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970 SAILFISH DR POOL23-0033 DRAWINGS REV. 1-12-24_1PAGE 1 OF 10 PAGE 2 OF 10 PAGE 4 OF 10 PAGE 3 OF 10 PAGE 5 OF 10 PAGE 6 OF 10 PAGE 7 OF 10 PAGE 8 OF 10 PAGE 9 OF 10 PAGE 10 OF 10 TITLE PAGE SURVEY/ SITE PLAN GENERAL PLAN FRONT PLAN STANDARD DETAILS (A-2) STANDARD ENGINEERING CUSTOM DETAILS (A-3) CUSTOM DETAILS (A-4) PLUMBING PLAN LAYOUT PLAN Cassandra- Nix Residence 970 Sailfish Drive East Atlantic Beach, FL 32233 # 3241 7' P/E L O C A T I O N 45' T O M A I N D R A I N 7' 6"7'5' 9"ExistingProposed: Total Lot: 7500 SF House: 2440 SF Front Porch: 95 SF Driveway/ Walk:337 SF A/C Pad: 10 SF P/E Pad: 20 SF Pool: 395 SF (50% of pool + coping:198 SF) Pool Deck: 275 SF Total: 3375 45% ( calculations minus- Shed #1 & #2, - concrete (rear)) PUMP #1: FILTER PUMP Branch Line:3" Trunk Line:2.5" Return Line:2.5" Skimmers:1 Jandy Pump: VSSHP220DV2A Jandy Filter: CS 250 Heater:JXi400PK Minimum TDH: ~54' Maximum Flow: 117 GPM's TRAVERTINE PAVER COPING TRAVERTINE PAVER DECK - +12" RAISED SPA - (6) JETS - (2) SDXs - (1) CMP SUMP - (1) 6W NICHELESS LT 108' OF C.S.F Customer Info - 8" DEEP SUNSHELF - UMBRELLA SLEEVE MOSAIC INC. (TLOBLUL) MOSAIC INC. (TLOGREB) MOSAIC INC. (TLOBROB) STANDARD BUBBLER Revision8'2' Gen. Plan Hydraulics SKIMMER #1 BENCHMARK TOP OF POOL BEAM-4 3/4" SCALE:1/8"=1' TOP OF TILE-4 1/4" Date: 11/15/2023 TOP OF COPING-3" Date: 11/21/2023 Client Name: Cassandra- Nix Residence Date: 1/10/2023 Date: FTN LINE Date: Notes: - Maintain min. 1" step down from all doors & stucco/ siding band - Homeowner to provide power to pool equipment RE: Notes RE: RE: AWO 3 RE: AWO 2 BONDING GRID RE: AWO 1 - PARALEVEL AUTOFILL/ OVERFLOW - SEE DETAIL PAGE A-2 Project Manager: 3'-6" DEEP 5'-6" DEEP (3) W/Rs Company Info N Address: 600 St. Johns Bluff Rd. N. City: Jacksonville ACCESS State/Zip: Fl / 32225 Phone #: 904.223.4050 AIRBLOWER Fax #: 904.223.0735 J-BOX PURELINK E-mail: Info@pbjc.com License #: CPC 009595 & 1457425 & 1459376 & CBC 1263546 BENCH (2) 2" F/Rs Deck Area: 275 ft² MDX W/ SDX Lanai Area: n/a Pool Perimeter: 87' 5" FILTER PUMP: VSSHP220DV2A FILTER: CS 250 SALT CELL: PLC 1400 HEATER: JXi400PK AUTOFILL/ OVERFLOW: PARALEVEL AUTOFILL: WATERLINE & HOOK-UP BY TRAWICK H/O TO PROVIDE POWER TO P/E ELEC. PANEL: 6614 AP-LG PURELINK PANEL CONTROL: RS-PS4 WIFI CONTROL: iQ30A AIRBLOWER: PSB 120 AIRBLOWER TRANSFORMER: PX 100W TRANSFORMER LT J-BOX: 5 PORT J-BOX SPA LTS: (1) JLU4C 6W 100' LT POOL LTS: (2) JLU4C 24W 100' LTS Gallons: 10,694 gallons Pool Area: 396 ft² H/O TO DEMO EXISTING CONCRETE Address: 970 Sailfish Drive East Job #: 3241 Zip: 32233 Designer Name: Kyle / KP Builder: Residential Neighborhood: Atlantic Beach A/C Specs SHED Safety SHED Spa Area: 39 ft² LST: 22 GPMs HST: 46 GPMs Dist to P/E: 45' Footer: n/a - (2) NICHELESS LTS - 1.5" PIPE - 1.5" SP W/ LEAK STOP Spa Perimeter: 22' 1" SAFETY 1: Child Safety Fence DOOR THRESHOLD 1 A-3 1 A-3 3 A-3 3 A-3 4 A-3 5 A-4 6 A-4 S-4 STANDARD DECK DRAIN PUMP #1: FILTER PUMP Branch Line:3" Trunk Line:2.5" Return Line:2.5" Skimmers:1 Jandy Pump: VSSHP220DV2A Jandy Filter: CS 250 Heater:JXi400PK Minimum TDH: ~54' Maximum Flow: 117 GPM's FRONT PORCH INC. TRAVERTINE PAVER DECK DRIVEWAY & WALKWAY - EXISTING STEP TO REMAIN - TRAVERTINE PAVER COPING TREAD - TRAVERTINE PAVER RISER Customer Info Revision Front Plan Hydraulics BENCHMARK TOP OF POOL BEAM-4 3/4" SCALE:1/8"=1' TOP OF TILE-4 1/4" Date: 11/15/2023 TOP OF COPING-3" Date: 11/21/2023 Client Name: Cassandra- Nix Residence Date: 1/10/2023 Date: Date: Notes: - Maintain min. 1" step down from all doors & stucco/ siding band - Homeowner to provide power to pool equipment RE: Notes RE: RE: AWO 3 RE: AWO 2 RE: AWO 1 Project Manager: Company Info N Address: 600 St. Johns Bluff Rd. N. City: Jacksonville State/Zip: Fl / 32225 Phone #: 904.223.4050 Fax #: 904.223.0735 E-mail: Info@pbjc.com License #: CPC 009595 & 1457425 & 1459376 & CBC 1263546 Front Porch Area: 95 ft² Address: 970 Sailfish Drive East Job #: 3241 +6" +12" 0" Zip: 32233 Designer Name: Kyle / KP Builder: Residential NOT INCLUDED Neighborhood: Atlantic Beach Specs Customer Info Revision Date: 11/15/2023 Date: 11/21/2023 Client Name: Cassandra- Nix Residence Date: 1/10/2023 Date: Date: Notes: - Maintain min. 1" step down from all doors & stucco/ siding band - Homeowner to provide power to pool equipment RE: Notes RE: RE: AWO 3 RE: AWO 2 RE: AWO 1 Project Manager: Company Info Address: 600 St. Johns Bluff Rd. N. City: Jacksonville State/Zip: Fl / 32225 Phone #: 904.223.4050 Fax #: 904.223.0735 E-mail: Info@pbjc.com License #: CPC 009595 & 1457425 & 1459376 & CBC 1263546 Deck Area: 275 ft² Lanai Area: n/a Pool Perimeter: 87' 5" Gallons: 10,694 gallons Pool Area: 396 ft² Address: 970 Sailfish Drive East Job #: 3241 Zip: 32233 Designer Name: Kyle / KP Builder: Residential Neighborhood: Atlantic Beach Specs Safety Spa Area: 39 ft² LST: 22 GPMs HST: 46 GPMs Dist to P/E: 45' Footer: n/a Spa Perimeter: 22' 1" SAFETY 1: Child Safety Fence 2.5" TRUNK LINE 3" PIPE SDX MDX 10" BEAM 1 1/2" WATERLINE FOR BUBBLER 21" FROM T.O.B MIN. 10" PIPE BEFORE CONDUIT 1.5" PIPE 18" 8" 12" Scale: nts Bubbler Detail SOIL 10" BEAM 3" 6" S.Detail Page Scale: nts A-2 21" FROM T.O.B 2" F/R 2" PIPE MIN. 7" PIPE BEFORE CONDUIT SOIL 18" CONCRETE CUT PIPE HERE 1" x 1" CUTOUT AROUND THE PIPE FOR WATER STOP 2" SCH. 40 PIPE MIN. 39" 1" CONDUIT Scale: nts 1.5" PIPE 1.5" Wall Return 6" Scale: nts Scale: nts Pool Light Detail 3" Paralevel Autofill/Overflow Detail 3" 1" CONDUIT 3" 17 1/4" CUTOUT 3/4" CUTOUT TO BOTTOM OF FLANGE Scale: nts MDX Detail 26" 12" 1 1/2" PVC PIPE 18" WATER SUPPLY CUT AT DESIRED OVERFLOW LEVEL Scale: nts MDX / SDX Detail Scale: nts Spa Light Detail 1.5" PIPE 1 1/2" SP W/ LEAK STOP C. Detail Page A-3 5' 6"3'1' 6 " Customer Info - 8" DEEP SUNSHELF - UMBRELLA SLEEVE STANDARD BUBBLER Revision Date: 11/15/2023 Date: 11/21/2023 Client Name: Cassandra- Nix Residence Date: 1/10/2023 Date: FTN LINE Date: Notes: - Maintain min. 1" step down from all doors & stucco/ siding band - Homeowner to provide power to pool equipment RE: Notes RE: RE: AWO 3 RE: AWO 2 RE: AWO 1 Project Manager: Company Info Address: 600 St. Johns Bluff Rd. N. - +12" RAISED SPA - 7'-0" INSIDE DIA. - 2'-0" TRAVERTINE PAVER SPILLWAY - LEDGESTONE EXTERIOR - TRAVERTINE PAVER COPING TOP - (6) JETS - (2) SDXs - (1) CMP SUMP - (1) 6W NICHELESS LT - REFERENCE STANDARD POOL/ SPA ENGINEERING (S-4) 3' 2"2' 9"2' 9"2' 6 " 2' 9"2' 9"City: Jacksonville State/Zip: Fl / 32225 Phone #: 904.223.4050 Fax #: 904.223.0735 E-mail: Info@pbjc.com License #: CPC 009595 & 1457425 & 1459376 & CBC 1263546 Deck Area: 275 ft² Lanai Area: n/a Pool Perimeter: 87' 5" Gallons: 10,694 gallons Pool Area: 396 ft² Address: 970 Sailfish Drive East Job #: 3241 Zip: 32233 Designer Name: Kyle / KP Builder: Residential Neighborhood: Atlantic Beach Specs Safety Spa Area: 39 ft² LST: 22 GPMs HST: 46 GPMs Dist to P/E: 45' Footer: n/a Spa Perimeter: 22' 1" SAFETY 1: Child Safety Fence 2 A-3 SPA JET 10" BELOW T.O.B.10" 10" BEAM REFERENCE STANDARD POOL/ SPA ENGINEERING (S-4) SPA 21" FROM T.O.B 23" FROM TOP OF BENCH 18" 2" Scale: 1/8" : 1' Spa Plan 1 A-3Scale: 1/8" : 1' Spa Plan 1 A-3 Scale: NTS Spa Detail 2 A-3 Scale: 1/8" : 1' 6'-0" x 11'-0" Sunshelf Plan 3 A-3 Scale: NTS Mosaic Detail 4 A-3 C. Detail Page A-4 Customer Info Revision Date: 11/15/2023 Date: 11/21/2023 Client Name: Cassandra- Nix Residence Date: 1/10/2023 Date: Date: Notes: - Maintain min. 1" step down from all doors & stucco/ siding band - Homeowner to provide power to pool equipment RE: Notes RE: RE: AWO 3 RE: AWO 2 RE: AWO 1 Project Manager: Company Info Address: 600 St. Johns Bluff Rd. N. City: Jacksonville State/Zip: Fl / 32225 Phone #: 904.223.4050 Fax #: 904.223.0735 E-mail: Info@pbjc.com License #: CPC 009595 & 1457425 & 1459376 & CBC 1263546 Deck Area: 275 ft² Lanai Area: n/a Pool Perimeter: 87' 5" Gallons: 10,694 gallons Pool Area: 396 ft² Address: 970 Sailfish Drive East Job #: 3241 Zip: 32233 Designer Name: Kyle / KP Builder: Residential Neighborhood: Atlantic Beach Specs Safety Spa Area: 39 ft² LST: 22 GPMs HST: 46 GPMs Dist to P/E: 45' Footer: n/a Spa Perimeter: 22' 1" SAFETY 1: Child Safety Fence Scale: NTS Mosaic Detail 5 A-4 Scale: NTS Mosaic Detail 6 A-4 SWIM-OUT OR LADDER REQUIRED (GR/#8 CU) WHERE DEPTH OVER 5' DEEP (SEE NOTES) ENTRY REQUIRED (SEE NOTES) RAIL OPTIONAL FLOW THRU SPA NO SKIMMER 1'-6" NO LIMITATIONS TO SHAPE EXCEPT FOR DIVING OPTIONAL 12V LIGHT W/TRANS. 3 4" BRASSOR PVC (SEE NOTES) SKIMMER TYPICAL GR. FOR # 3 REBAR, 2' OUT WITH # 8 CU TO PUMP OPTIONAL DECK W/ 1 1 2" PITCH IN 10' GENERAL POOL PLAN N.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 CHANGE POOL SECTION DETAIL N.T.S.ES-4 SKIMMER REQUIRED FOR SPA WITH INDEPENDENT FILTRATION SYSTEM MAIN DRAIN REQUIRE (TAMPER PROOF/SEE NOTES) LIGHTING & BONDING SAME AS POOL NO LIMITATIONS ON SHAPE GENERAL SPA PLAN N.T.S. CIRCULATION LINE RAIL OPTIONAL STEPS OPTIONAL BS-4 SB836, 6-20-07 FOR BONDING AND GROUNDING SYSTEMS FOR SWIMMING POOLS, THE USE OF AN UNDERGROUND BONDING CONDUCTOR MADE OF #8 AWG. BARE SOLID COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW SUBGRADE, AND 18 TO 24 INCHES FROM INSIDE WALL OF A SWIMMING POOL OR SPA, IS DEEMED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO COMPLIANCE WITH s. 680.26(c) OF THE NATIONAL ELECTRICAL CODE. EQUIPMENTLOCATION RESIDENCE * MAIN DRAINS AS OF 12-19-08 ANSI/ASME A112.19.8-2007 POOL MIN. GRATE OPEN AREA = FLOW/17.8 FOR VELOCITY 6'/SEC CLEANER LINE PIPE SIZING CHART (MAXIMUM) SUCTION PRESSURE 35 GPM 60 90 135 235 65 GPM 105 147 230 396 PIPE 1 1 2" 2" 3" 4" 2 1 2 MAIN 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, FLORIDA BUILDING CODE 7TH EDITION-RESIDENTIAL AND NEC 2017. -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 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 ANSI/ASME A112.19.8.2009 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 1 1 2 FPS AND THE SUCTION PIPING IS RECESSEDFROM 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. 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 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 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 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). -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 TO MEET SECTONS 4501.17 -WASTE DISPOSAL TO COMPLY WITH SECTION 454.2.10 R403.10 (MANDATORY) POOLS & PERMANENT SPA ENERGY CONSUMPTION - THE ENERGY CONSUMPTION OF POOLS AND PERMANENT SPAS SHALL BE IN ACCORDANCE WITH SECTIONS R403.10.1 THROUGH 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 DESIGN REQUIREMENTS ARE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION, R4501,ANSI/APSP/ICC 3, ANSI/APSP/ICC 4, ANSI/APSP/ICC 5, AND ANSI/APSP/ICC 6 AND ANSI/APSP/ICC 7, ANSI/APSP/ICC 14, ANSI/APSP/ICC 15. STEEL AT SKIMMER BEAM DETAIL N.T.S. BEAM NOTCH-OUT OR CUT-OUT FOR SKIMMER BEND REBAR AROUND SKIMMER NOTCH-OUT FOR CONTINUOUS BEAM (2) #3 BARS (2" MIN. COVERAGE) POOL SHELL STEEL #3 BAR @ 12" O.C.E.W. SKIMMER 3" MIN. STEEL COVERAGE DS-4 PAVERS OR 4" DECK 3,000 psi (Min.) CONC. W/FIBER MESH FOOTING OPTIONAL 12" 12" 12" X 12" FOOTING W/(2) #5 BARS DECK FINISH PER 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 ON 12" CENTERS EITHER WAY, TIE ALT. INTERSECTIONS 15" MIN. OVERLAP. 2" MIN.COVERAGE ON STEEL W/CONC. TO ASTM A15. A16. ASTM A30-5 Structural subject to suitable soil conditions. COPING- CONFIRM WITH OWNER 8" 4"BEAM & "7" BAR OPTIONAL PROVIDE EXPANSION JOINT MATERIAL FOR POURED DECK CONDITION COPING & TILE- CONFIRM WITH OWNER POOL/SPA COMMON WALL (2 ROWS) #3 REBAR @ 6" O.C.E.W., STAGGERED POOL FINISH PER CONTRACT FINISH 3 8"MARCITE OR EXPOSED AGGREGATE 10"-12" WATERLINE POOL FINISH PER CONTRACT FINISH 3 8"MARCITE OR EXPOSED AGGREGATE 8" 6" 6"POOL SPA DECK FINISH PER CONTRACT (NON-SLIP) WATERLINE 12" 6" 8" 4" 8" POOL CS-4 Standard Residential Pooland/or Spa DesignCassandra- Nix970 Sailfish Dr.Atlantic Beach, FL 32233COMPLIES WITH FLORIDA BUILDING CODE, 7TH EDITION (2020)SAMUEL A. LIBERATORE, P.E. #55740october 4, 2023S-4CERTIFICATE OF AUTHORIZATION 27934G.B. COllINs ENGINEERING P.A.AQUATIC ENGINEERING CONSULTANTS32707 US HWY 19 NPALM HARBOR, FLORIDA 34684gb_collins@verizon.net(727)-442-8443COPYRIGHT PROTECTED: VA 2-282-326 Plumbing Plan Customer Info Revision Date: 11/15/2023 Date: 11/21/2023 Client Name: Cassandra- Nix Residence Date: 1/10/2023 Date: Date: Notes: - Maintain min. 1" step down from all doors & stucco/ siding band - Homeowner to provide power to pool equipment RE: Notes RE: RE: AWO 3 RE: AWO 2 RE: AWO 1 Project Manager: Company Info Address: 600 St. Johns Bluff Rd. N. City: Jacksonville State/Zip: Fl / 32225 Phone #: 904.223.4050 Fax #: 904.223.0735 E-mail: Info@pbjc.com License #: CPC 009595 & 1457425 & 1459376 & CBC 1263546 Deck Area: 275 ft² Lanai Area: n/a Pool Perimeter: 87' 5" Gallons: 10,694 gallons Pool Area: 396 ft² Address: 970 Sailfish Drive East Job #: 3241 Zip: 32233 Designer Name: Kyle / KP Builder: Residential Neighborhood: Atlantic Beach Specs Safety Spa Area: 39 ft² LST: 22 GPMs HST: 46 GPMs Dist to P/E: 45' Footer: n/a Spa Perimeter: 22' 1" SAFETY 1: Child Safety Fence PUMP #1: FILTER PUMP Branch Line:3" Trunk Line:2.5" Return Line:2.5" Skimmers:1 Jandy Pump: VSSHP220DV2A Jandy Filter: CS 250 Heater:JXi400PK Minimum TDH: ~54' Maximum Flow: 117 GPM's Customer Info Revision Layout Plan Hydraulics BENCHMARK TOP OF POOL BEAM SCALE:1/8"=1' TOP OF TILE Date: 11/15/2023 TOP OF COPING Date: 11/21/2023 Client Name: Cassandra- Nix Residence Date: 1/10/2023 Date: Date: Notes: - Maintain min. 1" step down from all doors & stucco/ siding band - Homeowner to provide power to pool equipment RE: Notes -4 3/4" RE: RE: AWO 3 -4 1/4" RE: AWO 2 RE: AWO 1 -3" Project Manager: Company Info N Address: 600 St. Johns Bluff Rd. N. 6' 3"6' 2"7' 9 " 10' 9"7' 5"9'7' 5"14' 4"9' 3" 1 3 ' 6 "12' 10"11' 3"11' 1"14' 4"26' 11"17'12' 1"14' 2"7' 6"17' 8"18' 10"25' 8"City: Jacksonville ACCESS OVERALL DIM: 14'-9" x 33'-9" SPA DIM: 7'-0" DIA. State/Zip: Fl / 32225 Phone #: 904.223.4050 AIRBLOWER Fax #: 904.223.0735 J-BOX PURELINK E-mail: Info@pbjc.com License #: CPC 009595 & 1457425 & 1459376 & CBC 1263546 Deck Area: 275 ft² Lanai Area: n/a Pool Perimeter: 87' 5" (2) 3'-0" x 3'-0" PADS Gallons: 10,694 gallons Pool Area: 396 ft² Address: 970 Sailfish Drive East Job #: 3241 Zip: 32233 Designer Name: Kyle / KP Builder: Residential Neighborhood: Atlantic Beach A/C R:4'-5" R:14'-3" R:2'-8" R:2'-3" R:3'-6" R:22'-0" R:6'-0" R:5'-1" R:6'-1" R:3'-0" Specs SHED Safety SHED Spa Area: 39 ft² LST: 22 GPMs HST: 46 GPMs Dist to P/E: 45' Footer: n/a Spa Perimeter: 22' 1" SAFETY 1: Child Safety Fence DOOR THRESHOLD 10'10'