|
110
<br />100 -
<br />90 -
<br />80 -
<br />70 -
<br />a� 60
<br />W
<br />4 50
<br />0
<br />40
<br />30
<br />20
<br />10
<br />0
<br />11V
<br />100
<br />90
<br />80
<br />70
<br />-60
<br />� 50
<br />• 40
<br />- 30
<br />- 20
<br />-10
<br />0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300
<br />FLOW RATE IN U.S. GPM
<br />RECIRCULATION PUMP CURVE
<br />1
<br />Not
<br />MEMO�
<br />'EM■■■■■■■
<br />MEMNIN„■'
<br />`■■■■■
<br />OPERATING
<br />• -
<br />EACH
<br />POINT
<br />•
<br />'N
<br />',"■■,.■■
<br />MaINKINEENINEIII
<br />I.
<br />_.
<br />■_
<br />■■■■■■�_
<br />ISOMETRIC RISER DIAGRAM KEY
<br />A
<br />2" SERVICE TO WASTE LINE
<br />B
<br />SEPARATOR TANK 12)
<br />C
<br />1.1 HP SERVICE PUMP (TANK DRAIN ONLY)
<br />D
<br />NOT USED
<br />E
<br />NOT USED
<br />F
<br />2" TANK DRAIN LINE
<br />G
<br />NOT USED
<br />H
<br />PERIMETER POOL GUTTER
<br />I
<br />MAIN DRAIN FROM POOL
<br />J
<br />INDIVIDUALLY VALVED GRAVITY LINES
<br />K
<br />I VACUUM D.E. FILTER GRIDS (TYP OF 29)
<br />L
<br />2" STATIC LINE
<br />M
<br />450 GALLON COLLECTOR TANK
<br />N
<br />3 HP RECIRCULATION PUMP (2)
<br />0
<br />1" FRESH WATER INLET TO TANK
<br />P
<br />2" OVERFLOW WITH CHECK VALVE
<br />Q
<br />4" PRECOAT LINE W/ BUTTERFLY VALVE
<br />R
<br />4" BUTTERFLY VALVE BYPASS
<br />S
<br />3" BALL VALVE (TYP OF 2)
<br />T
<br />CAPPED LINES
<br />U
<br />CHEMICAL INJECTION POINTS
<br />V
<br />NOT USED
<br />W
<br />LIQUID CHLORINE & ACID FEED PUMPS
<br />X
<br />4" FLOWMETER
<br />Y
<br />4" RECIRCULATION RETURN TO POOL
<br />Z
<br />CHEMICAL RESERVOIR
<br />1" RIGID PVC
<br />CONDUIT W/
<br />occ unorn onnI
<br />N(
<br />CI
<br />EL�., ,..,..�.�� . .... .. .�., ..... , ...�
<br />RECIRCULATION PUMP TO PREVENT CHEMICAL
<br />FEED WHEN RECIRCULATION PUMP IS NOT
<br />OPERATING
<br />FIXTURE SCHEDULE:
<br />MOUNTED TO PANEL W/ k S.S.
<br />LOCK NUTS AND UL SEALTITE
<br />FITTINGS
<br />O
<br />FU
<br />W O
<br />PLUMBING RISER DIAGRAM
<br />ISOMETRIC (N.T.S.)
<br />MARK
<br />DESCRIPTION
<br />VOLTAGE
<br />MANUFACTURER & MODEL NO.
<br />OA
<br />MAIN LUG BREAKER PANEL
<br />(16 CIRCUIT)
<br />208-230/460V
<br />SIEMENS, PW1624L3200CU
<br />O`Z)
<br />RECIRCULATION PUMP
<br />208-230V
<br />PENTAIR, MAX-E-PRO XF, XPK-12, 3 HP
<br />�C
<br />SERVICE PUMP (TANK DRAIN ONLY)
<br />208-230V
<br />PENTAIR MAX-E-PRO 348185, 1.1 HP
<br />DO
<br />100 WATT SERVICE LIGHT FIXTURE
<br />115V
<br />INTERMATIC, VPXG11GCI 10OW
<br />EO
<br />GFCI
<br />115V
<br />PASS & SEYMOUR
<br />OCHLORINE
<br />FEED PUMP
<br />115V
<br />STENNER 45M4
<br />OACID
<br />FEED PUMP
<br />115V
<br />STENNER, 4SM3
<br />OGFI
<br />115V
<br />PASS & SEYMOUR
<br />(I
<br />ELECTRICAL INTERLOCK
<br />115-230V
<br />MCG, MCDP402U6, DEFINITE PURPOSE CONTACTOR
<br />(
<br />LIGHT TRANSFORMER (2)
<br />115V
<br />INTERMATIC PX300, 30OW TRANSFORMERS (2)
<br />OPOOL
<br />LIGHTS (5)
<br />12V
<br />PENTAIR, 30OW LED EQUIVALENT
<br />OJUNCTION
<br />BOXES (2)
<br />12V
<br />INTERMATIC PJB4175, WEATHERPROOF
<br />22.0694
<br />EQUIPMENT CABINET W/ ELECTRICAL PANEL
<br />LEFT SIDE ELEVATION
<br />16.06131
<br />SIEMENS, ELECTRICAL PANEL, UL HINGED FRONT PANEL
<br />SEALTITE MOUNTED TO CABINET
<br />BASE W/ 10GROUNDED
<br />PENETRATION CD 200 AMP SUB BLOCK W/
<br />GCFIPROTECTED BREAKERS
<br />1" CONDUIT PENETRATION
<br />FROM CABINET
<br />GRADE
<br />1.5" FEED LINE PENETRATION
<br />LMAIN FEEDER LINES TO BE FIELD TO BE INSTALLED BY OTHERS
<br />INSTALLED BY OTHERS
<br />ELECTRICAL PANEL ELECTRICAL PANEL
<br />FRONT ELEVATION ISOMETRIC
<br />NOTE:
<br />WHEN MULTIPLE RECIRCULATION PUMPS ARE
<br />USED, THE REQUIRED FLOWRATE, FILTRATION,
<br />& CHEMICAL TREATMENT MUST BE
<br />MAINTAINED, OR THE ENTIRE SYSTEM SHALL
<br />NOT OPERATE.
<br />THE SYSTEM SHALL BE CONFIGURED TO
<br />SHUTDOWN IF THE OPERATIONAL PUMP(S)
<br />ARE NOT ABLE TO MAINTAIN THE PROPER
<br />FLOWRATE, FILTRATION, AND CHEMICAL
<br />TREATMENT AND AN AUDIBLE ALARM SHALL
<br />ALERT MAINTENANCE PERSONNEL TO THE
<br />ISSUE.
<br />FEEDER & CIRCUIT SCHEDULE:
<br />60
<br />15.9
<br />.0
<br />CONDUCTORS
<br />MARK
<br />PHASE
<br />NEUTRAL
<br />GROUND
<br />CONDUIT
<br />REMARKS
<br />PANEL FEED
<br />Q3412
<br />1- #12
<br />1/2"
<br />UL SEALTITE
<br />Q2412
<br />1- #12
<br />1/2"
<br />UL SEALTITE
<br />Q1412
<br />1- #12
<br />1412
<br />1/2"
<br />SEALTITE TO LIGHT
<br />Q1412
<br />1412
<br />1412
<br />1/2"
<br />SEALTITE TO PANEL
<br />Q1412
<br />1412
<br />1412
<br />1/2"
<br />SEALTITE TO PANEL
<br />QCONDUCTORS
<br />AND CONDUIT INSTALLED BY OTHERS
<br />PANEL SCHEDULE:
<br />THREE PHASE, 4-WIRE - 208Y/120 VAC OR 240 VAC INSULATED/BONDABLE NEUTRAL
<br />CURRENT WITHSTAND RATING MAX. RMS. SYM. 10,000A 120/240V
<br />CIRCUIT
<br />POLE
<br />TRIP
<br />LOAD
<br />AMPS
<br />1-3
<br />3
<br />20A GFI
<br />REC. PUMP W/INTERLOCKED CHEM. CONTROLLER
<br />13.2
<br />4-6
<br />3
<br />20A GFI
<br />RECIRCULATION PUMP
<br />9.8
<br />7-8
<br />2
<br />20A GFI
<br />SERVICE PUMP
<br />8.0
<br />9
<br />1
<br />20A GFI
<br />SERVICE LIGHT
<br />1.5
<br />10
<br />1
<br />20A GFI
<br />GFCI
<br />3.0
<br />11
<br />1
<br />20A GFI
<br />LIGHT TRANSFORMERS
<br />1.7
<br />12-16
<br />1
<br />1
<br />1 SPARE
<br />TOTAL MAXIMUM LOAD
<br />37.2
<br />1C
<br />D.E. FILTER NOTES:
<br />1. THE D.E.-TYPE FILTER TANK AND ELEMENTS SHALL BE
<br />INSTALLED SUCH THAT THE RECIRCULATION FLOW DRAW DOWN
<br />DOES NOT EXPOSE THE ELEMENTS TO THE ATMOSPHERE
<br />WHENEVER ONLY THE MAIN DRAIN VALVE IS OPEN OR ONLY
<br />THE SURFACE OVERFLOW GUTTER SYSTEM VALVE IS OPEN.
<br />2. D.E. TYPE FILTERS: THE FILTER AREA SHALL BE DETERMINED
<br />NOTE:
<br />RECIRCULATION AND TREATMENT EQUIPMENT SHALL
<br />BE TESTED AND APPROVED IN ACCORDANCE WITH
<br />NSF/ANSI STANDARD 50 ONLY NSF-60 APPROVED
<br />CHEMICALS SHALL BE USED IN POOL.
<br />ONLY 1OX SODIUM HYPOCHLORITE SHALL BE USED IN
<br />CHLORINE FEED SYSTEM.
<br />ON THE BASIS OF EFFECTIVE FILTERING SURFACES WITH
<br />NO
<br />ALLOWANCE GIVEN FOR AREAS OF IMPAIRED FILTRATION,
<br />SUCH
<br />NOTE:
<br />AS BROAD SUPPORTS, FOLDS, OR PORTIONS WHICH MAY
<br />PH ADJUSTMENT FEEDER: AN
<br />BRIDGE
<br />3. D.E. TYPE FILTERS: FILTER SEPTA HAVE A MINIMUM 1"
<br />(25
<br />ELECTRICAL FEEDER HAS ELECTRICAL
<br />INTERLOCK WITH THE RECIRCULATION
<br />MM) CLEAR SPACING BETWEEN ELEMENTS (UP TO 4 FT'
<br />(0.4
<br />PUMP TO PREVENT DISCHARGE WHEN
<br />M2) EFFECTIVE AREA PER SEPTUM) AND THE MINIMUM SPACING
<br />THE RECIRCULATION PUMP IS NOT
<br />BETWEEN ELEMENTS IS 1/8" (3 MM) LARGER FOR EACH
<br />OPERATING.
<br />ADDITIONAL SQUARE FOOT OR FRACTION THEREOF OF SEPTUM
<br />NOTE:
<br />AREA OVER 4 FV (0.4 M2).
<br />HYPOHALOGENATION FEEDER: AN
<br />ELECTRICAL FEEDER. WHEN USED,
<br />HAS ELECTRICAL INTERLOCK WITH THE
<br />RECIRCULATION PUMP TO PREVENT
<br />THE DISINFECTANT FROM SIPHONING
<br />OR FEEDING DIRECTLY INTO THE POOL
<br />OR POOL PIPING UNDER ANY TYPE
<br />FAILURE OF THE RECIRCULATION
<br />EQUIPMENT. A FLOW SENSOR
<br />CONTROLLER MAY BE USED.
<br />132.0
<br />EQUIPMENT COVER
<br />PLAN
<br />POOL FILTER TANK
<br />FRONT ELEVATION
<br />EQUIPMENT COVER
<br />FRONT ELEVATION
<br />BURIED CHEMICAL
<br />CROCS SHALL BE EQUIPPED
<br />WITH LOCKABLE AND TAMPER PROOF
<br />LIDS
<br />6
<br />FIELD CAST 6" THICK, 2500 PSI
<br />CONCRETE FOOTING UNDER
<br />STEEL FRAME & COVER
<br />RESERVOIR RESERVOIR
<br />LABELED: LABELED:
<br />"ACID" "CHLORINE"
<br />10OW SERVICE LIGHT
<br />ELECTRICAL PANEL
<br />3 FROM HEATER (CAPPED)
<br />BY-PASS VALVE
<br />3" TO HEATER (CAPPED)
<br />EQUIPMENT FRAME
<br />2-4" X J" SS TAP SCREW 0 EACH TIE DOWN BRACKET (MIN. 2" EMBEDMENT)
<br />z
<br />J
<br />MIN. 4" THICK CONCRETE SLAB, MIN. 6" CLEAR EDGE DISTANCE ALL AROUND
<br />REINFORCED WITH 6X6 - W2.9 X 2.9 WWF
<br />OVER COMPACTED SOIL OR SLAB
<br />W
<br />•-
<br />►- '�
<br />CONCRETE
<br />z
<br />u�
<br />MIN. 3 ABOVE GRADE OR FFE TIE DOWN BRACKETS, TYP.
<br />Q
<br />Z
<br />�
<br />O
<br />03
<br />o
<br />O
<br />REFER TO EQUIPMENT
<br />U
<br />MANUFACTURER
<br />' 4 `
<br />U
<br />U
<br />z
<br />o J
<br />0,
<br />•.l
<br />G
<br />LAj
<br />Q
<br />U
<br />PUMP
<br />Ci
<br />`� a
<br />(2) ANCHOR POINTS (TYP.)
<br />i
<br />4 Q_
<br />-'
<br />FILTER FILTER
<br />REFER TO EQUIPMENT MANUFACTURER
<br />_
<br />_
<br />N
<br />(4) ANCHOR POINTS (TYP.)__0
<br />REFER TO EQUIPMENT MANUFACTURER
<br />Ld
<br />cn
<br />a
<br />TIE DOWN BRACKETS, TYP.
<br />REFER TO EQUIPMENT
<br />N
<br />MANUFACTURER
<br />HEATER (IF APPLICABLE)
<br />1(4)
<br />ci
<br />ANCHOR POINTS (TYP.)
<br />REFER TO EQUIPMENT MANUFACTURER
<br />14
<br />cd.,
<br />EQUIPMENT ANCHORING
<br />•
<br />SCALE: N.T.S.
<br />N
<br />NCd N
<br />POOL EQUIPMENT NOTES:
<br />o
<br />ch
<br />cn cn
<br />LOCKABLE LID 1. THE POOL RECIRCULATION PUMP(S) ARE SELF -PRIMING AND ARE PROVIDED WITH A
<br />O
<br />O
<br />aj
<br />60"
<br />HAIR AND LINT STRAINER.
<br />p
<br />2. ALL P.V.C. PIPE SHALL BE SCHEDULE 40 (SCHEDULE 80 WHERE REQUIRED BY LOCAL
<br />Q
<br />Q
<br />CODE) AND BE IMPRINTED WITH THE MANUFACTURES NAME AND THE NSF-PW LOGO.
<br />Q
<br />^^ ..
<br />(COLLAPSE RATINGS SHALL BE IN EXCESS OF THE EXTERNAL PRESSURES ON THE
<br />0_
<br />w
<br />O 00
<br />INSTALLED PIPE). PVC PIPE EXPOSED TO SUN LIGHT SHALL BE COATED FOR U.V.
<br />PROTECTION.
<br />LLJ
<br />of
<br />3. ALL FLOW CONTROL VALVES SHALL BE PROPORTIONAL CONTROL TYPE (GATE VALVES
<br />SIDEWALLVENT
<br />(TYP BOTH SIM) ARE NOT ACCEPTABLE FOR THIS PURPOSE) RETURN, MAIN DRAIN, AND SURFACE
<br />Q
<br />cd C"
<br />OVERFLOW SYSTEM LINES SHALL EACH HAVE VALVES DESIGNED FOR PROPORTIONAL
<br />N
<br />®
<br />®
<br />®
<br />FLOW.
<br />4. CLEARANCE FOR ALL FLOW METERS SHALL BE AS RECOMMENDED BY THE
<br />M
<br />O
<br />MANUFACTURER.
<br />NOTES:
<br />1. PLUMBING - ALL PIPE & FITTINGS SHALL BE SCHEDULE 40 PVC PER ASTM D1785 AND N.S.F. APPROVED AND STAMPED FOR
<br />POTABLE WATER APPLICATIONS. JOINTS TO BE SOLVENT WELDED PER ASTM D2855. ALL PLUMBING AND MATERIALS TO CONFORM
<br />TO FLORIDA BUILDING CODE 2020 - SEVENTH EDITION.
<br />2. ELECTRICAL - ALL ELECTRICAL EQUIPMENT WIRING, INSTALLATION AND GROUNDING OF POOL COMPONENTS SHALL CONFORM TO
<br />NATIONAL FIRE PROTECTION ASSOC, 70, NATIONAL ELECTRICAL CODE (N.E.C.) LATEST EDITION AND ALL APPLICABLE LOCAL CODES,
<br />CHEMICAL FEED PUMPS TO BE INTERLOCKED WITH THE RECIRCULATION PUMP.
<br />W
<br />Z
<br />3. EQUIPMENT -ALL PUMPS, FILTERS AND DISINFECTION EQUIPMENT SHALL BE TESTED AND APPROVED BY THE PERTINENT
<br />MANUFACTURER USING THE NSF/ANSI STANDARD 50 AND LISTED AS APPROVED BY THE NSF.
<br />ww 00
<br />4. THE FILTER ROOM FLOOR IS SLIP RESISTANT AND SLOPED TO FLOOR DRAINS
<br />5. ALL PLASTIC PIPING SUBJECT TO PROLONGED SUNLIGHT EXPOSURE MUST BE COATED PROTECT IT ULTRAVIOLET
<br />7 Na. 00 N
<br />O= r0 O
<br />t
<br />1 I
<br />TO FROM
<br />LIGHT DEGRADATION.
<br />m
<br />10
<br />m M 100
<br />6. EACH WASTE LINE SHALL HAVE A UNIQUE AIR GAP. WASTE LINES FROM DIFFERENT SOURCES (E.G. POOL, SPA, OVERFLOW,
<br />W _-.1 010 W
<br />0 LL_
<br />0 0
<br />SUMP PUMP) SHALL NOT BE TIED TOGETHER BUT MAY DISCHARGE INTO A COMMON SUMP OR RECEPTACLE.
<br />7. THE WASTE LINE MUST BE CONNECTED TO AN APPROVED WASTE DISPOSAL SYSTEM ACCORDING TO LOCAL OR STATE CODES.
<br />L ij
<br /><
<br />It
<br />u ^ N
<br />8. ALL COLLECTOR TANKS SHALL HAVE COVED AND SLRE TO THE TANK
<br />Q
<br />�p Q
<br />L_j
<br />L-ij
<br />EUPC NTROLS
<br />9. AN AUTOMATIC AND MANUAL WATER MAKEUP CONTROL MUST BE PROVIDED TO MAINTAIN THE WATER LEVEL AT THE UP OF THE
<br />INTAI
<br />OR AT
<br />(Z
<br />q � v 0�0 �
<br />Q 00
<br />1" x 1" STEEL FRAME OVERFLOW GUTTER THE MOUTH OF THE RECESSED AUTOMATIC SKIMMERS AND MUST DISCHARGE THROUGH AN AIR GAP
<br />L J
<br />W
<br />•
<br />INTO A FILL PIPE OR COLLECTOR TANK. OVER THE RIM FILL SPOUTS ARE PROHIBITED.
<br />m
<br />Li l Q
<br />t\ Q U jX u-
<br />y ; r ., •, .� • , ,,.• . •.+
<br />10. A RATE OF FLOW INDICATOR, READING IN GPM, SHALL BE INSTALLED ON THE FILTER RETURN UNE. THE RATE OF FLOW
<br />F1
<br />VO
<br />'
<br />jva
<br />INDICATOR SHALL BE PROPERLY SIZED FOR THE DESIGN FLOW RATE AND SHALL BE CAPABLE OF MEASURING FROM ONE HALF TO
<br />Ili- L¢i J
<br />N
<br />AT LEAST ONE -AND -ONE-HALF TIMES THE DESIGN FLOW RATE. THE CLEARANCES UPSTREAM AND DOWNSTREAM FROM THE
<br />m O Q
<br />RATE OF FLOW INDICATOR SHALL COMPLY WITH THE MANUFACTURER'S INSTALLATION SPECIFICATIONS.
<br />S
<br />SHIM FRAME ON BRICKS 11. THESE PLANS HAVE BEEN PREPARED IN COMPLIANCE WITH THE 2020 FLORIDA BUILDING CODE - SEVENTH EDITION
<br />AS NEEDED
<br />I
<br />W
<br />EQUIPMENT COVER
<br />SIDE ELEVATION
<br />4" FLOWMETER SERVICE PUMP
<br />4" RECIRC PUMP SUCTION THERMOMETER
<br />CHLORINE FEEDER 4" FILTER RETURN
<br />ACID FEEDER CHEMICAL INJECTION POINTS
<br />oe
<br />a q v
<br />4" PRECOAT
<br />a
<br />DE SEPARATION TANK (TYP)
<br />3" CHECK VALVES TO WASTE HUB VIA AIR GAP (TYP)
<br />RECIRCULATION PUMP (TYP) 2" TANK DRAIN
<br />NOTE: COMPONENTS ID - PLAN
<br />WHEN MULTIPLE RECIRCULATION PUMPS ARE
<br />USED, THE REQUIRED FLOWRATE, FILTRATION,
<br />& CHEMICAL TREATMENT MUST BE
<br />MAINTAINED, OR THE ENTIRE SYSTEM SHALL
<br />NOT OPERATE.
<br />THE SYSTEM SHALL BE CONFIGURED TO Digitally signed
<br />SHUTDOWN IF THE OPERATIONAL PUMP(S) David 9 y 9
<br />ARE NOT ABLE TO MAINTAIN THE PROPER
<br />FLOWRATE, FILTRATION, AND CHEMICAL by David
<br />TREAALTMENT AND AN AUDIBLE MANTENA MAINTENANCE PERSONNEL ATO THE RM LL ERFaerman, Faerman, PIE
<br />ISSUE. Date: 2023.01.13
<br />RE 16:26:46-05'00'
<br />HYDRAULIC SOLENOID
<br />VALVE W/ MANUAL FILL
<br />& 3" MIN. AIR GAP
<br />SHUTOFF VALVE
<br />II
<br />SUCTION 5
<br />1611
<br />LL=2)
<br />2" TANK DRAIN
<br />POOL FILTER TANK
<br />SIDE ELEVATION
<br />POOL FILTER TANK
<br />PLAN
<br />2" TANK DRAIN
<br />PIPE AND VALVES CHART
<br />LINE FUNCTION
<br />SIZE
<br />MAIN DRAIN
<br />8"
<br />GUTTER DRAIN
<br />8"
<br />STATIC LINE
<br />2"
<br />FRESH WATER FILL
<br />i"
<br />OVERFLOW
<br />2"
<br />RECIRCULATION PUMP SUCTION (2)
<br />4"
<br />RECIRCULATION RETURN
<br />4"
<br />FILTER PRECOAT
<br />4"
<br />TANK DRAIN
<br />2"
<br />SERVICE TO WASTE
<br />2"
<br />TO HEATER (CAPPED)
<br />3"
<br />FROM HEATER (CAPPED)
<br />3"
<br />FILTER EQUIPMENT LIST
<br />RECIRCULATION PUMP (2)
<br />MAX-E-PRO XF, XPK-12, 3 HP WITH INTEGRAL BASKET STRAINER,
<br />THROTTLE TO 130 GPM @ 50' TDH EACH, (260 GPM TOTAL) 208-230V, 30, 9.8A
<br />SERVICE PUMP
<br />PENTAIR MAX-E-PRO 348185,1.1 HP WITH INTEGRAL BASKET
<br />STRAINER, 60 GPM @ 60' TDH,115/206-23OV,10, 8.OA
<br />FILTER TANK
<br />AT450, 450 GALLON CAPACITY
<br />DE FILTER ELEMENTS
<br />(29) -13.5" x 24" ELEMENTS, 4.5 SQ FT EACH, 130.5 SQ FT TOTAL
<br />WATER LEVEL CONTROL
<br />AQUATEK HYDRAULIC VALVE W/ MANUAL FILL VALVE & RESERVOIR
<br />CHLORINE FEEDER
<br />STENNER 45M4, 35 GPD CAPACITY, 11OV, 1.7A
<br />CHLORINE RESERVOIR TANK
<br />30 GALLON WITH LOCKABLE LID
<br />pH FEEDER
<br />STENNER 45M3, 22 GPD CAPACITY, 11OV, 1.7A
<br />pH RESERVOIR TANK
<br />30 GALLON WITH LOCKABLE LID
<br />SEPARATOR TANK (2)
<br />PENTAIR 30OWS,100 SQ FT, 200 SQ FT TOTAL
<br />FLOWMETER
<br />4" BLUE/WHITE F-30400P, 75 TO 420 GPM RANGE
<br />THERMOMETER
<br />PRECISION INSTRUMENT CO 5291-K WITH 1/2" NPTTHERMOWELL
<br />30• TO 240•F RANGE
<br />VACUUM GAUGE
<br />WIKA, 0-30 IN HG, LIQUID FILLED,1/4" NPT, 2" FACE DIAMETER
<br />CHEMISTRY CONTROLLER
<br />NOT PROVIDED
<br />2" TANK DRAIN
<br />2" OVERFLOW
<br />4" FILTER PRECI
<br />AT45C
<br />450 GALLON TANK
<br />...., „CTION
<br />4"
<br />3"
<br />IE FILTER GRID
<br />L" AUTOFILL
<br />PROJECT NO.
<br />22CO93
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<br />* No. 47646
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<br />A ;
<br />01 /13/2023
<br />DAMD I FAERMAN, P.E.
<br />FL. LICENSE NO. 47646
<br />PERMIT SET
<br />Wj DATE I DESCRIPTION
<br />SHEET
<br />10OF11
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