581 TIMBER BRIDGE LN - POOL DRAWINGS2" 96
J
SAFETY BARRIERS:
FENCE AND ALARMS UP TO
POOL SAFETY CODE.
DIMENSIONS TAKEN FROM
EDGE OF WATER TO
PROPERTY LINE.
C4
7
N
z
N
[Ugo-iTakdam
POOL 1410"X71611
W/ IN -FLOOR CLEANING
SYSTEM
Florida Building Code 6th Edition (2017) Residential
Conforms to Chapter 42
2014 Nationall Electricig 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
AUTO WAI
GRAVITY C
GRADE, AND 18 INCHES TO
FR SPA MnLL BE USED.
HEAT 0
FILTER
PUMP
POOL EQUIPMENT SCHEMATIC
(NTS)
RAISED DECKING AND
STEPS BUILT WITH
SEGMENTED RETAINING
WALL
, %4'6'
DEEP��
I
PLUMBING LINE FROM POOL
___J—__--1 SPA
SKIMMER TO POOL EQUIPMENT
BARE #8 BOND WIRE
REP
ATTACHED TO POOL STEEL
EXISTING
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POOL EQUIPMENT
— — — — — — — — — —
— — — — — — — — -
1
IN FLOOR CLEANING
44 4 TO SYSTEM
DECK BOXES
DECK
IN
PLUMBING LINE FROM POOL
POOL 2,850 c!
MAIN DRAINS TO POOL
INSULATED #8 BOND WIRE IN
DEEP MAI I nNA
EQUIPMENT
—7
CONDUIT FROM LIGHT NICHES
THROUGH DECK BOX. LIGHT
EXISTING AREA
GFCIPROTECTED.
CI I
STEPS
GRADE, AND 18 INCHES TO
FR SPA MnLL BE USED.
HEAT 0
FILTER
PUMP
POOL EQUIPMENT SCHEMATIC
(NTS)
RAISED DECKING AND
STEPS BUILT WITH
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, %4'6'
DEEP��
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ir
JOB SPECIFIC PIPE SIZING, TOTAL DYNAMIC HEAD
CALCULATIONS AND EQUIPMENT SPECIFICATIONS THE MAIN DRAIN PIPE INVERT NEEDS TO BE 1.5 TIMES
AND DOCUMENTATION ARE TO BE PROVIDED BY THE THE DIAMETER DOWN FROM THE TOP OF THE WATER LINE
MAIN DRAIN GRATE TO THE TOP OF THE
POOL CONTRACTOR FOR EACH PROJECT. THE POOL MAIN DRAIN PIPE, IF THE PIPE COMES IN VERTICAL DECK O
CONTRACTOR -MUST USE THE MAXIMUM FLOW CAPACITY TO THE MAIN DRAIN BOX. 8 �_ BRICPOUK O
IF THE MAIN DRAIN PIPE COMES INTO THE
OF THE SELECTED PUMP AND PROVIDE HYDRAULIC MAIN DRAIN BOX HORIZONTALLY, THE COVER
CALCULATIONS FOR TDI TO DETERMINE PROPER FROM THE TOP OF THE GRATE TO THE TOP
OF THE MAIN DRAIN PIPE NEEDS TO BE 15
PUMP AND PIPING SIZING. T -4E MANUFACTURER'S TIMES THE DIA. OF THE MAIN DRAIN PIPE.
EQUIPMENT SPECIFICATIONS AND OTHER DOCUMENTATION 2-a3 BARS
1-1/2 TIMES THE DIA. CONT. IN 6" OF WATER
FOR PUMPS, FILTERS, HEATER EQUIPMENT AN MAIN _ 1-1/2 TIMES THE DIA' a"x6" BOND LINE TILES
DRAINS AND COVERS ARE TO BE SUBMITTEDFOR - 'BEAM
REVIEW AND DOCUMENTATION FOR SIZING T 4E
CIRCULATION SYSTEM.
MAIN
D A N DRAIN ALTERNATE BE
__ _ _ RETURN LINE FINISH DETAIL
------------ ------
L RETURNS) ________=_=______=�� -
RECIRCULATION PUMP
II \ r __ ____dlNLET
N INLET I
(OPTION WALL RETURNS) Zlr RETURN'JI
mt RETURN INLET tl
II UNDERWATER LIGHT (OPTION WALL RE NS) -'Ill
MAIN D_RAIN_IC_T_ION ZIP
CHLORINATOR y -- --; -�� MAIN DRAINS MEET THE VIRGINIA GRAEME VL
i t I I BAKER FOOL AND SPA SAFETY ACT. Ell
SKIMMER SUCTION I I I I I ® OL tl
I
POOL i li it m li yxr�r=-= ij----------------- ----------------
FILTER
_________ _ ______�`
FILTER Ill LL= --_ -_ �� V ij W fill
Q
t) ISI LTJ II >
m I m t l I I FLOOR RETURN
I.LI l l 3 REQ'D.
�i lil ry
` RETURN j I
RETURN INLET �RET RN INLET e�•
1 l
SKIMMER / (OPTI N WALL RETURNS)
I 1 ��
1
l
I l
t t m(o�l tt
list -=III _ _ SKIM -ER ====J� mi
�` ____ -___________________------------- =JJ
RETURN LINE
(OPTION WALL RETURN5)
TYPICAL 51�IIMMING FOOL
GENERAL NOTES:
1. POOL 15 TO BE BUILT TO COMPLY WITH FLORIDA,
COUNTY AND CITY BUILDING CODES.
2. ALL METAL PARTS WITHIN 5 FT. WILL BE GROUNDED'',
VER AS PER NATIONAL ELECTRIC CODE AND AS REQUIRED
BY LOCAL INSPECTOR.
PING 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 SIZE AND SHAPE. IF FILL 15 REQUIRED FOR 2 FT.TO
I-+3 BAR CONT. 4 FT. OF WALL HEIGHT THEN WALLS HAVE TO BE
IN 5" THICK BOND REINFORCED WITH ADDITIONAL STEEL (8" O.C. BOTH WAYS)
BEAM AND/ OR EXTRA WALL THICKNESS (8" TO 10")
5. ALL PVC PIPE WILL BE SCHEDULE 40.
-6 ALL METAL =FIXTURES 'AND POOL LIGHTS TO BE BONDED-
TO
ONDED TO POOL STEEL AND GROUND WIRE.
'1. POOL ALARMS DO NOT NEED TO BE HARDWIRED
S. SOIL CONDITIONS AT POOL LOCATION ARE A55UMED
Al" I 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.
0. ALL POOL AND SPA SUCTION INLETS 5HALL BR PROVIDED
WITH A COVER TWAT HAS BEEN TESTED AND ACCEPTED
BY A RECOGNIZED TESTING FACILITY AND COMPLY WITH
A.N.S.IJA.S.MP. A112.1% 8M, "SUCTION FITTINGS FOR USE IN
SWIMMING POOL5, 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. RE51DENTIAL POOLS MUST COMPLY WITH CHAPTERS 42 AND 45 OF
THE 2011 FLORIDA BUILDING CODE 6TH EDITION.
14. POOL CONSTRUCTION WILL MEET 2014 NATIONAL ELECTRIC
CODE. SEE 68026 (5)(2)(b) FOR PERIMETER BONDING
USING AT LEAST ONE(l) 08 AWG BARE SOLID COPPER
CONDUCTOR.
15. FOR RESIDENTIAL POOLS UP TO A WATER DEPTH
OF 8'-0" 03 REBAR.12" O.G.B.W. OVER 8'-O';
SPECIAL ENGINEERING 15 REQUIRED AND 15 NOT
A PART OF THIS DRAWING SPECIFICATIONS. WALL
THICKNESS SHALL PROVIDE CODE COVER OVER
REINFORCING. FOR OVER 8'-0" A SPECIAL DE51GN
WILL BE REQUIRED.
16. RESIDENTIAL POOLS 5HALL COMPLY WITH THE
ANSI/AP5P/ICC-5 2011 FOR RESIDENTIAL INGROUND POOLS,
ANSI/AP5P/ICG-3 2014 FOR PERMANENTLY INSTALLED
RESIDENTIAL 5PA5, AND AN51/AP5P/ICG-1 2013 FOR
SUCTION ENTRAPMENT AVOIDANCE STANDARDS.
AND A451/APSP/ICC-15A 2013 STANDARD FOR RESIDENTIAL
LOW
SWIMMING POOL AND SPA ENERGY EFFICIENCY
PROFILE
VARIES
FITTING 15 MISSING, BROKEN, OR LOOSE.
JUNCTION 4.0' SWIM
IB. IF THE SUCTION INLET 5Y5TEM, SUCH AS AN AUTOMATIC
BOX
MIN. OUT
03 BARS GRADE 40,12" O.G.
6"X
HAS A SINGLE SUCTION INLET, OR MULTIPLE SUCTIONS INLETS
A VERTICAL AND
CERAMIC TILE
4" THICK CONCRETE DECK INLET SHALL PROTECT AGAINST USER ENTRAPMENT BY EITHER
HORIZONTAL (TYP)
111111111111v I
OR WIRE MESH OR OTHER APPROVED MEANS.
WATER LINE
1/2' QUARTZ
UL APPROVEDFINISH
UNDERWATERLIGHTo°POOL
7�DEEPEND
SHELL 3000 P51 PUMP MIX CONCRETEPNEUMATICALLY
°°
APPLIED.
o°o°0W-l"
',poo °
IN. VERTICAL WALLS (TYP)
MAIN DRAIN W/ RELIEF PLUG OR 2"
V-8" IN COVES AND FLOORS (TTP)
0000° °°o°o HYDROSTATIC RELIEF VALVE, IF REQ'D.
`FOR
2500 MIN. GUNITE MAY BE 5U851TIUTEDyo°o,
oBop
3000 P51 CONCRETE
ORROGKBED
GEMENT
:AK -
k3 BAR ® 12"
N CENTER, EACH WAY < B.O' DEEP
03 BAR 0 6"
N CENTER, EACH WAY > 8.0' DEEP AND OVER.
SP41MMING FOOL SECTION
GENERAL NOTES:
1. POOL 15 TO BE BUILT TO COMPLY WITH FLORIDA,
COUNTY AND CITY BUILDING CODES.
2. ALL METAL PARTS WITHIN 5 FT. WILL BE GROUNDED'',
VER AS PER NATIONAL ELECTRIC CODE AND AS REQUIRED
BY LOCAL INSPECTOR.
PING 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 SIZE AND SHAPE. IF FILL 15 REQUIRED FOR 2 FT.TO
I-+3 BAR CONT. 4 FT. OF WALL HEIGHT THEN WALLS HAVE TO BE
IN 5" THICK BOND REINFORCED WITH ADDITIONAL STEEL (8" O.C. BOTH WAYS)
BEAM AND/ OR EXTRA WALL THICKNESS (8" TO 10")
5. ALL PVC PIPE WILL BE SCHEDULE 40.
-6 ALL METAL =FIXTURES 'AND POOL LIGHTS TO BE BONDED-
TO
ONDED TO POOL STEEL AND GROUND WIRE.
'1. POOL ALARMS DO NOT NEED TO BE HARDWIRED
S. SOIL CONDITIONS AT POOL LOCATION ARE A55UMED
Al" I 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.
0. ALL POOL AND SPA SUCTION INLETS 5HALL BR PROVIDED
WITH A COVER TWAT HAS BEEN TESTED AND ACCEPTED
BY A RECOGNIZED TESTING FACILITY AND COMPLY WITH
A.N.S.IJA.S.MP. A112.1% 8M, "SUCTION FITTINGS FOR USE IN
SWIMMING POOL5, 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. RE51DENTIAL POOLS MUST COMPLY WITH CHAPTERS 42 AND 45 OF
THE 2011 FLORIDA BUILDING CODE 6TH EDITION.
14. POOL CONSTRUCTION WILL MEET 2014 NATIONAL ELECTRIC
CODE. SEE 68026 (5)(2)(b) FOR PERIMETER BONDING
USING AT LEAST ONE(l) 08 AWG BARE SOLID COPPER
CONDUCTOR.
15. FOR RESIDENTIAL POOLS UP TO A WATER DEPTH
OF 8'-0" 03 REBAR.12" O.G.B.W. OVER 8'-O';
SPECIAL ENGINEERING 15 REQUIRED AND 15 NOT
A PART OF THIS DRAWING SPECIFICATIONS. WALL
THICKNESS SHALL PROVIDE CODE COVER OVER
REINFORCING. FOR OVER 8'-0" A SPECIAL DE51GN
WILL BE REQUIRED.
16. RESIDENTIAL POOLS 5HALL COMPLY WITH THE
ANSI/AP5P/ICC-5 2011 FOR RESIDENTIAL INGROUND POOLS,
ANSI/AP5P/ICG-3 2014 FOR PERMANENTLY INSTALLED
RESIDENTIAL 5PA5, AND AN51/AP5P/ICG-1 2013 FOR
SUCTION ENTRAPMENT AVOIDANCE STANDARDS.
AND A451/APSP/ICC-15A 2013 STANDARD FOR RESIDENTIAL
SWIMMING POOL AND SPA ENERGY EFFICIENCY
11. DO NOT USE OR OPERATE POOL OR SPA IF THE SUCTION
FITTING 15 MISSING, BROKEN, OR LOOSE.
IB. IF THE SUCTION INLET 5Y5TEM, SUCH AS AN AUTOMATIC
CLEANING 5Y5TEM, 15 A VACUUM GLEANER SYSTEM WHICH
HAS A SINGLE SUCTION INLET, OR MULTIPLE SUCTIONS INLETS
PAVER DECKING OR WHICH CAN BE ISOLATED BY VALVES, THEN EACH SUCTION
4" THICK CONCRETE DECK INLET SHALL PROTECT AGAINST USER ENTRAPMENT BY EITHER
W/ FIBER MIX 2500 P51 AN APPROVED ANTI -VORTEX COVER, 12" X 12" GRATE OR LARGER,
OR WIRE MESH OR OTHER APPROVED MEANS.
4"
COMPACTED SOIL UNDER
O CONCRETE DECK
in
493 BARS 12" ON CENTER NOT VALID WITHOUT
EACH WAY (GRADE 40) EMB055ED SEAL.
PARKER
6 2018
E. 032645
i�Afi�KEiz MYNG�-I�NB�iZG � ASSOG. I1�lC
PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
1729 RIDGEWOOD AVENUE HOLLY WILL FLORIDA 32117
(386) 611-6891 FAX (386) 677-2114
TYPICAL
RE51DENTAL 5W FOOL
DESIGN FOR
5URF51DE POOLS
313 BEACH BOULEVARD
JACKSONVILLE BEACH, FL. 32250
(904) 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, THIS DRAWING
MAY BE RENDERED VOID.
SWEET I OF 5
THERAPY JET
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
RETURN LINE MAIN DRAIN PIPE, IF THE PIPE COMES IN VERTICAL
TO THE MAIN DRAIN BOX.
III
IF THE MAIN DRAIN PIPE COMES INTO THE
I MAIN DRAIN BOX HORIZONTALLY THE COVER
I j MAIN DRAINS MEET THE VIRGINIA GRAEME FROM THE TOP THE GRATE TO THE TOP
RECIRCULATION PUMP
I BAKER POOL AND SPA SAFETY ACT. N PIPE NEEDS TO BE 1.5
OF THE MAIN DRAIN
�j (SECOND MAIN DRAIN MAY BE ON SIDE WALU TIMES THE DIA. OF THE MAIN DRAIN PIPE.
eoes I I
1-1/2 TIMES THE DIA.
-1/2 TIMES THE DIA.
1 1--
MAIN DRAIN (SUG
—
ON)
CHLORINATOR 1 ----- ----
--------- --- - _ --� � �
Z
!
it MAIN
FILOL
TER
i i j i UNDERWATER LIGHT DRAIN DRAIMAINN
RETURN LINE
IL--- ----------------
I
-------JI
OSE
3/4" B 1 ULLN
IL --------------'`--------------JI TILE OPTIONAL
L--------------------------------� ON EDGE OF GAP TILE/ BRICK/ OR CANTILEVER WITH
I'
STEP. WATERLINE TILE
TYPICAL 5PA POOL
ACRLYIC FINISH
- 2 MAIN DRA I N5 ON FLOOR
2-a3 REBAR
SII
CONTINUOUS
• I ,,/\\//\\//\\/i\\//\\i/\\//\\//\\//\\//\\
I
`
\\//
POOL SHELL 3000 PCONCRETE
<
ED.
PNEUMATICALLY APPLIED.
\n\�\\�\�/�\�/�\�/�\�/�\�//\�/�\�/�\�/`
PAVER DECKING OR \/\
G" IN VERTICAL WALLS (TYP)
4" THICK CONCRETE
" IN COVES AND FLOORS (TYP)
DECK W/ FIBERMIX
3000 P51 EL
2500 MIN. GUNITE MAY BE SUBSITIUTED
WATER REENFORGED
FOR 3000 PSI CONCRETE
LINE CONCRETE
J
6"XG" CERAMIC TILE
1/2" QUARTZ
FINISH
LOW
VARIES PROFILE
JUNCTION
/BOX
UL APPROVEDND
DI=C/K A TILE DETAIL
UNDERWATER
4 0'
i
LIGHT
MIN.
PARKER MYNCW;=NSF-RG 4 A5500. INC.
I
- PROFESSIONAL ENGINEERS LANDSCAPE ARCWITEGTS
COMPACTED 501E
L
1129 RIDGEWOOD AVENUE HOLLY WILL FLORIDA 32111
611-2114
UNDER coNCETE
�— (386) 611-6891 FAX (386)
In
DECK
i
MAIN DRAIN
EXTRA 03 BARS NOT VALID WITWOUT
— CONTINUOUS EMBOSSED SEAL.
SUCTION LINE-------
--- - TYPICAL
--------------
----------------------
--- - izE51DENTAL 5W/POOL
o o 413 BARS 12" O.G. % D551 GN FOP,
oop°o poop°p VERT ONT AND
16o° o opo HORIZONTAL lTYP) 1 SUfiZF51DS i�00L5
MAIN DRAIN W/RELIEF
(GRADE 40)
o°po 0 00° 313 BEACW BOULEVARD
°p0000o 0 D0
PLUG OR 2"
0p0000° JAGK50NViLLE BEACH, FL. 32250
j
HYDROSTATIC RELIEF
VALVE, IF REQ'D.
p0$ O opo (904) 246-2666
o 00 poo c0 STATE LICENSE CF0044080
ROGKBED
TW15 SIGNED AND SEALED SHEET 15 TO BE USED A5 JMASTER
FILE COPY. IT WILL BE USED FOR A MAXIMUM PERIOSEGTI�N
E8 2Q 8 YEAR EXPIRING ON 12/31/18. IF TWE FLORIDA BUILDINI5
ALTERED OR MODIFIED BEFORE TWAT DATE, TWI5MAY
BE RENDERED VOID.
PARKER MYNCWENBERG, P.E. 032645 SHE
i
POOL BONDING NOTE5:
S. COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE POOL AND SPA REBAR AS
1. EQUIPOTENTIAL BONDING OF PERIMETER SURFACES REQUIRES A SHOWN, 4 LOCATIONS, MINIMUM AT EACH SEPARATE BODY OF WATER, USING .A 08 AWG FROM POOL OR APPARATUS
COPPER CONDUCTOR; MINIMUM #8 AWG BARE LID COPPER BARE SOLID COPPER CONDUCTOR. FOR NON-CONDUCTIVE POOL SHELLS, BONDING
CONDUCTOR WHICH FOLLOWS THE CONTOUR OF THE PERIMETER AT 4 POINTS SHALL NOT BE REQUIRED. \ `
SURFACE OF THE POOL FROM 18" TO 24" FROM HE INSIDE WALLS q. COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE EQUIPMENT GROUND OF
OF THE POOL AND WHICH IS SECURED WITHIN O UNDER THE
LADDER, HANDRAIL,
DIVING BOARD, ETC
PUMP MOTOR
METAL CONDUITS
OR PIPING 5YSTE
POOL
REINFORCING
STEEL
HEATER CASE7 III o III
TYP I CAL POOL BONDING
NOT TO SCALE
SCHEMATIC NOTES:
1. THE EQUIPOTENTIAL BONDING OF ALL GONG
METALLIC COMPONENTS, UNDERWATER LIGHT
AND METAL WIREWAYS/CONDUIT5 SHALL BE
ACCEPTED BY THE AUTHORITY HAYING JURI
TRANSFORMER
JUNCTION BOX
(IF USED)
NOTE 10 \
TYPICAL
0
SWIMMING POOL LT FIXTURE
NOTE 11
13 TYPICAL
NOTES 1, 4,
5 AND 8
TYPICAL POOL BONDING PLAN
NOT TO 50ALE
BONDING LEGEND
+ BOND CONNECTION, PER NEC 250.8
o PARALLEL TAP CONNECTION, PER NEC 250.8
UNDERGROUND BONDING CONDUCTOR, 08 AWG (MINIMUM)
LIGHT NICHE
CONTROL PANEL(5)
IV
O
4EMATIC
)OL SHELLS, PERIMETER SURFACES,
L FITTINGS, ELECTRICAL EQUIPMENT,
DANCE WITH NEC 680.26. OR, A5
(AHJ).
WITHOUT
SEAL.
FEB 0 6 ?OIs
PARKER MYNOHENBERG. P.E. #32645
NOTE I
CONDUCTOP- II
NOTE
\
FROM POOL REBAR OF
BONDING CONDUCTOR
NOTE I
TYPICAL BONDING TYPES
NOT TO SCALE
NOTES:
I. SPLICES (WELDED OR MECHANICAL) SHALL BE PERFORMED IN
ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.
PARKER MYNCNENBE IS 4 A550C. INC
PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
1-12q RIDGEWOOD AVENUE HOLLY HILL FLORIDA 3211-1
(386) 61i-6891 FAX (386) 6-1-1-2114
TYPICAL
Rf=5I DENTAL 514/POOL
DESIGN FOR
5URf=5IDE POOLS
313 BEACH BOULEVARD
JACKSONVILLE BEACH, FL. 32250
(gO4) 246-2666
STATE LICENSE OPCO44080
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
15 ALTERED OR MODIFIED BEFORE THAT DATE, T1415 DRAWING
MAY BE RENDERED VOID.
SHEET 5 OF 5
PERIMETER SURFACE 4" TO G" BELOW SUBGRAD
BONDING SHALL BE ATTACHED TO THE POOL R
. THE PERIMETER
INFORGING SHELL
THE POOL PUMP MOTOR AND OTHER ELECTRICAL COMPONENTS AS REQUIRED BY
NEC 680.26 (VERIFY LOCATIONS) U51NG #8 AWG BARE SOLID COPPER WIRE.
ATA MINIMUM OF 4 POINTS UNIFORMLY SPACED
PERIMETER OF THE POOL.
AROUND THE
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
2.
ALL UNDERGROUND OR UNDER SLAB CONNECTIONS
SHALL BE BY LISTED MEANS
HANDRAILS, DIVING BOARDS, AND LADDER GRABRAIL5 IN THE POOL AND SPDA AN
PER NEC 250.8. BONDING CABLES UNDER SLAB
SHALL BE PLACED AT THE BOTTOM
AND INCLUDE ALL METAL WIRING AND ALL FIXED METAL PARTS THAT ARE WITHIN 5 FT.
OF EXCAVATION.
=HORIZONTALLY OF THE INSIDE WALL OF THE POOL (SPA) AND 12- FT -VERTICALLY -ABOVE
THE MAXIMUM WATER LEVEL OF THE POOL USING #8 AWG BARE COPPER WIRE.
3.
WHEN REBAR IS UTILIZED FOR IN 5THE FCONSTRUCTION ,15REOF
ADJACENT THE POOL (WITHIN THIS RE
PLANTERS AND FOOTERS
AR SHALL BE BONDED USING
11. ALL POOL AND SPA LIGHTING NICHES SHALL BE BONDED TO POOL AND SPA REBAR
#8 AWG BARE --SOLID COPPER CONDUCTOR BY
RE DUC
ISTED MEANS PER NEC 250.8
PER NEC 680. THE COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE
TO THE BONDING CONDUCTOR.
REBAR AT BOTH THE POOL AND THE SPA, PER NOTE 8, ABOVE, WHICH SHALL, IN
TURN, PROVIDE BONDING OF THE LUMINAIRE NICHES.
4.
LOCATION OF COPPER BONDING . CONDUCTOR, BONDING
JUMPERS, AND CONNECTIONS
SHOWN ARE DIAGRAMMATIC ONLY. CONTRACTOR
SHALL FIELD ROUTE TO DETERMINE
12. ELECTRICAL CONTRACTOR SHALL CALL FOR THE INSPECTION OF THE BONDING OF
EXACT LOCATION. BONDING CONDUCTOR SHAL
CTO
CONFORM TO THE SHAPE OF THE POOL
THE POOL AND ITS PERIMETER SURFACES PRIOR TO COVER-UP OF THESE AREAS.
WHILE MAINTAINING SMOOTH RADIAL CURVES -
NO q0° RADIUS SHALL BE PERMITTED.
5.
RESISTANCE OF THE GROUND SYSTEM SHALL NOT
EXCEED 25 OHMS.
6.
IF REQUIRED, ALL GROUND RODS SHALL BE 5/8'
COPPER CLAD STEEL, 8' LONG
AND DRIVEN TO A DEPTH OF 28" BELOW FINISH
=D GRADE, MINIMUM, AND WHERE
NOTE I
USED SHALL BE BONDED USING #8 AWG BARE 5
LID COPPER CONDUCTOR BY LISTED
MEANS PER NEC 250.8 TO THE BONDING CONDUCTOR.
1.
SPECIAL CASES MAY INCLUDE, BUT ARE NOT LI
ITED TO, VANISHING EDGE POOLS,
NOTES 2 AND 3
SP
POOLS WITH PERIMETERS OF VARYING (VERTICAL)
GRADES, DIMINISHED PERIMETER
SURFACES LIKE EDGE PLANTERS, 5TOP/RETAINII,
G WALLS AND ZERO -LOT LINES.
IN THESE CASES, THE BONDING CONDUCTOR SHALL
BE INSTALLED IN ACCORDANCE
WITH NEC 650.26, NOTE 1 (ABOVE), AND DIRECTON
JURISDICTION (AHJ). THE ELECTRICAL CONTRACTOR
FROM THE AUTHORITY HAVING
SHALL BE RESPONSIBLE FOR
NOTE 3 BOND JUMPER MINIMUM 5/8" DIAMETER
COORDINATION OF THE BONDING WITH THE AHJ
IN THE DETERMINATION OF IT�TYPIGAL
NOTE 8 COPPER GROUND ROD
TYPICAL DRIVEN UNTIL MAXIMUM
APPLICATION OF THE NEC.
RESISTANCE VALUE OF
BOND JUMPER
25 OHMS 15 REACHED
(IF USED)
NOTE g
\
TYPICAL
BOND JUMPER
LADDER, HANDRAIL,
DIVING BOARD, ETC
PUMP MOTOR
METAL CONDUITS
OR PIPING 5YSTE
POOL
REINFORCING
STEEL
HEATER CASE7 III o III
TYP I CAL POOL BONDING
NOT TO SCALE
SCHEMATIC NOTES:
1. THE EQUIPOTENTIAL BONDING OF ALL GONG
METALLIC COMPONENTS, UNDERWATER LIGHT
AND METAL WIREWAYS/CONDUIT5 SHALL BE
ACCEPTED BY THE AUTHORITY HAYING JURI
TRANSFORMER
JUNCTION BOX
(IF USED)
NOTE 10 \
TYPICAL
0
SWIMMING POOL LT FIXTURE
NOTE 11
13 TYPICAL
NOTES 1, 4,
5 AND 8
TYPICAL POOL BONDING PLAN
NOT TO 50ALE
BONDING LEGEND
+ BOND CONNECTION, PER NEC 250.8
o PARALLEL TAP CONNECTION, PER NEC 250.8
UNDERGROUND BONDING CONDUCTOR, 08 AWG (MINIMUM)
LIGHT NICHE
CONTROL PANEL(5)
IV
O
4EMATIC
)OL SHELLS, PERIMETER SURFACES,
L FITTINGS, ELECTRICAL EQUIPMENT,
DANCE WITH NEC 680.26. OR, A5
(AHJ).
WITHOUT
SEAL.
FEB 0 6 ?OIs
PARKER MYNOHENBERG. P.E. #32645
NOTE I
CONDUCTOP- II
NOTE
\
FROM POOL REBAR OF
BONDING CONDUCTOR
NOTE I
TYPICAL BONDING TYPES
NOT TO SCALE
NOTES:
I. SPLICES (WELDED OR MECHANICAL) SHALL BE PERFORMED IN
ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.
PARKER MYNCNENBE IS 4 A550C. INC
PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
1-12q RIDGEWOOD AVENUE HOLLY HILL FLORIDA 3211-1
(386) 61i-6891 FAX (386) 6-1-1-2114
TYPICAL
Rf=5I DENTAL 514/POOL
DESIGN FOR
5URf=5IDE POOLS
313 BEACH BOULEVARD
JACKSONVILLE BEACH, FL. 32250
(gO4) 246-2666
STATE LICENSE OPCO44080
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
15 ALTERED OR MODIFIED BEFORE THAT DATE, T1415 DRAWING
MAY BE RENDERED VOID.
SHEET 5 OF 5
4" DECK #3 BAR AT 12' ON CENTER V-6" MIN. DISTANCE
BAR TO BE 5 FT LONG 3-1/2" TYP LESS THAN I ON 1
ALL SLABS (2) #3 REBAR CONT. (3) #3 REBAR CONT.
THE POOL CONTRACTOR
I FT IN 6 N b SHALL PLACE ALL STEEL=TI=1ii
er OR IN THE POOL WALL AT NO L fl—I
STEEPER °;r; + MORE THAN 6" ON CENTER
11 II it if Id
r , 1 FT IN IN BOTH DIRECTIONS IN =111 11=
\ AREAS WHERE THE ANGLE _II III -1 I III=1,
_TO OF REPOSE IN ENCROACHED _11F—=i I [I l-
q„ 1 PT IN i \ .. ON OR THE POOL SHELL ! I II I II LI L
\ ENCROACHES INTO THE =11FII
FLAT SLOPEMO FOOTING MOTMATE SLOPE FOOTING 51 SLOPE FOOTING t To 1 AREA. till-_,
TURN DOWN FOOTER DETAIL I TYPE 2 TYPE 2
45°
SLAB -FOOTING DETAILS
2500 MIN. GUNITE MAY BE 5UB51TIUTED
FOR 3000 PSI CONCRETE
�- —�'—
04 BAR AT 12" ON CENTER USE 6X6 10/10 WHIM OR FIBER MESH S°
CURE FOR ONE WEEK BEFORE INSTALLING
-#3 BAR
ANCHORS.
BRICK PAVER
CONTINUOUS EXISTING STRUCTURE STRINGER TO BE SUPPORTED BY
POOL DECK CLEATING TO SUITABLE ANCHOR
CONCRETE PAVER DECK STRINGERS ATTACHED
GPLACEDENTERAT 2 FTNALL AREAS WIITHI ANG OR NAILS OR TAPGONS TO
m t EXISTING. CONCRETE LANAI OR
N EXISTING STRUCTURE OR ITS FOUNDATION.
STEEL TEX FORM W/ EXISTING STRUCTURE
1-#3 BAR VERTICALLY J. 4 MIN #4 BAR AT 12" ON CENTER uD I STRUCTURAL STEEL
® 36" ON CENTER r I I IN PLACE TO BE e
—1 INDEPENDENTLY SUPPORTED II—I
I-# 3 BAR « 12° AWAY FROM SHORING.
B=1/2" X A
CONTINUOUSII-
71 ihibir..: !i
3000 PSI CONCRETE W/ 2-%3 KEBABS THE POOL SHELL WALL SHALL BE I I
CONSTRUCTED AT G" THICKNESS. I ISI II USE 1/2" PLYWOOD SHEETING
PAVER DECK < RIBBON FOOTING # 5 REBAR5 AT G" ON CENTER �Ill�l�11' OR EQUIVALENT BUILDING
TURNDOWN DETAIL W/ PAVER DECK - -II IL I n�
BOTH WAYS IN AREAS THAT EXTEND _ MATERIAL TO RESTRAIN SIDE
24" INTO THE ANGLE OF REPOSE II OF EXCAVATION
J,
BACKFILL BEHIND SHORING TO
PREVENT
2 FT RETAINING WALL STRINGER MAY BE DRIVEN EXISTING STRDUCTURE.G OF
INTO GROUND MIN. 9"
RETAINING WALL 3000 MI PUMP MIX CONCRETE OR OTHERWISE SUPPORTED PROVIDE WEEP HOLES AS
TO PREVENT FROM KICKING APPROPRIATE.
LOUT AT BASE.
04 BAR AT 12" ON CENTER CJ. NORI NG DETAIL CONTRACTOR SHOULD ATTEMPT TO
CONSTRUCT ROUGH SHELL AS
M�l IN LOCATIONS WHERE EXISTING FOUNDATION I5 RAPIDLY IDLY AS'GONDITIONS WILL
THREATENED BY UNDERMINING DUE TO ADVERSE CONDITIONS ALLOW. THERE 15 NO SUBSTITUTE
AT THE TIME OF; EXCAVATION SHORING MAY BE REQUIRED. FOR RAPIDLY BACKFILLING
6' EXCAVATION TO PREVENT
UNDERMINING OF ADJACENT
04 BAR AT 12" ON CENTER CONCRETE PAVER DECK STRUCTURE.
ol
PARKEfi2 MYNCI-I ENBERG 4 ASSOC. INC.
v 12" PROFESSIONAL ENGINEERS LANDSCAPE AiRCHITECT8
1-129 RIDGEWOOD AVENUE HOLLY WILL FLORIDA 3211'11
j. 3000 P51 CONCRETE W/ 2-#3 KEBABS (386) 61"11-6891 FAX (386) 6'1'1-2114
RIBBON FOOTING
W/ PAVER DECK
51DE WALLS 1-40T ***Vi WITHOUT TYPICAL
EMBo ED SEAL. RE51 DENTAL 5W/1=00L
#4 BAR AT 12" ON GEN #4 BAR AT 12" ON CENTER CONCRETE PAVER DECK
` DES I GN FOR
u «_ 5URf51 DE POOLS
313 BEACH BOULEVARD
F11 JACKSONVILLE BEACH, FL. 32250
„ <,,. z < .•'..(904) 246-2666
\ \ 12" STATE LICENSE CF0044080
32" I 24" 3000 P51 CONCRETE W/ 2-#3 REBARS
4 FT RETAINING WALL 3 FT RETAINING WALL RIBBON FOOTING THIS SIGNED AND SEALED SHEET 15 TO BE USED AS A MASTER
R
�+y (� FILE COPY . IT WILL BE USED FOA MAXIMUM PERIOD. OF ONE
RETAINING WALL 3000 P51 PUMP MIX CONCRETE RETAINING WALL 3000 PSI PUMP MIX CONCRETE W/ PAVER DECK f E B Q 6. 2018.. YEAR EXPIRING ON 12/31/18. IF THE FLORIDA BUILDING CODE
FRONT WALL 15 ALTERED OR MODIFIED BEFORE THAT DATE, THIS DRAWING
MAY BE RENDERED VOID.
PARKER MYNCHENBERG, P.E. #32645
SHEET 4 OF 5
II
1:2" BRICK PAVER BOND BEAM WITH
POOL DEM 1 05 BAR
MUD SET ALUMINIUM SCREEN UPRIGHT
04 BAR CONTINIOUS D CELLS
03 BAR AT 12" ON CENTER----
xx
E; DOWELS
015 REBAR 24" MAX SPACING
#5 BAR AT 40" ON CENTER USE 04 REBAR IF UNDER G' -O"
WITH CELL FILLED WITW CONCRETE
POOL SWELL
DECK DRAIN
STANDARD YARD a 4" POOL DECK
ELEVATION N
r#S REBAR 12" MAX SPACING
USE 04 REBAR IF UNDER 6'-0"
L
56" TURNDOWN
WALL 5000 P51 PUMP MIX Got ICRETE
�4 BAR AT 12" ON CENTER B
BLOCK WALL DETAIL
WALL 3000 P51 F%JMP MIX CONCRETE RETAINING WALL
ALUMINIUM SCREEN UPRIGWT
05 BAR CONTINIOUIS
14
A
5
0
DOWELS TOP FOOTING
(O.Ci (O.Ci
1'-4"
10"
I' -S"
10"
05
48"
#5
40"
2'-8"
10"
1'-8"
10"
#5
48"
#5
40"
V-4"
12"
2'-0"
12"
#5
48"
#5
40",
4'
12"
2'-0"
12"
05
48"
05
40"
W-13",
12"
2-6
12"
48'
05
40"
5'-4"1
12"
5'-0"
121,
i 05
48"
#5
40"
v 1
1213.
-sl
121.5
48"1
05
40"
TYP. RETAINING WALL DIMEN51ON5
\.
04 BAR AT 12" ON CENTER—
PARKER MYNCHENBERG Assoc. INC.
PROFE55IONAL ENGINEERS LANDSCAPE ARCHITECTS
1129 RIDGEWOOD AVENUE WOLLY WILL FLORIDA 32111
05 BAR AT 40" ON
(386) 611-68ql FAX (386) 611-2114
CENTER
WIT14 CELL FILLED I
>
ITW CONCRETE
15"
STANDARD YARD
W, DECK DRAIN
F_ lu 4" POOL
04 BAR AT 12" ON CENTER
TYPICAL
ELEVATION
DECK
RES I ENTAL 5W/FOOL
DESIGN FOR
SURFSIDE POOLS
515 BEACW BOULEVARD
JACKSONVILLE BEACW, FL. 52250
(904) 246-2666
STATE LICENSE CPC044060
501,
4'-2-
#5 BAR AT I
ON CENTER
BLOCK WALL DETAIL
Go I=T RETAINING WALL TW15 SIGNED AND SEALED 5PEET 15 TO BE USED AS A MASTER
WALL 3000 P91 PUMP MIX CONGRETEFILE
COPY. IT WILL BE USED FOP, A MAXIMUM PERIOD OF ONE
FEB 0 6 26 18
RETAINING WALL 5000 PSI PUMP MIX CONCRETE YEAR EXPIRING ON 12/31/18. IF TWE FLORIDA BUILDING CODE
15 ALTERED OR MODIFIED BEFORE TWAT DATE, TW15 DRAWING
MAY BE RENDERED VOID.
PARKER MYNCI-IENBER6, P.E. 052645 SWEET 5 OF 5
Determine Maximum Svstem flow Rate:
Swimming Pool Info: 127
3.5
to 4.5 to
IA Volume:
2850 -gallons
0
Surface Area
(Shallow)
(Deep) (St
allow)
3.0
11.3
Spa Info: N/A 0
0
18.1
Volume:
0 gallons
1
Surface Area
(Depth)
6.8
3.1
11.4
13.6
15.*
18.1
20.4
22.7
2850 Total Volume
Preferred Turnover Time in Hours:
6
x: 60 min. =
360
13-7
15.3
18.2
(Hours)
(turnover fi
ne in minutes)
1
3
Maxium Pool Flow Rate: 2850
divided by
360
8 gpm 0
= 8 gpm
18.2
(gallons)
(turnover time in minutes) (flow
to pool) (feature flow rate)
190
Spa Jets (#) 6
x 13
gpm per jet =
78 flow rate
13.8
110
(# of jets)
ijet flow)
22.8
25.1
27.3
23.6
A&A Quik Clean System 3
x 12
gpm G4V Venturi He;
ids 36 flow rate
16.1
18.3
1
x 6
gpm G4 Low Flow Heads
6 flow rate
23.6
311'9
NONE
x 0
gpm Cleaner Heac
0 flow rate
18.4
20.65
(# of heads)
(head flow)
27.4
42 Total Floor
Heads flow rate
E 40
Maximum Pool System Flow Rate:
78
4- Highest required
flow rate between "Maximum Pool Flow
20.7
23.0
25.2
Rate" and "Spa
Jets" and "Quick Clean System"
32.0
34.3
36.5
8
18.5
20.7
Determine Pipe Sizes:
25.3
27.5
23.8
32.0
34.3 1
Pool/Spa: Branch piping to be:
3"
inch to keep veloci)
@ 6 fps.Max.at: 136
gpm. Maximum System Flow Rate
23,1
Trunk piping to be :
2.5"
inch to keep veloci)
@ 8 fps.Max.at: 117
gpm. Maximum System Flow Rate
36.6 1
Return piping to be
2rr
inch to keep veloci
@ 10 fps.Max.at: 103
gpm. Maximum System Flow Rate
25.4..27.6
Determine Simpified TDH (POOL);
23.3
32.1
34.4
36.7
38.3 1
Distance from nearest edge of pool to pump in feet =
80
1-1
25.4
Friction loss in suction pipe 2.5n@
8 fps
inch pipe per one foot @
117 gpm (from
pipe flow fiction loss chart) =
0.09
Friction loss in return pipe 2 " @
io fps
inch pipe per one foot @
103 gpm (from
pipe flow/friction loss chart) =
0.16
Length of suction pipe 80 x
Ft. of head
per one foot of pipe
0.09 =
7.20 TDH in piping
41.3
Length of pressure pipe 80 x
Ft. of head
per one foot of pipe
0.16 =
12.80 TDH in piping
30.0
32.3
34.6
36.8
TDH in piping
16.00
43.6
Other Loss in TDH ft. of head #
48.1
Filter loss in TDH (fir
Dm filter data sheet)
4.30 ( from filter data sheet)
32.3
Main Drain 2.34 2.34
1
Heater loss in TDH i
from heater data sheet)
0.00 (from heater data
sheet)
Returns 3/4" 0.00 3.30
0
523
*Total all other loss
20.99
34.7
Therapy Jet 0.00 27.72
0
Pool Total Eynamk
Head (TDH)
41
48.2
Floor System 18.65 19.65
1
55.0
1
15
37.0
*Total 20.99
41.5
43.7
46.0
48.3
50.5
Pool Pump: Jandy ePumilp JEP 1 112hp-vs
78 Gallons Per Minute 41 Total Dynarnio
Pool Filter: Jandu CS100 Cartridge
Heater: Jandy JE3000T-R Heat Pum
Pool A&A Sin le C�hannel
Main Drain:
Floor Installation @ 196 gpm a ax. flow
Head (TDH)
Drain
JEP Performance Curves
10 20 30 4 W 60 M 80 00 100 110 120 130 1b 190 100 IM 180 10 00 ZO M 0
Flow GPM
2
01
0
Jew cartridge Filter, ce series
-4-
-.3
Design
Pressure
2 Drop
(PSI)
- CS150
- CS200
CS260 It
Gsloo E.
0
30 60 so 12D
Flow Rate (0"
Pools * Spas * Service
Michael & Beth Richardson
581 Timber Bridge Ln.
Atlantic Beach 32233
IF7 2/12/2018
Total Head in Feet Conversion Chart
Inches Mercury (Vacuum Gauge)
0
0.0
2.3
4.5
6.8
3.0
11.3
13.6
15.8 1
18.1
20.3
1
1
2.3
4.6
6.8
3.1
11.4
13.6
15.*
18.1
20.4
22.7
'-2
4-6
6.3
3.1
11.4
13-7
15.3
18.2
20.4
22.7
25.0
1
3
6.3
92
11.5
13.7
16.0
18.2
20.5
22.8
25.0
27.3
4
3.2
11.5
13.8
16.0
18.3
203
22.8
25.1
27.3
23.6
5
11.6
13.8
16.1
18.3
20.6
22.0
25.1
27.4
23.6
311'9
6
13.3
16.1
18.4
20.65
-22.3
25.2
27.4
233
31.9
34.2
16.2
18.4
20.7
23.0
25.2
27.5
23.7
32.0
34.3
36.5
8
18.5
20.7
23.0
25.3
27.5
23.8
32.0
34.3 1
36.6
38.8
-9
-i3
2o.8
23,1
25.3
27.6
23.8
32.1
34.4
36.6 1
38.3
41.1
10
.1
25.4..27.6
23.3
32.1
34.4
36.7
38.3 1
41.2
43.4
1-1
25.4
27.7
23.3
32.2_
34.5
363
33.0
41.2
43.5
45.8
1-2
27.T
30.0
32.2
34.5
36.8
33.0
41.3
43.5
45.8
48.1
13
30.0
32.3
34.6
36.8
33,11
41.3
43.6
45.3
48.1
SOA
714
32.3
34.6
36.3
33.1
41.4
43.6
45.3
48.2
50.4
523
15
34.7
36.3
39.2
41.4
431
46.0
48.2
SMS
52.7
55.0
1
15
37.0
33.2
41.5
43.7
46.0
48.3
50.5
52.8
55.0
57.3
L. 1
17
33.3
413
43.8
46.1
48.3
50.6
S2.8
55.1
STA
59.6
iA
18
41.6
43.8
46.1
48.4
50.6
52.3
$5.1
SU
53.7
61.5
OA 1
19
43.3
46.2
48.4
50.7
52.3
55.2
57.5
53.1
62.0
64.2
20
46.2
48.5
SOJ
53.0
55.2
$7.5
53.8
62.0
64.3
66.5
21
48.5
50.8
53.0
SS.3
57.6
53.8
62.1
64.3
66.6
68.3
57-50.B
53.1
55.3
STA
53.3
62.1
64A
66.6
68.3
71.2
CL
6 d
53.1
55.4
57.T
53.3
62.2
64.4
663
63.0
71.2
133
24
55.4
S7J
60.0
62.2
64.5
661
63.0
M
73.5
75.8
57.8
60.0
62.3
643
66.8
63.1
71.3
73.6
ISA
78.1
26
6o.1
62.3
64.6
66.8
63.1
71.4
73.6
75.3
18.1
80.4
i
27
62.4
64.6
66.3
63.2
71.4
73.4
TS.9
713.2
80.5
82.7
64.7
66.3
63.2
TIS
73.7
76.0
T8.2
80.5
82.8
85.0
9
67.0
63.3
T1.5
73.8
76.0
T8.3
80.6
82.8
85.1
87.3
30
63.3
T1.6
73.8
76.1
78.3
80.6
82.8
86.1
87.4
$3.6
6-
73.*
76.1 1
78.4
OFT
82.3
85.2
OTA
83.7
$2.0
2
T3.*
76.2
78.4
80.1
$3.0
$5.2
87.5 1
S&T
32.0
34.3
6.2
T&S
80.8
83L0
85.3
SIM
83.8
32.1
34.3
36.6
714
1 TU
I so.$
813.1
85,3
87.6
83.8
32.1 1
34.4
36.6
38.3
35
1 80.3
1 83.1
85.4
87.6
83.3
32..- 1
34.4 1
363
38.3 1
1011
2
01
0
Jew cartridge Filter, ce series
-4-
-.3
Design
Pressure
2 Drop
(PSI)
- CS150
- CS200
CS260 It
Gsloo E.
0
30 60 so 12D
Flow Rate (0"
Pools * Spas * Service
Michael & Beth Richardson
581 Timber Bridge Ln.
Atlantic Beach 32233
IF7 2/12/2018
rw.
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