2312848 KINGSLEY 77 19TH ST, ATLANTIC FL 32233 (EFILE) DWG_1REVISION 2:
REVISION 1:
DESIGN DATE:
SCALE: NTSCONTRACTOR:PROJECT ADDRESS:DATE
DATE
RJ/IAThis item has been electronically signed and sealed by Craig E. Gunderson, P.E. on date below using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.DRAWN BY:CA CERT. #30782FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980FLEng.comOrders@FLEng.comTHESE PLANS WERE PREPARED AND SHALL COMPLY WITH THE
a. FLORIDA STATE:
-2020 FLORIDA BUILDING CODE 7th EDITION, RESIDENTIAL, CHAPTER NO. 45, SECTION: E4501
-2020 FLORIDA BUILDING CODE 7th EDITION, ENERGY CONSERVATION, CHAPTER NO. 4
-2020 FLORIDA STATUTES, CHAPTER NO. 515 RESIDENTIAL SWIMMING POOL SAFETY ACT
b. FEDERAL GOVERNMENT:
-2014 ANSI/ APSP/ ICC-3: AMERICAN NATIONAL STANDARD FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS SWIM SPAS R4501.6.1
-2011 ANSI/ APSP/ ICC-5: AMERICAN NATIONAL STANDARD FOR RESIDENTIAL INGROUND SWIMMING POOLS R4501.6.1
-2013 ANSI/ APSP-7: AMERICAN NATIONAL STANDARD FOR SUCTION ENTRAPMENT AVOIDANCE IN SWIMMING POOLS, WADING POOLS,
-2013 ANSI/ASHRAE-15: SAFETY STANDARDS FOR REFRIGERATION SYSTEMS.
SPAS, HOT TUBS AND CATCH BASINS R4501.6.1, R4501.6.3, R4501.6.6
-2012 ANSI/ APSP/ ICC 4-12 AMERICA NATIONAL STANDARD FOR ABOVE-GROUND/ ON-GROUND RESIDENTIAL SWIMMING POOLS R4501.6.1.
-2013-ANSI/ APSP/ ICC 6-13 AMERICA NATIONAL STANDARD FOR RESIDENTIAL PORTABLE SPAS AND SWIM SPAS
-2017 NATIONAL ELECTRICAL CODE (NEC)ARTICLE NO. 680
SECTION: R403.12 RESIDENTIAL POOL AND PERMANENT SPA
SECTION: R403.11 PORTABLE SPA (MANDATORY)
SECTION: R403.10 POOLS AND PERMANENT SPA ENERGY CONSUMPTION (MANDATORY)
AS WELL AS ANY ADDITIONAL REQUIREMENTS PER LOCAL MUNICIPALITY THAT MAY BE MORE STRINGENT
ACCORDANCE WITH THE FLORIDA BUILDING CODE, AND ALL CONSTRUCTION SHALL MEET ALL APPLICABLE CODES INCLUDING
PLUMBING, ELECTRICAL AND GAS.
ACCEPTABLE ARE STAIRS (10” MINIMUM TREAD WITH 240 SQUARE INCH MINIMUM AREA, 12” RISER WITH
INTERMEDIATE TREADS AND RISERS UNIFORM). LADDERS, UNDERWATER SEATS, AND SWIM-OUTS (MAXIMUM 20” BELLOW WATERLINE
1. TILE MINIMUM CONCRETE COVER FOR #3 REBAR IS TO BE 2".
OR
(1) 8 AWS BARE SOLID COPPER BONDING CONDUCTOR
(2) THE BONDING CONDUCTOR MUST FOLLOW THE CONTOUR OF THE PERIMETER SURFACE
(4) BONDING CONDUCTOR MUST BE 18 TO 24 INC. FROM THE INSIDE WALLS OF THE POOL
LIGHTS, LIGHT TRANSFORMERS, HANDRAIL AND LADDER DECK ANCHORS, WINDOW AND DORRR FRAMES WITHIN 5 FEET OR LESS OF THE
- ALL CONTROL ENCLOSURES (INCLUDING ACCESSORY ELECTRONIC EQUIPMENT WITH METAL ENCLOSURES), PUMP MOTORS, HEATERS,
(3) LISTED SPLICING DEVICES
-NEC 2017, 680, 26 (B) (2) (b) ALTERNATE MEANS EQUIPOTENT BONDING CONDUCTOR MUST FOLLOWING REQUIREMENTS:
(5) BONDING CONDUCTOR MUST BE WITHIN OR UNDER THE PERIMETER SURFACE 4 TO 6 IN.
FAMILY DWELLING IS REMOVED FROM THE 2020 FBC).
LIMITED TO 6 FEET PER SECOND (FPS) WHEN ONE OF A PAIR IS BLOCKED. IN NORMAL OPERATION THEN,
THE BRANCH SUCTION PIPING VELOCITY IS 3 FEET PER SECOND. ALL OTHER SUCTION PIPING VELOCITIES
- THE MAXIMUM SYSTEM FLOW RATE SHALL BE DETERMINED BY ONE OF THE FOLLOWING:
SYSTEM NOW RATE USING THE SHORTEST DISTANCE BETWEEN THE POOL AND THE PUMP. OMITTING THE CALCULATIONS FOR FIT
LINGS/ VALVES, AND USING THE BEST PERFORMANCE RATINGS FOR FILTERS AND HEATERS: OR
TDH CALCULATION FOR THE CIRCULATION SYSTEM OF EACH PUMP, OR A SIMPLIFIED TDH CALCULATION. DETERMINES THE MAXIMUM
THE MAXIMUM FLOW CAPACITY OF THE PUMP, WHICH SHALL BE LIMITED BY THE CRITERIA OF ANSI/ APSP-7-4.4 (NOTE ABOVE).
- ALL POOL PUMP MOTOR'(S) TO HAVE GFCI PROTECTION (NEC 680.22 (B), FBC SECTION 27), AND FRC 4101.16 (EXCEPTION FOR SINGLE
-FILTER BACKWASH VALVE (WHEN USED) MUST BE 2" (MIN.)
CONSTRUCTION CODE REQUIREMENTS
IMPORTANT NOTE:
GENERAL STRUCTURAL NOTES:
ELECTRICAL REQUIREMENTS:
VELOCITY AND FLOW RATE NOTES:
FILTERS
SPECIAL SPA REQUIREMENTS:
GENERAL POOL / SPA REQUIREMENTS:
C. D.E. = 2
A. CARTRIDGE = 0.375
B. SAND = 15
OR DIAMETER OF THE RETURN PIPE, WHICHEVER IS GREATER.
FILTER SIZE TO BE DETERMINED BASED ON CALCULATED FLOW RATE (GPM) DIVIDED BY
THE FOLLWING FILTER CAPACITY (PER APSP -15):
POOL CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO ALL ABOVE LISTED CODE REQUIREMENTS
THAN THE ABOVE LISTED CODES REQUIREMENTS.
- THE POOL CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL DETAIL DESIGN REQUIREMENTS FOR EACH INDIVIDUAL POOL IN
- SEE ANSI/ NSPI-5 FOR DIVING WATER ENVELOPS.
- SLIDERS SHALL ALSO MEET THE MANUFACTURER'S INSTALLATION REQUIREMENTS.
- LADDER OR STAIRS ARE TO BE PROVIDED. ENTRY/ EXIT REQUIRED AT THE SHALLOW END AND DEEP END IF OVER 5 FEET DEEP
- OUTDOOR SWIMMING POOLS ARE TO HAVE BARRIERS THAT COMPLY WITH THE FLORIDA BUILDING CODE.
- ALL WALL SURROUNDING INDOOR SWIMMING POOLS SHALL COMPLY WITH THE FLORIDA BUILDING CODE.
- FINAL ELECTRICAL, AND BARRIER CODE, INSPECTIONS SHALL BE COMPLETED PRIOR TO FILING THE POOL WITH WATER.
- MIN. TREAD 10” X 12” MAX. RISER.
-FLOOR SLOPE 1:12
-MAXIMUM WATER DEPTH 4', MAXIMUM SEAT DEPTH 28”.
2. CONTINUOUS #3 REBAR SPLICES SHALL BE 18" (40 BAR DIAMETERS) MINIMUM LAP,
STEEL TO BE BENT, LAPPED, AND PLACED IN CONFORMANCE WITH A.C.J. STANDARDS AND SPECS.
3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF NOT LESS THAN 3000 PSI AT 28 DAYS.
-WIRING AND BONDING AND ALL ELECTRICAL SHALL CONFORM TO NEC ARTICLE 680 (2017).
-NO OUTLET OR OVERHEAD POWER WITHIN 10', IF WITHIN 15' PROJECT WITH GFI.
-BRASS FITINGS TO J-BOX OR TRANSFORMER WHICHEVER IS FIRST WHICHEVER IS FIRST, EXCEPT WHERE PVC IS APPROVED.
-BONDING GRID PER NEC 2017 680, 26
BELOW THE SUBGRADE.
WATER'S EDGE ARE TO BE GROUNDED IN ACCORDANCE WITH ARTICLE 680 OF THE 2017 NEC.
MAXIMUM WATER VELOCITY IN BRANCH SUCTION PIPING (SHOWN IN FIGURE 1) SHALL BE
- WATER VELOCITY IN FIELD-FABRICATED PIPING IS BASED ON THE MAXIMUM SYSTEM FLOW RATE.
SHALL BE 8 FPS FOR RESIDENTIAL POOLS.
MANUFACTURER'S RECOMMENDATIONS.
MAINTENANCE AND SERVICING.
-CIRCULATION SYSTEMS, COMPONENTS AND EQUIPMENT SHALL COMPLY WITH NSF 50.
MINIMUM EACH.
A112.12.8M AND ANSI/APSP-7.
-THE MAXIMUM SYSTEM FLOW RATE "SEE TDH CALCULATIONS FOR NOTES".
-ACCESSIBILITY AND CLEARANCE, EQUIPMENT SHALL BE SO INSTALLED AS TO PROVIDE READY ACCESSIBILITY FOR CLEANING, OPERATING,
APART, EXCEPT THERAPY JETS AND SWIM JETS.
-PIPING SHALL BE SCHEDULE 40 PVC, NSF-PW, MAXIMUM PRESSURE VELOCITY 10 FT/S, AND SUCTION 8 FT/S.
USE.
OPENINGS IN THE LID, OR THROUGH A SEPARATE VENT PIPE, DESIGNED IN ACCORDANCE WITH ANSI-APSP-7 7.2, OR INCORPORATE AN
SUCTION OUTLET COVER/ GRATE WITH A HOW RATING EQUAL TO THE MAXIMUM SYSTEM SLOW DIVIDED BE THE NUMBER OF SKIMMERS
FITTING SHALL COMPLY WITH IAPMO SPS.
CLEANERS). IN ADDITION, THE VACUUM PIPING SHALL BE EQUIPPED WITH A VALVE TO REMAIN IN THE CLOSED POSITION WHEN NOT IS
HYDRAULICALLY DESIGNED TO THE MAXIMUM FLOW RATE OF THE POOL. SKIMMERS SHALL BE VENTED TO ATMOSPHERE THROUGH
WHEN PIPED THROUGH A COMMON SUCTION LINE, OR THE MAXIMUM FLOW RATING OF THE SKIMMER, WHICHEVER IS GREATER (SEE
6 INCHES (152 MM) AND NO GREATER THAN 18 INCHES (457 MM) BELOW THE WATER LEVEL AND THE SELF-CLOSING, SELF-LATCHING
GRATE SHALL BE AT LEAST EQUAL TO THE SYSTEMS MAXIMUM FLOW RATE.
FEEDING FROM THE COMMON LINE BETWEEN THE SUCTION OUTLETS, TO THE PUMPS(S) SHALL BE LOCATED APPROXIMATELY MIDWAY.
- THREE OR MORE LISTED SUCTION OUTLETS ARE PIPED IN PARALLEL TWO OF THE OUTLETS SHALL BE PIPED WITH THE TEE FEEDING
THE SUCTION LINE TO THE PUMP(S) LOCATED APPROXIMATELY MIDWAY BETWEEN THE TWO OUTLETS. THE ADDITIONAL OUTLET (S)
- A SINGLE LISTED CHANNEL OUTLET SHALL BE CONSIDERED ACCEPTABLE IF THE SIZE OF THE PERFORATED AREA IS 3" OR GREATER IN
WIDTH AND 31" OR GREATER IN LENGTH.
- SINGLE OUTLET SWIM-JET SYSTEMS CONSIST OF A COMBINATION FITTING THAT INCORPORATES A SUCTION OUTLET AND INLET IN A
SINGLE HOUSING THAT IS DESIGNED TO MOVE A LARGE VOLUME OF WATER AT HIGH VELOCITY IN A SINGLE DIRECTION. SUCH SYSTEMS
SHALL BE TESTED AND LISTED BY A NATIONALLY RECOGNIZED TESTING LABORATORY AS CONFORMING TO THE MOST RECENT EDITION
OF ASME/ ANSI 112.19.8 AND INCLUDE A PERMANENTLY MARKED FLOW RATING TESTED TO PREVENT HAIR ENTRAPMENT. THEY ARE NOT
GOVERNED BY THE VELOCITY LIMITATIONS OF ANSIFAPSP-7-4.4.
SUCTION TYPE - SKIMMER / VACUUM NOTES:
SUCTION TYPE - MAIN DRAIN / SUCTION OUTLET NOTES:
EQUIPMENT/PIPING REQUIREMENTS:
- EQUIPMENT FOUNDATIONS AND ENCLOSURES ALL POOL MOTORS AND EQUIPMENT SHALL BE INSTALLED IN COMPLIANCE WITH THE
- THE MAXIMUM TURNOVER RATE IS 12 HOURS.
- ALL FILTERS SHALL HAVE AN AIR RELEASE AND PRESSURE GAUGE.
- SURFACE SKIMMERS SHALL MEET NSF 50 AND THERE SHALL BE ONE FOR EVERY 800 SQUARE FEEL OR SURFACE AREA ANDA 25 GPM
- RETURN INLETS SHALL BE A MINIMUM OF ONE FOR EVERY 300 SQUARE FEET, RETURN VELOCITY 10FT/S, SPACING OF 10 FEET MINIMUM
- HYDROSTATIC RELIEF DEVICE, IN AREAS OF ANTICIPATED WATER TABLE AN APPROVED HYDROSTATIC REFIEF DEVICE SHALL BE INSTALLED.
VALVES SHALL BE APROVED BY THE FLORIDA BUILDING CODE.
- HEATER SHALL MEET ANSE-Z21.56 OR UL 1261 OU UL 559 AND ANSI/APSP.
- DISINFECTANT EQUIPMENT SHALL COMPLY WITH NSF-50 ANSI/NSPI-4-12 AND ANSI/NSPI-5 2011 BYPASS ON HEATERS.
- PRIMER AND GLUE ON EXPOSED ABOVE-GROUND ARE PIPING NOT REQUIRED TO BE COLORED.
- MAIN DRAINS ARE OPTIONS "SEE TDH CALCULATIONS" OF THIS SET FOR DETAILS AND SPECIFICATIONS.
- VACCUM CLEANER SUCTION FITTINGS SHALL BE PROTECTED BY A PERMANENTLY SELF-CLOSING FLAPPER VALVE MEETING ANSI/ASME
- ALL RETURN INLETS MUST BE DIRECTIONAL INLET FITTINGS.
- THE FOLLOWING SHALL BE LABELED AT THE CIRCULATION EQUIPMENT LOCATION:
PIPE
VALVES
PUMP(S) OFF SWITCH
- ENTRAPMENT PROTECTION FOR SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF ANSI/PPS-7-13
-HAIR AND LINT STRAINERS ARE TO BE USED WITH RECIRCULATION SYSTEMS.
-FILTER COMPONENTS SHALL HAVE SUFFICIENT CAPACITY TP PROVIDE A COMPLETE TURNOVER OF POOL WATER IM TWELVE (12) HOUR OR
LESS.
FROM THIS REQUIREMENT.
-FILTRATION PUMPS TO BE SIZED (BASED ON CALCULATED FLOW RATE IN GPM) TO TURNOVER POOL VOLUME IN SIX (6) HOUR MINIMUM OR
36 GPM (MIN.) WHICHEVER IS GREATER.
DEFAULT CIRCULATION MUST BE THE RESIDENTIAL FILTRATION (SLOWER) SPEED. THE SIMPLIFIED TOTAL DYNAMIC HEAD SHEET TO BE
CALCULATED AND PLUMBING SIZE DETERMINED BASED ON (HIGHER) SPEED. THE HIGHER SPEED OVERRIDE
IS NOT TO EXCEED ONE NORMAL DAY'S CYCLE OR 24 HOURS, WHICHEVER IS LESS I.E.: CONTROLLER RESETS PUMP TO
SLOWER SPEED AT THE START OF THE NEXT CIRCULATIONS CYCLE.
LINE SHOULD HAVE (4 X 2" DIA.) 8" OF STRAIGHT PIPE FOM SUCTION INLET TO THE FIRST PVC FITTING.
PUMPS:
ENTRAPMENT PROTECTION FOR SUCTION INLETS:
- WHERE REQUIRED MEET FBC 2020 GAS AND MECHANICAL CODES (OR CODES CURRENTLY ENFORCER WITH MUNICIPALITY)
- RECIRCULATION PUMPS LESS THAN ONE HORSEPOWER (1 HP) SHALL BE TWO OR MORE PUMPS WITH ADEQUATE CONTROLLER. THE
- PUMPS THAT ARE USED FOR CIRCULATION ONLY (WITHOUT FILTRATION). SPA THERAPY PUMPS OR WATER FEATURE PUMPS ARE "EXEMPT"
- POOL FILTRATION PUMPS SUCTION LINE (BEFORE PUMP) SHALL HAVE A STRAIGHT LENGHT OF PIPE (4 PIPE DIAMETERS MIN.) I.E.: 2" SUCTION
- MAIN DRAINS ARE NOT REQUIRED. WHEN MAIN DRAINS ARE NOT INCLUDED THE SKIMMER OR SURFACE OVERFLOW MUST BE
- WITH THE CENTER NO MORE THAN 18 INCHES (457 MM) BELOW THE MAXIMUM OPERATING LEVEL. IT SHALL BE PROTECTED BY A LISTED
- WALL VACUUM FITTING (S). WHEN USED, VACUUM CLEANER FITTING(S) SHALL BE LOCATED IN AN ACCESSIBLE POSITION(S) AT LEAST
- SPECIAL USE SUCTION FITTING FOR SWIMMING POOLS, SPAS AND HOT TUBS (FOR SUCTION SIDE AUTOMATIC SWIMMING POOL
- DUAL OUTLETS, I.E., TWO LISTED SUCTION OUTLETS, ARE PIPED TO A SINGLE, COMMON SUCTION LINE TO THE PUMPS(S). THE TEE
- DUAL OUTLETS SHALL BE SEPARATED BY A MINIMUM OF 3 FEET (914 MM) MEASURED FROM CENTER TO CENTER OF THE SUCTION PIPES
EQUALIZER LINE. (SEE FIGURE ON SHEET 04). SKIMMER EQUALIZER LINES, WHEN USED SHALL BE LOCATED ON THE WALL.
FIGURE ON SHEET 04).
- BETWEEN THE OUTLETS WITH NOW OUT OF THE BRANCH OF THE TEE. SEE FIGURES ON SHEET 04. THE FLOW RATING OF EACH COVER/
WALL, OR ONE (1) EACH ON TWO (2) SEPARATE VERTICAL WALLS. (SEE SHEET 04).
SHALL BE PERMITTED WHEN PIPED ACCORDING TO FIGURES ON SHEET 04.
(SEE FIGURES ON SHEET 04) OR LOCATED ON TWO (2) DIFFERENT PLANES, I.E. ONE (1) ON THE BOTTOM AND ONE (1) ON THE VERTICAL
PREMIER POOLS AND SPAS1905 PROMENADE WAYJACKSONVILLE FL 32207KINGSLEY 77 19TH ST, ATLANTIC FL 3223305/19/2023 PROJECT NO. 2312848 DRAWING INDEX
DETAILS
S/01
S/02
S/03
S/04
PLAN/ ELEVATIONS
GENERAL NOTES
SHEET NO.
DETAILS
SHEET :01
-MAXIMUM TEMPERATURE 104 DEGREES.
-INTERMITTENTLY THE SPA SHALL HAVE A ONE HOUR TURNOVER, IF CONTINUOUS A SIX HOUR TURN OVER.
REVISION 2:
REVISION 1:
DESIGN DATE:
SCALE: NTSCONTRACTOR:PROJECT ADDRESS:DATE
DATEThis item has been electronically signed and sealed by Craig E. Gunderson, P.E. on date below using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.DRAWN BY:CA CERT. #30782FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980FLEng.comOrders@FLEng.comWHERE A WALL OF DWELLING SERVES AS PART OF THE BARRIER, ONE
OF THE FOLLOWING SHALL APPLY:
1) ALL DOORS AND WINDOWS PROVIDING DIRECT ACESS FROM THE
HOME/ DWELLING TO THE POOL SHALL BE EQUIPPED W/ AN EXIT
ALARM COMPLYING W/ UL 2017.
2) ALL DOORS PROVIDING DIRECT ACCESS FROM THE HOME TO THE
POOL MUST BE EQUIPPED W/ A SELF-CLOSING, SELF-LATCHING DEVICE
W/ POSITIVE MECHANICAL LATHCING/ LOCKING INSTALLED A MIN. OF
54 INCHES ABOVE THE THRESHOLD, WHICH IS APPROVED BY THE AUTHORITY
HAVING JURIDICTION.
3) A SWIMMING POOL ALARM THAT COMPLIES TO ASTM STANDARD F2208.
OUTDOOR RESIDENTIAL SWIMMING POOLS SHALL BE PROVIDED WITH
A BARRIER COMPLYING WITH 2020 FBC R4501.17.1.1 THROUGH R4501.17.1.14.
FOR ALL WALKING SURFACES LOCATED MORE THAN 30"
ABOVE GRADE, GUARDS SHALL BE PROVIDED PER 2020 R312.
APPROVED SURFACE SKIMMERS ARE REQUIRED AND SHALL BE
INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S
INSTALLATION INSTRUCTIONS.
SKIMMERS SHALL BE INSTALLED ON THE BASIS OF ONE PER 800
SQUARE FEET (74 M2) OF SURFACE AREA OR FRACTION THEREOF,
AND SHALL BE DESIGNED FOR A FLOW RATE OF AT LEAST
25 GALLONS PER MINUTE (GPM) (1.6 L/S) PER SKIMMER.
ENTRAPMENT PROTECTION FOR SUCTION OUTLETS SHALL BE
INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF
ANSI/APSP/ICC-7 & 2020 FBC R4501.6.6.
THE NUMBERS OF RETURN INLETS SHALL BE BASED ON A
MINIMUM OF (1) RETURN INLET PER 300 SQ. FT. OF POOL
SURFACE AREA OR FRACTION THEREOF.
EQUIPOTENTIAL BONDING SHALL CONFORM TO
2017 NEC SECTION 680.26.
ENTRY/ EXIT REQUIRED AT THE SHALLOW END AND DEEP END IF OVER
5 FEET DEEP. ACCEPTABLE ARE STAIRS (10” MINIMUM TREAD WITH
240 SQUARE INCH MINIMUM AREA, 12” RISER (MAX.) WITH INTERMEDIATE
TREADS AND RISERS UNIFORM). LADDERS, UNDERWATER SEATS, AND
SWIM-OUTS (MAXIMUM 20” BELLOW WATERLINE).
ANY GLAZING WITHIN 5 FT. OF POOL SHALL BE SHALL
CONFORM TO FBC R308.4.5.
HYDROSTATIC RELIEF DEVICE, IN AREAS OF ANTICIPATED WATER
TABLE AN APPROVED HYDROSTATIC REFIEF DEVICE SHALL BE INSTALLED.
VALVES SHALL BE APROVED BY THE FLORIDA BUILDING CODE.
LOWEST POINT OF POOL,
CLOSEST TO STRUCTURE
A: THE POOL'S CLOSEST POINT TO THE STRUCTURE
LOWEST POINT
OF STRUCTURE
CLOSEST TO POOL B°A
ANGLE OF REPOSE
B: ANGLE OF REPOSE (NOT TO EXCEED 45 DEGREES)
FBC 1804.1 EXCAVATION NEAR FOUNDATIONS:
EXCAVATION FOR ANY PURPOSE SHALL NOT REDUCE VERTICAL OR LATERAL SUPPORT FOR ANY
FOUNDATION OR ADJACENT FOUNDATION WITHOUT FIRST UNDERPINNING OR PROTECTING THE
FOUNDATION AGAINST DETERMENTAL LATERAL OR VERTICAL MOVEMENT, OR BOTH.
05/19/2023
SHEET :0220" MAX.WATERLINE
18" TYP.REFER POOL
WALL DETAILS
SWIMOUT BENCH TYPICAL DETAIL
NOTE:
1) WHEN PROVIDED SHALL BE AT 20" MAX.
BELOW THE WATERLINE AS SHOWN, AND
SHALL BE VISUALLY SET APART FROM THE POOL.
2) MIN. UNOBSTRUCTED WAKLING SURFACE
OF 240 SQ. INCHES.
POOL PLAN
SCOPE OF WORK:
RESIDENTIAL SWIMMING POOL ENGINEERING
(POOL NOT DESIGNED FOR DIVING)
POOL IN FLOOD HARZARD AREAS (WHEN APPLICABLE, CONTRACTOR TO VERIFY):
A) 2020 FBC R322.1.6 PROTECTION OF MECHANICAL, PLUMBING AND ELECTRICAL SYSTEMS:
ELECTRICAL SYSTEMS, EQUIPMENT AND COMPONENTS; HEATING, VENTILATING, AIR
CONDITIONING; PLUMBING APPLIANCES AND PLUMBING FIXTURES; DUCT SYSTEMS;
AND OTHER SERVICE EQUIPMENTS SHALL BE LOCATED AT OR ABOVE THE ELEVATION
REQUIRED IN SECTION R322.2 OR R322.3.
EXCEPTION (2020 FBC 1612.4.2): EQUIPMENT FOR POOLS, SPAS AND WATER FEATURES SHALL
BE PERMITTED BELOW THE ELEVATION REQUIRED IN TABLE 7-1, PROVIDED IT IS ELEVATED
TO THE EXTENT PRACTICAL, IS ANCHORED TO PREVENT FLOATION AND RESIST FLOOD FORCES,
AND IS SUPPLIED BY BRANCH CIRCUITS THAT HAVE GROUND-FAULT CIRCUIT-INTERRUPTER PROTECTION.
B) 2020 FBC R322.2.1 ELEVATION REQUIREMENTS.
BUILDINGS AND STRUCTURES IN FLOOD HAZARD AREAS, INCLUDING FLOOD HARDARD
AREAS DESIGNATED AS COASTAL A ZONES, SHALL HAVE THE LOWEST FLOORS ELEVATED
TO OR ABOVE THE BASE FLOOD ELEVATION PLUS 1 FOOT (305 MM), OR THE DESIGN
FLOOD ELEVATION, WHICHEVER IS HIGHER.KINGSLEY 77 19TH ST, ATLANTIC FL 32233PROJECT NO. 2312848 PREMIER POOLS AND SPAS1905 PROMENADE WAYJACKSONVILLE FL 32207RJ/IA
4'
T T
T
R
UMB
T T
T
4' Firepit (By Others)
R R
HVAC
Existing Residence
Pool Equipment 32" Channel Drain16'-6"
8'-0"5'2'7'-6"30'7'12'10'3'3'
Swimout Spill way
R
3'-6" Deep5'-6" Deep Pool Light StepsReturn
Spa
Sun shelf w/(1)
Bubbler
Pool deck
Umbrella
36'
Cabana
(By Others)
POOL EQUIPMENT SCHEMATIC EXAMPLE
TP104
120V/10120V/10120V/10120V/10120V/10120V/10
NOTE: POOL AND SPA EQUIPMENT TO BE MOUNTED ON A SUBSTANTIAL BASE IN A MANNER
THAT ELIMINATES PIPE STRAIN, AND MAY NEED RATED STRAPPING IN ACCORDANCE
WITH LOCAL HURRICANE CODES.
(3) #10 THHN CU
IN 3/4" PVC
CONDUIT
(3) #10 THHN CU
IN 3/4" PVC
CONDUIT
LIGHT CORD
IN 1" PVC CONDUIT
100 OR 300 WATT
POOL LIGHT
JUNCTION BOX
100 WATT
TRANSFORMER
ELECTRICAL SUB PANEL OR
DISCONNECT
TIME CLOCK
SPA MAIN DRAIN
BLOWER
POOL MAIN DRAIN (OPTIONAL)
POOL SKIMMER
POOL VACUUM
AIR LINE TO SPA JETS
4 x PIPE
DIAMETER
FILTRATION
PUMP
HEAT PUMP/ HEATER
FILTER
SPA THERAPY JETS
SPA RETURN
POOL RETURN
CHLORINATOR
POOL SUCTION
REVISION 2:
REVISION 1:
DESIGN DATE:
SCALE: NTSCONTRACTOR:PROJECT ADDRESS:PREMIER POOLS AND SPAS1905 PROMENADE WAYJACKSONVILLE FL 32207KINGSLEY 77 19TH ST, ATLANTIC FL 3223305/19/2023
DATE
DATE
RJ/IAThis item has been electronically signed and sealed by Craig E. Gunderson, P.E. on date below using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.PROJECT NO. 2312848 DRAWN BY:CA CERT. #30782FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980FLEng.comOrders@FLEng.comSTEEPEST ALLOWABLE
SLOPE BEFORE BREAK
1
3
7
1
6" (R MAX.)
WATERLINE
2'-9" MIN.1 1 D E G . M A X .STEEPEST ALLOWABLE
SLOPE BEFORE BREAK
6' MIN.
POINT "D"
ALLOWABLE POOL FLOOR & WALL GEOMETRY28"WATERLINE
COMPACTED FILL
WIRE AND CLAMP
#8 GROUND
HANDRAIL - OPTIONAL
(WHERE APPLICABLE PER ANSI-5)
IN CONCRETE
RAILING ANCHOR SET
SET HANDRAIL IN BOTTOM TREAD
USING QUICK DRY CEMENT GROUT
STEP NOTE:
RISER = 12" MAX. (TYP.)
TREAD = 10" -12" TYP.
- THE LAST RISER MAY EXCEED 12 IN. IF
WATER DEPTH IS OVER 48 IN. AT THAT POINT.
- TREADS MINIMUM UNOBSTRUCTED
WALKING SURFACE = 240 SQ. INCHES.
NOTE: ALL JOINTS SHALL BE
CONTRACTELESS THAN
1/16" WIDE.
NOTE: THIS TYPE OF DECK FINISH (LAST ROW OF PAVERS)
TO BE USE ONLY IF NO ADDITIONAL LOADS WILL BE APPLIED
ON DECK (REEN, FENCE, ETC.)
COMPACTFILL,
12" MIN. OR THE
PAVERS ED
SOD
TROWEL CONCRETE (FRESH CONCRETE)
2% MIN./4% MAX
DECK SLOPE
PAVERS, POOL DECK PERIMETER
PAVERS
1-1/2" COMPACTED SAND BED IN ACCORDANCE W/
MANUFACTURER'S INSTALATION SPECIFICATIONS
3/8" EXPOSED AGGREGATE OR MARSITE FINISH
3000 PSI CONCRETE AT 28 DAYS6"6"
SEE POOL/ SPA REINFORCEMENT DETAILS
INTERLOCKING PAVERS, FOOTING AND TYP. DECK DETAIL
ANSI/ APSP- 5 SECTION 17.2 ROPE AND FLOAT:
- IN POOLS WHERE THE POINT OF FIRST SLOPE CHANGE (POINT D, FIGURE BELOW)
OCCURS IN WATER DEPTHS LESS THAN 4'-6", A ROPE AND FLOAT ASSEMBLY SHALL
BE INSTALLED ACROSS THE WIDTH OF THE POOL GENERALLY PARALLEL TO, AND
AT A MIN. OF 1 FT. AND A MAX. OF 2 FT. ON THE SHALLOW SIDE OF THE CHANGE
IN FLOOR SLOPE.
POOL FLOOR SLOPES NOTE (ANSI/ APSP/ ICC -5)
- THE SLOPE OF THE FLOOR FROM THE SHALLOW END WALL TOWARDS THE DEEP
AREA SHALL NOT EXCEED A 1:7 INCLINE TO THE POINT OF THE FIRST SLOPE CHANGE.
- CHANGES IN THE SLOPE BETWEEN SHALLOW AND DEEP AREAS SHALL BE AT A
MINIMUM WATER DEPTH OF 2 FT. 9 IN. AND BE AT LEAST 6 FT. FROM SHALLOW END,
EXCEPT AS SPECIFIFIED IN PARA. 6.3 ANSI/APSP/ICC-5 "SHALLOW END DETAILFOR
BEACH AND SLOPING ENTRIES".
- THE SLOPE OF THE FLOOR SHALL NOT EXCEED A 1:3 INCLINE FOR DEEPER AREA
AFTER 1:7 INCLINATION.
POOL LIGHT & EQUIPOTENT BONDING
100W OR 300W LIGHT 12V
UNDERWATER
MINIMUM DISTANCE FROM 4' FROM
WATER'S EDGE TO JUNCTION BOX,
TO BE PROVIDED BY SWIM SPA
CONTRACTOR AND INSTALLED BY
GENERAL CONTRACTOR
JUNCTION BOX
#8 COPPER BOND WIRE
CONTINUOUS AROUND
POOL
LIGHT NICHE
#8 COPPER BOND WIRE, BONDED TO EXTERNAL
LUG ON LIGHT NICHE, CONTINUOUS FROM NICHE
TO SWIM SPA EQUIPMENT
TRANSFORMER
TO EQUIPMENT
3/4" CONDUIT FROM JUNCTION BOX
TO PANEL, BY GENERAL CONTRACTOR
3/4" CONDUIT & WIRE FROM TRANSFORMER
TO PANEL, BY GENERAL CONTRACTOR
#8 GREEN COATED COPPER BOND
& 1" CONDUIT WIRE, BONDED
TO INTERNAL LUG ON LIGHT
NICHE, COATED WITH 3M
COMPOUND CONTINUOUS FROM
NICHE TO JUNCTION BOX 8"5'-0"
4'-0"1'-0"5' IS MINIMUM DISTANCE FROM
WATER'S EDGE TO TRANSFORMER,
TO BE PROVIDED AND INSTALLED
BY GENERAL CONTRACTOR
680-21 NEC (A) JUNCTION BOXES AND
ENCLOSURES FOR TRANSFORMERS OR GROUND-
FAULT CIRCUIT INTERRUPTERS.:
5. LOCATED NOT LESS THAN 4 IN. (102 MM),
MEASURED FROM THE INSIDE OF THE BOTTOM OF
THE BOX, ABOVE THE GROUND LEVEL, OR POOL
DECK, OR NOT LESS THAN 8 IN. (203 MM) ABOVE
THE MAXIMUM POOL WATER LEVEL, WHICHEVER
PROVIDES THE GREATER ELEVATION
1-#8 SOLID BARE COPPER BOND WIRE WITH APPROVED
CLAMPS 4" TO 6" BELOW SUB-GRADE BOND TO ALL EQUIPMENT
OF INGROUND POOLS & AND ALL PARTS LISTED IN NEC 680.26 (B).
CONNECTIONS TO BONDED PARTS SHALL BE MADE IN ACCORDANCE
WITH 2017 NEC SECTION 250.8.
1-#8 SOLID BARE COPPER BOND WIRE ATTACHED
TO THE POOL REINFORCING STEEL OR COPPER CONDUCTOR
GRID OF CONDUCTIVE POOL SHELL AT A MIN. OF FOUR (4) POINTS
UNIFORMLY SPACED AROUND THE PERIMETER OF THE POOL.
18" MIN. - 24" MAX.
ENTIRE
PERIMETER
WATER LINE
POOL SHELL
EQUIPOTENTIAL BONDING DETAIL (2017 NEC SEC 680.26 (B) 2(b))
4" 3000 PSI CONCRETE AT 28 DAYS
6X6-10/10 W.W.M. OR FIBERCRETE IN CONCRETE
1/4" W x 1/2" D TOOLED JOINT AROUND
PERIMETER OF DECKDECK SLOPE
2% MIN./4% MAX
6" NOMINAL WATERLINE TILE
3/8" EXPOSED AGGREGATE OR MARSITE FINISH
SEE POOL/ SPA REINFORCEMENT DETAILS
3000 PSI CONCRETE AT 28 DAYS
POOL/ SPA CONC. DECK (TYP.) DETAIL
TYP. POOL-SPA SECTION
SPA SEAT/ BENCH
SEE TYPICAL POOL DETAIL
POOL WATERLINE
4'-0" MAX. WATER DEPTH4'-6" MAX.COMPACTED SOIL (2000 PSF MIN.)
SPA DECK
POOL WALL DEPTH PER PLANDOUBLE LAYER OF #3 REBAR EACH WAY
(REFER REINF. SCHEDULE TABLE
FOR REBAR SPACING)
SPA WATERLINE
POOL
SPA
8"-12" TYP.
(10" MIN. FOR POOL DEPTH > 6FT.)
HANDHOLD SHALL BE PROVIDED AROUND THE
POOL EDGE IN ANY AREA WHERE THE WATER DEPTH
EXCEEDS 4 FT. AS PER ANSI/ APSP -5 SECTION 17.1
POOL DECK
18" MAX. RAISED
(WHERE APPLICABLE)
SPILLWAY BETWEEN POOL & SPA
(WHERE APPLICABLE)20" MAX.#3 REBAR @ 12" O.C. EA WAY,
18" MIN. SPLICE
03SHEET :
MAXIMUM AVERAGE
WALL DEPTH
5'-8"
6'-7"
6'-10"
7'-1"
7'-5"
#4 REBAR
(24"MIN. SPLICE)
18"
18"
16"
14"
12"
#3 REBAR
(18" MIN. SPLICE)
12"
10"
9"
8"
6"
REINFORCEMENT SPACING
(O.C. EACH WAY)
TABLE: REINFORCEMENT SCHEDULE
POOL STAIRS (TYP.) DETAIL
HANDHOLD SHALL BE PROVIDED AROUND THE
POOL EDGE IN ANY AREA WHERE THE WATER DEPTH
EXCEEDS 4 FT. AS PER ANSI/ APSP -5 SECTION 17.1
TYPICAL POOL/ SPA WALL AND FLOOR DETAIL
2" MINIMUM COVER
EXCEPTION: ROPE AND FLOATS INSTALLED
IF LESS THAN 4'-6" DEEPR 6"2'-9" EXCEPT FOR SLOPING ENTRIES 4'-0"
3000 PSI CONCRETE AT 28 DAYS
38" EXPOSED AGGREGATE OR MERSITE FINISH
WATERLINE6" NOMINAL WATERLINE TILE
SEE REINFORCEMENT SCHEDULE
6'-0" MIN.
TO SLOPE CHANGE
POOL DECK
(2) #3 CONT. REBAR @
TOP OF POOL BEAM
WATERLINE
NOTE:
POOL BEAM NOT DESIGNED FOR
ADDITIONAL LOADS.
REFER POOL/ SPA DETAIL
POOL DECK 10"1'-0"TYPICAL POOL BEAM DETAIL
REFER POOL/ SPA DETAIL
POOL/ SPA IN FLOOD HAZARD AREAS OTHER THAN
COASTAL HIGH HAZARDS ARAS AND COASTAL A ZONES:
1) PROVIDE 8" THICK (MIN.) POOL/ SPA WALL & FLOOR
UNLESS NOTED OTHERWISE.
2) REFER SHEET 02 FOR FLOOD HAZARDS AREA NOTES.
[ABOVE DETAIL VALID ONLY WHEN THE ELEVATION OF
THE ACCOMPANYING POOL/ SPA DECK OR GRADE
IS AT OR ABOVE (BFE + 1 FT) OR DFE WHICHEVER GREATER;
FOR OTHER CONDITIONS, CONTACTOR SHALL CONSULT
WITH THE ENGINEER]
6" THICK (MIN.) POOL/ SPA WALL & FLOOR FOR POOL
NOT IN THE FLOOD HAZARDS AREA UNLESS NOTED OTHERWISE.
SEE NOTES BELOW IF POOL/ SPA TO BE INSTALLED
ON FLOOD HAZARDS AREA. (CONTRACTOR TO VERIFY)
POOL/ SPA FLOOR & WALL THICKNESS NOTE:
SEE POOL/ SPA WALL & FLOOR
THICKNESS NOTE (THIS SHEET)
SEE SPA FLOOR THICKNESS
NOTE (THIS SHEET)
REVISION 2:
REVISION 1:
DESIGN DATE:
SCALE: NTSCONTRACTOR:PROJECT ADDRESS:PREMIER POOLS AND SPAS1905 PROMENADE WAYJACKSONVILLE FL 32207KINGSLEY 77 19TH ST, ATLANTIC FL 3223305/19/2023
DATE
DATE
RJ/IAThis item has been electronically signed and sealed by Craig E. Gunderson, P.E. on date below using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.PROJECT NO. 2312848 DRAWN BY:CA CERT. #30782FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980FLEng.comOrders@FLEng.comPUMP (TYP)
SUCTION OUTLET
(TYP)
PVC TEE SIZED TO
MATCH LARGER
PIPE
8 FEET PER
SECOND MAXIMUM (TYP)
3 FEET PER SECOND WITH
BOTH SUCTION OUTLETS
FLOWING (TYP)
PIPE VELOCITY
SKIMMER WITH EQUALIZER AND NO SUCTION OUTLET
(NO MAIN DRAIN)
LISTEN SUCTION OUTLET
REQUIRED (DRAIN POT
& GRATE)
VENT THROUGH LID
18"MAXSKIMMER WITH EQUALIZER
A SINGLE LISTED CHANNEL OUTLET SHALL BE
CONSIDERED ACCEPTABLE IF THE SIZE OF THE
PERFORATED AREA IS 3" OR GREATER IN WIDTH
AND 31" OR GREATER IN LENGTH.
CHANNEL OUTLET TO SINGLE PUMP
SINGLE UN-BLOCKABLE
CHANNEL OUTLET TO TWO PUMP
SINGLE UN-BLOCKABLE
DUAL OUTLETS ON
DIFFERENT PLANES
(ELEVATION OR PLAN
VIEW)
DUAL OUTLETS ON DIFFERENT PLANES
MINIMUM DISTANCE 3 FEET APART
(PIPE CENTERLINES)
SUCTION OUTLET
(TYP)
PARALLEL TO ONE PUMP
DUAL OUTLETS IN
THREE OR MORE OUTLETS IN PARALLEL TO SINGLE PUMP
MINIMUM DISTANCE 3 FEET BETWEEN OUTERMOST
OUTLETS (PIPE CENTERLINES)
IN PARALLEL ECCENTRICALLY TEPPED PIPING
THREE OR MORE OUTLETS
SUCTION OUTLET
(TYP)
MINIMUM DISTANCE 3 FEET APART
(PIPE CENTERLINES)
PARALLEL TO DUAL PUMPS IN PARALLEL
DUAL OUTLETS IN
THREE OR MORE OUTLETS IN PARALLEL TO SINGLE PUMP
MINIMUM DISTANCE 3 FEET BETWEEN OUTERMOST
OUTLETS (PIPE CENTERLINES)
IN PARALLEL SYMMETRIC PIPING
THREE OR MORE OUTLETS
MINIMUM DISTANCE 3 FEET APART
(PIPE CENTERLINES)
PARALLEL DUAL OUTLETS TO TWO PUMP
THREE OR MORE OUTLETS IN PARALLEL TO SINGLE PUMP
MINIMUM DISTANCE 3 FEET BETWEEN OUTERMOST
OUTLETS (PIPE CENTERLINES)
IN PARALLEL LOOPED PIPING
THREE OR MORE OUTLETS
SKIMMER WITHOUT SUCTION OUTLET (NO MAIN DRAIN)
PIPE SIZED TO MAXIMUM
FLOW RATE OF SKIMMER
OR SYSTEM. ADD SKIMMERS
FOR ADDITIONAL FLOW, AS
SKIMMER FLOW RATES
WILL VARY
VENT THROUGH LID
SKIMMER VENT THROUGH LID
LISTED SUCTION OUTLET
(GRATE & FRAME)
LISTED SUCTION SUMP
(MAIN DRAIN POT)
HYDROSTATIC
RELIEF VALVE
(WHEN NEEDED)
SUCTION LINE
COLLECTION TUBE
GUNITE OR SHOTCRETE
(CONCRETE)
PLASTER POOL SURFACE
TYPICAL SUCTION OUTLET MAIN DRAIN
- FRAME, GRATE & POT DETAIL
D MIN.DMIN.1.5 *DMIN.DD MIN.DMIN.1.5 *DMIN.D1.5 *DMIN.DMIN.DMIN.DDMIN.1.5 *DMIN.D
GENERAL NOTES:
(a) D= INSIDE DIAMETER OF PIPE
(b) ALL DIMENSIONS SHOWN ARE MINIMUMS
(c) A BROKEN LINE (- - -) INDICATES SUGGESTED STP CONFIGURATION
OPTION C
OPTION A OPTION B
OPTION D
MAIN DRAINS PLUMBING METHODS:
04SHEET :