETAIL
................................................................SRA. AAJSED.12:1.............................................. 1. ....................
i>tlISH1iV/ t'ICE"
.......................................................-1-..........................................
POOL EQUIPMER
UNDER STAIRS
JCT BOX TBD
I ria � 0".
III
TILE
TOTAL LOT AREA:
fV
N
r
p SPILLWAY
'zi
N
Q FT
1�-
4' 0"
TOTAL:
4,247 SQ FT
N
SEEP
r
N
00 W
y 11
t�
ARAGON
MEGA CAMBRIDGE
r J
N Q
JJ
y 3' 6";
PAVER DECK
: E
--------------------
DEEP
Y
didl
v -c
u W�U-J
38'
i
\/
i
\I/ ------- \I,
t
LL
iir�
3# 3
---------- ----_-_------------------ --------------------------------
WAY
WAYl�
Ix
i
PUMP
U
W
FILTER
CAPI
3" PIPE
3" TEE
>
3" PIPE 3" PIPE 3" 90°
-*"'-3" X 2'h" RED.
BUSHING
4--2iz" TRUNK
TO EQ.
COMMUNITY DEVELOPMENT
APPROVED
INSULATED #8 BOND WIRE IN
CONDUIT FROM LIGHT NICHES
THROUGH DECK BOX. LIGHT
GFCIPROTECTED.
PLUMBING LINE FROM POOL
SKIMMER TO POOL EQUIPMENT
BARE #8 BOND WIRE ATTACHED
TO POOL STEEL
1
3
WAY( 2
JVA WA
FLOSWITCH
HEATER
E2
POOL/SPA WITH WALL RETURNS,
GAS HEATER AND PRESSURE CLEANER
FILTER SCHEMATIC --(NTS)
I
MAIN DRrS TO POOL
J EQUIPMENT
PERMIT PLAN
FOOL 38'-0" X 15'-0"
WI CLEANER STUB OUT AND
4 WALL RETURNS
AN UNDERGROUND BONDING CONDUCTOR MADE OF A SINGLE #t8 AWG BARE SOLID
COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW SUB
GRADE, AND 18 INCHES TO 24 INCHES FROM INSIDE THE WALL OF A SWIMMING POOL
OR SPA WILL BE USED.
REVISION: 4-3-2018
(ADDED 15 SQ FT OF POOL DECK
iRSVISM)N:4-16-2018
HARD SCAPE REDUCED TO 392 SQ FT TO
AVOID RUN-OFF STORAGE REQUIREMENTS/
�VATER RETENTION AREA f
644 S
Florida Building Code 61' Edition (2017) Residential
Conforms top Chapter 42
Cit
2014 National Electrical Code
• NO OVERHEAD ELECTRIC IN POOL AREA
• NO UNDERGROUND UTILITIES IN POOL AREA
• FINISH GRADE TO SLOPE AWAY FROM POOL
• VGB COMPLIANT MAIN DRAIN
• DRAINAGE DETAIL - FINISH GRADE SLOPE AWAY FROM POOL
• GROUNDING & BONDING DETAIL
................................................................SRA. AAJSED.12:1.............................................. 1. ....................
i>tlISH1iV/ t'ICE"
.......................................................-1-..........................................
POOL EQUIPMER
UNDER STAIRS
JCT BOX TBD
I ria � 0".
III
TILE
TOTAL LOT AREA:
GRAVITY OVERFLOW
HOUSE & COVERED PORCFP-341 SQ FT
p SPILLWAY
{
WITH AUTOFILL
Q FT
1�-
4' 0"
TOTAL:
4,247 SQ FT
N
SEEP
r
N
00 W
y 11
t�
ARAGON
MEGA CAMBRIDGE
r J
N Q
Y
3'0"
y 3' 6";
PAVER DECK
: E
--------------------
DEEP
------ DEEP
'
51 8,f 1
:151
v -c
u W�U-J
38'
i
\/
i
\I/ ------- \I,
t
.............65 LF DECK DRAIN
W
---------- ----_-_------------------ --------------------------------
Li
0' 0" ELEVATION
BENCHMARK
LEGEND
= JANDY NICHELESS LED
"
=WALL RETURN
u� y� = NOVA DRAIN
0a =SKIMMER
-C = STUB OUT FOR CLEANER
SILT FENCE FOR
EROSION CONTROL
IMPERVIOUS CALCULATIONS
TOTAL LOT AREA:
10,965 -SQ
HOUSE & COVERED PORCFP-341 SQ FT
DRIVEWAY:
956 SQ FT
'OOL & COPING:8
Q FT
'OOL DECK:
392 SQ FT
TOTAL:
4,247 SQ FT
IMPERVIOUS = 38.7%
UP rqli� POOL SAFETY CODE
NENSIONS TAKEN FROM
EDGE OF + TO
PROPERTY
••• s
0o
a
Q
U.
N
pp
0
O
N
r
N
00 W
t�
N
r J
N Q
Q
W
+y U
u W�U-J
z z W
00 cn
W
Q
a
Ix
U U
U
W
}
o
W
O
j
Q
d
Z
Q
z
z
a
W z
co
U Q
O
W
oG
rn a
U
o
ata
W
Q
U.
�? tW.i
0
J -J
W
z z W
Ci
00Om
Ix
U U
U
}
O
m
z
<�W
Q
co
T_ O
°
z
N -1
r
a
Ix
fY
z
0
LL
x0
oU)
W
to
W
z}
W
W
W
ciFna
mJ
Q 0
Q
N
fA
POOL DRAIN
X 2W' RED.
BUSHING
h" TRUNK
TO EQ.
CAPS
3" PIPE
3" TEE
17 3" PIPE � 3" PIPE 3" 90°
"-3" X 2'/a" RED.
BUSHING
F -2/z" TRUNK
TO EQ.
APPROVED
INSULATED #8 BOND WIRE IN
CONDUIT FROM LIGHT NICHES
THROUGH DECK BOX. LIGHT
GFCIPROTECTED.
V o
PLUMBING LINE FROM POOL
SKIMMER TO POOL EQUIPMENT
C
BARE #8 BOND WIRE ATTACHED
TO POOL STEEL
C
`7 ABING LIN ROM POOL
N iV MAIN DR S TO POOL
N
EQUIPMENT
N �
T
e- N
i N N
WAY F.Ay; JWA
W2
— FLOSWITCH
[,PUMP
HEATER
FILTER
POOL/SPA WITH WALL RETURNS,
GAS HEATER AND PRESSURE CLEANER
FILTER SCHEMATIC --(NTS)
AN UNDERGROUND BONDING CONDUCTOR MADE OF A SINGLE #8 AWG BARE SOLID
PERMIT PLAN
COPPER ,'VIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW SUB
POOL 38"-01' X 15'-0" GRADE, AND 18 INCHES TO 24 INCHES FROM INSIDE THE WALL OF A SWIMMING POOL
W/ CLEANER STUB OUT AND OR SPA WILL BE USED.
4 WALL RETURNS Florida Building Code 6"' Edition (2017) Residential
REVISION: 4t3"28 Conforms to Chapter 42
DDED 15 SOOL DECK &
THARD
S N: a- 2014 National Electrical Code
SCAPED TO 392 SQ FT TO • NO OVERHEAD ELECTRIC IN POOL AREA
D RUN-OAGE REQUIREMENTS/
ER RETEEA • NO UNDERGROUND UTILITIES IN POOL AREA
{� G�Ia�t G� �� • FINISH GRADE TO SLOPE AWAY FROM POOL.
(�J • VGB COMPLIANT MAIN DRAIN
• DRAINAGE DETAIL — FINISH GRADE SLOPE AWAY FROM POOL
• GROUNDING & BONDING DETAIL
.............. ..................................................SRA. AAI SED. 4 2::.....................................,
XIN IS R Wl'1Y C E .......................................
TILE
BENCH SPILLWAY
DEEP
POOL EQUIPN
UNDER STAT
JCT BOX TE
----
TO
J� DEEP 38'
a Lt N
� W
...................... ----...................................................................................
--------------------------------
ILu'1
' ��LL.JJII w' '
LU Z::
"1 0'
0 LU::
a
0' 0" ELEVATION
BENCHMARK
LEGEND
a:— = JANDY NICHELESS LEO
=WALL RETURN
= NOVA DRAIN
=SKIMMER
'4 = STUB OUT FOR CLEANER
APPROVED
:
i
GRAVITY OVERFLOW
' WITH AUTOFILL('
c.5--
ARAGON
MEGA CAMBRIDGE
PAVER DECK
51811
' 65 LF DECK DRAIN
N
�e y
re'o o L1
4
SILT FENCE FOR
EROSION CONTROL
(IMPERVIOUS CALCULATIONS
TOTAL LOT AREA:
10,965 SQ FT
-IOUSE & COVERED PORCFt341 SQ FT
)RIVEWAY:
956 SQ FT
'OOL & COPING:
8 Q FT
'OOL DECK:
392 SQ FT
TOTAL:
4,247 SQ FT
IMPERVIOUS = 38.7%
SAFETY BARRIERS:
FENCE & DOOR/WINDOW ALARMS
UP TO POOL SAFETY CODE
A
E
S D MENSIONS TAKEN FROM
EDGE OF WATER TO
PROPERTY LINE
D
Q
a
co
0
LL
N
CO
O
o
N
C
N
W
00 W
=
N
N Q
Q
M U
z z
OL
W
0
p p
O
U.
a
U
W
w
U
>-
U
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Create a Brilliant E'?ool
Dynamic light design comes to life with brighter, more radiant illumination options.
BEAUTY AND PERFORMANCE
Brighter
RGBW technology produces up to
250% brighter than the first -generation
nicheless light.
Better Illumination
Provides wider beam spread to
brighten the hardest -to -reach corners.
Rich Colors, Display Options
Now featuring brilliant white light and
9 vibrant colors, and 5 exciting light
shows with RGBW Watercolor lights.
Energy -Efficient
Jandy Pro Series Nich'eless LED
Lights are low -voltage (12VAC) and
available with 9W, 20VjJ, and 30W
max power draw options.
Enhanced Output
Delivers a more radiant color
experience featuring F!1'G13W technology.
Our RGBW Watercolors and White -Only
models are offered in ';three different
power levels.
ow
The Brightest Light
You Will Never See
Two-inch (5cm) lenses are barely
visible during the day. Smaller lens
size allows more lights to be installed
resulting in more even lighting while
reducingv hot spots.
FLEXIBLE OPTIONS
RGBW Watercolors
(Available in 9W, 20W, 30W)
BETTER ILLUMINATION
Up to 25%
Greater Beam
Spread
E
ENERGY SAVINGS
Tvnical Re.
White -Only
(Available in 9W, 20W, 30W)
Use More Lights For More Even Lighting
vs
mnn 1Ai-%*i-.& 27 Watts
1 Traditional
Incandescent Light
BARELY VISIBLE
Actual Size
3 Jandy Pro Series
Nicheless LED Lights
beyondGo accent Lighting!
Jandy Pro Series offers one of the only nicheless lighting lines designed for general pool and spa lighting.
Simplified Total Dyna [ Head Calculation
Pool/Spa ombo
Determine Maximum Svstem flow Rate:
Swimming Pool Info: 463 3 to 4 to
( Surface Area (Shallow) (Deep)
Spa Info: 36 3
( Surface Area (Depth)
Preferred Turnover Time in Hours
Maxium Pool Flow Rate: 12300
(gallons)
Spa Jets (#) 6
(# of jets)
A&A Quik Clean System NONE
NONE
NONE
(# of heads)
Maximum Pool System Flow Rate:
Determine Pipe Sizes:
Pool/Spa: Branch piping to be:
Trunk piping to be
Return piping to be
Determine Simplfied TDH (POOLE
6 x 60 min. = 360
(Hours) (turnover I me in minutes)
divided by 360 35 gpm
(turnover time in minutes) (floA rate pool)
X 13 gpm per jet =
Qet flow)
Volume: 11800
gallons
Volume: 500
gallons
12300
Total Volume
0 =
35 gpm
(feature flow rate)
gpm
78 flow rate
1 0 flow rate
x 0
gpm
Cleaner Hea
0 flow rate
x 0
gpm
Cleaner Hea
1 0 flow rate
x 0
gpm
Cleaner Hea
1 0 flow rate
(head flow)
5.64
rmic Head (TDH)
0 Total Floor Heads flow rate
78
4-
Highest require
flow rate between "Maximum Pool Flow
3.1
11.4
Rate" and "
pa Jets" and "Quick Clean System"
3"
inch to keep
2.501
inch to keep
2'1
inch to keep
Distance from nearest edge of pool to pump in feet = 65
Friction loss in suction pipe 2.5" @ 8 fps inch pipe per one foot @
Friction loss in return pipe 2" @ 10 fps inch pipe per one foot @
Length of suction pipe 65 x Ft. of head per one foot of pipe
Length of pressure pipe 65 x Ft. of head per one foot of pipe
Other Loss in TDH
Main Drain
Returns 3/4"
Therapy Jet
Floor System
*Total
Filter loss in TDH (-
Heater loss in TDH
Pool Total
Pool Pump: Jandy F/oPro VS -FHP 1 hp
78 Gallons Per Minute 25 Total
Pool Filter: Jandy CS150 Cartridge
Heater: JXi400P Jandy Pro Series (L
Pool
Main Drain: Nova 7-3/4" i
aft. o i".
Floor Installation @ 150 gpm r
@ 6 fps.Max.at : 136 gpm. Maximum System Flow Rate
@ 8 fps.Max.at : 117 gpm. Maximum System Flow Rate
@ 10 fps.Max.at : 103 gpm. Maximum System Flow Rate
117 gpm ( from pipe flow/friction loss chart) = 0.09
ft. of head #
2.34
2.34 1
3.30
3.30 1
0.00
27.72 0
0.00
19.65 0
5.64
0.00 (from heater data sheet)
Filter loss in TDH (-
Heater loss in TDH
Pool Total
Pool Pump: Jandy F/oPro VS -FHP 1 hp
78 Gallons Per Minute 25 Total
Pool Filter: Jandy CS150 Cartridge
Heater: JXi400P Jandy Pro Series (L
Pool
Main Drain: Nova 7-3/4" i
aft. o i".
Floor Installation @ 150 gpm r
@ 6 fps.Max.at : 136 gpm. Maximum System Flow Rate
@ 8 fps.Max.at : 117 gpm. Maximum System Flow Rate
@ 10 fps.Max.at : 103 gpm. Maximum System Flow Rate
117 gpm ( from pipe flow/friction loss chart) = 0.09
103 gpm ( from pipe flow/friction loss chart) = 0,16
0.09 =
5.85 TDH in piping
0.16 =
10.40 TDH in piping
TDH in piping
16.25
filter data sheet)
3.00 ( from filter data sheet)
n heater data sheet)
0.00 (from heater data sheet)
*Total all other loss
5.64
rmic Head (TDH)
25
flow
Head (TDH)
Jandy Pro Series VS FloPro series Pump
VS-FHP7.0 Performance Curves
"D
co ....._
10 .......__ ..........__
3D
a
� eD
1n
'S 2 •RF
io 13
30
0 R11 I9
10
1 RP
0
0
D 10 20 30 b Sp 80 70 80 90 100 110 130 190 140 150 180 11D 190 190 ZDD
Fb R*G-9 P"MlmW,(GPM)
W
Design
Head
Loss
(rt head)
2
0�
0
JaW Cartrldge Fitter, CS Series
Ci 50C90 120
Flow Rate (gpm)
Flow anfl Friction Lots per Foot
;Schedule 40 PVC Pipe
Velnrity - FFPt Par IiPrnnri
3
Design
Pressure
2 Drop
(psi)
S CS200 3
-- CS250
CS100 }
0
Pipe Size 6 fps
Total
0
Head
Inches
1 2
in Feet Conversion Chart
rriercury (Vacuum Gauge)
4 1 6 1 8 10 1 12 1 14 16
118..
0
0.0
2.3
4.5
6.8
3.0
11.3
13.6
15.8
18.1
20.3
1
2.3
4.6
6.8
3.1
11.4
13.6
15.9
18.1
20.4
22.7
24.6
0.13'
6.3
3.1
11.4
13.7
15.9
18.2
20.4
22.7
25.0
3
6.3
3.2
11.5
13.7
16.0
18.2
20.5
22.8
25.0
27.3
d
3.2
11.5
13.8
16.0
18.3
20.5
22.8
25.1
27.3
23.6
5
11.6
13.8
16.1
18.3
20.6
22.9
25.1
27.4
29.6
31.9
6
13.9
16.1
18.4
20.6
22.9
25.2
27.4
23.7
31.9
34.2
_+7
16.2
18.4
20.7
23.0
25.2
27.5
29.7
32.0
34.3
36.5
8
18.5
20.7
23.0
25.3
27.5
29.8
32.0
34.3
36.6
38.8
g
20.8
23.1
25.3
27.6
29.8
32.1
34.4
36.6
38.9
41.1
_ 0
23.1
25.4
27.6
29.3
32.1
34.4d5.3
38.9
41.2
43.4
11
25.4
27.7
29.9
32.2
34.5
36.7
41.2
43.5
45.8
12
27.7
30.0
32.2
34.5
36.8
39.043.5
45.8
48.1
_13
30.0
32.3
34.6
36.8
39.1
41.3
45.9
48.1
50.4
14
32.3
34.6
36.3
33.1
41.4
43.6
48.2
50.4
52.7
1J
34.7
36.3
39.2
41.4
43.7
46.0
50.5
52.7
55.0
L-16
37.o
39.2
41.5
43.7
46.0
48.3
50.5
52.8
55.0
57.3
17
33.3
41.5
43.8
46.1
48.3
50.6
52.8
55.1
57.4
53.6
IS
41.6
43.8
46.1
48.4
50.6
52.9
55.1
57.4
59.7
61.9
19-
43.9
46.2
48.4
50.7
52.9
55.2
57.5
59.7
62.0
64.2
l L�
46.2
48.5
48.5
50.8
50.7
53.0
53.0
55.3
55.2
57.6
57.5
53.8
59.8
62.1
62.0
64.3
64.3
66.6
66.5
68.9
�23S
50.8
53.1
55.3
57.6
59.3
62.1
64.4
66.6
68.9
71.2
53.1
55.4
57.7
53.9
62.2
64.4
66.7
63.0
71.2
73.5
24
55.4
57.7
60.0
62.2
64.5
66.7
69.0
71.3
73.5
75.8
25
57.8
60.0
62.3
64.5
66.8
63.1
71.3
73.6
75.8
78.1
26
60.1
62.3
64.6
66.8
69.1
71.4
73.6
75.9
78.1
80.4
17
62.5
64.6
66.9
69.2
71.4
73.7
75.3
78.2
80.5
82.7
28
64.7
66.9
63.2
71.5
73.7
76.0
78.2
80.5
82.8
85.0
29
67.0
63.3
71.5
73.8
76.0
78.3
80.6
82.8
85.1
87.3
30
69.3
71.6
73.8
76.1
78.3
$0.6
82.9
85.1
87.4
83.6
31
71.6 1
73.9
76.1
78.4
80.7
82.9
85.2
87.4
89.7
32.0
32
73.976.2
78.4
80.7
83.0
85.2
87.5
89.7
92.0
94.3
33
76.2
78.5
80.8
83.0
85.3
87.5
89.8
92.1
94.3
96.6
34
78.5
80.8
83.1
85.3
87.6
89.8
92.1
94.5
96.6
38.3
35
80.9
$3.1
85.4
87.6
89.9
92.2
94.4
36.7
98.9
101.2
W
Design
Head
Loss
(rt head)
2
0�
0
JaW Cartrldge Fitter, CS Series
Ci 50C90 120
Flow Rate (gpm)
Flow anfl Friction Lots per Foot
;Schedule 40 PVC Pipe
Velnrity - FFPt Par IiPrnnri
3
Design
Pressure
2 Drop
(psi)
S CS200 3
-- CS250
CS100 }
0
Pipe Size 6 fps
8 fps
10 fps
1" 16 gpm
0.14'
21 gpm
0.23'
26 gpm
0,35-
.35'1
1.51,
5' 37 gpm
0.08'
50 gpm
0.14'
62 gpm
0.21'
2" 62 gpm
0.08'
82 gpm
0.10'
103 gpm
0.16'
25- 88 gpm
0.05'
117 gpm
0.09'
146 gpm
0.13'
3" 138 gpm
0.04'
181 qpm
0.07'
227 gpm
0.10'
4" 234 gpm
0.03'
313 gpm
0.05'
392 gpm
0.07'
6" 534 gpm 1
0.02' 1
712 gpm
0.03' m
9 W.W
Pools • Spas • Service
Joseph Conselice
1631 Mayport Road
Atlantic Beach 32233
3/20/2018
Corrosion -resistant
stainless steel header
bar for extreme heat
exchanger durability.
Venturi driven air and
gas mix for enhanced
performance.
INLET SIDE
za^
167 cm)
,f
i wk
?2.t.
156 crni
24.9..
163 cm)
NOTE: Dimensions are identical on all heater models
■
Reliable, balanced Differentiated limit Corrosion -resistant
flow and temperature switches meet temperature sensors
control with therrnal applicable product for reliable operation.
regulator valve. safety standards.
FR(1)NT
35.4„
9a "'M
Sweep f4t)ow Inset
�� = 'OPRigIA,71 (niet
i i x
i E
{ 101,1T 14?tm)
114
cwac�t
S.t 2116 "Wrc.Fta'"'9gpasx
03cm) 1566cmI
Available the Following
• Models
Model Number
'Firing Rate
g
Gas Type
YP
Width
Vent Diameter *
De Ith
Height
Weight
Minimum GPM
Maximum GPM
JXi200N
200K BTU
Natural Gas
22.9"
6" (15 cm)
22. 1"
~ 6.
26.5"
-
1171bs.
30
JXi260N
TU
Natural Gas ._..
_
22.9"
7" (18 cm)
22. 1"
26.5"
1201bs.
30
100 __...
JXi400N
399K BTU
Natural Gas
__
22.9"
8" 20 cm)
(
22. 1"
_._
26.5"
126 tbs.
30
100
JXi200P
200K BTU
Propane
p
_
22.9'
6" 15 cm)
(
22.1"
26.5"
_.__..
117 lbs.
30
100
J_X1260P
260K BTU
Propane
22.9"
7" (18 cm)
—
22.'1"
26.5"
_
120 lbs.
30
100
JXi400P
K BTU
Propane
p
22.9
8" 20 cm)
(
22.'
,I"
26 5"
126 lbs.
_ 30
100
JXi400NK
400K BTU
Natural Gas
22.9"
8" 20 cm)
(
22.1"
26.5"
_
126 lbs.
30
100
with Versa Flo**
100
JXiVFKIT**--
JXi VersaFlo Accessory Kit
'
—___
---------------
*Minimum vent pipe size for Category I installations.
**Coming Soon.
4 units per pallet
Zodiac Pool Systems, Inc. ? Zodiac Pool Systems Canada, Inc
2620 Commerce Way, Vista, CA 92081 2115 South Service Road West, Unit', #3, Oakville, ON L6L 5W2
1.800.822.7933 1 www.jandy.com :' 1.888.647.4004 1 www.ZodiacPool5,ystems.ca
02016 Zodiac Poot Systems, Inc. ZOOIAC:R) is a registered trademark of Zodiac International, S.A.S.U., used under
All other trademarks used herein are the property of their respective owners. SL6355 Rev E 0116