1853 SELVA GRANDE DR POOL24-0010 Brinkley Eseal - PBJCSWIM-OUT OR LADDERREQUIRED (GR/#8 CU)WHERE DEPTH OVER5' DEEP (SEE NOTES)ENTRY REQUIRED (SEE NOTES)RAIL OPTIONALFLOW THRU SPANO SKIMMER1'-6" NO LIMITATIONS TO SHAPE EXCEPT FOR DIVINGOPTIONAL 12V LIGHTW/TRANS. 34" BRASSOR PVC (SEE NOTES) SKIMMERTYPICAL GR. FOR # 3REBAR, 2' OUT WITH# 8 CU TO PUMPOPTIONAL DECK W/1 12" PITCH IN 10'GENERAL POOL PLANN.T.S.AAAS-4 2'-9" Min. EXCEPT FOR SLOPING ENTRIES. 4'-0" Max. WATER LINE 3 Max. 7 Max. 11.0° Max 8" Max. Radius 1 1 4'-9" 4'-0" 8' Min. TO SLOPE CHANGEPOOL SECTION DETAIL N.T.S.ES-4 SKIMMER REQUIRED FOR SPA WITH INDEPENDENTFILTRATION SYSTEMMAIN DRAIN REQUIRE(TAMPER PROOF/SEE NOTES)LIGHTING & BONDING SAME ASPOOLNO LIMITATIONS ON SHAPEGENERAL SPA PLAN N.T.S.CIRCULATIONLINERAIL OPTIONALSTEPS OPTIONALBS-4SB836, 6-20-07FOR BONDING AND GROUNDING SYSTEMS FOR SWIMMING POOLS, THE USE OFAN UNDERGROUND BONDING CONDUCTOR MADE OF #8 AWG. BARE SOLIDCOPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOWSUBGRADE, AND 18 TO 24 INCHES FROM INSIDE WALL OF A SWIMMING POOL ORSPA, IS DEEMED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO COMPLIANCEWITH s. 680.26(c) OF THE NATIONAL ELECTRICAL CODE.EQUIPMENTLOCATIONRESIDENCE* MAIN DRAINS AS OF 12-19-08ANSI/ASME A112.19.8-2007POOLMIN. GRATE OPEN AREA = FLOW/17.8FOR VELOCITY 6'/SECCLEANERLINEPIPE SIZING CHART (MAXIMUM)SUCTIONPRESSURE 35 GPM 60 90 135 235 65 GPM 105 147 230 396PIPE 1 12" 2" 3" 4" 2 12MAIN SUCTION PIPE SIZE _____SKIMMER SUCTION PIPE SIZE ______CLEANER/VAC PIPE SIZE ______RETURN PIPE SIZE ______ELECTRICAL REQUIREMENTS:FLORIDA BUILDING CODE R4501-WIRING AND BONDING AND ALL ELECTRICAL TO COMPLY WITH CHAPTER 27, 2023 FLORIDA BUILDINGCODE 8TH EDITION-RESIDENTIAL AND NEC 2020.-NO OUTLET OR OVERHEAD POWER WITHIN 10' IF WITHIN 15' PROTECT BY GFI, TRANSFORMER MIN. 10' FROM POOL, 8" ABOVE WATER, J BOX 4' FROM POOL, BRASS TO J BOX OR TRANSFORMER WHICH EVER IS FIRST EXCEPT WHERE PVC IS APPROVED.THE POOL CONTRACTOR IS RESPONSIBLE FORFURNISHING ALL DETAIL DESIGN REQUIREMENTSFOR EACH INDIVIDUAL POOL IN ACCORDANCE WITHTHE 2023 FLORIDA BUILDING CODE, AND ALLCONSTRUCTION SHALL MEET ALL APPLICABLECODES INCLUDING PLUMBING, ELECTRICAL AND GAS. PIPING SHALL BE SCH. 40 PVC, NSFpw, MAX.PRESSURE VELOCITY 10 FPS, SUCTION 6 FPS.THE POOL PLAN SHALL SHOW THE DESIGNPLUMBING AS PER THE SAMPLE WITH THEINFORMATION REQUIRED SHOWN. MAIN DRAINPLUMBING SHALL BE TWO DRAINS SEPARATED BY 3'WITH APPROVED ANSI/ASME A112.19.8.2009 COVERS. ASAN ALTERNATE THE APPROVED DRAINS MAY BEPLACED ON DIFFERENT PLANES. THE TWO DRAINSSHALL HAVE A COMMON SUCTION LINE. SUCTIONGRATES MAY BE USED IF APPROVED AT A MAXIMUMOF 1 12 FPS AND THE SUCTION PIPING IS RECESSEDFROM THE GRATE THE DISTANCE EQUAL TO THESUCTION PIPE SIZE. SKIMMERS DO NOT REQUIREPROTECTION ANDMUST BE DESIGNED FOR A MINIMUM 25 gpm.THE FOLLOWING SHALL BE LABELED WITHLABEL MARKER TAPE AT THE FILTER LOCATION:PIPES, VALVES, PUMP(S) OFF SWITCH.GENERAL DESIGN REQUIREMENTS-DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF APSP/ICC 3, APSP/ICC 4, APSP/ICC 5,AND APSP/ICC 6 AND APSP/ICC 7 BASED ON THE POOL TYPE.-SEE NSPI FOR DIVING WATER ENVELOPES.-SLIDES SHALL MEET THE MANUFACTURE'S INSTALLATION REQUIREMENTS.-ALL POOLS WHETHER PUBLIC OR PRIVATE SHALL BEPROVIDED WITH A LADDER OR STEPS IN THE SHALLOWEND WHERE THE WATER DEPTH EXCEEDS 24 INCHES (610MM). IN PRIVATE POOLS WHERE WATER DEPTH EXCEEDS 5FEET (1524 MM) THERE SHALL BE LADDERS, STAIRS ORUNDERWATER BENCHES/ SWIM-OUTS IN THE DEEP END.WHERE MANUFACTURED DIVING EQUIPMENT IS TO BEUSED, BENCHES OR SWIM-OUTS SHALL BE RECESSED ORLOCATED IN A CORNER.-CIRCULATION SYSTEMS, COMPONENTS AND EQUIPMENT SHALL COMPLY WITH NSF 50.-THE MAXIMUM TURNOVER RATE IS 12 HOURS.-FILTERS SHALL HAVE AN AIR RELEASE AND PRESSURE GAGE.-PUMPS 3 HP AND LESS SHALL MEET ANSI/UL1081 CORROSION RESISTANT WITH STRAINER AND MEET THE REQUIRED FLOW.-SURFACE SKIMMERS SHALL MEET NSF 50 AND THERE SHALL BE ONE FOR EVERY 800 SQUARE FEET OF SURFACE AREA.-APPROVED MANUFACUTRED INLET FITTNGS FOR THERETURN OF RECIRCULATED POOL WATER SHALL BEPROVIDED ON THE BASIS OF AT LEAST ONE PER 300SQUARE FEET (28 m2) OF SURFACE AREA. SUCH INLETFITTINGS SHALL BE DESIGNED AND CONSTRUCTED TOINSURE AN ADEQUATE SEAL TO THE POOL STRUCTUREAND SHALL INCORPORATE A CONVENIENT MEANS OFSEALING FOR PRESSURE TESTING OF THE POOLCIRCULATION PIPING. WHEN MORE THAN ONE INLET ISREQUIRED, THE SHORTEST DISTANCE BETWEEN ANY TWOREQUIRED INLETS SHALL BE AT LEAST 10 FEET (3048 MM).-HEATER SHALL MEET ANSI-Z21.56 OR UL 1261 OR UL 559.-DISINFECTANT EQUIPMENT SHALL COMPLY WITH NSF 50.-PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR MEET LOCAL CODE IF GREATER.-RESIDENTIAL SWIMMING BARRIER REQUIREMENTS TOMEET SECTONS 4501.17-WASTE DISPOSAL TO COMPLY WITH SECTION 454.2.10R403.10 (MANDATORY)POOLS & PERMANENT SPA ENERGY CONSUMPTION- THE ENERGY CONSUMPTION OF POOLS AND PERMANENTSPAS SHALL BE IN ACCORDANCE WITH SECTIONS R403.10.1THROUGH R403.10.5.SPECIAL SPA REQUIREMENTS:-MAXIMUM WATER DEPTH 4', MAXIMUM SEAT DEPTH 28", MAX.-FLOOR SLOPE 1:12-STEPS: MIN. TREAD 10" X 12", 7" MIN. RISER, 12" MAX. RISER EXCEPT THE BOTTOM STEP MAY BE 14" IF IT IS THE SEAT. INTERMEDIATE TREADS AND RISERS TO BE UNIFORM. IF THE SPA IS OPERATED INTERMITTENTLY IT SHALL HAVE A ONE HOUR TURNOVER, IF CONTINUOUS A SIX HOUR TURNOVER.-MAXIMUM TEMPERATURE 104 DEGREES.-MEET ANSI/NSPI ARTICLE XVII, SAFETY INSTRUCTION/SAFETY SIGNS.-PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR MEET LOCAL CODE IF GREATER.IT HAS BEEN CERTIFIED THAT THESE DESIGNREQUIREMENTS ARE IN COMPLIANCE WITH THE2023 FLORIDA BUILDING CODE 8TH EDITION, R4501,ANSI/APSP/ICC 3, ANSI/APSP/ICC 4, ANSI/APSP/ICC 5, ANDANSI/APSP/ICC 6 AND ANSI/APSP/ICC 7, ANSI/APSP/ICC 14,ANSI/APSP/ICC 15.STEEL AT SKIMMER BEAM DETAILN.T.S.BEAM NOTCH-OUTOR CUT-OUT FOR SKIMMERBEND REBAR AROUND SKIMMERNOTCH-OUT FOR CONTINUOUS BEAM(2) #3 BARS (2" MIN. COVERAGE)POOL SHELLSTEEL #3 BAR @ 12" O.C.E.W.SKIMMER3" MIN. STEEL COVERAGEDS-4PAVERS OR 4" DECK 3,000psi (Min.) CONC.W/FIBER MESH FOOTING OPTIONAL 12" 12"12" X 12" FOOTINGW/(2) #5 BARSDECK FINISHPER CONTRACT(NON-SLIP) 6"POOL/SPA CROSS SECTION A-A'N.T.S. 6" Min. WALL & FLOOR THICKNESS.3,000 psi (MIN.) CONC. #3 BARS ON12" CENTERS EITHER WAY, TIE ALT.INTERSECTIONS 15" MIN. OVERLAP. 2" MIN.COVERAGE ON STEEL W/CONC.TO ASTM A15. A16. ASTM A30-5Structural subject tosuitable soil conditions.COPING-CONFIRMWITH OWNER 8" 4"BEAM & "7" BAROPTIONALPROVIDE EXPANSION JOINTMATERIAL FOR POUREDDECK CONDITIONCOPING & TILE-CONFIRMWITH OWNERPOOL/SPA COMMON WALL(2 ROWS) #3 REBAR@ 6" O.C.E.W., STAGGEREDPOOL FINISHPER CONTRACTFINISH 38"MARCITE OREXPOSEDAGGREGATE 10"-12"WATERLINEPOOL FINISHPER CONTRACTFINISH 38"MARCITE OREXPOSEDAGGREGATE 8" 6" 6"POOLSPADECK FINISHPER CONTRACT(NON-SLIP)WATERLINE 12" 6" 8" 4" 8"POOLCS-4S-4COMPLIES WITH 2023 FLORIDA BUILDING CODE, 8TH EDITIONBrinkley1853 Selva Grande DrAtlantic Beach, FL 32233Samuel A. Liberatore, P.E.#55740DATE3-5-2024For:SCALECERTIFICATE OF AUTHORIZATION 27934G.B. Collins Engineering P.A.AQUATIC ENGINEERING CONSULTANTS32707 US HIGHWAY 19 NORTHPALM HARBOR, FLORIDA 34684gb_collins@verizon.net(727)-442-8443CVA 2-284-184, VA 2-278-832Copyright protected:As ShownSTANDARD RESIDENTIAL POOLAND/OR SPA DESIGN