970 SAILFISH DR POOL23-0033 - Eseal - PBJC_1SWIM-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" BRASS
OR 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.AAA
S-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.
E
S-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
B
S-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.
EQUIPMENT
LOCATION
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 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.
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
D
S-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
C
S-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