1799 ATLANTIC BEACH DR POOL23-0029 engineeringjax_1OPTIONAL 12V LIGHT
WnRANS. Ji" BRASS
OR PVC (SEE NOTES)
FLOW THRU SPA
NO SKIMMER
SKIMMER
NO LIMITATIONS TO
SHAPE EXCEPT FOR
DIVING
TYPICAL GR. FOR # 3
REBAR, 2' OUT WITH
0 8 CU TO PUMP
OPTIONAL DECK W1
1 I4" PITCH IN I0'
STEPS
SKIMMER REQUIRED_
FOR SPA WITH
INDEPENDENT
FILTRATION SYSTEM
> MAIN DRAIN REQUIRE
SWIM -OUT OR LADDER
ENTRY REQUIRED (SEE NOTES) LINE IRC[iLATTDN (TAMPER PROOWSEENOI-ES)
REQUIRED (GR/#8 CU) > LIGHTING & BONDING SAME AS
WHERE DEPTH OVER POOL
_ 5' DEEP (SEE NOTES)
> NO LIMITATIONS ON SHAPE
RAIL OPTIONAL GENERAL SPA PLAN
GENERAL POOL PLAN N.T.S.
N.T.S.
Y-9" Min: EXCEPT FOR SEE N5PI S RE:
SLOPING ENTRIE8.4'-0"Mex. HANDHOLDS-----------
WATER—I
LINE
EXCEPTION: ROPE AND
FLOATS INSTALLED IF
LESS THAN 4'fi"
11,0° Max.
3 Max.
1F ----
81 Min. TO SLOPE CHANGE
POOL SECTION DETAIL
N.T.S.
SB2936, 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 IS 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.
PAVERS OR
FOOTING 4" DECK 2,500 DECK FINISH
OPTIONAL psi (Min.) CONC. PER CONTRACT
WRIBER MESH (NON -SLIP)
8" X 8" FOOTING BEAM & "T' BAR
8"
W/(2)#3 BARS OPTIONAL
OR(1)#5 BAR 6
6" Min. WALL & FLOOR THICKNESS. 3,500 psi (MIN.) CONC. #3 BARS ON
12" CENTERS EITHER WAY, TTP. ALT. INTERSECTIONS 15" NEN, OVERLAP.
2" MIN.COVERAGE ON STEEL WICONC, TO ASTM Al 5. A16. ASTM A30.5
Structural subject to suitable soil conditions.
POOL FINISH
PER CONTRACT
FB TISH X"
MARCITE OR
EXPOSED
AGGREGATE
POOL/SPA DECK BEAM WALL FLOOR
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 ANSI/ASMEA112.19.8-2009 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)S 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 ]0' 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.
SAMPLE ONLY, EACH APPLICATION FOR PERMIT SHALL
BE BASED ON A TOTAL DYNAMIC HEAD OF 60 ft.
Determine System Flow Rate:
Minimum Flow Rate Required: 35gpm per skimmer (Required: 1 Skimmer per 800 SO
Pool Volume: 500 sq. ft x 4 ave depth x 7.481 gaVcf = 15,000 gallons
Turnover Time in Hours: 6 hours x 60 minft= 360 minutes
Flow Rate: 15,000 gallons/ 360 minutes = 42_ gpm
PIPE SIZING CHART MAXIMUM
PIPE SUCTION PRESSURE
14"
35 GPM
65 GPM
T.
60
105
29
90
147
T.
135
230
4.
235
396
FOR POOLS WITH VOLUME -15,000 GALS,
PUMP: STARITE P6E6DL OR HAYWARD SUPER11
X HP 42 GPM 60' TURN
"TURNOVER RATE - 6 HOURS - 360 MINS.
FILTER: STARITE PTM 50,50 GPM OR
HAYWARD C751,75 GPM CAPACITY
MAIN DRAIN: HAYWARD W61048E
CLEANER: HAYWARD VAC LOC
MAIN SUCTION PIPE SIZE
SKIMMER SUCTION PB'E SIZE
CLEANERNAC RIPE SIZE
t n
n
RETURN SUCTION PTFE SIZE
• MAIN DRAINS AS OF 12 -IMS
ANSUASME A] 12,19.8.2007
POOL
C
MIN. GRATE OPEN AREA-FLOW/17.8
FOR VELOCITY 67SEC
EQUIPMENT
LOCATION
SPECIAL SPA REQUIREMENTS:
-MAXIMUM WATER DEPTH 41, 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 1T 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 SDC 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.
GENERAL DESIGN REQUIREMENTS
-DESIGN, CONSTRUCTION AND WORKMANSHIP
SHALL BE IN CONFORMITY WITH THE
REQUIREMENTS OF APSPACC 3, APSP/ICC 4, APSPACC 5,
AND APSPACC 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 900 SQUARE FEET
OF SURFACE AREA.
-APPROVED MANUFACUTRED INLET FITTNGS FOR THE
RETURN OF RECIRCULATED POOL WATER SHALT. 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 -221.56 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 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/APSPACC 3,
ANSVAPSP/ICC 4, ANSi/APSP/ICC 5, AND ANSVAPSP/ICC 6 AND
ANSI(APSP/ICC 7, ANSI/APSP/ICC 14, ANSI/APSP/ICC 15.