1685 ATLANTIC BEACH DR POOL25-0020 Permit Form with Conditions11' 2"12' 2"14'28'17'29' 2"41' 2"11' 3"(3) 12" SHEAR DESCENT WATERFALLS
PREPLUMB IN RAISED BEAM
ECO SKIMMER
ADD RETURN LINE
UMBRELLA ANCHOR
NOT TO INTERFERE
WITH G4V FLOOR HEADS 6' 6"2'
6'BENCHSUNSHELF
W/ UMBRELLA
ANCHOR
4'-0"
deep
5'-6"
deep4'13'2'1'1'1'1'DIST TO MD = 29'DIST TO MD = 29'DIST TO MD = 29'
BARE #8 BOND WIRE ATTACHED
TO POOL STEEL
PLUMBING LINE FROM MAIN DRAIN
TO POOL EQUIPMENT
INSULATED #8 BOND WIRE IN CONDUIT
FROM LIGHT NICHES THROUGH DECK BOX
LIGHT GFCI PROTECTED
PLUMBING LINE
FROM SKIMMER
TO POOL EQUIPMENT
POOL EQUIPMENT
12" BEAM
12" BEAMTHICKEN BEAM TO 12" ON
TWO SIDES
8" BEAM8" BEAMGATE XXXXXXXXXXXX X X X X X X X X X X X X X X X X
XXXXXXXXXXScale: 1/8" = 1 ft
LEGEND
= CHANNEL DRAIN
= ECO SKIMMER W/ RETURN LINE
= NICHELESS LED
= UMBRELLA ANCHOR
= G4V CLEANING HEAD
= ADJUSTABLE G4 LOW FLOW
= ADJUSTABLE G4 HIGH FLOW
V
L
H
RESIDENCE NNBARRIERS:
FENCE & ALARMS
CONFORMS WITH
CHAPTER 515 OF THE
RESIDENTIAL SWIMMING
POOL SAFETY ACT
PERMIT PLANAN UNDERGROUND BONDING CONDUCTOR MADE OF A SINGLE
#8 AWG BARE SOLID COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4
INCHES TO 6 INCHES BELOW SUB GRADE, AND 18 INCHES
TO 24 INCHES FROM INSIDE THE WALL OF A SWIMMING POOL OR
SPA WILL BE USED
DATE DRAWN:
DRAWN BY:
05-12-2025
GARY CARLEE
#
REV#DATE:DESCRIPTION
::
POOL
Envelope:28' x 17'
Perimeter:90'
Area:476 ft²
Int Surface Area:921.27 ft²
Depth:4' to 4' 9" to 5' 6"
Volume:11,403 gallons
Coping Area:94 ft²
Coping Interior:90'
Steps/Benches:6
Step Linear Ft:54'
Concrete:38.1 yards³
Rebar:2755' 11"
Project Info
Project Name:STRONG - TAURUS
Client Name:Strong
Address:1685 Atlantic Beach Drive
City:Atlantic Beach
State/Province:FL
Zip/Postal Code:32233
Designer Name:Gary Carlee
Hardscapes
Total Area:902 ft²
FLORIDA BUILDING CODE 8TH EDITION
& 2020 NATIONAL ELECTRIC CODE (NFPA 70)
*NO OVERHEAD ELECTRICAL LINES IN POOL AREA
*NO UNDERGROUND UTILITES IN POOL AREA
*FINISH GRADE TO SLOPE AWAY FROM POOL
*VGB COMPLIANT DRIANS
*GROUNDED AND BONDED PER CODE
2'1'1'1'9"8"8"10"8"1'8"SUNSHELF 4'6"STEPS STEP DETAIL6'WATERLINE
INSULATED #8 BOND WIRE IN CONDUIT
FROM LIGHT NICHES THROUGH DECK BOX
LIGHT GFCI PROTECTED
PLUMBING LINE
FROM SKIMMER
TO POOL EQUIPMENT
CHECK
VALVE
3 WAY
2 WAYINTELICOR LT152"
3 WAY
2"
2 WAY 2"2-1/2"SKIMMERMAIN DRAINWATERFALLS6 PORT MODULEPENTAIR
INTELLIFLO
PENTAIRPENTAIR
MASTERTEMP2'1'1'1'9"8"8"10"8"1'8"SUNSHELF
4'6"STEPS
STEP DETAIL6'
WATERLINE
INSULATED #8 BOND WIRE IN CONDUIT
FROM LIGHT NICHES THROUGH DECK BOX
LIGHT GFCI PROTECTED
PLUMBING LINE
FROM SKIMMER
TO POOL EQUIPMENT
CHECK
VALVE
3 WAY
2 WAYINTELICOR LT152"
3 WAY
2"
2 WAY 2"2-1/2"SKIMMERMAIN DRAINWATERFALLS6 PORT MODULEPENTAIR
INTELLIFLO
PENTAIRPENTAIR
MASTERTEMP
Scale: 1/4" = 1 ft
IN-FLOOR
CIRCULATION/CLEANING
EQUIPMENT SET
11' 2"12' 2"14'28'17'
29' 2"41' 2"11' 3"(3) 12" SHEAR DESCENT WATERFALLSPREPLUMB IN RAISED BEAMECO SKIMMERADD RETURN LINEUMBRELLA ANCHORNOT TO INTERFEREWITH G4V FLOOR HEADS6' 6"2'6'BENCHSUNSHELFW/ UMBRELLAANCHOR4'-0"deep5'-6"deep4'13'2'1'1'1'1'POOL EQUIPMENT3'8'44' 3"12" BEAM12" BEAM THICKEN BEAM TO 12" ONTWO SIDES8" BEAM8" BEAM
PARKING/LOADING &UNLOADING AREAPORT-A-POTTIEScale: 1/10" = 1 ftBARRIERS:FENCE & ALARMSCONFORMS WITHCHAPTER 515 OF THERESIDENTIAL SWIMMINGPOOL SAFETY ACTSCALE: 1" = 10'
REVISION 2:REVISION 1:DESIGN DATE:SCALE: NTSCONTRACTOR:PROJECT ADDRESS:JA-RJDRAWN 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 THEa. FLORIDA STATE:b. FEDERAL GOVERNMENT:AS WELL AS ANY ADDITIONAL REQUIREMENTS PER LOCAL MUNICIPALITY THAT MAY BE MORE STRINGENTACCORDANCE WITH THE FLORIDA BUILDING CODE, AND ALL CONSTRUCTION SHALL MEET ALL APPLICABLE CODES INCLUDINGPLUMBING, ELECTRICAL AND GAS.ACCEPTABLE ARE STAIRS (10” MINIMUM TREAD WITH 240 SQUARE INCH MINIMUM AREA, 12” RISER WITHINTERMEDIATE TREADS AND RISERS UNIFORM). LADDERS, UNDERWATER SEATS, AND SWIM-OUTS (MAXIMUM 20” BELLOW WATERLINEPOOL CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO ALL ABOVE LISTED CODE REQUIREMENTSTHAN 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.MANUFACTURER'S RECOMMENDATIONS.MAINTENANCE AND SERVICING.-CIRCULATION SYSTEMS, COMPONENTS AND EQUIPMENT SHALL COMPLY WITH NSF 50.MINIMUM EACH.-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.- 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.- 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:PIPEVALVESPUMP(S) OFF SWITCH-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 ORLESS.FROM THIS REQUIREMENT.-FILTRATION PUMPS TO BE SIZED (BASED ON CALCULATED FLOW RATE IN GPM) TO TURNOVER POOL VOLUME IN SIX (6) HOUR MINIMUM OR36 GPM (MIN.) WHICHEVER IS GREATER.DEFAULT CIRCULATION MUST BE THE RESIDENTIAL FILTRATION (SLOWER) SPEED. THE SIMPLIFIED TOTAL DYNAMIC HEAD SHEET TO BECALCULATED AND PLUMBING SIZE DETERMINED BASED ON (HIGHER) SPEED. THE HIGHER SPEED OVERRIDEIS NOT TO EXCEED ONE NORMAL DAY'S CYCLE OR 24 HOURS, WHICHEVER IS LESS I.E.: CONTROLLER RESETS PUMP TOSLOWER 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.- 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" SUCTIONTAURUS POOLS2208 HUNTERWOOD CTJACKSONVILLE FL 32225STRONG1685 ATLANTIC BEACH DR, ATLANTIC BEACH FL 3223305/13/2025PROJECT NO. 25132105 DRAWING INDEXS/01S/02S/03PLAN/ ELEVATIONSGENERAL NOTESSHEET NO.DETAILSSHEET :01DATEDATE - 2023 FLORIDA BUILDING CODE 8th EDITION, ENERGY CONSERVATION, CHAPTER NO. 4 - 2023 FLORIDA STATUTES, CHAPTER NO. 515 RESIDENTIAL SWIMMING POOL SAFETY ACT SECTION: R403.12 RESIDENTIAL POOL AND PERMANENT SPA SECTION: R403.11 PORTABLE SPA (MANDATORY) SECTION: R403.10 POOLS AND PERMANENT SPA ENERGY CONSUMPTION (MANDATORY) - 2014 ANSI/ APSP/ ICC-3: AMERICAN NATIONAL STANDARD FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS SWIM SPAS R4501.6.1 - 2013 ANSI/ASHRAE-15: SAFETY STANDARDS FOR REFRIGERATION SYSTEMS. - 2012 ANSI/ APSP/ ICC 4-12 AMERICA NATIONAL STANDARD FOR ABOVE-GROUND/ ON-GROUND RESIDENTIAL SWIMMING POOLS R4501.6.1.SPAS, HOT TUBS AND CATCH BASINS R4501.6.1, R4501.6.3, R4501.6.6C. D.E. = 2A. CARTRIDGE = 0.375B. SAND = 15OR 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):- WATER VELOCITY IN FIELD-FABRICATED PIPING IS BASED ON THE MAXIMUM SYSTEM FLOW RATE. 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- ALL CONTROL ENCLOSURES (INCLUDING ACCESSORY ELECTRONIC EQUIPMENT WITH METAL ENCLOSURES), PUMP MOTORS, HEATERS,(3) LISTED SPLICING DEVICES(5) BONDING CONDUCTOR MUST BE WITHIN OR UNDER THE PERIMETER SURFACE 4 TO 6 IN.BELOW THE SUBGRADE.WATER'S EDGE ARE TO BE GROUNDED IN ACCORDANCE WITH ARTICLE 680 OF THE 2020 NEC.- ALL POOL PUMP MOTOR'(S) TO HAVE GFCI PROTECTION (NEC 680.22 (B), FBC SECTION 27), AND FRC 4101.16 1. THE MINIMUM CONCRETE COVER FOR #3 REBAR IS TO BE 2".3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF NOT LESS THAN 3000 PSI AT 28 DAYS U.N.O.- MIN. TREAD 10” X 12” MAX. RISER.- MAXIMUM WATER DEPTH 4', MAXIMUM SEAT DEPTH 28”.- FLOOR SLOPE 1:12- INTERMITTENTLY THE SPA SHALL HAVE A ONE HOUR TURNOVER, IF CONTINUOUS A SIX HOUR TURN OVER.- MAXIMUM TEMPERATURE 104 DEGREES.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.- 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.- NEC, 680, 26 (B) (2) (b) ALTERNATE MEANS EQUIPOTENT BONDING CONDUCTOR MUST FOLLOWING REQUIREMENTS:MAXIMUM WATER VELOCITY IN BRANCH SUCTION PIPING SHALL BE LIMITED TO 6 FEET PER SECOND (FPS) WHEN ONE OF A PAIR IS BLOCKED. IN NORMAL OPERATION THEN, THE BRANCH SUCTION PIPING VELOCITY 3 FEET PER SECOND. ALL OTHER SUCTION PIPING VELOCITIES SHALL BE 8 FPS FOR RESIDENTIAL POOLS.- 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 FITLINGS/ VALVES, AND USING THE BEST PERFORMANCE RATINGS FOR FILTERS AND HEATERS: ORTDH CALCULATION FOR THE CIRCULATION SYSTEM OF EACH PUMP, OR A SIMPLIFIED TDH CALCULATION. DETERMINES THE MAXIMUMCONSTRUCTION CODE REQUIREMENTSIMPORTANT NOTE:GENERAL POOL / SPA REQUIREMENTS:GENERAL STRUCTURAL NOTES:SPECIAL SPA REQUIREMENTS:ELECTRICAL REQUIREMENTS:VELOCITY AND FLOW RATE NOTES:FILTERSSUCTION TYPE - SKIMMER / VACUUM NOTES:PUMPS:EQUIPMENT/PIPING REQUIREMENTS:This item has been digitally signed and sealed by Richard E. Walker, P.E. on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. - 2020 NATIONAL ELECTRICAL CODE (NEC) ARTICLE NO. 680- FILTER BACKWASH VALVE (WHEN USED) MUST BE 2" (MIN.) - 2012 ANSI/ APSP/ ICC-5: AMERICAN NATIONAL STANDARD FOR RESIDENTIAL INGROUND SWIMMING POOLS R4501.6.1- DISINFECTANT EQUIPMENT SHALL COMPLY WITH NSF-50 ANSI/NSPI-4 AND ANSI/NSPI-5 BYPASS ON HEATERS. - 2023 FLORIDA BUILDING CODE 8th EDITION, RESIDENTIAL, CHAPTER NO. 45, SECTION: R4501HYDRAULICALLY DESIGNED TO THE MAXIMUM FLOW RATE OF THE POOL. SKIMMERS SHALL BE VENTED TO ATMOSPHERE THROUGH- WALL VACUUM FITTING (S). WHEN USED, VACUUM CLEANER FITTING(S) SHALL BE LOCATED IN AN ACCESSIBLE POSITION(S) AT LEAST6 INCHES (152 MM) AND NO GREATER THAN 12 INCHES (457 MM) BELOW THE WATER LEVEL AND THE SELF-CLOSING, SELF-LATCHINGGRATE 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 FEEDINGTHE 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 INWIDTH AND 31" OR GREATER IN LENGTH.- SINGLE OUTLET SWIM-JET SYSTEMS CONSIST OF A COMBINATION FITTING THAT INCORPORATES A SUCTION OUTLET AND INLET IN ASINGLE HOUSING THAT IS DESIGNED TO MOVE A LARGE VOLUME OF WATER AT HIGH VELOCITY IN A SINGLE DIRECTION. SUCH SYSTEMSSHALL BE TESTED AND LISTED BY A NATIONALLY RECOGNIZED TESTING LABORATORY AS CONFORMING TO THE MOST RECENT EDITIONOF ASME/ ANSI 112.19.8 AND INCLUDE A PERMANENTLY MARKED FLOW RATING TESTED TO PREVENT HAIR ENTRAPMENT. THEY ARE NOT- 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 PIPESGOVERNED BY THE VELOCITY LIMITATIONS OF ANSI/ APSP-7-4.4.SHALL BE PERMITTED WHEN PIPED ACCORDING TO ANSI/APSP-7.SUCTION TYPE - MAIN DRAIN / SUBMERGED SUCTION OUTLET NOTES:WALL, OR ONE (1) EACH ON TWO (2) SEPARATE VERTICAL WALLS.ENTRAPMENT PROTECTION FOR SUCTION OUTLETS: - 2020 ANSI/APSP/ICC-7: AMERICAN NATIONAL STANDARD FOR SUCTION ENTRAPMENT AVOIDANCE IN SWIMMING POOLS, WADING POOLS, - 2013 ANSI/ APSP/ ICC 6-13 AMERICA NATIONAL STANDARD FOR RESIDENTIAL PORTABLE SPAS AND SWIM SPASTHE MAXIMUM FLOW CAPACITY OF THE PUMP, WHICH SHALL BE LIMITED BY THE CRITERIA OF ANSI/APSP/ICC-7 SEC. 4.4.A112.12.8M AND ANSI/APSP/ICC-7- WHERE REQUIRED MEET 2023 FBC GAS AND MECHANICAL CODES (OR CODES CURRENTLY ENFORCER WITH MUNICIPALITY)- WHEN MAIN DRAINS ARE NOT INCLUDED, THE SKIMMER OR SURFACE OVERFLOW MUST BEFITTING SHALL COMPLY WITH IAPMO SPS-4.IN ADDITION, THE VACUUM PIPING SHALL BE EQUIPPED WITH A VALVE TO REMAIN IN THE CLOSED POSITION WHEN NOT IN USED.- ENTRAPMENT PROTECTION FOR SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF ANSI/APSP/ICC-7.- BONDING GRID PER NEC 680, 26- WIRING AND BONDING AND ALL ELECTRICAL SHALL CONFORM TO NEC ARTICLE 680.OPENINGS IN THE LID, OR THROUGH A SEPARATE VENT PIPE, DESIGNED IN ACCORDANCE WITH ANSI/PHTA/ICC -7 SECTION 4.5.SKIMMER EQUALIZER LINES SHALL NOT BE USED ON NEW CONSTRUCTION. EXISTING EQUALIZER(S) SOFAs SHALL COMPLY WITH ALL REQUIREMENTS OF ANSI/APSP/ICC-7, INCLUDING THE PROPER INSTALLATION OF A CERTIFIED SOFA.IF SKIMMER EQUALIZER LINES DO NOT COMPLY WITH THESE REQUIREMENTS, THEY SHALL BE CAPPED OFF OR REMOVED. LIGHTS, LIGHT TRANSFORMERS, HANDRAIL AND LADDER DECK ANCHORS, WINDOW AND DOOR FRAMES WITHIN 5 FEET OR LESS OF THESCOPE OF WORK:RESIDENTIAL SWIMMING POOL ENGINEERING(POOL NOT DESIGNED FOR DIVING)- BETWEEN THE OUTLETS WITH NOW OUT OF THE BRANCH OF THE TEE. THE FLOW RATING OF EACH COVER/OR LOCATED ON TWO (2) DIFFERENT PLANES, I.E. ONE (1) ON THE BOTTOM AND ONE (1) ON THE VERTICAL
REVISION 2:REVISION 1:DESIGN DATE:SCALE: NTSCONTRACTOR:PROJECT ADDRESS:TAURUS POOLS2208 HUNTERWOOD CTJACKSONVILLE FL 32225This item has been digitally signed and sealed by Richard E. Walker, P.E. on the date adjacent to the seal. 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.com05/13/2025SHEET :02DATEDATE1WHERE 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 THEHOME/ 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 DEVICEW/ POSITIVE MECHANICAL LATHCING/ LOCKING INSTALLED A MIN. OF 54 INCHES ABOVE THE THRESHOLD, WHICH IS APPROVED BY THE AUTHORITYHAVING JURIDICTION.3) A SWIMMING POOL ALARM THAT COMPLIES TO ASTM STANDARD F2208.ANY GLAZING WITHIN 5 FT. OF POOL SHALL BE SHALL CONFORM TO FBC R308.4.5. 6" (R MAX.)WATERLINESTEEPEST ALLOWABLESLOPE BEFORE BREAK17311 DEG. MAX.2'-9" MIN.6' MIN.POINT "D"STEEPEST ALLOWABLESLOPE BEFORE BREAKALLOWABLE POOL FLOOR & WALL GEOMETRYANSI/ 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.LOWEST POINT OF POOL,CLOSEST TO STRUCTURELOWEST POINTOF STRUCTURECLOSEST TO POOLA(CONTRACTOR TO VERIFY)DA: THE POOL'S CLOSEST POINT TO THE STRUCTUREB: ANGLE OF REPOSE (NOT TO EXCEED 45 DEGREES)B°"d"EXCAVATION FOR ANY PURPOSE SHALL NOT REDUCE VERTICAL OR LATERAL SUPPORT FOR ANYFOUNDATION OR ADJACENT FOUNDATION WITHOUT FIRST UNDERPINNING OR PROTECTING THE FOUNDATION AGAINST DETERMENTAL LATERAL OR VERTICAL MOVEMENT, OR BOTH.FBC 1804.1 EXCAVATION NEAR FOUNDATIONS (CONTRACTOR TO PROVIDE):"W.D."REFER SPECIAL STRUCTURAL NOTES (THIS SHEET) FOR THE ANGLE OF REPOSE CASE AT THE LOCATIONS AS LISTED BELOW:1) HORIZONTAL DISTANCE "A" IS LESSER THAN WATER DEPTH (W.D.) 2) HORIZONTAL DISTANCE "d" IS LESSER THE VERTICAL DEPTH "D".ANGLE OF REPOSE (A.O.R.) TYP. DETAILSCOPE OF WORK:RESIDENTIAL SWIMMING POOL ENGINEERING(POOL NOT DESIGNED FOR DIVING)STRONG1685 ATLANTIC BEACH DR, ATLANTIC BEACH FL 32233PROJECT NO. 25132105 JA-RJAPPROVED 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.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.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).BLOCKABLE DUAL OUTLETS (MAIN DRAINS) SHALL BE SEPARATEDBY A MINIMUM OF 3 FEET MEASURED FROM CENTER TO CENTER OF THE SUCTION OUTLET FITTING ASSEMBLY (SOFA) OR LOCATED ONTWO (2) DIFFERENT PLANES I.E., ONE (1) ON THE BOTTOM AND ONE (1) ON THE VERTICAL WALL, OR ONE (1) EACH ON TWO (2) SEPARATE VERTICALWALLS. SUCTION OUTLETS SHALL NOT BE INSTALLED IN SEATING AREAS.AN UNBLOCKABLE SOFA REQUIRES THAT THE SUCTION OUTLET FITTING ASSEMBLY (SOFA) BE CERTIFIED AS UNBLOCKABLE, AND BE DESIGNED BY THE MANUFACTURER AS UNBLOCKABLE, AND THE MANUFACTURER'SINSTRUCTIONS MUST STATE THE SOFA IS AUTHORIZED FOR USE AS AN UNBLOCKABLE IN ACCORDANCE WITH ANSI/ APSP/ ICC - 16 2017.ENTRAPMENT PROTECTION FOR SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ANSI/APSP/ICC-7 & FBC R4501.6.6. WATERLINESUN SHELFCOMPACTED FILLPOOLPER PLANTYPICAL SUN SHELF DETAILSCALE: NTSPER PLANREFER TYP. POOL DETAILS ON SHEET 03NOTE:TYP. WATER DEPTH AT SUNSHELF = 6" - 9"SEE STRUCTURAL NOTES ABOVE.SWIMOUT BENCH TYPICAL DETAIL18" TYP.20" MAX.WATERLINEREFER TYP. POOL WALL DETAILNOTE: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.► GENERAL SITE NOTES:POOL/ SPA STRUCTURAL AND SITE NOTE:(CONTRACTOR TO VERIFY, AND CONSULT ENGINEERS OTHERWISE)- BASED ON THE DIGITAL REPRESENTATION OF FEMA FLOOD MAPPING, THIS SITE APPEARS TO BE IN A FEMA FLOOD MAP ZONE "X".► GENERAL STRUCTURAL NOTES (ALSO SEE SPECIAL NOTE WHERE APPLICABLE):- WALL/ FLOOR CONCRETE, SHORT -CRETE, AND GUNITE SHALL BE 3,000 PSI MINIMUM.- REINFORCING STEEL SHALL BE ASTM A615 GRADE 60; MINIMUM CONCRETE COVER FOR REBAR SHALL BE 3" MEASURED FROM SOIL FACE, UNLESS OTHERWISE NOTED.- WALL AND FLOOR THICKNESS AND REINFORCING SHALL BE PROVIDED AS PER TABLE 1 BELOW.TABLE 1: TYPICAL WALL/ FLOOR THICKNESS & REINFORCEMENT SCHEDULE U.N.O.WALL/ FLOOR REINFORCEMENT SPACING (O.C. EACH WAY)MAX.WATER DEPTH5'-0"6'-0"WALL/ FLOOR THICKNESS6"8" #3 REBAR(18" MIN. SPLICE)12"8"#4 REBAR(24"MIN. SPLICE)18" 12" ◙ SPECIAL STRUCTURAL NOTES [ANGLE OF REPOSE NOTE (A.O.R.) - WHEN APPLICABLE]- AT THE LOCATION WHERE POOL IS WITHIN A.O.R. OF EXISTING STRUCTURAL FOUNDATION,PROVIDE 10" THICK MIN. POOL/ SPA WALL REINF. W/ #3 REBARS @ 6" EA. WAY;PROVIDE 3" TYP. REBAR COVER MEASURED FROM SOIL FACE OF THE WALL. SEE NOTES BELOW.A) BEARING PRESSURE AT THE BOTTOM OF THE EX. FOUNDATION SHALL NOT EXCEED 2000 PSF.B) CONTRACTOR SHALL PROVIDE REQUIRED SHORING FOR EXCAVATION TO PROTECT THE EX. FOUNDATION AGAINST THE DETRIMENTAL VERTICAL AND LATERAL MOVEMENT, OR BOTH. AS PER FBC 1804.1 C) CONTRACTOR/ HOUSE E.O.R. SHALL VERIFY THE CAPACITY OF EX. FOUNDATION TO BE ABLETO SUPPORT THE PROPOSED POOL WHEN APPLICABLE. ► DESIGN SOIL STATEMENT:THE STRUCTURAL FOUNDATION HAS BEEN DESIGNED WITH UNIFIED SOIL CLASSIFICATION SW, SP,SM,GM AND GC; AND THE MINIMUM BEARING CAPACITY OF 2000 PSF AND BASED ON THE 2023 FBC, 8TH EDITION - RESIDENTIAL TABLE R401.4.1 PRESUMPTIVE LOAD -BEARING VALUES OF FOUNDATION MATERIALS OTHER SOILS OR CONDITION WILL REQUIRE GEO-TECHNICAL EVALUATION AND ADDITIONAL ENGINEERING. PURSUANT TO THE 2023 FBC SECTION R401.4 WHERE THERE IS A REASONABLE INDICATION THAT EXPANSIVE, COMPRESSIBLE , SHIFTING OR OTHER QUESTIONABLE SOIL CHARACTERISTICS ARE PRESENT AND/OR WHERE SHALLOW FOUNDATION WILL BEAR ON COMPACTED FILL MATERIAL MORE THAN 12" IN DEPTH, THE BUILDING OFFICIAL MAY REQUIRE A GEOTECHNICAL INVESTIGATION REPORT TO CONFIRM SUITABILITY OF THE SOIL FOUNDATION.POOL PLANAN APPROVED HYDROSTATIC REFIEF DEVICE SHALL BE INSTALLEDAT THE LOCATION OF HIGH GROUNDWATER TABLE.FOR ALL WALKING SURFACES LOCATED MORE THAN 30" ABOVE GRADE, GUARDS SHALL BE PROVIDED PER FBC R312.EQUIPOTENTIAL BONDING SHALL CONFORM TO 2020 NEC SECTION 680.26.OUTDOOR RESIDENTIAL SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH FBC R4501.17.1.1 THROUGH R4501.17.1.14.RSDRAWING LEGENDS(ALL MAY NOT APPLY)INDICATESSYMBOLSMAIN DRAINRETURNSKIMMERLIGHTUUMBRELLA HOLEvCLEANING HEADvLG4 LOW FLOWG4 HIGH FLOWU4‐0" W.D.6'‐0"11'‐3"17'‐0"22'‐0"11'‐2"12'‐2"POOL DECKEXISTING RESIDENCEEXISTING RESIDENCEPOOLEQUIPMENTSLOPESUNSHELFSTEPSHHLLLLLVVVVVVVVVVV(3) 12"‐SHEER DESCENT1'‐0"5'‐6" W.D.SWIMOUT BENCH29'‐2" S1'‐0"12" RAISED WALL41'‐2" TYPICAL POOL BEAM DETAIL(2) #3 CONT. REBARS@ BEAM TOPPOOL DECKWATERLINE1'-0"[POOL BEAM NOT DESIGNEDFOR EXTERNAL SURCHARE LOADS.]REFER TYP. POOL WALL DETAILS10"-12"RAISED 12" MAX.(WHERE APPLICABLE)12" THICK POOL BEAMNOTE: 1. THIS POOL HAS BEEN DESIGNED WITH THE CONSIDERATION THAT THE POOL DECK WILL BE LEVEL WITH THE SURROUNDING GRADE.2. CONTRACTOR SHALL VERIFY THE DECK DIMENSIONS, ELEVATIONS, AND MAY REQUIRE TO PROVIDE A SPEPARATE SITE PLAN. RRR
REVISION 2:REVISION 1:DESIGN DATE:SCALE: NTSCONTRACTOR:PROJECT ADDRESS:TAURUS POOLS2208 HUNTERWOOD CTJACKSONVILLE FL 32225STRONG1685 ATLANTIC BEACH DR, ATLANTIC BEACH FL 3223305/13/2025JA-RJThis item has been digitally signed and sealed by Richard E. Walker, P.E. on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.PROJECT NO. 25132105 DRAWN BY:CA CERT. #30782FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980FLEng.comOrders@FLEng.com03SHEET :DATEDATENOTE: ALL JOINTS SHALL BECONTRACTELESS THAN1/16" WIDE.NOTE: THIS TYPE OF DECK FINISH (LAST ROW OF PAVERS)TO BE USE ONLY IF NO ADDITIONAL LOADS WILL BE APPLIEDON DECK (REEN, FENCE, ETC.)COMPACTFILL,12" MIN. OR THEPAVERS EDSODTROWEL CONCRETE (FRESH CONCRETE)2% MIN./4% MAXDECK SLOPEPAVERS, POOL DECK PERIMETERPAVERS1-1/2" COMPACTED SAND BED IN ACCORDANCE W/MANUFACTURER'S INSTALATION SPECIFICATIONS3/8" EXPOSED AGGREGATE OR MARSITE FINISH3000 PSI CONCRETE AT 28 DAYS6"6"REFER POOL/ SPA DETAILS4" 3000 PSI CONCRETE AT 28 DAYS6X6-10/10 W.W.M. OR FIBERCRETE IN CONCRETE1/4" W x 1/2" D TOOLED JOINT AROUNDPERIMETER OF DECKDECK SLOPE2% MIN./4% MAX6" NOMINAL WATERLINE TILE3/8" EXPOSED AGGREGATE OR MARSITE FINISH3000 PSI CONCRETE AT 28 DAYSREFER POOL/ SPA DETAILSDECK OPTIONSINTERLOCKING PAVERS, FOOTING AND TYP. DECK DETAILPOOL/ SPA CONC. DECK (TYP.) DETAIL28"WATERLINEWIRE AND CLAMP#8 GROUNDHANDRAIL - OPTIONAL(WHERE APPLICABLE PER ANSI-5)IN CONCRETERAILING ANCHOR SETSTEP 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.COMPACTED FILLSET HANDRAIL IN BOTTOM TREADUSING QUICK DRY CEMENT GROUTREFER POOL/ SPA DETAIL POOL STAIRS (TYP.) DETAIL18" MIN. - 24" MAX.ENTIRE PERIMETERWATER LINEPOOL SHELL1-#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.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 ACCORDANCEWITH NEC SECTION 250.8.HANDHOLD SHALL BE PROVIDED AROUND THEPOOL EDGE IN ANY AREA WHERE THE WATER DEPTHEXCEEDS 4 FT. AS PER ANSI/ APSP -5 SECTION 17.12" MINIMUM COVEREXCEPTION: ROPE AND FLOATS INSTALLEDIF LESS THAN 4'-6" DEEPR 6"2'-9" EXCEPT FOR SLOPING ENTRIES 4'-0"3000 PSI CONCRETE AT 28 DAYS38" EXPOSED AGGREGATE OR MERSITE FINISH6'-0" MIN.TO SLOPE CHANGEPOOL DECKWATERLINE6" NOMINAL WATERLINE TILETYPICAL POOL/ SPA WALL AND FLOOR DETAILEQUIPOTENTIAL BONDING DETAIL (2020 NEC SEC 680.26 (B) 2(b))DECKDRAINSFIXED METAL<= 5 FTWATERHEATER (6)WATERCIRCULATINGEQUIPMENTFORMINGSHELLSJUNCTIONBOXES (6)- STRUCTURAL REINFORCING STEEL RODS THAT ARE BONDED TOGETHER- SOLID COPPER CONDUCTOR NO. 8 OR LARGERAS PER NEC 680.26 (B) (1) EQUIPOTENTIAL BONDING: POURED CONCRETE. PHEUMATICALLY APPLIED OR SPRAYEDCONCRETE AND CONCRETE BLOCK WITH PAINTED OR PLASTERED COATINGS SHALL ALL BE CONSIDERED CONDUCTIVEMATERIALS DUE TO WATER PERMEABILITY AND POROSITY.POOL & DECKRIENFORCINGSTEELFENCE METAL,DOOR FRAMES,ECT < 5 FTNOTE: REFER GENERAL NOTES#40 FOR POOL BONDINGEQUIPOTENTIAL BONDING DETAILCOMMON BONDING GRID PERMITTED TO BE:100W OR 300W LIGHT 12VUNDERWATERMINIMUM DISTANCE FROM 4' FROMWATER'S EDGE TO JUNCTION BOX,TO BE PROVIDED BY SWIM SPACONTRACTOR AND INSTALLED BY GENERAL CONTRACTORJUNCTION BOX#8 COPPER BOND WIRECONTINUOUS AROUNDPOOLLIGHT NICHE#8 COPPER BOND WIRE, BONDED TO EXTERNALLUG ON LIGHT NICHE, CONTINUOUS FROM NICHETO SWIM SPA EQUIPMENTTRANSFORMERTO EQUIPMENT3/4" CONDUIT FROM JUNCTION BOXTO PANEL, BY GENERAL CONTRACTOR3/4" CONDUIT & WIRE FROM TRANSFORMERTO PANEL, BY GENERAL CONTRACTOR#8 GREEN COATED COPPER BOND& 1" CONDUIT WIRE, BONDEDTO INTERNAL LUG ON LIGHTNICHE, COATED WITH 3MCOMPOUND CONTINUOUS FROMNICHE TO JUNCTION BOX5' IS MINIMUM DISTANCE FROMWATER'S EDGE TO TRANSFORMER,TO BE PROVIDED AND INSTALLEDBY GENERAL CONTRACTOR4'-0"5'-0"1-6"8" MIN. JUCTION BOX OR LOW VOLTAGETRANSFORMER TO THE MAX. WATER LEVEL OF THE POOL OR 4" MIN. ABOVE GROUND LEVEL OR POOL DECK8"POOL LIGHT JUNCTION BOXYARD BYEQUIPMENT12 VAC FROMPOWER SUPPLYSIZE AS DETERMINED BYLICENSED ELECTRICIANPOOL PATIO8" MIN.4" MIN.WATERLINEUNDERWATER LIGHTPOOL FINISHSCH. 40 PVC SLEEVE1" PVC CONDUITNOTE:1. MIN. DISTANCE FROM WATER'S EDGE TO TRANSFORMER = 5'-0".2. MIN. DISTANCE FROM WATER'S EDGE TO JUNCTION BOX = 4'-0"NICHLESS UNDERWATER LIGHT DETAILPOOL (NICHE) LIGHT & EQUIPOTENT BONDINGSEE POOL/ SPA STRUCTUAL AND SITE NOTE (SHEET 02)6"TILE SKIMMER THROAT2'-0"POOL DECKTO FILTER PUMP12" MIN.CAPSKIMMER DETAIL (N.T.S.)SKIMMER UNIT(NSF APPROVED - U3 SWIMQUIP. OR EQ.)SKIMMER LIDAPPROVED VALVE ASSEMBLY ANDSELF RELEASING SPRING LOADEDCHECK VALVE- WHEN MAIN DRAINS ARE NOT INCLUDED, THE SKIMMER OR SURFACE OVERFLOW MUST BE HYDRAULICALLY DESIGNED TO THE MAXIMUM FLOW RATE OF THE POOL. SKIMMERS SHALL BE VENTED TO ATMOSPHERE THROUGH OPENINGS IN THE LID, OR THROUGH A SEPARATE VENT PIPE, DESIGNED IN ACCORDANCE WITH ANSI/PHTA/ICC -7 SECTION 4.5. SKIMMER EQUALIZER LINES SHALL NOT BE USED ON NEW CONSTRUCTION. EXISTING EQUALIZER(S) SOFAs SHALL COMPLY WITH ALLREQUIREMENTS OF ANSI/APSP/ICC-7, INCLUDING THE PROPER INSTALLATION OF A CERTIFIED SOFA. IF SKIMMER EQUALIZER LINES DO NOT COMPLY WITH THESE REQUIREMENTS, THEY SHALL BE CAPPED OFF OR REMOVED. D MIN.DMIN.1.5 *DMIN.DD MIN.DMIN.1.5 *DMIN.D1.5 *DMIN.DMIN.DMIN.DDMIN.1.5 *DMIN.DOPTION COPTION A OPTION BOPTION DLISTED SUCTION OUTLET(GRATE & FRAME)INTERIOR POOL FINISHGUNITE OR SHOTCRETE(CONCRETE)LISTED SUCTION SUMP(MAIN DRAIN POT)MAIN DRAIN LINE TO COLLECTOR TANKHYDROSTATIC RELIEF VALVE (WHEN NEEDED)GENERAL NOTES:(a) D= INSIDE DIAMETER OF PIPE(b) ALL DIMENSIONS SHOWN ARE MINIMUMS(c) A BROKEN LINE (- - -) INDICATES SUGGESTED STP CONFIGURATIONTYPICAL SUCTION OUTLET MAIN DRAIN- FRAME, GRATE & POT DETAILAN APPROVED HYDROSTATIC REFIEF DEVICE SHALL BE INSTALLED AT THE LOCATION OF HIGH GROUNDWATER LEVEL.
POOL - SPA PERMIT APPLICATION CHECKLIST
City of Atlantic Beach Building Department
800 Seminole Rd, Atlantic Beach, FL 32233
Phone: (904) 247-5826 Email: Building-Dept@coab.us Website: http://coab.us
* Click here for Permit Submittal Instructions
REQUIRED PERMIT APPLICATIONS
□Building Permit Application (also required for Above Ground and/or Pool Resurfacing)
□Construction Site Management Checklist
□Impervious Surface Calculation Formula
□Tree Removal Permit Application or Tree & Vegetation Affidavit
MINIMUM PLAN SUBMITTAL REQUIREMENTS
□Job value must be listed on permit application
□One (1) digital Survey of the existing property (also required if resurfacing pool with change to tile and/or coping)
□One (1) digital Site Plan showing the location of work and setback dimensions to all property lines
□One (1) digital Topo Survey of the existing property
□One (1) digital set of Plans (signed and sealed by a Florida Licensed Architect/Engineer)
□One (1) digital set of Plans showing compliance with R4501.17.1 Residential Swimming Pool Barrier Requirements
(required if pool fence)
□Pool plumbing requirements ANSI 7 and ANSI 15
□Storm Water Retention Plan (if adding more than 400 square feet)
PERMIT REVIEW STOPS (Your application will be reviewed by the following departments)
□Building Department
□Planning and Zoning
□Public Utilities
□Public Works
OTHER REQUIREMENTS AND INFORMATION (where applicable)
□Electrical Permit Application
□Mechanical Permit Application (to include Gas)
□Contractor Registration Requirements (if the Contractor is not registered with the City of AB)
□Owner/Builder Affidavit (if Owner/Builder AND Homestead Exempt)
□Notice of Commencement (if job value over $2,500 required before 1st inspection)
N/A
WHAT TO EXPECT
□You will be contacted if you are missing any documents (approximately 10 days after submission)
□Resubmission of documents can be made by emailing Building-Dept@coab.us
□Resubmission of documents shall include a Revision Request/Correction to Comments Sheet
□Permits will be issued approx. 7-10 business days after all correct documents have been received and approved
□Permit will not be issued until all departments have approved it and payment has been made
□Schedule your inspections by calling 904-247-5814 before 4:00 p.m. for a next day inspection
Please note that this checklist is not intended to be all-inclusive
Due to changes in codes, regulations, and ordinances, other requirements may apply.
CONSTRUCTION SITE MANAGEMENT CHECKLIST
City of Atlantic Beach Building Department
800 Seminole Rd, Atlantic Beach, FL 32233
Phone: (904) 247-5826 Email: Building-Dept@coab.us Website: http://coab.us
A construction site management plan conforming to the City of Atlantic Beach Code of
Ordinances Sec. 6-18 must be included with every permit. An approved Construction
Site Management Plan must be posted on the job site and available for review.
The Construction Site Management Plan must include the following information:
1. Parking plan showing how the site will be accessed and all onsite and abutting
street parking areas.
2. Location of construction trailers, loading/unloading area, and material storage
area.
3. Location of chemical toilet area: Chemical toilets must be kept out of the City
right-of-way and not further than 15 feet from structure and the door shall face
the structure that is under construction.
4. Dumpsters are to have tarp covers or rigid covers on windy days. Dumpsters
must be removed prior to issuance of Certificate of Occupancy or Certificate of
Completion.
5. Traffic control plan showing access with dimensions, area to be stabilized,
narrative on phasing of construction with adequate parking and delivery of
materials.
6. Site cleanliness: Contractor must have the entire construction site cleaned by
Friday of each week. This means removal of scrap lumber, concrete remnants,
and other such construction debris including cans, metal, plastic, and paper.
7. Erosion and Sediment Control: Contractor must maintain all elements of the
approved Erosion & Sediment Control Plan (silt fence, catch basin filters, etc.)
until sod or other stabilization has been placed and approved by Public Works.
8. Other activities, where special conditions are identified by the Building Official.
Failure to comply with the Construction Site Management Ordinance may
result in a Stop Work Order being issued in accordance with City of Atlantic
Beach Code of Ordinances Sec. 6-17 (b)(3).
Revised 03.30.2023
OWNER:ADDRESS:CITY:STATE:ZIP:
STRONG CHRISTOPHER D 1781 ATLANTIC BEACH DR ATLANTIC BEACH FL 32233
COMPANY:ADDRESS:CITY:STATE:ZIP:
ORTWELL CONSULTING
dba TAURUS POOLS 1701 THE GREEN WAY JACKSONVILLE
BEACH FL 32250
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
169505 1370 ATLANTIC BEACH
COUNTRY CLUB UNIT 02
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
1685 ATLANTIC BEACH DR SWIMMING POOL SWIMMING
POOL RESIDENTIAL SWIMMING POOL $90000.00
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
1 PUBLIC WORKS POOL WELLPOINT INFORMATIONAL
Notes:
Pool Wellpoint (if used) must discharge into vegetated area 10 foot minimum from street or drainage feature (swale, structure, or lagoon). The well
point hose must include a silt sock at the discharge end.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property
that may be found in the public records of this county, and there may be additional permits required from other
governmental entities such as water management districts, state agencies, or federal agencies.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT
IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
1 of 2Issued Date: 6/30/2025
PERMIT NUMBER
POOL25-0020
ISSUED: 6/30/2025
EXPIRES: 12/27/2025
SWIMMING POOL PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00
BUILDING PERMIT 455-0000-322-1000 0 $440.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $220.00
PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $10.65
STATE DCA SURCHARGE 455-0000-208-0600 0 $7.10
ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00
TOTAL: $927.75
2 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL
Notes:
Full right-of-way restoration, including sod, is required. Full site to be grassed.
2 of 2Issued Date: 6/30/2025
PERMIT NUMBER
POOL25-0020
ISSUED: 6/30/2025
EXPIRES: 12/27/2025
SWIMMING POOL PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
Final Plumbing
Final Electrical
Final HVAC
CC Final
Final Building*
Swimming Pool Steel
Swimming Pool Safety
Electrical Grounding & Bonding
Swimming Pool Final (Bldg)
Swimming Pool Final (PW)
Formed Columns/ Beams*
Masonry Cell Fill
Structural Steel*
OTHER:
OTHER:
OTHER:
OTHER:
OTHER:
Power Pole
Silt Fence
Piers/ Stem Walls
Underground Plumbing
Underground Electric
Foundation/ Footing
Slab**
Retaining Wall Footing
Driveway
Sewer (Building Dept)
Sewer Tap (Utilities Dept)
Rough Electric*
Rough Plumbing/ Top Out*
Rough Mechanical*
House Wrap
Wall Sheathing
Roof Sheathing
Tie-down Framing Connections
Rough Framing
Roofing In Progress
Window/Door In-Progress
Insulation Ceiling
Insulation Wall
Exterior Lath
Stucco Scratch Coat
Exterior Siding In-Progress
Brick Flashing & Ties
Early Power
Gas Rough
Gas Final*
* When all rough electric, plumbing, mechanical are complete but before any work is
covered up.
* When all gas piping is complete and wallboard is installed but before gas is
attached to any appliance. All outlets must be capped and pipe pressurized at a
minimum of 15 lbs.
* For new living space: When all construction work including electrical, plumbing,
mechanical, exterior finish, grading, required paving and landscaping is complete
and the building is ready for occupancy, but before being occupied
Additional inspections may apply to your project if your project
contains these elements:
INSPECTIONS REQUIRED FOR BUILDING PERMITS
To verify compliance with building codes, inspections of the work authorized are required at various points of the construction.
The following inspections are typically required for residential projects:
Date: Initial: Date: Initial:
_____________________________________________________
Permit Type
____________________________________________________
Permit No.
__________________________________________________________
Job Address
____________________________________________________
Contractor
POST THIS CARD WITH PERMITS AND PERMIT
DOCUMENTATION IN FRONT OF BUILDING
Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends
Building Department Public Works/Utilities Fire Department
Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789
Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203
* When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all
electrical, plumbing and mechanical work is in place, but before concrete is poured.
* When all structural steel members are in place and all connections are complete,
but before such work is covered or concealed.
** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION