HomeMy WebLinkAboutPool & Spa DesignNC
ON
OPTIONAL 12V LIGHT
WTIRANS. 34" BRASS
OR PVC (SEE NOTES)
SPA
RI - I IT�— SKIMMER
NO LIMITATIONS TO
SHAPE EXCEPT FOR
DIVING
SWIM -OUT ORLADDER ENTRY REQUIRED
REQUIRED (GR/48 CU) (SEE NOTES)
WHERE DEPTH OVER
5' DEEP (SEE NOTES)
TYPICAL GR FOR N 3
REBAR, 2' OUT WITH
#8CUTOPUMP
I RAIL
GENERAL POOL PLAN OPTIONAL
N.T.S.
T-9" Min. EXCEPT FOR
SLOPING ENTRIES. 4'-0" Max SEE NSPI 5 RE:
HANDHOLDS
LINE
EXCEPTION: ROPE AND o,
FLOATSINSTALLEDIF v
LESS THAN 4'-6"
V Max
Radius
OPTIONAL DECK W/
1 YF PITCH IN 10'
RAIL
SKIMMER REQUIRED_
FOR SPA WITH
INDEPENDENT
FILTRATION SYSTEM
N
STEPS
/1NOL
\DRAINREQUIRE
CIRCULATTON ORSEE NOTES)
LINEBONDING SAME AS
POOL
ONS ON SHAPE
GE RAL SP PLAN
N.T.S.
REVIEWE��.�A��E
D®DE COMPLIANCE
BO
7 Max
1� 1I.0° Max.
3 Max
8'Min. TO 1�
SLOPE POOL SECTIONDETAIL
N.T.S.
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
i 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.
PAVERS OR 4" DECK
FOOTING 3,000 psi (Mn.) CONC. DECK FINISH
OPTIONAL W/ 93 BAR, 30" O. PER CONTRACT
(NON -SLIP)
8"
8" X 8" FOOTING BEAM & "7" BAR
8"47_ W/(2) #3 BARS OPTIONAL
OR (1) #5 BAR
6" Min. WALL & FLOOR S. 3,000 psi (MIN.) CONC. #3 BARS ON
12" CENTERS EITHER W ALT. INTERSECTIONS 15" MIN. OVERLAP.
2" MIRCOVERAGE E W/GONG. TO ASTM AIS. A16. ASTM A30-5
20 subject to suitable soil conditions.
'OOIWA, DECK, BEAM, W
®� N.T.S.
POOL FINISH
PER CONTRACT
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/ASME Al12.19.8.2009 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 Y2 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:
-WIlUNG 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, I BOX 4' FROM POOL,
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 gal/cf = 15,000 gallons
Turnover Time in Hours: 6 hours x 60 min/hr = 360 minutes
Flow Rate: 15,000 gallons / 360 minutes = 42— gpm
PIPE SIZING CHART (MAXW
N )
PIPE
SUCTION
PRESSURE
I ii"
35 GPM
65 GPM
2°
60
105
2 Y�
90
147
3"
135
230
4"
235
396
FOR POOLS WITH VOLUME=15,000 GALS.
PUMP: STARITE P6E6DL OR HAYWARD SUPERI
as 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 W6104SE
CLEANER: HAYWARD VAC LOC
FINISH MARC I F
r IT 1�_ MARCTTEOR
EXPOSED MAIN SUCTION PIPE SIZE 2"
AGGREGATE
SKIMMER SUCTION PIPE SIZE 2"
CLEANER/VAC PIPE SIZE 121" FLOOR RETURN SUCTION PIPE SIZE IL
• MAIN DRAINS AS OF 12-19-08
ANSI/ASME Al 12.19.8-2007
w POOL
0
MIN. GRATE OPEN AREA = FLOW/17.8
FOR VELOCITY G/SEC
CLEANER
LINE
,4a
O
RECEIVED
APR 14 2021
F4.Im1 .�'
SZ. LUCie County
EQUIPMENT RESIDENCE
LOCATION
ZI09 rJ)-7A
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
INTE Y OUR
TURN O OVER.
T'
-MEET SP
INS N IGNS.
-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 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 (6 10
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.
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 ANSFUL1081
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 TILE
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 W.
-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.
IT HAS BEEN CERTIFIED THAT THESE DESIGN
FLORIDA BUILDINQUIREMENTS G C CO, �[LL�1',t�Q
SivsP/ICC 3,
ANSI/APSP/ICC4,ANSI/ SUAPSP/ICC 6 AND
ANSI/APSP/ICC 7, ANSI/APSP/ICC 14, ANSUAPSP/ICC 15.
COMPLIES WITH FLORIDA BUILDING CODE, 7TH EDITION (2020)
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