703 SELVA LAKES CIR, POOL24-0009 (EFILE) DWGREVISION 2:REVISION 1:DESIGN DATE:SCALE: NTSCONTRACTOR:PROJECT ADDRESS:KRKDRAWN 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" SUCTIONPREMIER POOLS AND SPAS16993 WILD PIPE TRL NPUNTA GORDA, FL 33982PERRIEN 703 SELVA LAKES CIR, ATLANTIC BEACH FL 3223303/11/2024PROJECT NO. 2406548 DRAWING INDEXDETAILSS/01S/02S/03S/04PLAN/ 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 PIPES(SEE FIGURES ON SHEET 04) OR LOCATED ON TWO (2) DIFFERENT PLANES, I.E. ONE (1) ON THE BOTTOM AND ONE (1) ON THE VERTICALGOVERNED 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:- 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.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 THE
REVISION 2:REVISION 1:DESIGN DATE:SCALE: NTSCONTRACTOR:PROJECT ADDRESS: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.DRAWN BY:CA CERT. #30782FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980FLEng.comOrders@FLEng.com03/11/2024SHEET :02DATEDATELOWEST POINT OF POOL,CLOSEST TO STRUCTURELOWEST POINTOF STRUCTURECLOSEST TO POOLA"D" MIN.(CONTRACTOR TO VERIFY)DA: THE POOL'S CLOSEST POINT TO THE STRUCTUREEXCAVATION 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):B°B: ANGLE OF REPOSE (NOT TO EXCEED 45 DEGREES)NOTE: CONTRACTOR SHALL CONSULT WITH ENGINEER WHEN ANGLE "B" IS GREATER THAN 45º. SEE EXCAVATION NOTE BELOW.ANGLE OF REPOSEENTRY/ 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).WHERE 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. OF54 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. 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.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.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.OUTDOOR RESIDENTIAL SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH FBC R4501.17.1.1 THROUGH R4501.17.1.14.EQUIPOTENTIAL BONDING SHALL CONFORM TO 2020 NEC SECTION 680.26.FOR ALL WALKING SURFACES LOCATED MORE THAN 30" ABOVE GRADE, GUARDS SHALL BE PROVIDED PER FBC R312.SCOPE OF WORK:RESIDENTIAL SWIMMING POOL ENGINEERING(POOL NOT DESIGNED FOR DIVING)ENTRAPMENT PROTECTION FOR SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ANSI/APSP/ICC-7 & FBC R4501.6.6.20" MAX.WATERLINE18" TYP.REFER POOL WALL DETAILSSWIMOUT BENCH TYPICAL 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.POOL PLANBLOCKABLE 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.PERRIEN 703 SELVA LAKES CIR, ATLANTIC BEACH FL 32233PROJECT NO. 2406548 KRKPREMIER POOLS AND SPAS16993 WILD PIPE TRL NPUNTA GORDA, FL 3398222'12'13'6'-6"6'18'-5"4'4'6'9'6'3'VUMB+0" BEAM+24" RBBR5'6"3'RESIDENCE-21"-33"BASEPOINT FORPOOL ELEVATIONHYDROSTATICRELIEF VALVERR-9"-9"-9"-21"-33"-21"-21"12W2' SHEERDESCENTJBLSCP30"x36"CLEARAREAPAVERCOPINGARTIFICIALTURFARTIFICIALTURFARTIFICIALTURFARTIFICIALTURFPAVERCOPINGPAVERCOPINGACCESS5'5'VSASTRCEFSKIMMERAUTOFILL MAIN DRAINUMBRELLA SLEEVE BUBBLER or DECK JET SURFACE RETURN FLOOR RETURN ECOCLEAN RETURN SPA JET (THERAPY) VACUUM PORT CLEANER PORT AUXILLARY SUCTION SIDE SUCTIONUMBLEGENDAFALL MAY NOT APPLY
REVISION 2:REVISION 1:DESIGN DATE:SCALE: NTSCONTRACTOR:PROJECT ADDRESS:PREMIER POOLS AND SPAS16993 WILD PIPE TRL NPUNTA GORDA, FL 33982PERRIEN 703 SELVA LAKES CIR, ATLANTIC BEACH FL 3223303/11/2024KRKThis 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. 2406548 DRAWN BY:CA CERT. #30782FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980FLEng.comOrders@FLEng.com03SHEET :1-#8 SOLID BARE COPPER BOND WIRE ATTACHED TO THE POOL REINFORCING STEEL OR COPPER CONDUCTORGRID OF CONDUCTIVE POOL SHELL AT A MIN. OF FOUR (4) POINTS UNIFORMLY SPACED AROUND THE PERIMETER OF THE POOL.18" MIN. - 24" MAX.ENTIRE PERIMETERWATER LINEPOOL SHELLDATEDATE1-#8 SOLID BARE COPPER BOND WIRE WITH APPROVEDCLAMPS 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.EQUIPOTENTIAL BONDING DETAIL (2020 NEC SEC 680.26 (B) 2(b))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 BOX8"5'-0"4'-0"1'-0"5' IS MINIMUM DISTANCE FROMWATER'S EDGE TO TRANSFORMER,TO BE PROVIDED AND INSTALLEDBY GENERAL CONTRACTORNOTE: NICHELESS LIGHT SHALL BE INSTALLED AS PER MANUFACTURER'S SPECS.POOL LIGHT & EQUIPOTENT BONDING680-21 NEC (A) JUNCTION BOXES ANDENCLOSURES FOR TRANSFORMERS OR GROUND-FAULT CIRCUIT INTERRUPTERS.:5. LOCATED NOT LESS THAN 4 IN. (102 MM),MEASURED FROM THE INSIDE OF THE BOTTOM OFTHE BOX, ABOVE THE GROUND LEVEL, OR POOLDECK, OR NOT LESS THAN 8 IN. (203 MM) ABOVETHE MAXIMUM POOL WATER LEVEL, WHICHEVERPROVIDES THE GREATER ELEVATIONANSI/ 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.INTERLOCKING PAVERS, FOOTING AND TYP. DECK DETAILPOOL/ SPA CONC. DECK (TYP.) DETAILNOTE: 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 OPTIONSPOOL/ SPA STRUCTURAL AND SITE NOTE(CONTRACTOR TO VERIFY)MAXIMUM AVERAGE WALL DEPTH5'-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/ SPA NOT IN FLOOD HAZARD AREAS (FOR EX. ZONE X)i) 6" THICK (MIN.) POOL/ SPA WALL & FLOOR UPTO 5'-6" WATER DEPTH.ii) 8" THICK POOL WALL (MIN.) FOR POOL WATER DEPTH EXCEEDING 5'-6" & UPTO 7'-6". ► POOL/ SPA IN FLOOD HAZARD AREAS (FOR EX. ZONE AE) [ NOT VALID FOR HIGH RISK- COASTAL AREAS]1) PROVIDE 8" THICK (MIN.) POOL/ SPA WALL & FLOOR REINF. W/ #3 REBAR @ 8" O.C. EA. WAY UNLESS NOTED OTHERWISE.2) AN APPROVED HYDROSTATIC REFIEF DEVICE SHALL BE INSTALLED.3) (2023 FBC R322.1.6) 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: EQUIPMENT FOR POOLS, SPAS AND WATER FEATURES SHALL BE PERMITTED BELOW THE ELEVATION REQUIRED IN SECTION R322.2 OR R322.3, 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. ELECTRICAL WIRING SYSTEMS ARE PERMITTED TO BE LOCATED BELOWTHE REQUIRED ELEVATION PROVIDED THAT THEY CONFORM TO THE PROVISIONS OF THE ELECTRICAL PART OF 2023 FBC-R FOR WET LOCATIONS.(FOR THE POOL/SPA DESIGNED IN FLOOD HAZARD AREAS MENTIONED ABOVE,THE ELEVATION OF THE ACCOMPANYING POOL/ SPA DECK OR GRADE IS ASSUMED TO BE AT OR ABOVE (BFE + 1 FT) OR DFE WHICHEVER GREATER, FOR OTHER SITE CONDITIONS, CONTACTOR SHALL CONSULT WITH THE ENGINEER)ALLOWABLE POOL FLOOR & WALL GEOMETRY6" (R MAX.)WATERLINESTEEPEST ALLOWABLESLOPE BEFORE BREAK17POINT "D"31STEEPEST ALLOWABLESLOPE BEFORE BREAK11 DEG. MAX.2'-9" MIN.6' MIN.28"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 GROUTPOOL STAIRS (TYP.) DETAILREFER POOL/ SPA DETAIL 2" 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 FINISHWATERLINE6" NOMINAL WATERLINE TILE6'-0" MIN.TO SLOPE CHANGEPOOL DECKHANDHOLD SHALL BE PROVIDED AROUND THEPOOL EDGE IN ANY AREA WHERE THE WATER DEPTHEXCEEDS 4 FT. AS PER ANSI/ APSP -5 SECTION 17.1TYPICAL POOL/ SPA WALL AND FLOOR DETAILSEE POOL/ SPA STRUCTUAL AND SITE NOTE (THIS SHEET)1'-0"[POOL BEAM NOT DESIGNEDFOR EXTERNAL SURCHARE LOADS.]10"-12"24" MAX.POOL DECKWATERLINETYPICAL RAISED POOL BEAM DETAIL[PROVIDE HANDHOLD AT LOCATIONWHERE WATER DEPTH EXCEEDS 4 FEET.]REFER POOL REBAR & WALL DETAIL#3 REBAR EACH WAY@ POOL BEAM(REBAR SPACING AS POOL WALL)18" MIN. LAP SPLICE
REVISION 2:REVISION 1:DESIGN DATE:SCALE:CONTRACTOR:PROJECT ADDRESS:PREMIER POOLS AND SPAS16993 WILD PIPE TRL NPUNTA GORDA, FL 33982PERRIEN 703 SELVA LAKES CIR, ATLANTIC BEACH FL 32233KRKThis 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. 2406548 DRAWN BY:CA CERT. #30782FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980FLEng.comOrders@FLEng.comLISTED SUCTION OUTLET(GRATE & FRAME)LISTED SUCTION SUMP(MAIN DRAIN POT)HYDROSTATICRELIEF VALVE(WHEN NEEDED)SUCTION LINECOLLECTION TUBEGUNITE OR SHOTCRETE(CONCRETE)PLASTER POOL SURFACETYPICAL SUCTION OUTLET MAIN DRAIN- FRAME, GRATE & POT DETAILD MIN.DMIN.1.5 *DMIN.DD MIN.DMIN.1.5 *DMIN.D1.5 *DMIN.DMIN.DMIN.DDMIN.1.5 *DMIN.DGENERAL NOTES:(a) D= INSIDE DIAMETER OF PIPE(b) ALL DIMENSIONS SHOWN ARE MINIMUMS(c) A BROKEN LINE (- - -) INDICATES SUGGESTED STP CONFIGURATIONOPTION COPTION AOPTION BOPTION D04SHEET :NTS03/11/2024DATEDATEA SINGLE LISTED CHANNEL OUTLET SHALL BECONSIDERED ACCEPTABLE IF THE SIZE OF THEPERFORATED AREA IS 3" OR GREATER IN WIDTHAND 31" OR GREATER IN LENGTH.CHANNEL OUTLET TO SINGLE PUMPSINGLE UN-BLOCKABLECHANNEL OUTLET TO TWO PUMPSINGLE UN-BLOCKABLEDUAL OUTLETS ONDIFFERENT PLANES(ELEVATION OR PLANVIEW)DUAL OUTLETS ON DIFFERENT PLANESMINIMUM DISTANCE 3 FEET APART(PIPE CENTERLINES)SUCTION OUTLET(TYP)PARALLEL TO ONE PUMPDUAL OUTLETS INTHREE OR MORE OUTLETS IN PARALLEL TO SINGLE PUMPMINIMUM DISTANCE 3 FEET BETWEEN OUTERMOSTOUTLETS (PIPE CENTERLINES)IN PARALLEL ECCENTRICALLY TEPPED PIPINGTHREE OR MORE OUTLETSSUCTION OUTLET(TYP)MINIMUM DISTANCE 3 FEET APART(PIPE CENTERLINES)PARALLEL TO DUAL PUMPS IN PARALLELDUAL OUTLETS INTHREE OR MORE OUTLETS IN PARALLEL TO SINGLE PUMPMINIMUM DISTANCE 3 FEET BETWEEN OUTERMOSTOUTLETS (PIPE CENTERLINES)IN PARALLEL SYMMETRIC PIPINGTHREE OR MORE OUTLETSMINIMUM DISTANCE 3 FEET APART(PIPE CENTERLINES)PARALLEL DUAL OUTLETS TO TWO PUMPTHREE OR MORE OUTLETS IN PARALLEL TO SINGLE PUMPMINIMUM DISTANCE 3 FEET BETWEEN OUTERMOSTOUTLETS (PIPE CENTERLINES)IN PARALLEL LOOPED PIPINGTHREE OR MORE OUTLETSMAIN DRAINS PLUMBING METHODS:PUMP (TYP)SUCTION OUTLET(TYP)PVC TEE SIZED TOMATCH LARGERPIPE8 FEET PERSECOND MAXIMUM (TYP)3 FEET PER SECOND WITHBOTH SUCTION OUTLETSFLOWING (TYP)PIPE VELOCITYLISTEN SUCTION OUTLETREQUIRED (DRAIN POT& GRATE)VENT THROUGH LID18"MAXSKIMMER WITH EQUALIZERSKIMMER WITHOUT SUCTION OUTLET (NO MAIN DRAIN)PIPE SIZED TO MAXIMUMFLOW RATE OF SKIMMEROR SYSTEM. ADD SKIMMERSFOR ADDITIONAL FLOW, ASSKIMMER FLOW RATESWILL VARYVENT THROUGH LIDSKIMMER VENT THROUGH LIDSKIMMER WITH EQUALIZER AND NO SUCTION OUTLET(NO MAIN DRAIN)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. HYDRAULICALLY DESIGNED TO THE MAXIMUM FLOW RATE OF THE POOL. SKIMMERS SHALL BE VENTED TO ATMOSPHERE THROUGH- WHEN MAIN DRAINS ARE NOT INCLUDED, THE SKIMMER OR SURFACE OVERFLOW MUST BE