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2434 Seminole Rd POOL19-0031OPTIONAL 12V LIGHT W/TRANS. X" BRASS OR PVC (SEE NOTES) SWIM -OUT OR LADDER REQUIRED (GR/#8 CU) WHERE DEPTH OVER 5' DEEP (SEE NOTES) FLOW THRU SPA NO SKIMMER SKIMMER NO LIMITATIONS TO SHAPE EXCEPT FOR DIVING ENTRY REQUIRED (SEE NOTES) SKIMMER REQUIRED_ FOR SPA WITH INDEPENDENT TYPICAL GR. FOR # 3 REBAR, 2' OUT WITH FILTRATION SYSTEM 98CUTOPUMP 0ITIONAL DECK W/ 1)I� PITCII IN 10' RAIL OPTIONAL --- I RAIL OPTIONAL GENERAL POOL PLAN N.T.S. 2'-9" Min. EXCEPT FOR SLOPING ENTRIES. 4'4" Max. LINE EXCEPTION: ROPE AND o, FLOATS INSTALLED IF 'v LESS THAN 4'-6" , 7 Max. 3 Max. tI- SEE NSPI 5 RE: HANDHOLDS 8" Max. Radius j� 11.0° Max STEPS > MAIN DRAIN REQUIRE CIRCULATION (TAMPER PROOF/SEE NOTES) LINE > LIGHTING & BONDING SAME AS POOL >NO LIMITATIONS ON SHAPE GENERAL SPA PLAN N.T.S. FLORIDA BUILDING CODE R4501 THE POOL CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL DETAIL DESIGN REQUIREMENTS FOR EACH INDIVIDUAL POOL IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, AND ALL CONSTRUCTION SHALL MEET ALL APPLICABLE CODES 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 DESIGN PLUMBING AS PER THE SAMPLE WITH THE INFORMATION REQUIRED SHOWN. MAIN DRAIN PLUMBING SHALL BE TWO DRAINS SEPARATED BY 3' WITH APPROVED ANSI7ASME Al 12.19.8.2009 COVERS. AS AN ALTERNATE THE APPROVED DRAINS MAY BE PLACED ON DIFFERENT PLANES. THE TWO DRAINS SHALL HAVE A COMMON SUCTION LINE. SUCTION GRATES MAY BE USED IF APPROVED AT A MAXIMUM OF I T2 FPS AND THE SUCTION PIPING IS RECESSED FROM THE GRATE THE DISTANCE EQUAL TO THE SUCTION PIPE SIZE. SKIMMERS DO NOT REQUIRE PROTECTION AND MUST BE DESIGNED FOR A MINIMUM 25 gpm. THE FOLLOWING SHALL BE LABELED WITH LABEL MARKER TAPE AT THE FILTER LOCATION: PIPES, VALVES, PUMP(S) OFF SWITCH. ELECTRICAL REQUIREMENTS: -WIRING AND BONDING AND ALL ELECTRICAL TO COMPLY WITH CHAPTER 42, FLORIDA BUILDING CODE 6TH EDITION -RESIDENTIAL AND NEC 2014. -NO OUTLET OR OVERHEAD POWER WITHIN 10' IF WITHIN I S' PROTECT BY GET, 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. SAMPLE ONLY. EACH APPLICATION FOR PERMIT SHALL BE BASED ON A TOTAL DYNAMIC HEAD OF 60 ft. // 8' Min. TO SLOPE CHANGE - Determine System Flow Rate: - Minimum Flow Rate Required: 35gpm per skimmer (Required: I Skimmer per 800 sQ -- POOL SECTION DETAIL Pool Volume: sq. ft x ave depth x 7.481 gal/cf = gallons N.T.S. Turnover Time in Hours: _ hours x 60 min/hr = _ minutes Flow Rate: gallons / _minutes = gpm SB2836, 6-20-07 FOR BONDING AND GROUNDING SYSTEMS FOR SWIMMING POOLS, THE USE OF AN UNDERGROUND BONDING CONDUCTOR MADE OF #8 AWG. BARE SOLID PIPE SIZING CHART (MAXIMUN) COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4INCHES TO 6INCHES BELOW PIPE SUCTION PRESSURE SUBGRADE, AND 18 TO 24 INCHES FROM INSIDE WALL OF A SWIMMING POOL OR SPA, IS DEEMED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO COMPLIANCE I y"' 35 GPM 65 GPM WITH s. 680.26(c) OF THE NATIONAL ELECTRICAL CODE. g. 60 105 2 S, 90 147 - 3.' 135 230 PAVERS OR 4" 235 396 C2 FOOTING 4" DECK 2,500 DECK FINISH OPTIONAL psi (Min.) CONC. PER CONTRACT FORPOOLSWITH VOLUME =15,000 GALS. W/FIBER MESH (NON -SLIP) PUMP: STARITE P6E6DL OR HAYWARD SUPERII - 1, HP 42 GPM 60' TURN - TURNOVER RATE =6 HOURS _ 360 MINS. - 8n POOL FINISH FILTER: STARITE PTM 50, 50 GPM OR HAYWARD C751,75 GPM CAPACITY PER CONTRACT MAIN DRAIN: HAYWARD W61048E 8" X 8" FOOTING BEAM & "7" BAR CLEANER: HAYWARD VAC LOC W/(2) #3 BARS OPTIONAL 8" OR 1 #5 BARFINISH° 6 MARCITE OR 6" Min. WALL & FLOOR THICKNESS. 3,500 (MIN.) CONC. #3 BARS ON EXPOSED MAIN SUCTION PIPE SIZE i" psi AGGREGATE 12" CENTERS EITHER WAY, TIE ALT. INTERSECTIONS 15" MIN. OVERLAP. - SIZE1 2" 2" MIN.COVERAGE ON STEEL W/CONC. TO ASTM A15. A 16, ASTM A30-5 SKIMMER SUCTION PIPE I n Structaral subject t0 Suitable Soil conditions. CLEANER/VAC PIPE SIZE POOL/SPA, DECK, BEAM, WALL, FLCIOR j RETURN SUCTION PIPE SIZE Iln EQUIPMENT LOCATION N.T.S. * MAIN DRAINS AS OF 12-19-08 ANSI/ASME At 12.19.8.2007 96M MIN. GRATE OPEN AREA = FLOW/17.8 FOR VELOCITY 67SEC 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 ANSUNSPI ARTICLE XVII, SAFETY INSTRUCTION/SAFETY SIGNS. -PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR MEET LOCAL CODE IF GREATER. GENERAL DESIGN REQUIREMENTS -DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF APSPACC 3, APSPACC 4, APSP/ICC 5, AND APSP/ICC 6 AND APSPACC 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 BE PROVIDED WITH A LADDER OR STEPS IN THE SHALLOW END WHERE THE WATER DEPTH EXCEEDS 24 INCHES (610 MM). IN PRIVATE POOLS WHERE WATER DEPTH EXCEEDS 5 FEET (1524 MM) THERE SHALL BE LADDERS, STAIRS OR UNDERWATER BENCHES/ SWIM -OUTS IN THE DEEP END. WHERE MANUFACTURED DIVING EQUIPMENT IS TO BE USED, BENCHES OR SWIM -OUTS SHALL BE RECESSED OR LOCATED 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 ANSIIUL1081 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 THE - RETURN OF RECIRCULATED POOL WATER SHALL BE PROVIDED ON THE BASIS OF AT LEAST ONE PER 300 SQUARE FEET (28 m2) OF SURFACE AREA. SUCH INLET FITTINGS SHALL BE DESIGNED AND CONSTRUCTED TO INSURE AN ADEQUATE SEAL TO THE POOL STRUCTURE AND SHALL INCORPORATE A CONVENIENT MEANS OF SEALING FOR PRESSURE TESTING OF THE POOL CIRCULATION PIPING. WHEN MORE THAN ONE INLET IS REQUIRED, THE SHORTEST DISTANCE BETWEEN ANY TWO REQUIRED INLETS SHALL BE AT LEAST 10 FEET (3048 MM). -HEVIII'11f%HALL MEET ANSI -Z21.56 OR UL 1261 OR -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 TO MEET SECTONS 454.2.17 -WASTE DISPOSAL TO COMPLY WITH SECTION 454.2. 10 CLEANER IT HAS BEEN CERTIFIED THAT THESE DESIGN LINE REQUIREMENTS ARE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE R4501, 6TH EDITON 454.2-2017, ANSI/APSP/ICC 3, ANSI/APSP/ICC 4, ANSUAPSP/ICC 5, AND ANSI/APSP/ICC 6 AND ANSI/APSP/ICC 7, ANSI/APSP/ICC 14, ANSUAPSP/ICC 15. RESIDENCE Description Datea Date:January 1, 2018 Drawn bv: MJT Arctic Pools, Inc.