17-0720GENERAL NOTES:
1. INS'I ALL;A Y lal� OF TI4t SALT GENERATOR CELL SHALL
NGY?, INTtRPEW- WIT I ATTAINMENT OF THE REQUIRED
FLOW RATE OF THE BODY OF WATER (140 G.P.M.)
2. EQUIPMENT ROOM MUST BE LIGHTED TO PROVIDE A
MINIMUM OF 30 FT. CANDLES OF ILLUMINATION AT
FLOOR LEVEL.
3. EQUIPMENT ROOM SHALL HAVE A MINIMUM OF 7 FEET
OF HEAD CLEARANCE.
4. ELECTRICAL EQUIPMENT WIRING, GROUNDING AND
INSTALLATION MUST CONFORM TO THE 2011 N.E.C. AND
APPLICABLE LOCAL CODES.
5. PROVIDE ELECTRICAL INTERLOCK BETWEEN PUMP AND
CHEMICAL FEEDERS.
6. TEST KIT SHALL BE PROVIDE FOR SALT CONTENT
TESTING.
7. ALL CELLS TO BE INSTALLED BEYOND POOL FILTERS
AND HEATERS.
S. EXISTING FLOEMETER SHALL BE LOCATED TO
MAINTAIN ALL UPWARD AND DOWNWARD DISTANCES
REQUIRED FOR PROPER FLOW READINGS.
PLUMBING NOTES:
SCOPE OF WORK. -
1. EXISTING CHEMICAL FEEDING DEVTCF._FOR THF. BODY OF
WATER SHALL REMAIN AS PRIMARY MET110I) QF -SANITATION.
2. PROPOSED SALT GENERATOR CELLS SHALL RE INwTALLED IN
COMPLIANCE WITH ALL STATE AND LOCAL CODES AND WILL
BE A BACK-UP SYSTEM TO THE PRIMARY METHOD OF
SANITATION FOR THE BODY OF WATER.
3. THE PRIMARY METHOD OF SANITATION FOR THIS BODY OF
WATER IS AS FOLLOWES:
POOL CL2 DISINFECTION FEEDER = STENNER 45M5
POOL PH ADJUSTMENT FEEDER = STENNER 45M5
EXISTING POOL CktTtRIA- -
POOL
CAPACITY 359807 GALLONy
BATHING LOAD 20 PERSONS✓ - -
DESIGN FLOW 100 G.P.M.
FILTER RATE 2 G.P.M. MIN./FT2
FILTER CYCLE 6 HOURS
IF EX. ORP/PH CONTROLLER
USED - UPGRADE CIRCUIT
BOARD AND ADD SALT
RATED ORP SENSOR
AUTOPILOT SYSTEM
SALT CHLORINE
GENERATOR - DIG 220
CHEMICAL STORAGE NOTE: - - - -
1. IF CHEMICALS ARE TO BE STORED ON THE POOL STLE, _
THEY MUST BE STORED INA COOL, DRY AND WELL_
VENTILATED AREA UNDER ROOF AND THE AREA SHALL
BE INACCESSABLE TO THE PUBLIC. CHEMICALS SHALL
NOT BE STORED IN THE POOL EQUIPMENT ROOM OR
ENCLOSURE.
(1) SC -60 POOL PILOT PROFESSIONAL
SALT CHLORINE GENERATOR CELS:. W/
MANIFOLD & (1) TRI -SENSOR
(2.5 P.P.D. TOTAL)
PIPING SCHEDULE:
MAIN DRAIN = SCHEDULE 40 P.V.C.
SKIMMER = SCHEDULE 40 P.V.C.
GUTTER = SCHEDULE 40 P.V.C.
RETURN = SCHEDULE 40 P.V.C.
STATIC = SCHEDULE 40 P.V.C.
VACUUM = SCHEDULE 40 P.V.C.
1. MAIN DRAIN, SKIMMERS AND HEATER BY-PASS LINES TO CONTROLLER OR
SHALL ALL HAVE PROPORTIONING TYPE VALVES. a
VOLT OUTLET O
2. ALL PLASTIC PIPING SHALL HAVE NSF-pw SEAL OF 120
O
APPROVAL.
a
3. PLASTIC PIPING EXPOSED TO SUNLIGHT SHALL BE O
COATED WITH AN ULTRA -VIOLET INHIBITING
MATERIAL. O FLO
a
4. ALL VALVES TO BE TAGGED AND INSTRUCTIONS �
POSTED IN EQUIPMENT ROOM.
5. WATER SUPPLY BY AN APPROVED POTABLE WATER 12"+/-��+
SYSTEM.
6. HEATER MATERIALS TO BE NON-TOXIC ABD EXISTING
ACCEPTABLE FOR USE WITH POTABLE WATER FILTER W
7. FILTER SYSTEM MUST BE VALVED TO ALLOW PUMP FLOWo
AND FILTERING TO WASTE. �81�+/- 2" PIPING `� � EXISTING
FILTERING TO POOL A WATER LINE
S. PROVIDE ELECTRICAL INTERLOCK BETWEEN PUMP THERMOMETER
AND CHEMICAL FEEDERS. EXISTING FLOW
9. ALL CHEMICAL LINES MUST BE TRANSLUCENT. HEATER -
10. CARTRIDGE FILTERS TO CONTAIN MANUFACTURES FLOW WHERE
NAME, PORE SIZE AND AREA IN SQUARE FEET. _._ _ _
APPLICIAL
11. IF A HEATER IS PROVIDED, IF SHALL BE APPROVED FLOW EXISTING
NATIONALLY RECOGNIZED ACCREDITING FLOWMETER EXISTING SANITATION
BY A
ORGANIZATION TO BE IN ACCORDANCE WITH THE SUCTION FROM POOL BY -PA FEED LINE PENETRATIONS
APPROPRIATE A.N.S.I. STANDARDS, AND THE VALVES O O DOWNWARD OF PROPOSED
INSTALLATION AND MATERIALS SHALL COMPLY Lj CELLS
WITH SECTION 64E-9.007(14)9 F.A.0
12. SOLUTION FEEDERS SHALL BE CAPABLE OF EXIST. CL,2 EXIST. PH
CONTINUOUSLY FEEDING A DOSAGE OF 6 MG/L TOSalt Generator Pipin Dia rangy
THE MINIMUM REQUIRED TURNOVER FLOW RATE OF, FEEDERS FEEDERS
Q & TANK & TANK
THE FILTERATION SYSTEM. EXISTING SCALE: N.T.S.
13. SOLUTION FEEDERS SHALL BE CAPABLE OF FEEDING VACUUM DE
THE ABOVE DOSAGE USING A TEN PERCENT SODIUM FILTER SYSTEM
HYPOCHLORITE SOLUTION, OR 5 PERCENT CALCIUM
HYPOCHLORITE SOLUTION, WHICHEVER
INFECTANT IS TO BE UTILIZED AT THIS x �, s
DISFACILITY.
.. - .��,.
ADDITIONAL NOTES:
1. EXISTING CHEMICAL FEEDING DEVICE FOR THE BODY OF
WATER SHALL REMAIN AS PRIMARY METHOD OF SANITATION.
2. PROPOSED SALT GENERATOR CELLS SHALL BE INSTALLED IN
COMPLIANCE WITH ALL STATE AND LOCAL CODES AND WILL
BE A SECONDARY SYSTEM TO THE PRIMARY METHOD OF
SANITATION FOR THE BODY OF WATER. SINCE THE CELLS
WILL RUN CONTINUOUSLY WHILE THE RECIRCULATION PUMP
IS ON, THE DEMAND FOR LIQUID CHLORINE WILL BE
REDUCED. THE SALT GENERATOR CONTROLLER MONITORS
THE OUTPUT OF CHLORINE AND PRODUCES CHLORINE ON A
CONTINUOUS BASIS. THE PRIMARY SYSTEM OUTPUT IS
THEREFORE REDUCED TO MAINTAIN THE NORMAL DAILY
OUTPUT OF CHLORINE FOR THE BODY OF WATER.
3. THE EXISTING CHEMICAL CONTROLLER IS DESIGNED TO
CONTROL THE OUTPUT OF BOTH THE SALINE CHLORINATOR
AND THE REDUNDANT PULSAR CHEMICAL FEEDING SYSTEM.
4. THE SALINE CHLORINATOR WILL BE ENERGIZED BY THE
CONTROLLER, OPERATED AT FULL OUTPUT AND SHUT OFF BY
THE CONTROLLER ONCE THE DESIRED O.R.P. SET POINT HAS
BEEN REACHED (2 P.P.M.).
5. IF THE O.R.P. WERE TO DROP BELOW A PRESCRIBED LEVEL,
THE CONTROL SYSTEM WILL AUTOMATICALLY ENERGIZE
THE REDUDNDANT FEED SYSTEM IN ORDER TO KEEP PACE
WIII AN-ELLVA Y ED BTIlER LOAD. THE DUEL SET POINT
BOOSTER MODt� 9!x ERATION IS TOTALLY AUTOMATIC AND
OCCURS WITHOUT OPERATOR INVOLVEMENT. THE SET POINT
AND BOOSTER SET POINT ARE COMPLETELY ADJUSTABLE AND
ARE C 1F �TRr"D. Y 0 THE PARTICULAR NEEDS OF THE POOL.
6. THE O.R.P. SYSTEM WILL-MIAINTAIN DISINFECTION BETWEEN
1.0 AND 10.0 P.P.M. OF FREE CHLORINE RESIDUAL.
NOTE:
THE OUTPUT OF THE SALT CHLORINE GENERATOR
CELL IS 2.5 POUNDS MAX. PER DAY.
CODES:
PUBLIC SWIMMING POOL PLAN IS -DESIGNED TO"MEET
THE FLORIDA BUILDING CODE FIFTH EDI'T'ION (204) - BUILDING.
(PUBLIC POOL SECTION) - - - - -
THE FLORIDA BUILDING CODE FIFTH EDITION (2014) - PLUMBING
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CHECKED BY:
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DATE:
2-15-17
SCALE:
NOTED
JOB NUMBER:
17-175
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DRAWN BY:
wJC
CHECKED BY:
SMS
DATE:
2-15-17
SCALE:
NOTED
JOB NUMBER:
17-175
SHEET
OF