1685 Atlantic Beach Dr - POOL25-0020 ENGINEERING REV 6-25-25CONSTRUCTION CODE REQUIREMENTS
THESE PLANS WERE PREPARED AND SHALL COMPLY WITH THE
a. FLORIDA STATE:
- 2023 FLORIDA BUILDING CODE 8th EDITION, RESIDENTIAL, CHAPTER NO. 45, SECTION: R4501
- 2023 FLORIDA BUILDING CODE 8th EDITION, ENERGY CONSERVATION, CHAPTER NO. 4
SECTION: R403.10 POOLS AND PERMANENT SPA ENERGY CONSUMPTION (MANDATORY)
SECTION: R403.11 PORTABLE SPA (MANDATORY)
SECTION: R403.12 RESIDENTIAL POOL AND PERMANENT SPA
- 2023 FLORIDA STATUTES, CHAPTER NO. 515 RESIDENTIAL SWIMMING POOL SAFETY ACT
b. FEDERAL GOVERNMENT:
- 2014 ANSI/ APSP/ ICC -3: AMERICAN NATIONAL STANDARD FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS SWIM SPAS R4501.6.1
- 2012 ANSI/ APSP/ ICC -5: AMERICAN NATIONAL STANDARD FOR RESIDENTIAL INGROUND SWIMMING POOLS R4501.6.1
- 2020 ANSI/APSP/ICC-7: AMERICAN NATIONAL STANDARD FOR SUCTION ENTRAPMENT AVOIDANCE IN SWIMMING POOLS, WADING POOLS,
SPAS, HOT TUBS AND CATCH BASINS R4501.6.1, R4501.6.3, R4501.6.6
- 2013 ANSIIASHRAE-15: SAFETY STANDARDS FOR REFRIGERATION SYSTEMS.
- 2012 ANSI/ APSP/ ICC 4-12 AMERICA NATIONAL STANDARD FOR ABOVE -GROUND/ ON -GROUND RESIDENTIAL SWIMMING POOLS R4501.6.1.
- 2013 ANSI/APSP/ ICC 6-13 AMERICA NATIONAL STANDARD FOR RESIDENTIAL PORTABLE SPAS AND SWIM SPAS
- 2020 NATIONAL ELECTRICAL CODE (NEC) ARTICLE NO. 680
IMPORTANT NOTE:
POOL CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO ALL ABOVE LISTED CODE REQUIREMENTS
AS WELL AS ANY ADDITIONAL REQUIREMENTS PER LOCAL MUNICIPALITY THAT MAY BE MORE STRINGENT
THAN THE ABOVE LISTED CODES REQUIREMENTS.
GENERAL POOL I SPA REQUIREMENTS:
-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.
- SEE ANSI/ NSPI-5 FOR DIVING WATER ENVELOPS.
-SLIDERS SHALL ALSO MEET THE MANUFACTURER'S INSTALLATION REQUIREMENTS.
- LADDER OR STAIRS ARE TO BE PROVIDED. ENTRY/ EXIT REQUIRED AT THE SHALLOW END AND DEEP END IF OVER 5 FEET DEEP
ACCEPTABLE ARE STAIRS (10" MINIMUM TREAD WITH 240 SQUARE INCH MINIMUM AREA, 12" RISER WITH
INTERMEDIATE TREADS AND RISERS UNIFORM). LADDERS, UNDERWATER SEATS, AND SWIM -OUTS (MAXIMUM 20" BELLOW WATERLINE
- OUTDOOR SWIMMING POOLS ARE TO HAVE BARRIERS THAT COMPLY WITH THE FLORIDA BUILDING CODE.
ALL WALL SURROUNDING INDOOR SWIMMING POOLS SHALL COMPLY WITH THE FLORIDA BUILDING CODE.
- FINAL ELECTRICAL, AND BARRIER CODE, INSPECTIONS SHALL BE COMPLETED PRIOR TO FILING THE POOL WITH WATER.
SPECIAL SPA REQUIREMENTS:
MAXIMUM WATER DEPTH 4', MAXIMUM SEAT DEPTH 28".
FLOOR SLOPE 1:12
MIN. TREAD 10"X 12" MAX. RISER.
INTERMITTENTLY THE SPA SHALL HAVE A ONE HOUR TURNOVER, IF CONTINUOUS ASIX HOUR TURN OVER.
MAXIMUM TEMPERATURE 104 DEGREES.
GENERAL STRUCTURAL NOTES:
1. THE MINIMUM CONCRETE COVER FOR #3 REBAR IS TO BE 2".
2. CONTINUOUS #3 REBAR SPLICES SHALL BE 18" (40 BAR DIAMETERS) MINIMUM LAP,
STEEL TO BE BENT, LAPPED, AND PLACED IN CONFORMANCE WITH A.C.J. STANDARDS AND SPECS.
3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF NOT LESS THAN 3000 PSI AT 28 DAYS U.N.O.
ELECTRICAL REQUIREMENTS:
- WIRING AND BONDING AND ALL ELECTRICAL SHALL CONFORM TO NEC ARTICLE 680.
- NO OUTLET OR OVERHEAD POWER WITHIN 10', IF WITHIN 15' PROJECT WITH GFI.
- BRASS FITINGS TO J -BOX OR TRANSFORMER WHICHEVER IS FIRST WHICHEVER IS FIRST, EXCEPT WHERE PVC IS APPROVED.
- BONDING GRID PER NEC 680.26
OR
- NEC, 680,26 (B) (2) (b) ALTERNATE MEANS EQUIPOTENT BONDING CONDUCTOR MUST FOLLOWING REQUIREMENTS:
(1) 8 AWS BARE SOLID COPPER BONDING CONDUCTOR
(2) THE BONDING CONDUCTOR MUST FOLLOW THE CONTOUR OF THE PERIMETER SURFACE
(3) LISTED SPLICING DEVICES
(4)' BONDING CONDUCTOR MUST BE 18 TO 24 INC. FROM THE INSIDE WALLS OF THE POOL
(5) BONDING CONDUCTOR MUST BE WITHIN OR UNDER THE PERIMETER SURFACE 4 TO 6 IN.
BELOW THE SUBGRADE.
- ALL CONTROL ENCLOSURES (INCLUDING ACCESSORY ELECTRONIC EQUIPMENT WITH METAL ENCLOSURES), PUMP MOTORS, HEATERS,
LIGHTS, LIGHT TRANSFORMERS, HANDRAIL AND LADDER DECK ANCHORS, WINDOW AND DOOR FRAMES WITHIN 5 FEET OR LESS OF THE
WATER'S EDGE ARE TO BE GROUNDED IN ACCORDANCE WITH ARTICLE 680 OF THE 2020 NEC.
- ALL POOL PUMP MOTOR'(S) TO HAVE GFCI PROTECTION (NEC 680.22 (B), FBC SECTION 27), AND FRC 4101.16
VELOCITY AND FLOW RATE NOTES:
- WATER VELOCITY IN FIELD -FABRICATED PIPING IS BASED ON THE MAXIMUM SYSTEM FLOW RATE.
MAXIMUM WATER VELOCITY IN BRANCH SUCTION PIPING SHALL BE LIMITED TO FEET PER SECOND (FPS)
WHEN ONE OF A PAIR IS BLOCKED. IN NORMAL OPERATION THEN, THE BRANCH SUCTION PIPING VELOCITY
3 FEET PER SECOND. ALL OTHER SUCTION PIPING VELOCITIES SHALL BE 8 FPS FOR RESIDENTIAL POOLS.
- THE MAXIMUM SYSTEM FLOW RATE SHALL BE DETERMINED BY ONE OF THE FOLLOWING:
TDH CALCULATION FOR THE CIRCULATION SYSTEM OF EACH PUMP, OR A SIMPLIFIED TDH CALCULATION. DETERMINES THE MAXIMUM
SYSTEM NOW RATE USING THE SHORTEST DISTANCE BETWEEN THE POOL AND THE PUMP. OMITTING THE CALCULATIONS FOR FIT
LINGS/ VALVES, AND USING THE BEST PERFORMANCE RATINGS FOR FILTERS AND HEATERS: OR
THE MAXIMUM FLOW CAPACITY OF THE PUMP, WHICH SHALL BE LIMITED BY THE CRITERIA OF ANSI/APSP/ICC-7 SEC. 4.4.
FILTERS
FILTER SIZE TO BE DETERMINED BASED ON CALCULATED FLOW RATE (GPM) DIVIDED BY
THE FOLLWING FILTER CAPACITY (PER APSP -15):
A. CARTRIDGE = 0.375
B. SAND= 15
C. D.E.=2
- FILTER BACKWASH VALVE (WHEN USED) MUST BE 2" (MIN.)
OR DIAMETER OF THE RETURN PIPE, WHICHEVER IS GREATER.
EQUIPMENT/PIPING REQUIREMENTS:
-THE MAXIMUM SYSTEM FLOW RATE "SEE TDH CALCULATIONS FOR NOTES".
- EQUIPMENT FOUNDATIONS AND ENCLOSURES ALL POOL MOTORS AND EQUIPMENT SHALL BE INSTALLED IN COMPLIANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS.
-ACCESSIBILITY AND CLEARANCE, EQUIPMENT SHALL BE SO INSTALLED AS TO PROVIDE READY ACCESSIBILITY FOR CLEANING, OPERATING,
MAINTENANCE AND SERVICING.
-CIRCULATION SYSTEMS, COMPONENTS AND EQUIPMENT SHALL COMPLY WITH NSF 50.
- THE MAXIMUM TURNOVER RATE IS 12 HOURS.
ALL FILTERS SHALL HAVE AN AIR RELEASE AND PRESSURE GAUGE.
SURFACE SKIMMERS SHALL MEET NSF 50 AND THERE SHALL BE ONE FOR EVERY 800 SQUARE FEEL OR SURFACE AREA ANDA 25 GPM
MINIMUM EACH.
- RETURN INLETS SHALL BE A MINIMUM OF ONE FOR EVERY 300 SQUARE FEET, RETURN VELOCITY 10FT/S, SPACING OF 10 FEET MINIMUM
APART, EXCEPT THERAPY JETS AND SWIM JETS.
- HYDROSTATIC RELIEF DEVICE, IN AREAS OF ANTICIPATED WATER TABLE AN APPROVED HYDROSTATIC REFIEF DEVICE SHALL BE INSTALLED.
VALVES SHALL BE APROVED BY THE FLORIDA BUILDING CODE.
HEATER SHALL MEET ANSE-Z21.56 OR UL 1261 OU UL 559 AND ANSI/APSP.
- DISINFECTANT EQUIPMENT SHALL COMPLY WITH NSF -50 ANSI/NSPI-4 AND ANSI/NSPI-5 BYPASS ON HEATERS.
- PRIMER AND GLUE ON EXPOSED ABOVE -GROUND ARE PIPING NOT REQUIRED TO BE COLORED.
-PIPING SHALL BE SCHEDULE 40 PVC, NSF -PW, MAXIMUM PRESSURE VELOCITY 10 FT/S, AND SUCTION 8 FT/S.
- MAIN DRAINS ARE OPTIONS "SEE TDH CALCULATIONS" OF THIS SET FOR DETAILS AND SPECIFICATIONS.
- VACCUM CLEANER SUCTION FITTINGS SHALL BE PROTECTED BY A PERMANENTLY SELF-CLOSING FLAPPER VALVE MEETING ANSI/ASME
Al 12.12.8M AND ANSI/APSPlICC-7
ALL RETURN INLETS MUST BE DIRECTIONAL INLET FITTINGS.
-THE FOLLOWING SHALL BE LABELED AT THE CIRCULATION EQUIPMENT LOCATION:
PIPE
VALVES
PUMP(S) OFF SWITCH
- WHERE REQUIRED MEET 2023 FBC GAS AND MECHANICAL CODES (OR CODES CURRENTLY ENFORCER WITH MUNICIPALITY)
ENTRAPMENT PROTECTION FOR SUCTION OUTLETS:
- ENTRAPMENT PROTECTION FOR SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF ANSI/APSP/ICC-7.
PUMPS:
-HAIR AND LINT STRAINERS ARE TO BE USED WITH RECIRCULATION SYSTEMS.
-FILTRATION PUMPS TO BE SIZED (BASED ON CALCULATED FLOW RATE IN GPM) TO TURNOVER POOL VOLUME IN SIX (6) HOUR MINIMUM OR
36 GPM (MIN.) WHICHEVER IS GREATER.
-FILTER COMPONENTS SHALL HAVE SUFFICIENT CAPACITY TP PROVIDE A COMPLETE TURNOVER OF POOL WATER IM TWELVE (12) HOUR OR
LESS.
- RECIRCULATION PUMPS LESS THAN ONE HORSEPOWER (1 HP) SHALL BE TWO OR MORE PUMPS WITH ADEQUATE CONTROLLER. THE
DEFAULT CIRCULATION MUST BE THE RESIDENTIAL FILTRATION (SLOWER) SPEED. THE SIMPLIFIED TOTAL DYNAMIC HEAD SHEET TO BE
CALCULATED AND PLUMBING SIZE DETERMINED BASED ON (HIGHER) SPEED. THE HIGHER SPEED OVERRIDE
IS NOT TO EXCEED ONE NORMAL DAY'S CYCLE OR 24 HOURS, WHICHEVER IS LESS I.E.: CONTROLLER RESETS PUMP TO
SLOWER SPEED AT THE START OF THE NEXT CIRCULATIONS CYCLE.
- PUMPS THAT ARE USED FOR CIRCULATION ONLY (WITHOUT FILTRATION). SPA THERAPY PUMPS OR WATER FEATURE PUMPS ARE "EXEMPT"
FROM THIS REQUIREMENT.
- POOL FILTRATION PUMPS SUCTION LINE (BEFORE PUMP) SHALL HAVE A STRAIGHT LENGHT OF PIPE (4 PIPE DIAMETERS MIN.) I.E.: 2" SUCTION
LINE SHOULD HAVE (4 X 2" DIA.) 8" OF STRAIGHT PIPE FOM SUCTION INLET TO THE FIRST PVC FITTING.
SUCTION TYPE - SKIMMER I VACUUM NOTES:
- WHEN MAIN DRAINS ARE NOT INCLUDED, THE SKIMMER OR SURFACE OVERFLOW MUST BE
HYDRAULICALLY DESIGNED TO THE MAXIMUM FLOW RATE OF THE POOL. SKIMMERS SHALL BE VENTED TO ATMOSPHERE THROUGH
OPENINGS IN THE LID, OR THROUGH A SEPARATE VENT PIPE, DESIGNED IN ACCORDANCE WITH ANSI/PHTA/ICC -7 SECTION 4.5.
SKIMMER EQUALIZER LINES SHALL NOT BE USED ON NEW CONSTRUCTION. EXISTING EQUALIZER(S) SOFAS SHALL COMPLY
WITH ALL REQUIREMENTS OF ANSI/APSP/ICC-7, INCLUDING THE PROPER INSTALLATION OF A CERTIFIED SOFA.
IF SKIMMER EQUALIZER LINES DO NOT COMPLY WITH THESE REQUIREMENTS, THEY SHALL BE CAPPED OFF OR REMOVED.
- WALL VACUUM FITTING (S). WHEN USED, VACUUM CLEANER FITTING(S) SHALL BE LOCATED IN AN ACCESSIBLE POSITION(S) AT LEAST
6 INCHES (152 MM) AND NO GREATER THAN 12 INCHES (457 MM) BELOW THE WATER LEVEL AND THE SELF-CLOSING, SELF -LATCHING
FITTING SHALL COMPLY WITH IAPMO SPS-4.IN ADDITION, THE VACUUM PIPING SHALL BE EQUIPPED WITH A VALVE
TO REMAIN IN THE CLOSED POSITION WHEN NOT IN USED.
SUCTION TYPE - MAIN DRAIN / SUBMERGED SUCTION OUTLET NOTES:
- DUAL OUTLETS, I.E., TWO LISTED SUCTION OUTLETS, ARE PIPED TO A SINGLE, COMMON SUCTION LINE TO THE PUMPS(S). THE TEE
FEEDING FROM THE COMMON LINE BETWEEN THE SUCTION OUTLETS, TO THE PUMPS(S) SHALL BE LOCATED APPROXIMATELY MIDWAY.
- BETWEEN THE OUTLETS WITH NOW OUT OF THE BRANCH OF THE TEE. THE FLOW RATING OF EACH COVER/
GRATE SHALL BE AT LEAST EQUAL TO THE SYSTEMS MAXIMUM FLOW RATE.
- DUAL OUTLETS SHALL BE SEPARATED BY A MINIMUM OF 3 FEET (914 MM) MEASURED FROM CENTER TO CENTER OF THE SUCTION PIPES
OR LOCATED ON TWO (2) DIFFERENT PLANES, I.E. ONE (1) ON THE BOTTOM AND ONE (1) ON THE VERTICAL
WALL, OR ONE (1) EACH ON TWO (2) SEPARATE VERTICAL WALLS.
- THREE OR MORE LISTED SUCTION OUTLETS ARE PIPED IN PARALLEL TWO OF THE OUTLETS SHALL BE PIPED WITH THE TEE FEEDING
THE SUCTION LINE TO THE PUMP(S) LOCATED APPROXIMATELY MIDWAY BETWEEN THE TWO OUTLETS. THE ADDITIONAL OUTLET (S)
SHALL BE PERMITTED WHEN PIPED ACCORDING TO ANSI/APSP-7.
- A SINGLE LISTED CHANNEL OUTLET SHALL BE CONSIDERED ACCEPTABLE IF THE SIZE OF THE PERFORATED AREA IS 3" OR GREATER IN
WIDTH AND 31" OR GREATER IN LENGTH.
- SINGLE OUTLET SWIM -JET SYSTEMS CONSIST OF A COMBINATION FITTING THAT INCORPORATES A SUCTION OUTLET AND INLET IN A
SINGLE HOUSING THAT IS DESIGNED TO MOVE A LARGE VOLUME OF WATER AT HIGH VELOCITY IN A SINGLE DIRECTION. SUCH SYSTEMS
SHALL BE TESTED AND LISTED BY A NATIONALLY RECOGNIZED TESTING LABORATORY AS CONFORMING TO THE MOST RECENT EDITION
OF ASME/ ANSI 112.19.8 AND INCLUDE A PERMANENTLY MARKED FLOW RATING TESTED TO PREVENT HAIR ENTRAPMENT. THEY ARE NOT
GOVERNED BY THE VELOCITY LIMITATIONS OF ANSI/ APSP-7-4.4.
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SHEET NO.
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DESIGN DATE: 05/13/2025
REVISION 1: DATE
REVISION 2: DATE
DRAWN BY: JA -RJ
SCALE: NTS
SHEET:
01
(CONTRACTOR TO I—Im
LOW EST POIN- \
OF STRUCTURE \
CLOSEST TO POOL \\\-
LOWEST POINT OF POOL,
A: THE POOL'S CLOSEST POINT TO THE STRUCTURE CLOSEST TO STRUCTURE
B: ANGLE OF REPOSE (NOT TO EXCEED 45 DEGREES)
FIR ISMA EXCAVATION NEAR FOUNDATIONS(CONTRACTOR TO PROVIDE(:
EXCAVATION FOR ANY PURPOSE SHALL NOT REDUCE VERTICAL OR LATERAL SUPPORT FOR ANY
FOUNDATION OR ADJACENT FOUNDATION WITHOUT FIRST UNDERPINNING OR PROTECTING THE
FOUNDATION AGAINST DETERMENTAL LATERAL OR VERTICAL MOVEMENT, OR BOTH.
ANGLE OF REPOSE (A.O.R.) TYP. DETAIL
REFER SPECIAL STRUCTURAL NOTES (THIS SHEET) FOR THE
ANGLE OF REPOSE CASE AT THE LOCATIONS AS LISTED BELOW
1) HORIZONTAL DISTANCE 7A- IS LESSER THAN WATER DEPTH (W.D
2) HORIZONTAL DISTANCE "d" IS LESSER THE VERTICAL DEPTH "D".
ENTRY/ EXIT REQUIRED AT THE SHALLOW END AND DEEP END IF OVER
5 FEET DEEP. ACCEPTABLE ARE STAIRS (10' MINIMUM TREAD WITH
240 SQUARE INCH MINIMUM AREA 1T RISER (MAX.) WITH INTERMEDIATE
TREADS AND RISERS UNIFORM). LADDERS, UNDERWATER SEATS. AND
SWIM -OUTS (MAXIMUM 20': BELLOW WATERLINE).
THE NUMBERS OF RETURN INLETS SHALL BE BASED ON A
MINIMUM OF (1) RETURN INLET PER 300 SQ. FT. OF POOL
SURFACE AREA OR FRACTION THEREOF.
APPROVED SURFACE SKIMMERS ARE REQUIRED AND SHALL BE
INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S
INSTALLATION INSTRUCTIONS.
SKIMMERS SHALL BE INSTALLED ON THE BASIS OF ONE PER 800
SQUARE FEET (74 M2) OF SURFACE AREA OR FRACTION THEREOF.
AND SHALL BE DESIGNED FOR A FLOW RATE OF AT LEAST
,. 25 GALLONS PER MINUTE (GPM) (1.6 US) PER SKIMMER.
ENTRAPMENT PROTECTION FOR SUCTION OUTLETS SHALL BE
INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF
ANSI/APSP/ICC-7 & FBC R4501.6.6.
BLOCKABLE DUAL OUTLETS (MAIN DRAINS) SHALL BE SEPARATED
BY A MINIMUM OF 3 FEET MEASURED FROM CENTER TO CENTER OF
THE SUCTION OUTLET FITTING ASSEMBLY (SOFA) OR LOCATED ON
TWO (2) DIFFERENT PLANES I.E.. ONE (1) ON THE BOTTOM AND ONE (1)
ON THE VERTICAL WALL. OR ONE (1) EACH ON TWO (2) SEPARATE VERTICAL
WALLS. SUCTION OUTLETS SHALL NOT BE INSTALLED IN SATING AREAS.
AN UNBLOCKABLE SOFA REQUIRES THAT THE SUCTION OUTLET FITTING
ASSEMBLY (SOFA) BE CERTIFIED AS UNBLOCKABLE" AND BE DESIGNED
BY THE MANUFACTURER AS UNBLOCKABLE. AND THE MANUFACTURER'S
INSTRUCTIONS MUST STATE THE SOFA IS AUTHORIZED FOR USE AS AN
UNBLOCKABLE IN ACCORDANCE WITH ANSI/ APSP/ ICC - 16 2017.
ANY GLAZING WITHIN 5 FT. OF POOL SHALL BE SHALL
CONFORM TO FBC 8308.4.5.
WHERE A WALL OF DWELLING SERVES AS PART OF THE BARRIER, ONE
OF THE FOLLOWING SHALL APPLY:
1) ALL DOORS AND WINDOWS PROVIDING DIRECT ACESS FROM THE
HOIv]E/ DWELLING TO THE POOL SHALL BE EQUIPPED W/ AN EXTT
ALARM COMPLYING W/ UL 2017.
2) ALL DOORS PROVIDING DIRECT ACCESS FROM THE HOME TO THE
POOL MUST BE EQUIPPED W1 SELF-CLOSING. SELF -LATCHING DEVICE
W/ POSITIVE MECHANICAL LATHCING/ LOCKING INSTALLED A MIN. OF
54 INCHES ABOVE THE THRESHOLD, WHICH IS APPROVED BY THE AUTHORITY
HAVING IURIDICTION.
3) A SWIMMING POOL ALARM THAT COMPLIES TO ASTM STANDARD F2208.
OUTDOOR RESIDENTIAL SWIMMING POOLS SHALL BE PROVIDED WITH
A BARRIER COMPLYING WITH FBC R4501.17.I.I THROUGH R4501.17. 1.14.
EQUIPOTEMIAL BONDING SHALL CONFORM TO 2020 NEC SECTION 680.26.
FOR ALL WALKING SURFACES LOCATED MORE THAN 30"
ABOVE GRADE, GUARDS SHALL BE PROVIDED PER FBC 8312.
AN APPROVED HYDROSTATIC REFIEF DEVICE SHALL BE INSTALLED
AT THE LOCATION OF HIGH GROUNDWATER TABLE.
SCOPE OF WORK:
RESIDENTIAL SWIMMING POOL ENGINEERING
(POOL NOT DESIGNED FOR DIVING)
POOL PLAN
NOTE:
1. THIS POOL HAS BEEN DESIGNED WITH THE CONSIDERATION THAT THE POOL DECK WILL BE LEVEL WITH THE SURROUNDING GRADE.
2. CONTRACTOR SHALL VERIFY THE DECK DIMENSIONS, ELEVATIONS, AND MAY REQUIRE TO PROVIDE A SPEPARATE SITE PLAN.
EXISTING RESIDENCE
NOTE:
TYP. WATER DEPTH AT SUNSHELF = 6"- 9"
SEE STRUCTURAL NOTES ABOVE.
WATERLINE —( PER PLAN-�I
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1) WHEN PROVIDED SHALL BE AT 20" MAX.
BELOW THE WATERLINE AS SHOWN. AND
SHALL BE VISUALLY SET APART FROM THE POOL.
2) MIN. UNOBSTRUCTED WAKLING SURFACE
OF 240 SQ. INCHES.
WATERLINE
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POOL/ SPA STRUCTURAL AND SITE NOTE:
(CONTRACTOR TO VERIFY, AND CONSULT ENGINEERS OTHERWISE)
-- —
► GENERAL SITE NOTES:
- BASED ON THE DIGITAL REPRESENTATION OF FEMA FLOOD MAPPING,
THIS SITE APPEARS TO BE IN A FEMA FLOOD MAP ZONE
► GENERAL STRUCTURAL NOTES (ALSO SEE SPECIAL NOTE WHERE APPLICABLE):
- WALL/ FLOOR CONCRETE. SHORT -CRETE. AND GUNITE SHALL BE 3 000 PSI MINIMUM.
- REINFORCING STEEL SHALL BE ASTM A615 GRADE 60; MINIMUM CONCRETE COVER FOR REBAR
SHALL BE 3" MEASURED FROM SOIL FACE. UNLESS OTHERWISE NOTED.
- WALL AND FLOOR THICKNESS AND REINFORCING SHALL BE PROVIDED AS PER TABLE 1 BELOW.
TABLE 1:
TYPICAL WALLI FLOOR THICKNESS & REINFORCEMENT SCHEDULE U.N.O.
I
II� I ® SPECIAL STRUCTURAL NOTES (ANGLE OF REPOSE NOTE (A.O.R.) - WHEN APPLICABLE)
- AT THE LOCATION WHERE POOL IS WITHIN A.O.R OF EXISTING STRUCTURAL FOUNDATION,
PROVIDE 10" THICK NUN. POOL/ SPA WALL REINF. W/ 43 REBARS !- 6" EA. WAY;
PROVIDE 3" TYP. REBAR COVER MEASURED FROM SOIL FACE OF THE WALL. SEE NOTES BELOW.
SW I M O UT BENCH A) BEARING PRESSURE AT THE BOTTOM OF THE EX. FOUNDATION SHALL NOT EXCEED 2000 PSF
B) CONTRACTOR EX. FOUNDATION AGAINSTT THE DETRIMENTAL VL PROVIDE REQUIRED ER ICAL EXCAVATIONG FOR AND LATERAL MOVEMENT, OR BOTH.
AS PER FBC 1804.1
C) CONTRACTOR/ HOUSE E.O.R SHALL VERIFY THE CAPACITY OF EX. FOUNDATION TO BE ABLE I
TO SUPPORT THE PROPOSED POOL WHEN APPLICABLE.
N I
m ► DESIGN SOIL STATEMENT:
SOIL
SW S SMG AND GCSTRUCTURAL U ANLL THIN MINIMUM BEADATION HAS BEENIRING CAPACITY OF WITH UNIFIEGNED 2 00 PSFLAND BASEDON
ON THE 2023 FBC, 8TH EDITION - RESIDENTIAL TABLE R401.4.1 PRESUMPTIVE LOAD -BEARING
VALUES OF FOUNDATION MATERIALS OTHER SOILS OR CONDITION WILL REQUIRE GEO-TECHNICAL
EVALUATION AND ADDITIONAL ENGINEERING. I
PURSUANT TO THE 2023 FBC SECTION R401.4 WFIERE THERE IS A REASONABLE INDICATION
THAT EXPANSIVE, COMPRESSIBLE, SHIFTING OR OTHER QUESTIONABLE SOIL CHARACTERISTICS
ARE PRESENT AND/OR WHERE SHALLOW FOUNDATION WILL BAR ON COMPACTED FILL MATERIAL
MORE THAN 12" IN DEPTH. THE BUILDING OFFICIAL MAY REQUIRE A GEOTECHNICAL INVESTIGATION
L _ REPORT TO CONFIRM SUITABILITY OF THE SOIL FOUNDATION_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
10"42"j—� (2) #3 COM. REBARS
RAISED 12" MAX.n BEAM TOP
(WHEREAPPLICABLE)� r J –P00LDECK
REFER TYP. POOL
WALL DETAILS
TYPICAL POOL BEAM DETAIL
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POOL FLOOR SLOPES NOTE (ANSI/ APSP/ [CC -51
- THE SLOPE OF THE FLOOR FROM T. SHALLOW END WALL TOWARDS THE DEEP
AREA SHALL NOT EXCEED A 1:7 INCLINE TO THE POINT OF THE FIRST SLOPE CHANGE.
- CHANGES IN THE SLOPE BETWEEN SHALLOW AND DEEP AREAS SHALL BE AT A
MINIMUM WATER DEPTH OF 2 FT. 9IN. AND BE AT LEAST 6 FT. FROM SHALLOW END.
EXCEPT AS SPECIFIFIED IN PARA. 6.3 ANSI/APSP/ICCS "SWALLOW ENL( DETAILFOR
BEACH AND SLOPING ENTRIES".
- THE SLOPE OF THE FLOOR SHALL NOT EXCEED A 1:3 INCLINE FOR DEEPER AREA
AFTER 1 7 INCLINATION.
ANSU APSP- 5 SECTION 17.2 ROPE AND FLOAT:
- IN POOLS WHERE THE POINT OF FIRST SLOPE CHANGE (POINT D. FIGURE BELOW)
OCCURS IN WATER DEPTHS LESS THAN 4'4', A ROPE AND FLOAT ASSEMBLY SHALL
BE INSTALLED ACROSS THE WIDTH OF THE POOL GENERALLY PARALLEL TO. AND
AT A MIN. OF I FT. AND A MAX. OF 2 FT. ON THE SHALLOW SIDE OF THE CHANGE
IN FLOOR SLOPE.
WATERLINE
I �
PRINT"D" 6"(R MAK)1
I 7 J-
STEEPESTALLOWABLE T�
SLOPE BEFORE BREAK
3 I' STEEPEST ALLOWABLE 1
SLOPE BEFORE BREAK I G, MPT'
OE
I- fi'MIN.
ALLOWABLE POOL FLOOR & WALL GEOMETRY
WALL/ FLOOR REINFORCEMENT
MAX.WATER
WALL/ FLOOR SPACING (D.C. EACH WAY)
DEPTH
THICKNESS#3 REBAR 44 REBAR
I
DM
IS" MIN. SPLICE) (24"MIN. SPLICE)
0 LL
m =
64"
8" 8" 12"
II� I ® SPECIAL STRUCTURAL NOTES (ANGLE OF REPOSE NOTE (A.O.R.) - WHEN APPLICABLE)
- AT THE LOCATION WHERE POOL IS WITHIN A.O.R OF EXISTING STRUCTURAL FOUNDATION,
PROVIDE 10" THICK NUN. POOL/ SPA WALL REINF. W/ 43 REBARS !- 6" EA. WAY;
PROVIDE 3" TYP. REBAR COVER MEASURED FROM SOIL FACE OF THE WALL. SEE NOTES BELOW.
SW I M O UT BENCH A) BEARING PRESSURE AT THE BOTTOM OF THE EX. FOUNDATION SHALL NOT EXCEED 2000 PSF
B) CONTRACTOR EX. FOUNDATION AGAINSTT THE DETRIMENTAL VL PROVIDE REQUIRED ER ICAL EXCAVATIONG FOR AND LATERAL MOVEMENT, OR BOTH.
AS PER FBC 1804.1
C) CONTRACTOR/ HOUSE E.O.R SHALL VERIFY THE CAPACITY OF EX. FOUNDATION TO BE ABLE I
TO SUPPORT THE PROPOSED POOL WHEN APPLICABLE.
N I
m ► DESIGN SOIL STATEMENT:
SOIL
SW S SMG AND GCSTRUCTURAL U ANLL THIN MINIMUM BEADATION HAS BEENIRING CAPACITY OF WITH UNIFIEGNED 2 00 PSFLAND BASEDON
ON THE 2023 FBC, 8TH EDITION - RESIDENTIAL TABLE R401.4.1 PRESUMPTIVE LOAD -BEARING
VALUES OF FOUNDATION MATERIALS OTHER SOILS OR CONDITION WILL REQUIRE GEO-TECHNICAL
EVALUATION AND ADDITIONAL ENGINEERING. I
PURSUANT TO THE 2023 FBC SECTION R401.4 WFIERE THERE IS A REASONABLE INDICATION
THAT EXPANSIVE, COMPRESSIBLE, SHIFTING OR OTHER QUESTIONABLE SOIL CHARACTERISTICS
ARE PRESENT AND/OR WHERE SHALLOW FOUNDATION WILL BAR ON COMPACTED FILL MATERIAL
MORE THAN 12" IN DEPTH. THE BUILDING OFFICIAL MAY REQUIRE A GEOTECHNICAL INVESTIGATION
L _ REPORT TO CONFIRM SUITABILITY OF THE SOIL FOUNDATION_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
10"42"j—� (2) #3 COM. REBARS
RAISED 12" MAX.n BEAM TOP
(WHEREAPPLICABLE)� r J –P00LDECK
REFER TYP. POOL
WALL DETAILS
TYPICAL POOL BEAM DETAIL
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POOL FLOOR SLOPES NOTE (ANSI/ APSP/ [CC -51
- THE SLOPE OF THE FLOOR FROM T. SHALLOW END WALL TOWARDS THE DEEP
AREA SHALL NOT EXCEED A 1:7 INCLINE TO THE POINT OF THE FIRST SLOPE CHANGE.
- CHANGES IN THE SLOPE BETWEEN SHALLOW AND DEEP AREAS SHALL BE AT A
MINIMUM WATER DEPTH OF 2 FT. 9IN. AND BE AT LEAST 6 FT. FROM SHALLOW END.
EXCEPT AS SPECIFIFIED IN PARA. 6.3 ANSI/APSP/ICCS "SWALLOW ENL( DETAILFOR
BEACH AND SLOPING ENTRIES".
- THE SLOPE OF THE FLOOR SHALL NOT EXCEED A 1:3 INCLINE FOR DEEPER AREA
AFTER 1 7 INCLINATION.
ANSU APSP- 5 SECTION 17.2 ROPE AND FLOAT:
- IN POOLS WHERE THE POINT OF FIRST SLOPE CHANGE (POINT D. FIGURE BELOW)
OCCURS IN WATER DEPTHS LESS THAN 4'4', A ROPE AND FLOAT ASSEMBLY SHALL
BE INSTALLED ACROSS THE WIDTH OF THE POOL GENERALLY PARALLEL TO. AND
AT A MIN. OF I FT. AND A MAX. OF 2 FT. ON THE SHALLOW SIDE OF THE CHANGE
IN FLOOR SLOPE.
WATERLINE
I �
PRINT"D" 6"(R MAK)1
I 7 J-
STEEPESTALLOWABLE T�
SLOPE BEFORE BREAK
3 I' STEEPEST ALLOWABLE 1
SLOPE BEFORE BREAK I G, MPT'
OE
I- fi'MIN.
ALLOWABLE POOL FLOOR & WALL GEOMETRY
REVISION 1:
M
N
DATE
SHEET:
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DESIGN DATE:
05/13/2025
REVISION 1:
DATE
REVISION 2:
DATE
SHEET:
DRAWN BY:
JA -RJ
02
SCALE:
NTS
DECK OPTIONS
TROWEL CONCRETE (FRESH CONCRETE)
NOTE: ALL JOINTS SHALL BE
CONTRACTELESS THAN !!-PAVERS, POOL DECK PERIMETER
1/16" WIDE.
2% MIN./4%MAX
DECK SL E 112" COMPACTED SAND BED IN ACCORDANCE W/
MANUFACTURER'S INSTALATION SPECIFICATIONS
COMP3/8" EXPOSED AGGREGATE OR MARSITE FINISH
OR THE THE
12" MIN.. OR ?/� j
PAVERS ED\\ \\ \
V\/ EFER POOL/ SPA DETAILS
NOTE: THIS TYPE OF DECK FINISH (LAST ROW OF PAVERS) 3000 PSI CONCRETE AT 28 DAYS
TO BE USE ONLY IF NO ADDITIONAL LOADS WILL BE APPLIED
ON DECK (BEEN, FENCE, ETC.)
INTERLOCKING PAVERS, FOOTING AND TYP. DECK DETAIL
r110 LD SHALL BE PROV WIDE— THE
POOL EDGE IN ANY AREA WHERE THE WATER DEPTH
I EXCEEDS 4 FT. AS PER ANSI/APSP S SECTION 17.1
DRAIL - OPTIONAL
ERE APPLICABLE PER ANSI -5)
NE
RAILING ANCHOR SEL, STEP NOTE:
RISER = TE MAK (TVP.)
IN CONCRETE I. TREAD=10"-12"TYP.
/ I. -THE LAST RISER MAY EXCEED 121N. IF
+. .
WATER DEPTH IS OVER 48 IN. AT THAT POINT
\/ I ;• _ -TREADS MINIMUM UNOBSTRUCTED
#BGROUN %\ .F••' WALKING SURFACE 240 SO. INCHES.
WIRE AND CLAMP I ,
A V\
SET HANDRAIL IN BOTTOM TREAD-- \-COMPACTED FILL
USING QUICK DRY CEMENT GROUT
POOL STAIRS (TYP.) DETAIL
" 3000 PSI CONCRETE AT 28 DAYS
- STRUCTURAL REINFORCING STEEL RODS THAT ARE BONDED TOGETHER
6-10/10 W.W.M. OR FIBERCRETE IN CONCRETE
2% MIN./4% MAX
AM" W x 112"D TOOLED JOINT AROUND
DECK SLOPE
PERIMETER OF DECK
BE CONSIDERED CONDUCTIVE
"NOMINAL WATERLINE TILE
-�
ON NEW CONSTRUCTION. EXISTING EQUALIZER(S) SOFAS SHALL COMPLY WITH ALL
I .
REQUIREMENTS OF ANSVAPSP/ICC-7, INCLUDING THE PROPER INSTALLATION OF
o o
A CERTIFIED SOFA. IF SKIMMER EQUALIZER LINES DO NOT COMPLY WITH THESE
\\/\
318" EXPOSED AGGREGATE OR MARSITE FINISH
• I EE POOU SPA STRUCTUAL AND SITE NOTE (SHEET 02)
'I
---REFER POOL! SPA DETAILS
�• 3000 PSI CONCRETE AT 28 DAYS
TILE SKIMMER THROAT SKIMMER UNIT
3000 PSI CONCRETE AT 26 DAYS
POOL/ SPA CONC. DECK (TYP.) DETAIL
DRAIL - OPTIONAL
ERE APPLICABLE PER ANSI -5)
NE
RAILING ANCHOR SEL, STEP NOTE:
RISER = TE MAK (TVP.)
IN CONCRETE I. TREAD=10"-12"TYP.
/ I. -THE LAST RISER MAY EXCEED 121N. IF
+. .
WATER DEPTH IS OVER 48 IN. AT THAT POINT
\/ I ;• _ -TREADS MINIMUM UNOBSTRUCTED
#BGROUN %\ .F••' WALKING SURFACE 240 SO. INCHES.
WIRE AND CLAMP I ,
A V\
SET HANDRAIL IN BOTTOM TREAD-- \-COMPACTED FILL
USING QUICK DRY CEMENT GROUT
POOL STAIRS (TYP.) DETAIL
6-0" MIN.
SLOPE CH)
TYPICAL POOL/ SPA WALL AND FLOOR DETAIL
18" MIN. - 24" MAX.
7�1'NGROUND
SOLID BARE COPPER BOND WIRE
APPROVED CLAMPS 4" TO 6" BELOW
ENTIRE GRADE BOND TO ALL EQUIPMENT OF
PERIMETER POOLS &AND ALL PARTS LISTED
N NEC 680.26 (B).CONNECTIONS TO BONDED
PARTS SHALL BE MADE IN ACCORDANCE
II WIT
WATER LINE H NEC SECTION 250.8.
1,#8 SOLID BARE COPPER BOND WIRE
11 ATTACHED TO THE POOL REINFORCING
STEEL OR COPPER CONDUCTOR GRID OF
POOL SHELL - - CONDUCTIVE POOL SHELL AT A MIN. OF
FOUR (4) POINTS UNIFORMLY SPACED
AROUND THE PERIMETER OF THE POOL.
EQUIPOTENTIAL BONDING DETAIL
(2020 NEC SEC 680.26 (B) 2(b))
COMMON BONDING GRID PERMITTED TO BE:
- WHEN MAIN DRAINS ARE NOT INCLUDED, THE SKIMMER OR SURFACE OVERFLOW
- STRUCTURAL REINFORCING STEEL RODS THAT ARE BONDED TOGETHER
MUST BE HYDRAULICALLY DESIGNED TO THE MAXIMUM FLOW RATE OF THE POOL.
- SOLID COPPER CONDUCTOR NO. 8 OR LARGER
SKIMMERS SHALL BE VENTED TO ATMOSPHERE THROUGH OPENINGS IN THE LID,
.'NOMINAL WATERLINE TILE WATERLINE
OR THROUGH A SEPARATE VENT PIPE, DESIGNED IN ACCORDANCE WITH
BE CONSIDERED CONDUCTIVE
ANSI/PHTA/ICC -7 SECTION 4.5. SKIMMER EQUALIZER LINES SHALL NOT BE USED
-�
ON NEW CONSTRUCTION. EXISTING EQUALIZER(S) SOFAS SHALL COMPLY WITH ALL
I .
REQUIREMENTS OF ANSVAPSP/ICC-7, INCLUDING THE PROPER INSTALLATION OF
o o
A CERTIFIED SOFA. IF SKIMMER EQUALIZER LINES DO NOT COMPLY WITH THESE
e 'EXPOSED AGGREGATE OR MERSITE FINISH
REQUIREMENTS, THEY SHALL BE CAPPED OFF OR REMOVED.
• I EE POOU SPA STRUCTUAL AND SITE NOTE (SHEET 02)
'I
SKIMMER LID
�• 3000 PSI CONCRETE AT 28 DAYS
TILE SKIMMER THROAT SKIMMER UNIT
(NSF APPROVED - U3 SWIMQUIP. OR EQ.)
2'-9" EXCEPT FOR SLOPING ENTRIES 4'-0"
2-0
POOL DECK
L CEP -TION: ROPE AND FLOATS INSTALLED
EQUIPMENT
6 IF LESS THAN 4'-6" DEEP
-
. (� 2" MINIMUM COVER
APPROVED VALVE ASSEMBLY AND
z SELF RELEASING SPRING LOADED
-- _
CHECK VALVE
_
/��//\\\\\i\\•�\•�'_--'__•_-•_-�- •`�TO
FIXED METAL
#40 FOR POOL BONDING
FILTER PUMP
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6-0" MIN.
SLOPE CH)
TYPICAL POOL/ SPA WALL AND FLOOR DETAIL
18" MIN. - 24" MAX.
7�1'NGROUND
SOLID BARE COPPER BOND WIRE
APPROVED CLAMPS 4" TO 6" BELOW
ENTIRE GRADE BOND TO ALL EQUIPMENT OF
PERIMETER POOLS &AND ALL PARTS LISTED
N NEC 680.26 (B).CONNECTIONS TO BONDED
PARTS SHALL BE MADE IN ACCORDANCE
II WIT
WATER LINE H NEC SECTION 250.8.
1,#8 SOLID BARE COPPER BOND WIRE
11 ATTACHED TO THE POOL REINFORCING
STEEL OR COPPER CONDUCTOR GRID OF
POOL SHELL - - CONDUCTIVE POOL SHELL AT A MIN. OF
FOUR (4) POINTS UNIFORMLY SPACED
AROUND THE PERIMETER OF THE POOL.
EQUIPOTENTIAL BONDING DETAIL
(2020 NEC SEC 680.26 (B) 2(b))
COMMON BONDING GRID PERMITTED TO BE:
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- STRUCTURAL REINFORCING STEEL RODS THAT ARE BONDED TOGETHER
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- SOLID COPPER CONDUCTOR NO. 8 OR LARGER
by Richard E
AS PER NEC 680.26 (B) (1) EQUIPOTENTIAL BONDING: POURED CONCRETE. PHEUMATICALLY APPLIED OR SPRAYED
CONCRETE AND CONCRETE BLOCK WITH PAINTED OR PLASTERED COATINGS SHALL ALL
BE CONSIDERED CONDUCTIVE
MATERIALS DUE TO WATER PERMEABILITY AND POROSITY.
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JUNCTION DRAINS
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BOXES(6)
SHELLS
POOL &DECK
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RIENFORCING
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WATER
CIRCULATING
FENCE METAL,
EQUIPMENT
DOOR FRAMES,
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ECT <5 FT
WATER
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HEATER (6)
NOTE: REFER GENERAL NOTES
FIXED METAL
#40 FOR POOL BONDING
EQUIPOTENTIAL BONDING DETAIL —5 FT
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OPTION A OPTION B
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SKIMMER DETAIL N.T.S.L -----
oo 7�
POOL LIGHT JUNCTION BOX
YARD BY OPTION C OPTION D
K p
PATIO. EQUIPMENT
mGENERAL NOTES:
WATERLINE JJ 12 VAC FROM (a) D= INSIDE DIAMETER OF PIPE
----1 (b) ALL DIMENSIONS SHOWN ARE MINIMUMS
z POWER SUPPLY (C) A BROKEN LINE (---) INDICATES SUGGESTED STP CONFIGURATION
� g SIZE AS DETERMINED 8V
_•;. LICENSED ELECTRICIAN
UNDERWATER LIGHT 1" PVC CONDUIT LISTED SUCTION OUTLET
. 40 PVC SLEEVE (GRATE & FRAME) INTERIOR POOL FINISH
POOL FINISH
LISTED SUCTION SUMP GUNITE OR SHOTCRETE
NOTE: (MAIN DRAIN POT) (CONCRETE)
1. MIN. DISTANCE FROM WATER'S EDGE TO TRANSFORMER = 5'-0".
2. MIN. DISTANCE FROM WATER'S EDGE TO JUNCTION BOX = 4'-0"
5' IS MINIMUM DISTANCE FROM • • +. _.
WATER'S EDGE TO TRANSFORMER, JUNCTION BOX NICHLESS UNDERWATER LIGHT DETAIL '
TO BE PROVIDED AND INSTALLED
BY GENERAL CONTRACTOR
TRANSFORMER ,
MINIMUM DISTANCE FROM 4' FRO q'_p" MAIN DRAIN LINE TO
8" MIN. JUCTION BOX OR LOW VOLTAGE HYDROSTATIC RELIEF VALVE
WATER'S EDGE TO JUNCTION BOX, COPPER BOND WIRE _ COLLECTOR TANK ,
TO BE PROVIDED BY SWIM SPA CONTINUOUS AROUND TRANSFORMER TO THE MAX. WATER (WHEN NEEDED)
/LEVEL OF THE POOL OR 4" MIN. ABOVE
CONTRACTOR AND INSTALLED BY POOL - / GROUND LEVEL OR POOL DECK AN APPROVED HYDROSTATIC REFIEF
GENERAL CONTRACTOR TO EQUIPMENT DEVICE SHALL BE INSTALLED AT THE
LOCATION OF HIGH GROUNDWATER LEVEL.
TYPICAL SUCTION OUTLET MAIN DRAIN
LFRAME, GRATE & POT DETAIL
4" CONDUIT FROM JUNCTION BOX
k8 GREEN COATED COPPER BOND TO PANEL, BY GENERAL CONTRACTOR
\� & 1"CONDUIT WIRE, BONDED
/\\ TO INTERNAL LUG ON LIGHT
/ NICHE, COATED WITH 3M /4" CONDUIT &WIRE FROM TRANSFORMER
COMPOUND CONTINUOUS FROM TO PANEL, BY GENERAL CONTRACTOR
NICHE TO JUNCTION BOX
10OW OR 30OW LIGHT 12V1
UNDERWATER
_f\ T --RB COPPER BOND WIRE, BONDED TO EXTERNAL
LUG ON LIGHT NICHE, CONTINUOUS FROM NICHE
TO SWIM SPA EQUIPMENT
i LIGHTNICHE
POOL (NICHE) LIGHT & EQUIPOTENT BONDING
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DESIGNDATE:
0 511 3/2 025
REVISION 1:
DATE
REVISION 2:
DATE
SHEET:
O
DRAWN BY: JA -RJ
SCALE: NTS