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<br />I 1 _ _ 1 I ! . 1 11 I _. '1..-!-_ I I _ _ I
<br />EQUIPMENT SCHEDULE
<br />COMMERCIAL SWIMMING POOL
<br />FILTRATION AND DISINFECTION SYSTEM
<br />ITEM
<br />QTY
<br />MANUFACTURER
<br />PART NUMBER
<br />DESCRIPTION
<br />EQUIPMENT SET
<br />1
<br />AQUAWORX
<br />CUSTOM
<br />SEE DETAILS SHEET ON SHEET 10
<br />DRAINS AND FITTINGS
<br />ITEM
<br />QTY
<br />MANUFACTURER
<br />PART NUMBER
<br />DESCRIPTION
<br />12" X 12" VGBA CERTIFIED FRAME AND GRATE WITH 90.8 SQ. IN. OPEN AREA W/
<br />CUSTOM MAIN DRAIN SUMP AND 2" HYDROSTATIC RELIEF VALVE (P/N SK43101)
<br />SUCTION OUTLET FITTING ASSEMBLY (SOFA) IS VGBA 2017 COMPLIANT WHEN INSTALLED IN ACCORDANCE WITH
<br />MD FRAME & GRATE
<br />2
<br />AQUASTAR
<br />WAV12WRXXX
<br />ALL MANUFACTURER INSTRUCTIONS.
<br />FLORIDA DOH APPROVED 361 GPM O 1.5 FPS
<br />130.0 GPM DESIGN FLOW RATE ® 0.46 FPS
<br />OUTLETS SHALL BE COVERED BY A SECURE GRATE WHICH REQUIRES THE USE OF A TOOL TO REMOVE.
<br />THREE-PIECE DIRECTIONAL EYEBALL FITTING 1%w KNOCK -IN - 1" EYEBALL
<br />WALL INLETS
<br />11
<br />AQUASTAR
<br />4101
<br />DIRECTIONALLY ADJUSTABLE.
<br />260.0 GPM / 23 TOTAL INLETS = 11.3 GPM PER INLET
<br />INSTALL ALL RETURN FITTINGS MIN. 1'-0" BELOW OPERATING WATER LEVEL
<br />4" ADJUSTABLE FLOOR RETURN FITTING WITH WATER STOP
<br />260.0 GPM / 23 TOTAL INLETS = 11.3 GPM PER INLET
<br />FLOOR INLETS
<br />12
<br />AQUASTAR
<br />4DIV101
<br />FLOOR INLETS SHALL BE DESIGNED AND INSTALLED SUCH THAT THEY DO
<br />NOT PROTRUDE ABOVE THE POOL FLOOR AND ALL INLETS SHALL BE
<br />DESIGNED AND INSTALLED SO AS NOT TO CONSTITUTE SHARP EDGES OR
<br />PROTRUSIONS HAZARDOUS TO POOL BATHERS.
<br />11.4. SO. IN. OPEN AREA VGBA CERTIFIED OUTLET
<br />FLORIDA DoH APPROVED 53.6 GPM ® 1.5 FPS EACH
<br />STATIC FITTING
<br />1
<br />AQUASTAR
<br />6HPXXX
<br />FITTINGS TO INSTALLED MIN. 12" BELOW NORMAL OPERATING WATER LEVEL
<br />OUTLETS SHALL BE COVERED BY A SECURE GRATE WHICH REQUIRES THE USE OF A TOOL TO REMOVE.
<br />GUTTER GRATES
<br />31
<br />PENTAIR
<br />54-2038
<br />2.5" X 4" PLASTIC W/ 2" I.D. SOCKET
<br />UNDERWATER LIGHTING SYSTEM
<br />ITEM
<br />QTY
<br />MANUFACTURER
<br />PART NUMBER
<br />DESCRIPTION
<br />NTELLIBRITE 5G
<br />INTELLIBRITE 5G LED UNDERWATER POOL LIGHT (WHITE ONLY)
<br />LOW VOLTAGE POOL LIGHTS
<br />5
<br />PENTAIR
<br />#60110*
<br />12 VOLT, 40 WATTS (30OW EQUIVALENCY), UL LISTED.
<br />(WHITE ONLY)
<br />USE PENTAIR AQUATIC SYSTEMS PLASTIC NICHES P/N 79206700 AND CORD SEAL KIT P/N 670044
<br />*CONFIRM REQUIRED CORD LENGTH PRIOR TO ORDERING
<br />LOW VOLTAGE TRANSFORMER
<br />2
<br />INTERMATIC
<br />PX300
<br />LOW VOLTAGE TRANSFORMER IN WEATHERPROOF ENCLOSURE
<br />JUNCTION BOXES
<br />2
<br />INTERMATIC
<br />PJB4175
<br />JUNCTION BOX IN WEATHERPROOF ENCLOSURE
<br />DECK & SAFETY EQUIPMENT
<br />ITEM
<br />QTY
<br />MANUFACTURER
<br />PART NUMBER
<br />DESCRIPTION
<br />CUSTOM 3-BEND HAND RAIL 1.90" O.D. X .065" WALL. 316L MG GRADE STAINLESS STEEL WITH A POLISHED
<br />HAND RAIL
<br />3
<br />S.R. SMITH
<br />CUSTOM
<br />AND BUFFED FINISH. THE RAIL SHALL BE ANCHORED IN THE DECK AND THE BOTTOM TREAD.
<br />CONFIRM AND TEMPLATE DIMENSIONS PRIOR TO ORDERING.
<br />ANCHOR
<br />6
<br />S.R. SMITH
<br />AS-100B
<br />EACH ANCHOR SHALL BE PROPERLY GROUNDED IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE
<br />STANDARDS.
<br />ESCUTCHEON PLATE
<br />6
<br />S.R. SMITH
<br />EP-10OF
<br />STAINLESS STEEL COVER PLATE.
<br />RING BUOY
<br />2
<br />RECREONICS, INC.
<br />12-252
<br />USCG APPROVED (WHITE).
<br />RING BUOY HOLDER
<br />2
<br />RECREONICS, INC.
<br />12-259
<br />STAINLESS STEEL
<br />RING BUOY ROPE
<br />2
<br />RECREONICS, INC.
<br />12-261
<br />60,
<br />FIBERGLASS POLE
<br />2
<br />RECREONICS, INC.
<br />12-220
<br />16'
<br />SHEPARDS CROOK
<br />2
<br />RECREONICS, INC.
<br />12-230
<br />ALUMINUM
<br />POLE CLAMPS
<br />4
<br />RECREONICS, INC.
<br />10-353
<br />STAINLESS STEEL
<br />PORTABLE VACUUM
<br />1
<br />WATERTECH
<br />CAT FISH LI
<br />POOL BLASTER SERIES
<br />TEST KIT
<br />1
<br />TAYLOR
<br />#2005-K
<br />CAPABLE OF MEETING ALL CHEMICAL TESTS SPECIFIED BY THE FLORIDA ADMINISTRATIVE CODE IN CHAPTER
<br />64E-9
<br />SHOWER (BY OTHERS)
<br />1
<br />T
<br />LOCATE WITHIN LIMITS OF APPROVED POOL BARRIER.
<br />NOTE:
<br />RECIRCULATION AND TREATMENT
<br />EQUIPMENT SHALL BE TESTED AND
<br />APPROVED IN ACCORDANCE WITH
<br />NSF/ANSI STANDARD 50 ONLY NSF-60
<br />APPROVED CHEMICALS SHALL BE USED
<br />IN POOL.
<br />ONLY 1OX SODIUM HYPOCHLORITE SHALL
<br />BE USED IN CHLORINE FEED SYSTEM.
<br />NOTE: ALL METAL LOCATED
<br />WITHIN 5 FEET OF POOL WATER
<br />SHALL BE BONDED.
<br />PAVER BRICK
<br />ON SAND
<br />NOTE:
<br />WEATHERPROOF/WATERPROOF
<br />DISCONNECT SWITCHES TO
<br />DISABLE POWER TO POOL
<br />HEATERS BY OTHERS.
<br />LOCATE WITHIN LINE OF SIGHT
<br />OF EQUIPMENT AND MIN. 5'
<br />REACH DISTANCE FROM POOL
<br />WATER. LOCATION SHALL
<br />COMPLY WITH FBC-B CH. 27
<br />AND NEC
<br />(BY OTHERS - REFER TO
<br />ELECTRICAL DRAWINGS BY
<br />OTHERS FOR FINAL SWITCH AND
<br />DISCONNECT LOCATIONS).
<br />SLAB WIRE
<br />#5 FOOTER STEEL
<br />S/S LADDER AND
<br />HANDRAIL
<br />WEDGE ANCHOR
<br />WITH GROUNDING
<br />SCREW
<br />JUNCTION BOXES TO BE LOCATED A
<br />MINIMUM OF 4 FEET FROM WATER'S
<br />EDGE AND 12" ABOVE COPING OR
<br />DECK
<br />-m --<
<br />/ I / :0Vjoi�-ice �'�`'��=��-►�'���'�f�►�������
<br />doo
<br />-
<br />•COPPER
<br />�N'EINFORCING STEEL
<br />-�WIRE 18" TO 24m FROM
<br />GRADEFOR POOLS WITH NO DECKS OR BURIED 4" TO 6" BELOW
<br />PAVER DECKS REBAR SHALL BE
<br />TIED TO WALL STEEL AND
<br />BROUGHT OUT OF
<br />POOL BONDING DETAIL
<br />RECIRC
<br />PUMP
<br />\ #8 SOLID
<br />COPPER WIRE
<br />FOUR (4) EQUALLY SPACED WALL REBARS
<br />AROUND POOL OR (4) INSULATED #8 WIRE
<br />IN PLACE OF REBAR
<br />-APPROVED CONNECTOR
<br />NOTE: IF REBAR IS 18" TO 24"
<br />IN HORIZONTAL LENGTH, THE
<br />PERIMETER BONDING WIRE MAY
<br />BE CONNECTED DIRECTLY TO
<br />REBAR WITHOUT JUMPER.
<br />POOL EQUIPMENT NOTES:
<br />1. THE POOL RECIRCULATION PUMP(S) ARE
<br />SELF -PRIMING AND ARE PROVIDED WITH A HAIR
<br />AND LINT STRAINER.
<br />2. ALL P.V.C. PIPE SHALL BE SCHEDULE 40 (SCHEDULE
<br />80 WHERE REQUIRED BY LOCAL CODE) AND BE
<br />IMPRINTED WITH THE MANUFACTURES NAME AND
<br />THE NSF-PW LOGO. (COLLAPSE RATINGS SHALL BE
<br />IN EXCESS OF THE EXTERNAL PRESSURES ON THE
<br />INSTALLED PIPE). PVC PIPE EXPOSED TO SUN
<br />LIGHT SHALL BE COATED FOR U.V. PROTECTION.
<br />3. ALL FLOW CONTROL VALVES SHALL BE
<br />PROPORTIONAL CONTROL TYPE (GATE VALVES ARE
<br />NOT ACCEPTABLE FOR THIS PURPOSE) RETURN,
<br />MAIN DRAIN, AND SURFACE OVERFLOW SYSTEM
<br />LINES SHALL EACH HAVE VALVES DESIGNED FOR
<br />PROPORTIONAL FLOW.
<br />4. CLEARANCE FOR ALL FLOW METERS SHALL BE AS
<br />RECOMMENDED BY THE MANUFACTURER.
<br />NORMAL OPERATING WATER LEVEL
<br />LOW VOLTAGE (12V)
<br />POOL UNDERWATER LIGHT
<br />IN STAINLESS STEEL NICHE.
<br />INSTALL AND BOND LIGHT AND NICHE
<br />IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS
<br />AND JURISDICTIONAL REQUIREMENTS.
<br />NOTE:
<br />COMPONENTS AND MATERIALS SHALL BE TESTED
<br />AND APPROVED USING THE NSF/ANSI STANDARD
<br />50, CIRCULATION SYSTEM COMPONENTS AND
<br />RELATED MATERIALS FOR SWIMMING POOLS,
<br />SPAS/HOT TUBS, DATED APRIL 2007, WHICH IS
<br />INCORPORATED BY REFERENCE.
<br />NOTE: MINIMUM 7'-0" CLEAR
<br />HEADROOM SHALL BE PROVIDED
<br />ABOVE ALL ACCESSIBLE AREAS.
<br />EQUIPOTENTIAL BONDING GRID:
<br />1. EQUIPOTENTIAL BONDING IN ACCORDANCE WITH NEC 680.26 SHALL BE PROVIDED.
<br />2. THE PERIMETER SURFACE TO BE BONDED SHALL BE CONSIDERED TO EXTEND FOR 1 M (3 FT) HORIZONTALLY
<br />BEYOND THE INSIDE WALLS OF THE POOL AND SHALL INCLUDE UNPAVED SURFACES AND OTHER TYPES OF
<br />PAVING.
<br />3. BONDING FOR PERIMETER SURFACES SHALL BE PROVIDED AS SPECIFIED IN 680.26(B)(2)(A) OR 680.26(B)(2)(B),
<br />AND ATTACHED TO THE POOL REINFORCING STEEL OR COPPER CONDUCTOR GRID AT A MINIMUM OF FOUR (4)
<br />POINTS UNIFORMLY SPACED AROUND THE PERIMETER OF THE POOL. FOR NON-CONDUCTIVE POOL SHELLS,
<br />BONDING AT FOUR POINTS SHALL NOT BE REQUIRED.
<br />4. STRUCTURAL REINFORCING STEEL STRUCTURAL REINFORCING STEEL SHALL BE BONDED IN ACCORDANCE WITH
<br />680.26(B)(1)(A).
<br />5. ALTERNATE MEANS. WHERE STRUCTURAL REINFORCING STEEL IS NOT AVAILABLE COPPER CONDUCTORS SHALL BE
<br />UTILIZED WHERE THE FOLLOWING CONDITIONS ARE MET-
<br />A. MATERIALS AND CONNECTIONS. BONDING SHALL BE BY MEANS OF AT LEAST ONE MINIMUM 8 AWG BARE
<br />SOLID COPPER CONDUCTOR. THE CONDUCTORS SHALL FOLLOW THE CONTOUR OF THE PERIMETER SURFACE.
<br />B. APPROVED SPLICES SHALL BE PERMITTED. IF ONLY A SINGLE CONDUCTOR IS PROVIDED, IT SHALL BE 450
<br />TO 600 MM (18 TO 24 INCHES) FROM THE INSIDE WALL OF THE POOL.
<br />C. SECURING. PERIMETER SURFACE EQUIPOTENTIAL BONDING CONDUCTORS SHALL BE SECURED WITHIN OR
<br />UNDER THE PERIMETER SURFACE. AN EQUIPOTENTIAL BONDING CONDUCTOR UNDER THE PERIMETER SURFACE
<br />SHALL BE CONSIDERED SECURED WHEN INSTALLED 100 TO 150 MM (4 TO 6 INCHES) BELOW THE SUBGRADE.
<br />NOTES:
<br />1) ALL ELECTRIC SHALL COMPLY WITH FBC-B CH. 27 (2020) AND NEC (2017)
<br />2) ALL ELECTRIC WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN COMPLIANCE WITH FBC
<br />2017.
<br />3) LICENSED ELECTRICAL CONTRACTOR SHALL CONFIRM ALL ELECTRICAL REQUIREMENTS PRIOR TO STARTING WORK.
<br />4) LICENSED ELECTRICAL CONTRACTOR SHALL CHECK AND VERIFY FURNISHED EQUIPMENT AGAINST SPECIFIED OR
<br />INTENDED ITEMS AND REVISE BRANCH CIRCUITS AS REQUIRED WITH PRIOR APPROVAL OF ENGINEER.
<br />5) LICENSED ELECTRICAL CONTRACTOR SHALL VERIFY ALL EQUIPMENT FOR PROPER VOLTAGE, PHASE, AND CURRENT
<br />BEFORE CONNECTION TO CIRCUITS.
<br />6) ALL EQUIPMENT SHALL BE PROVIDED WITH GFCI PROTECTION PER NEC 680.
<br />7) ALL EQUIPMENT SHALL BE U.L. APPROVED.
<br />8) CIRCUITS SHOWN ON PLANS ARE TO DETERMINE LOAD DATA AND PANEL SIZE ONLY. THE LICENSED ELECTRICAL
<br />CONTRACTOR SHALL PROVIDE CIRCUITS TO SUIT JOB CONDITIONS. ANY DEVIATIONS FROM THE APPROVED PLANS
<br />SHALL GENERATE A REVISION AND REVISED PLANS SHALL BE PRESENTED FOR REGULATORY REVIEW AND
<br />APPROVAL PRIOR TO FINAL INSPECTION.
<br />9) ALL ELECTRICAL EQUIPMENT AND WIRING SHALL BE RATED FOR MIN. 75-C CONTINUOUS DUTY.
<br />10) DISCONNECT SWITCHES SHALL BE H.P. RATED, HEAVY DUTY, QUICK MAKE, QUICK BREAK, WITH ENCLOSURES AS
<br />REQUIRED BY EXPOSURE.
<br />11) UNLESS OTHERWISE NOTED, ALL CONDUCTORS SHALL BE COPPER THHN/THWN-2. ALL CONDUCTORS #10 AND
<br />SMALLER MAY BE SOLID. ALL CONDUCTORS #8 AND LARGER SHALL BE STRANDED.
<br />12) THE ELECTRICAL SYSTEM SHALL BE COMPLETELY AND EFFECTIVELY GROUNDED AS REQUIRED IN ART. 250, NEC.
<br />13) ALL BONDING SHALL CONFORM TO NEC 680.
<br />14) OUTLETS SUPPLYING PUMP MOTORS CONNECTED TO SINGLE-PHASE 120-VOLT THROUGH 240-VOLT BRANCH
<br />CIRCUITS, WHETHER BY RECEPTACLE OR BY DIRECT CONNECTION, AND OUTLETS SUPPLYING OTHER ELECTRICAL
<br />EQUIPMENT AND UNDERWATER LUMINAIRES OPERATING AT VOLTAGES GREATER THAN THE LOW VOLTAGE
<br />CONTACT LIMIT, CONNECTED TO SINGLE-PHASE, 120 VOLT THROUGH 240 VOLT BRANCH CIRCUITS, RATED 15 OR
<br />20 AMPERES, WHETHER BY RECEPTACLE OR BY DIRECT CONNECTION, SHALL BE PROVIDED WITH GROUND -FAULT
<br />CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL
<br />15) ELECTRICAL EQUIPMENT WIRING AND INSTALLATION, INCLUDING THE BONDING AND GROUNDING OF POOL
<br />COMPONENTS SHALL COMPLY WITH CHAPTER 27 OF THE FLORIDA BUILDING CODE, BUILDING. AND 2017 NATIONAL
<br />ELECTRICAL CODE (NEC), NFPA 70, INCLUDING NEC CHAPTER 680.
<br />16) NEC 430.32 CONTINUOUS -DUTY MOTORS SUCH AS POOL PUMP MOTORS SHALL HAVE OVERLOAD PROTECTION.
<br />17) NO ELECTRIC OVER 12V SHALL BE PERMITTED WITHIN 5' OF POOL WATER.
<br />18) ALL ELECTRIC LESS THAN 10' FROM POOL WATER SHALL BE GFCI PROTECTED.
<br />MIN.
<br />1'-6"
<br />TO TOP
<br />OF LENSE, TYP.
<br />JUNCTION BOX. LOCATE IN ACCORDANCE WITH THE NEC.
<br />DO NOT LOCATE LESS THAN 4' FROM WATER'S EDGE PER NEC.
<br />5'-0" MIN.
<br />4'-0" MIN.
<br />8" MIN.
<br />F ABOVE
<br />MAX.
<br />WATER LEVEL
<br />OUTSIDE
<br />OF DECK
<br />BOND LIGHT AND NICHE
<br />CONTINUE
<br />REINFORCED
<br />CONCRETE RIGID PVC CONDUIT
<br />BEHIND LIGHT TO COMPLY W/ NEC 680.23 (B)(2)
<br />NICHE (SEE ELECTRICAL
<br />DRAWINGS BY OTHERS)
<br />NOTE:
<br />ALL ELECTRICAL WORK SHALL BE PERFORMED BY LICENSED CONTRACTORS ONLY.
<br />ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE W/ ARTICLE 680 N.E.C. AND ALL
<br />JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR IS RESPONSIBLE FOR MEETING THESE
<br />CRITERIA.
<br />UNDERWATER LIGHT DETAIL
<br />SCALE: N.T.S.
<br />HANDRAIL
<br />OR
<br />LADDER
<br />TIGHTENING
<br />SCREW
<br />FrLUG
<br />SCREW
<br />AND
<br />GROUND / fWIRE
<br />ESCUTCHEON
<br />PLATE
<br />LOW VOLTAGE
<br />TRANSFORMER IN WEATHERPROOF ENCLOSURE
<br />CONNECT BOND WIRE TO
<br />DECK POOL REINFORCING W/
<br />BY AN APPROVED BONDING
<br />OTHERS CLAMP
<br />BRASS
<br />ANCHOR
<br />SOCKET
<br />REFER TO
<br />MANUFACTURER
<br />FOR REQUIREMENTS
<br />ANCHOR IN
<br />ACCORDANCE WITH
<br />MANUFACTURER
<br />INSTRUCTIONS USING "
<br />NON -SHRINK GROUT
<br />AND WATERPROOFING
<br />REFER TO MANUFACTURER
<br />FOR REQUIREMENTS
<br />ANCHOR DETAIL
<br />SCALE: N.T.S.
<br />ALL ELECTRICAL WORK SHALL BE PERFORMED BY LICENSED
<br />CONTRACTORS ONLY.
<br />ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE W/
<br />ARTICLE 680 N.E.C. AND ALL JURISDICTIONAL REQUIREMENTS.
<br />THE CONTRACTOR IS RESPONSIBLE FOR MEETING THESE CRITERIA.
<br />WP TRANSFORMER BOX
<br />WP JUNCTION BOX OR WP GUTTER
<br />REFER TO AREA PLAN
<br />J-BOX/TRANSFORMER LOCATIONS
<br />TO GFCI, CIRCUIT BREAKER,
<br />TIMER, AND PANEL
<br />(BY OTHERS - SEE ELECTRICAL
<br />DRAWINGS FOR CONTINUATION)
<br />STAINLESS STEEL UNISTRUT FRAME • • ALL ELECTRICAL WORK SHALL BE
<br />J-BOX SHALL PERFORMED BY LICENSED
<br />COMPLY W/ CONTRACTORS ONLY.
<br />NEC 680.24 •
<br />DECK LEVEL, ALL WORK SHALL BE PERFORMED
<br />MAX. WATER LEVEL IN STRICT COMPLIANCE W/ ARTICLE
<br />OR BFE+1' I I I MIN. 680 N.E.C. AND ALL
<br />(WHICHEVER IS GREATER) I I I 8» JURISDICTIONAL REQUIREMENTS.
<br />THE CONTRACTOR IS RESPONSIBLE
<br />I I FOR MEETING THESE CRITERIA.
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<br />Date:
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<br />2023.01.13
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<br />* :J No. 47646
<br />an,
<br />RE
<br />16:27:05-051001
<br />STATE OF
<br />4NALE��:�`��.
<br />111nn11%10
<br />01 /13/2023
<br />DAVID I FAERMAN, P.E.
<br />FL LICENSE NO. 47646
<br />�4, III 4�
<br />CONCRETE TO ANCHOR POSTS
<br />. ,• ; •, � III .',• :., .
<br />RIGID CONDUIT FROM POOL LIGHTS •' 7. ' I I I •' ' :�
<br />-------------�/
<br />J-BOX/TX MOUNTING
<br />SCALE: N. T. S.
<br />PERMIT SET
<br />SHEET
<br />11 OF 11
<br />
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