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NOTE:
<br />m.� VV m
<br />POOL EQUIPMENT NOTES:
<br />1. THE POOL RECIRCULATION PUMP(S) ARE SELF -PRIMING AND ARE
<br />PROVIDED WITH A HAIR AND LINT STRAINER.
<br />2. ALL P.V.C. PIPE SHALL BE SCHEDULE 40 (SCHEDULE 80 WHERE
<br />REQUIRED BY LOCAL CODE) AND BE IMPRINTED WITH THE
<br />MANUFACTURES NAME AND THE NSF-PW LOGO. (COLLAPSE
<br />RATINGS SHALL BE IN EXCESS OF THE EXTERNAL PRESSURES ON
<br />THE INSTALLED PIPE). PVC PIPE EXPOSED TO SUN LIGHT SHALL
<br />BE COATED FOR U.V. PROTECTION.
<br />3. ALL FLOW CONTROL VALVES SHALL BE PROPORTIONAL CONTROL
<br />TYPE (GATE VALVES ARE NOT ACCEPTABLE FOR THIS PURPOSE)
<br />RETURN, MAIN DRAIN, AND SURFACE OVERFLOW SYSTEM LINES
<br />SHALL EACH HAVE VALVES DESIGNED FOR PROPORTIONAL FLOW.
<br />4. CLEARANCE FOR ALL FLOW METERS SHALL BE AS RECOMMENDED
<br />BY THE MANUFACTURER.
<br />NOTE:
<br />WEATHERPROOF/WATERPROOF DISCONNECT SWITCHES TO DISABLE
<br />POWER TO POOL HEATERS SHALL BE DESIGNED AND INSTALLED BY
<br />OTHERS.
<br />LOCATE WITHIN LINE OF SIGHT OF EQUIPMENT AND MIN. 5' REACH
<br />DISTANCE FROM POOL WATER. LOCATION SHALL COMPLY WITH FBC-B
<br />CH. 27 AND NEC
<br />(BY OTHERS - REFER TO ELECTRICAL DRAWINGS BY OTHERS FOR FINAL
<br />SWITCH AND DISCONNECT LOCATIONS).
<br />GUIDANCE IF DISPOSING TO
<br />HOSE BIBB W/VACUUM BREAKER
<br />PROVIDED IN EQUIPMENT PACK
<br />MAINTENANCE DRAIN HUB
<br />(MIN. 100 GPM CAPACITY - BY
<br />OTHERS - COVERED AND PROTECTED
<br />FROM WEATHER AND ELEMENTS)
<br />MIN. 48" TALL FENCE
<br />2" WASTE LINE
<br />2" SWIMMING POOL
<br />STATIC LINE
<br />8" SWIMMING POOL
<br />-- MD TRUNK LINE
<br />SUN SHELF 8" GUTTER TRUNK LINE 8" SWIMMING POOL
<br />AREA = 144 S.F. GUTTER TRUNK LINE
<br />AVG. DEPTH = 0.75 FEET REDUCES TO 6" PIPING -
<br />VOLUME = 808 GALLONS 6 TEE, TYP. AROUND POOL 4" RETURN TRUNK y
<br />TURNOVER = 36 MINUTES (RECIRC.)
<br />3" TEE, TYP. I O
<br />i�•., Ile I
<br />12" X 12" VGBA APPROVED
<br />RATE OVER APPROVED SUMP I m I
<br />AMPER PROOF SCREWS (0 46 6"
<br />SWIMMING POOL
<br />EQUIPMENT SET
<br />POOL CHEMICAL
<br />CONTAINERS W/
<br />LOCKABLE LIDS
<br />(BURIED)
<br />MIN. 36" WIDE
<br />ACCESS GATE
<br />` (SELF -CLOSING,
<br />SELF -LATCHING, &
<br />LOCKABLE)
<br />6" 3" 4" RECIRC. RETURN TRUNK
<br />LINE REDUCES TO 3" ,
<br />�/ ,PIPING AROUND POOL
<br />THROUGH GRATE - TYP. OF
<br />O TO
<br />INSTALL PER MANUF. INST.)
<br />I M.D.
<br />_ _
<br />STATIC
<br />FITTING
<br />3" 6"
<br />i
<br />I
<br />1.5" TO
<br />!
<br />!
<br />RECIRC. RETURNS d
<br />(TYPICAL)
<br />TO
<br />GUTTER OUTILE TS -ZZ
<br />L i (TYPICAL)
<br />ADJUSTABLE
<br />FLOOR RETURN INLET
<br />INSTALL SO AS NOT TO
<br />CONSTITUTE A HAZARD TO
<br />BATHERS, TYP. OF (12)
<br />(LOCATE SO AS NOT TO EXCEED
<br />20' BETWEEN ADJACENT INLETS AND
<br />25' FROM ADJACENT WALLS)
<br />EQUIPMENT ROOMZENCLOSURE NOTES:
<br />1. EQUIPMENT DESIGNATED BY THE MANUFACTURER FOR OUTDOOR USE MAY BE LOCATED IN AN
<br />EQUIPMENT AREA. ALL OTHER EQUIPMENT MUST BE LOCATED IN AN EQUIPMENT ROOM OR
<br />ENCLOSURE.
<br />2. AN EQUIPMENT AREA SHALL BE SURROUNDED BY WITH A FENCE AT LEAST 4 FEET HIGH ON ALL
<br />SIDES NOT CONFINED BY A BUILDING OR EQUIVALENT STRUCTURE. A SELF -CLOSING AND
<br />SELF -LATCHING GATE WITH A PERMANENT LOCKING DEVICE SHALL BE PROVIDED IF NECESSARY
<br />FOR ACCESS.
<br />3. AN EQUIPMENT ROOM SHALL BE PROTECTED ON AT LEAST THREE SIDES AND OVERHEAD. ANY
<br />FENCE OR GATE INSTALLED SHALL USE MEMBERS SPACING THAT SHALL NOT ALLOW PASSAGE OF
<br />A 4" DIAMETER SPHERE. THE FOURTH SIDE MAY BE A GATE, FENCE, OR OPEN IF OTHERW SE
<br />PROTECTED FROM UNAUTHORIZED ENTRANCE.
<br />4. AN EQUIPMENT ENCLOSURE SHALL BE LOCKABLE OR OTHERWISE PROTECTED FROM UNAUTHORIZED
<br />ACCESS.
<br />5. THE EQUIPMENT ROOM/ENCLOSURE FLOOR SHALL BE OF CONCRETE OR OTHER NONABSORBENT
<br />MATERIAL HAVING A SMOOTH, SLIP -RESISTANT FINISH AND SHALL HAVE POSITIVE DRAINAGE,
<br />INCLUDING A SUMP PUMP IF NECESSARY.
<br />6. ANCILLARY EQUIPMENT, SUCH AS A HEATER, NOT CONTAINED IN AN EQUIPMENT ENCLOSURE OR
<br />ROOM SHALL NECESSITATE AN EQUIPMENT AREA IN CONFORMANCE WITH THESE NOTES.
<br />7. EQUIPMENT ROOMS SHALL BE PROVIDED WITH FORCED DRAFT OR CROSS -VENTILATION.
<br />S. THE EQUIPMENT ROOM/AREA ACCESS SHALL BE A MINIMUM OF 3 FEET BY 6 FEET AND SHALL
<br />PROVIDE EASY ACCESS TO THE EQUIPMENT.
<br />9. THE SIZE OF THE EQUIPMENT ENCLOSURE, ROOM, OR AREA SHALL PROVIDE WORKING SPACE TO
<br />PERFORM ROUTINE OPERATIONS.
<br />10. THE EQUIPMENT ROOM SIZE AND LAYOUT PROVIDES CLEARANCES FOR ALL EQUIPMENT AS
<br />PRESCRIBED BY THE MANUFACTURER TO ALLOW NORMAL MAINTENANCE AND REMOVAL WITHOUT
<br />DISTURBING OTHER PIPING OR EQUIPMENT.
<br />11. IN ROOMS WITH FIXED CEILINGS, THE MINIMUM HEIGHT SHALL BE 7 FEET,
<br />12. LIGHTING SHALL PROVIDE A MINIMUM OF 30 FOOT CANDLES OF ILLUMINATION AT FLOOR LEVEL.
<br />13, THE POOL EQUIPMENT ENCLOSURE, ROOM, OR AREA SHALL NOT BE USED FOR STORAGE OF
<br />CHEMICALS EMITTING CORROSIVE FUMES OR FOR THE STORAGE OF OTHER ITEMS TO THE EXTENT
<br />THAT ENTRANCE TO THE ROOM FOR INSPECTION OR OPERATION OF THE EQUIPMENT IS IMPAIRED.
<br />14, A HOSE BIBB WITH VACUUM BREAKERS SHALL BE PROVIDED IN THE EQUIPMENT ROOM/AREA.
<br />MUNICIPAL SANITARY SEWER SYSTEM:
<br />POOL AND SPA WASTEWATER SHOULD NOT BE DISCHARGED INTO THE SANITARY
<br />SEWER SYSTEM WITHOUT THE PERMISSION OF THE WASTEWATER TREATMENT
<br />FACILITY.
<br />AVOID DISCHARGING TO THE SANITARY SEWER SYSTEM DURING
<br />OR IMMEDIATELY AFTER A SIGNIFICANT RAINFALL EVENT.
<br />NOTE:
<br />GAS HEATERS SHALL BE INSTALLED AT LEAST 10' AWAY FROM ANY AIR
<br />CONDITIONER AND 4' FROM ANY ELECTRICAL DEVICE.
<br />DO NOT INSTALL GAS HEATERS WITH THE TOP OF THE VENT ASSEMBLY WITHIN 4'
<br />(1.22 M) HORIZONTALLY, 4' (1.22 M) BELOW OR LESS THAN 1' (300mm) ABOVE OF
<br />ANY OPENING INTO BUILDING.
<br />LOCAL CODES AND INSTALLATION REQUIREMENTS MAY VARY, REFER TO ALL
<br />MANUFACTURER INSTRUCTIONS AND -AHJ REQUIREMENTS.
<br />�J
<br />yj
<br />DIRECTIONALLY
<br />ADJUSTABLE
<br />` RETURN INLET
<br />DO NOT EXCEED 20'
<br />MAX. SPACING
<br />LOCATE MIN. 12" BELOW
<br />WATER LINE, TYP. OF (11)
<br />!
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<br />i I
<br />3"
<br />6"
<br />-too
<br />r�H
<br />, I
<br />\ I 6„
<br />GUTTER DRAIN " J
<br />MAX. 10' SPACING 3
<br />(TYP. OF 31)
<br />SUN SHELF TURNOVER CALCULATION
<br />MINIMUM
<br />DESIGN
<br />MAX.
<br />DESIGN RECIRC.
<br />QUANTITY
<br />OF
<br />QUANTITY OF
<br />SECTION ID
<br />VOLUME
<br />TURNOVER
<br />RETURN
<br />RECIRC.
<br />FILTRATION
<br />TIME
<br />FLOW RATE
<br />RETURNS
<br />RETURNS
<br />REQUIRED
<br />PROVIDED
<br />SUN SHELF (9" DEEP)
<br />802 GAL.
<br />60 MINUTES
<br />11.3 GPM/RETURN
<br />2
<br />1 2
<br />NOTE:
<br />EQUIPMENT SET
<br />SHALL BE
<br />ILLUMINATED WITH
<br />30 FC MIN.
<br />ILLUMINATION AT
<br />FLOOR LEVEL.
<br />NOTE:
<br />HOSE BIBB W/VACUUM
<br />BREAKER PROVIDED IN
<br />EQUIPMENT SET
<br />NOTE:
<br />POOL CONTRACTOR SHALL
<br />COORDINATE POOL
<br />BACKWASH/WASTE
<br />CONNECTION WITH GC.
<br />WASTE SHALL FLOW TO
<br />SANITARY SEWER IN
<br />ACCORDANCE WITH ORANGE
<br />COUNTY REQUIREMENTS.
<br />AIR GAP
<br />3" t
<br />FROM
<br />POOL MAINTENANCE
<br />DRAIN LINE
<br />AIR GAP SHALL BE
<br />NOT LESS THAN
<br />2X FEED PIPE DIAMETER
<br />J DRAIN HUB
<br />(BY OTHERS -
<br />GRADE SEE PIPING PLAN FOR
<br />MINIMUM CAPACITY)
<br />MAINTENANCE DRAIN HUB DETAIL
<br />SCALE: N.T.S.
<br />PIPING ROUTING (SWIMMING POOL)
<br />SCALE:3/16" = 1'
<br />IN -GROUND
<br />COMMERCIAL SWIMMING
<br />POOL
<br />DESIGN DATA
<br />NUMBER OF LIVING UNITS
<br />252
<br />LODGING STATUS
<br />NON -TRANSIENT
<br />NOMINAL DIMENSIONS
<br />90'-0" X 61'-9"
<br />PERIMETER
<br />260 L.F.
<br />MINIMUM REQUIRED POOL AREA*
<br />728 S.F.
<br />DESIGN SURFACE ARREA (SWIMMING POOL)
<br />2,495 S.F.
<br />DEPTH
<br />0'-0" TO 5'-0" TO 3'-6"
<br />VO _U M E
<br />56,685 GALLONS
<br />DESIGN IRECIRC. FLOW RATE
<br />260 GPM
<br />DESIGN! TURNOVER TIME
<br />3.6 HOURS
<br />MINIMUM TOTAL FACILITY BATHING LOAD*
<br />36 BATHERS
<br />DESIGN BATHING LOAD (SWIMMING POOL)
<br />52 BATHERS
<br />*MINIMUM WATER SURFACE AREA AND BATHING LOAD CAPACITY SUFFICIENT TO
<br />SUPPORT 252 NON -TRANSIENT LIVING
<br />UNITS
<br />NOTE:
<br />TOTAL OBSTRUCTED PERIMETER = 26.5 L.F. (10.2%)
<br />MAXIMUM INDIVIDUAL OBSTRUCTION _ENGTH = 13.2 L.F. (5.1%)
<br />UP TO -WENTY PERCENT OF THE DECK ALONG THE POOL PERIMETER MAY BE OBSTRUCTED AS LONG AS ANY ONE
<br />OBSTRUCTION DOES NOT EXCEED 10 PERCENT OF THE POOL PERIMETER OR 20
<br />FEET (6096 MM), WHICHEVER IS LESS,
<br />IN ANY ONE AREA WHERE WATER DEPTH IS 5 FEET (1524 MM) OR LESS.
<br />OBSTRUCTIONS SHALL HAVE A MIN. 4'-0" WIDE WET DECK AREA BEHIND OR THROUGH THEM, WITH THE NEAR EDGE
<br />OF THE WALK WITHIN 15 FEE- (4572 MM) OF THE WATER.
<br />NOTE:
<br />THE POOL, POOL DECK, AND POOL EQUIPMENT, AS ILLUSTRATED ON THESE ENGINEERED PLANS, MEET THE
<br />REQUIREMENTS OF FBC-B 454.1 (2020) AND NEC (2017).
<br />H"DRAULIC DESIGN DATA
<br />PIPE
<br />TYPE
<br />QTY
<br />FLOW
<br />RATE
<br />CODE
<br />ALLOWABLE
<br />VELOCITY
<br />DESIGN
<br />VELOCITY
<br />6" MAIN DRAIN BRANCH
<br />GRAVITY
<br />2
<br />130.0 GPM
<br />3.0 FPS
<br />1.4 FPS
<br />8" MAIN DRAIN TRUNK
<br />GRAVITY
<br />1
<br />260.0 GPM
<br />3.0 FPS
<br />1.7 FPS
<br />2" GUTTER OUTLET
<br />GRAVITY
<br />31
<br />8.4 GPM
<br />3.0 FPS
<br />0.8 FPS
<br />6" GUTTER BRANCH
<br />GRAVITY
<br />2
<br />130.0 GPM
<br />3.0 FPS
<br />1.4 FPS
<br />8" GUTTER TRUNK
<br />GRAVITY
<br />1
<br />260.0 GPM
<br />3.0 FPS
<br />1.7 FPS
<br />4" TANK SUCTION
<br />SUCTION
<br />2
<br />130.0 GPM
<br />8.0 FPS
<br />3.3 FPS
<br />4" RETURN TRUNK
<br />PRESSURE
<br />1
<br />260.0 GPM
<br />10.0 FPS
<br />6.6 FPS
<br />3" RETURN BRANCH
<br />PRESSURE
<br />2
<br />130.0 GPM
<br />10.0 FPS
<br />5.6 FPS
<br />1.5 RETURN
<br />PRESSURE
<br />23
<br />11.3 GPM
<br />10.0 FPS
<br />1.8 FPS
<br />MAINTENANCE DRAIN REQUIREMENTS:
<br />BEFORE DRAINING YOUR POOL, ALLOW THE WATER TO STAND FOR AT LEAST 48
<br />HOURS AFTER THE LAST ADDITION OF CHLORINE OR UNTIL THE FREE CHLORINE
<br />RESIDUAL IS < 0.01 MG/L. (IF YOU NEED TO DRAIN YOUR POOL QUICKLY, YOU
<br />CAN PURCHASE CHLORINE -NEUTRALIZING CHEMICALS SUCH AS SODIUM
<br />THIOSULFATE AT YOUR LOCAL POOL SUPPLY COMPANY - CONFIRM EPA AND AHJ
<br />APPROVAL BEFORE ADDING ANY CHEMICALS.)
<br />TEST THE FREE CHLORINE RESIDUAL BEFORE DISCHARGING. A FREE CHLORINE
<br />RESIDUAL SHOULD NOT BE DETECTED. THE CHLORINE RESIDUAL CAN BE TESTED
<br />USING A STANDARD POOL TEST KIT.
<br />THE WATER SHOULD BE CLEAR AND FREE OF SOLIDS.
<br />THE PH MUST BE BETWEEN 6.5 AND 8.5 BEFORE IT IS DISCHARGED.
<br />ALGAECIDES CONTAINING COPPER OR SILVER CAN INTERRUPT NORMAL ALGAL AND
<br />PLANT GROWTH IN SURFACE WATER BODIES AND SHOULD BE USED WITH CAUTION.
<br />FOLLOW THE MANUFACTURER'S INSTRUCTIONS BEFORE DISCHARGING WATER THAT
<br />HAS HAD AN ALGAECIDE ADDED RECENTLY.
<br />David
<br />Faerman,
<br />POE
<br />Digitally signed
<br />by David
<br />Faerman, RE
<br />Date: 2023.01.13
<br />16:25:28-05'00'
<br />NOTE:
<br />FBC-P
<br />306.1 SUPPORT OF PIPING.
<br />BURIED PIPING SHALL BE SUPPORTED THROLGHOUT ITS ENTIRE LENGTH.
<br />306.2 TRENCHING AND BEDDING,
<br />WHERE TRENCHES ARE EXCAVATED SLCH THAT THE BOTTOM OF THE TRENCH FORMS THE BED FOR THE PIPE, SOLID AND CONTINUOUS
<br />LOAD -BEARING SUPPORT SHALL BE PROVIDED BETWEEN JOINTS. BELL HOLES, HUB HOLES AND COUPLING HOLES SHALL BE PROVIDED
<br />AT POINTS WHERE THE PIPE IS JOINED. SUCH PIPE SHALL NOT BE SUPPORTED ON BLOCKS TO GRADE. IN INSTANCES WHERE THE
<br />MATERIALS MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE MORE RESTRICTIVE THAN THOSE PRESCRIBED BY THE CODE, THE
<br />MATERIAL SHALL BE INSTALLED IN ACCORDANCE WITH THE MORE RESTRICTIVE REQUIREMENT.
<br />306.2.1 OVEREXCAVATI ON.
<br />WHERE TRENCHES ARE EXCAVATED BELOW T- E INSTALLATION LEVEL OF THE PIPE SUCH THAT THE BOTTOM OF THE TRENCH DOES NOT
<br />FORM THE BED FOR THE PIPE, THE TRENCH SHALL BE BACKFILLED TO THE INSTALLATION LEVEL OF THE BOTTOM OF THE PIPE WITH
<br />SAND OR FINE GRAVEL PLACED IN LAYERS NOT GREATER THAN 6 INCHES (152 MM) IN DEPTH AND SUCH BACKFILL SHALL BE
<br />COMPACTED AFTER EACH PLACEMENT.
<br />306.2.2 ROCK REMOVAL,
<br />WHERE ROCK IS ENCOUNTERED IN TRENCHING, THE ROCK SHALL BE REMOVED TO NOT LESS THAN 3 INCHES (76 MM) BELOW THE
<br />INSTALLATION LEVEL OF THE BOTTOM OF THE PIPE, AND THE TRENCH SHALL BE BACKFILLED TO THE INSTALLATION LEVEL OF THE
<br />BOTTOM OF THE PIPE WITH SAND TAMPED IN PLACE SO AS TO PROVIDE UNIFORM LOAD -BEARING SUPPORT FOR THE PIPE BETWEEN
<br />JOINTS. THE PIPE, INCLUDING THE JOINTS, SHALL NOT REST ON ROCK AT ANY POINT.
<br />306.2.3 SOFT LOAD -BEARING MATERIALS.
<br />IF SOFT MATERIALS OF POOR LOAD -BEARING QUALITY ARE FOUND AT THE BOTTOM OF THE TRENCH, STABILIZATION SHALL BE
<br />ACHIEVED BY OVEREXCAVATING NOT LESS THAN TWO PIPE DIAMETERS AND BACKFILLING TO THE INSTALLATION LEVEL OF THE BOTTOM
<br />OF THE PIPE WITH FINE GRAVEL, CRUSHED EITONE OR A CONCRETE FOUNDATION. THE CONCRETE FOUNDATION SHALL BE BEDDED WITH
<br />SAND TAMPED INTO PLACE SO AS TO PROVIDE UNIFORM LOAD -BEARING SUPPORT FOR THE PIPE BETWEEN JOINTS.
<br />306.3 BACKFILLING,
<br />BACKFILL SHALL BE FREE FROM DISCARDED CONSTRUCTION MATERIAL AND DEBRIS. LOOSE EARTH FREE FROM ROCKS, BROKEN
<br />CONCRETE AND FROZEN CHUNKS SHA I BE PLACED IN THE TRENCH IN 6-INCH (152 MM) LAYERS AND TAMPED IN PLACE UNTIL THE
<br />CROWN OF THE PIPE IS COVERED BY 12 INCHES (305 MM) OF TAMPED EARTH. THE BACKFILL UNDER AND BESIDE THE PIPE SHALL BE
<br />COMPACTED FOR PIPE SUPPORT. BACKFILL SHALL BE BROUGHT UP EVENLY ON BOTH SIDES OF THE PIPE SO THAT THE PIPE REMAINS
<br />ALIGNED. IN INSTANCES WHERE THE MANUFACTURER'S INSTRUCTIONS FOR MATERIALS ARE MORE RESTRICTIVE THAN THOSE PRESCRIBED
<br />BY THE CODE, THE MATERIAL SHALL BE INSTALLED IN ACCORDANCE WITH THE MORE RESTRICTIVE REQUIREMENT.
<br />306.4 TUNNELING,
<br />WHERE PIPE IS TO BE INSTALLED BY TUNNELING, JACKING OR A COMBINATION OF BOTH, THE PIPE SHALL BE PROTECTED FROM
<br />DAMAGE DURING INSTALLATION AND FROM SJBSEQUENT UNEVEN LOADING. WHERE EARTH TUNNELS ARE USED, ADEQUATE SUPPORTING
<br />STRUCTURES SHALL BE PROVIDED TO PREVENT FUTURE SETTLING OR CAVING.
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<br />* No.47646
<br />STATE OF :' L
<br />0 R 1• G\�
<br />%SS�ONA�-\��`��
<br />01 /13/2023
<br />DAVID I FAERMAN, P.E.
<br />FL. LICENSE NO. 47646
<br />
|