765 Sabalo Dr. POOL18-0048 dwgs 21/2" WHITE VINYL JOINT
STRIP (N/A FOR PAVER
DECKS)
CONCRETE DECK (OPTIONAL)
WITH SLIP RESISTANT TOPPING
ON COMPACTED GROUND WITH
ALL ORGANIC MATERIAL
REMOVED. 4" THK. WITH FIBER
MESH, 6" WITH #3 REBAR
3 EA #3 REBAR CONTINUOUS 18"
LAP SPLICES AS NECESSARY
3" \
STD. REINF.:
#3 REBAR @ 10" O.C. B.W. MIN.
COVER 3" (EARTH SIDE), 2"
(POOL SIDE). REFER TO
STRUCTURAL NOTE #1 FOR
ALTERNATE SCHEDULE.
WATER LItsE TILE.
GLAZED, MIN. 4'
i
I I TYPICAL WALL F ETURN, OR
M VACUUM FITTING, WITH
WATER STOP FLANGE
LIGHT FIXTURE &
NICHE
R=6"WHEN H=3'-0"
RADIUS INCREASES 6' FOR EACH 1' OF DEPTH < 5'-0"
R=2'-0"WHEN FI=5'-0"
RADIUS INCREASES V FOR EACH 1' OF DEPTH > V -W
QUARTZ AGGREGATE PLASTER FINISH
SH(fft l I W WIN 3HE �GUNITE
TYPICAL POOL WALL SECTION
SCALE: N. T. S.
SPA WALL
SCHEDULE
DEPTH OF
CONCRETE
WATER FT
THICKNESS
BEND DOWN
INCHES
3.0
6
3.5
6
4.0
6
4.5
10
5.0
10
VERTICAL
REINFORCEMENT #3 -
10 INCH CENTERS.
NOTE: GREATER WALL
THICKNESS M OR
DOUBLE CURTAIN
REINFORCEMENT MAY
BE USED IF REQUIRED
FOR AESTHETICS OR
PLUMBING
2 - #3 BARS
(OR 1 - #4 BAR)
HORIZ. REIN. #3 BARS 8- I
O.C. FOR FREE STANDING s
WALLS
VERT. REINF. SEE SPA
WALL SCH.
SPA DETAIL
N.T.S.
SEE SPA WALL SCH.
.I FSEE STRUCTURAL
NOTE 15
TYPICAL REINF.
10" O.C_ E.W.
� z
FLOOR REINF. CONT.
FROM SPA TO POOL
MIN. 15' LAP EITHER
DIRECTION
2 - #3 EACH WAY
z
N
LIGHT NICHE DETAIL
N. T. S.
10" MIN.
3" MIN. (TYP.) EXPANSION JOINT- 8' - 11' a
DECK SLAB VINYLZ
DECK SLAB 6 Z
TILE
W,I� --�
Fo
SEE STRUCTURAL NOTE 15 '
BOND BEAM REIN. 343 I ALTERNATE LOCATION OF
BARS (TYP. FOR ALL BOND BEAM BAR (TYP) ( o
BOND BEAMS)
CANTILEVER DECK DETAIL COPING DETAIL
N.T.S. N.T.S.
WATER 12 ALTERNATE
TROUGH PLUMBING
LOCATION
AT GRADE �I AT GRADE
� � I
WATER ' OR ELEVATED
TROUGH I�I
OR 1�
in I�
SHEER DESCENT DETAIL
N.T.S.
PLANS EXPIRE: PLANS VALID FOR THIS
BUILDING DEPT. ONLY:
MARCH 19, 2019 CIN OF ATLANTIC BEACH
Ttw RESIDENTIAL
Ce'77teof Autfw4No. 28177 STRUCTURAL DETAILS
4337 PABLO OAKS COURT, SURE 101
IAC �lv
3t773L 992,36
.mo`'`o,``` `�o••• • • • ••.j�t' '
THE BATTS COMPANY
'• v CPC037046 - CGC055163
IQ 1714 1602 NORTH 3RD STREET
* JACKSONVILLE BEACH, FL 32250
(904) 246-2455 (904) 249-0457
4.
i • P♦ • DWG. BY: MAC
-.,®�F• ••. RID . ' �� NOT TO SCALE SHEET 2 OF 5
APPROVED BY: ,EL
6'
EXPANSION JOINT
DECK SLAB
2 - #3-� — —
BEND DOWN
BOND BEAM BARS
io
#3 BAR BEND ' I
AS SHOWN
— _
i
F-5--]
343 I o
MINIMAL BOND BEAM
SKIMMER DETAIL
N.T.S.
N.T.S.
NOTE: MAYBE USED WITH
SAND, GRAVEL, OR ROCK
SOIL CONDITIONS ONLY.
WATER 12 ALTERNATE
TROUGH PLUMBING
LOCATION
AT GRADE �I AT GRADE
� � I
WATER ' OR ELEVATED
TROUGH I�I
OR 1�
in I�
SHEER DESCENT DETAIL
N.T.S.
PLANS EXPIRE: PLANS VALID FOR THIS
BUILDING DEPT. ONLY:
MARCH 19, 2019 CIN OF ATLANTIC BEACH
Ttw RESIDENTIAL
Ce'77teof Autfw4No. 28177 STRUCTURAL DETAILS
4337 PABLO OAKS COURT, SURE 101
IAC �lv
3t773L 992,36
.mo`'`o,``` `�o••• • • • ••.j�t' '
THE BATTS COMPANY
'• v CPC037046 - CGC055163
IQ 1714 1602 NORTH 3RD STREET
* JACKSONVILLE BEACH, FL 32250
(904) 246-2455 (904) 249-0457
4.
i • P♦ • DWG. BY: MAC
-.,®�F• ••. RID . ' �� NOT TO SCALE SHEET 2 OF 5
APPROVED BY: ,EL
3'0" MIN. (EDGE OF OUTLET)
3'0" MIN. (EDGE OF OUTLET)
3'0' MIN. (EDGE OF OUTLET)
OUTLETS IN PARALLEL TO ONE PUMP OUTLETS IN PARALLEL TO DUAL PARALLEL OUTLETS TO TWO PUMPS
PUMPS IN PARALLf1
NOTES:
1. DUAL OUTLETS SHALL BE SEPARATED BY MINIMUM 3 FEET FROM OUTSIDE EDGE TO OUTSIDE EDGE OF OUTLET.
2. TEE ON THE SUCTION MANIFOLD SERVING THE OUTLETS SHALL BE LOCATISD MIDWAY BETWEEN THE OUTLETS WITH FLOW OUT OF THE BRANCH OF THE TEE.
3. THE FLOW RATING OF EACH COVER/GRATE SHALL BE AT LEAST EQUAL TO THE SYSTEM'S MAXIMUM FLOW RATE.
4. OUTLETS MAY BE LOCATED ON SEPARATE PLANES IN LIEU OF THE 3'0" SEPARATION REQUIREMENT, I.E.ONE (1) ON THE BOTTOM AND ONE (1) ON THE
VERTICAL WALL, OR ONE (1) EACH ON TWO (2) SEPARATE VERTICAL WALLS.
DUAL SUCTION OUTLET" ARRANGEMENTS
3'0- MIN. (EDGE OF OUTLET)
3'0' MIN. (EDGE OF OUTLET)
VELOCITY =6FT/S
JOFil COP
SCH 40 SCH 80
SUCTION PIPE MAX FLOW MAX FLOW
DIAMETER (GPM) (GPM) SINGLE UNBLOCKABLE CHANNEL OUTLET TO SINGLE PUMP
2" 63 55
2 112" 90 79
3" 138 124
4- 238 215
6" 540 4867
3'0' MIN. (EDGE OF OUTLET)
OUTLETS IN PARALLEL OUTLETS IN PARALLEL
SYMMETRIC PIPING ECCE=NTRICALLY TAPPED PIPING
OUTLETS IN PARALLEL
LOOPED PIPING
NOTES:
1. THE OUTERMOST OUTLETS SHALL BE SEPARATED BY MINIMUM 3 FEET FROM OUTSIDE EDGE TO OUTSIDE EDGE OF OUTLET.
2. TEE ON THE SUCTION MANIFOLD SERVING THE OUTLETS SHALL BE LOCATED MIDWAY BETWEEN TWO OF THE OUTLETS WITH FLOW OUT OF THE BRANCH OF THE TEE.
3. THE SUM OF THE FLOW RATINGS OF THE COVERS/GRATES SHALL BE A7 LEAST TWICE THE SYSTEM'S MAXIMUM FLOW RATE.
THREE -OR -MORE ;RUCTION OUTLET ARRANGEMENTS
NOTES:
1. ALL COVERS/GRATES SHALL COMPLY WITH ANSI/ASME Al 12.19.8 -LATEST, 'SUCTION FITTINGS FOR USE IN
SWIMMING POOLS, WADING POOLS, SPAS AND HOT TUBS.' RECOMMENDED: GRATES SHOULD BE INSTALLED
WITH SUFFICIENT OPEN AREA TO ENSURE A MAXIMUM VELOCITY OF 1.5 FT/S THROUGH Ti -IE GRATE(S).
2. SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH ANSUAPSP-7, LATEST. THIE FOLLOWING
METHODS TO AVOID ENTRAPMENT ARE IN ACCORDANCE WITH ANSUAPSP-7: A) SURFACESKIMMING OR
OVERFLOW SYSTEMS THAT PROVIDE 100% OF THE REQUIRED SYSTEM FLOW; B) DUAL SUCTION OUTLET
SYSTEMS; C) THREE -OR -MORE SUCTION OUTLET SYSTEMS; D) SINGLE UNBLOCKABLE SUCTION OUTLET
SYSTEMS; E) SINGLE OUTLET SWIM JET SYSTEMS (TESTED AND LISTED AS CONFORMING 1.0 ASME/ANSI
Al 12.19.8); F) SINGLE OUTLET - ALTERNATIVE SYSTEMS (IN ACCORDANCE WITH ANSUASME Al 12.1 9.8 -LATEST
AND ASTM F2387-04); G) GRAVITY FLOW TO A VENTED COLLECTOR TANK H) OUTLET SUMPS IN SERIES; 1) OR
OTHER MEANS THAT MEET THE INTENTS AND REQUIREMENTS OF ANSUAPSP-7 AND IS APPROVED BY THE
AUTHORITY HAVING JURISDICTION.
3. BRANCH SUCTION PIPING (DEFINED AS THE PIPING SERVING THE SUCTION OUTLETS) SHALL BE SIZED TO
ALLOW MAXIMUM VELOCITY OF SIX (6) FEET PER SECOND WHEN ONE OF A PAIR IS BLOCKED. ALL OTHER
SUCTION PIPING SHALL BE SIZED TO ALLOW MAXIMUM VELOCITY OF EIGHT (8) FEET PER SECOND.
4. POOLS OR SPAS SHALL NOT BE OPERATED IF SUCTION OUTLET GRATE IS MISSING, BROKEN, OR LOOSE.
5. SUCTION INLETS SHALL BE PLUMBED SUCH THAT WATER IS DRAWN THROUGH THEM SIMULTANEOUSLY
THROUGH A COMMON LINE TO THE PUMP.
6. SUCTION OUTLET PORT MUST BE SAME DIAMETER OR LARGER THAN SUCTION PIPE EXITING OUTLET.
7. FIELD BUILT SUMPS SHALL BE CONSTRUCTED SUCH THAT THE OPENING OF THE SUCTION PIPE WILL BE NO
CLOSER THAN 1.5 TIMES ITS INSIDE DIAMETER FROM THE BOTTOM OF THE COVER/GRATE I)R SUCH THAT THE
SUMP IS OF THE DESIGN SPECIFIED BY THE COVER/GRATE MANUFACTURER TO CONTROL I -LOW THROUGH
THE OPEN AREA OF THE COVER/GRATE.
CIRCULATION LINE TO LEAF
CANISTER / RECIRCULATION
PUMP
NOTE:
SEE NOTE 1 BELOW
SINGLE UNBLOCKABLE CHANNEL OUTLET TO TWO PUMPS
ANY SHAPE
4—owl
LARGE UNBLOCKABLE OUTLET OF ANY SHAPE TO SINGLE PUMP
NOTES:
1. SINGLE CHANNEL OUTLET: 3" OR GREATER IN WIDTH AND 31- OR GREATER IN LENGTH (APPLIES TO PERFORATED AREA).
2. SINGLE UNBLOCKABLE OUTLET: SHALL BE OF ANY SIZE AND SHAPE SUCH THAT A REPRESENTATION OF THE TORSO OF THE
99TH PERCENTILE ADULT MALE CANNOT SUFFICIENTLY BLOCK IT TO THE EXTENT THAT IT CREATES A BODY SUCTION
ENTRAPMENT HAZARD. THE TORSO IS REPRESENTED AS A RECTANGLE 18' X 23' WITH CORNERS OF RADIUS 4'.
SINGLE UNBLOCKABLE SUCTION OUTLET ARRANGEMENTS
SUCTION OUTLET
DEBRIS OUTLET MOUNTED
IN POOL FLOOR
MINIMUM PIPE LENGTH 18"
2. 90' BEND (TYP.
2" TEE OF 2)
12" AIR GAP (MIN.)
MAXIMUM UNDERWATER��
LENGTH OF VENT PIPING: 30
FEET FROM TEE ON Z VENT
SUCTION PIPING TO AIR GAP PIPING
1. ONE OF THE FOLLOWING OPTIONS IS REQUIRED BETWEEN THE DEBRIS SUCTION OUTLET AND THE PUMP: A)
ONE (1) ADDITIONAL SUCTION OUTLET WITH A LISTED COVER/GRATE LOCATED A MINIMUM OF 18" FROM THE
TEE IN THE SUCTION LINE TO THE PUMP(S); B) AN ENGINEERED VENT SYSTEM; C) A LISTED MANUFACTURED
SAFETY VACUUM RELEASE SYSTEM.
OUTLET SUMPS IN SERIES
-SCREEN VENT TO PROHIBIT
INSECT ENTRY OR CLOGGING.
TO SUCTION PIPING i LABEL VENT AS FOLLOWS: "POOL
SAFETY DEVICE - DO NOT HANDLE"
VENT LINE DETAIL
PLANS EXPIRE: PANS VALID FOR THIS
BUILDING DEPT. ONLY:
MARCH 19, 2019 I CITY OF ATLANTIC BEACH
!!�Qqgt
RESIDENTIAL
SUCTION OUTLET NOTES
Certificate of Authority No. 28mqo177
4337����„jC�OUR;,SUITE101
it _?7�
AND DETAILS
J,P� 1"" ��236
r.
4k.. .
'' •' CEN •°•° ��'���
THE BATTS COMPANY
•o ;
5 714
CPC037046 - CGCO55163
a
1602 NORTH 3RD STREET
JACKSONVILLE BEACH, FL 32250
-� T
(904) 246-2455 (904) 249-0457
•,
•
t<
.
^- 1D • � �
''.e��(Cs�••• Ss+eAJti•
DWG. BY: MAC
NOT TO SCALE SHEET 3 OF 5 APPROVED BY JEL
1
s
#3 BAR CONTINUOUS
4" CONCRETE DECK 1 #3 BAR
VERTICALLY @
36" ON CENTER
e
COMPACTED w o
MK
fLATTER .- �
i H
1#5REBAR
CONTINUOUS I I I A
1 FINISHED
GRADE iv
4" 0 PILASTER EVERY, L OLD GROUND
5' WITH 1 #3 REBAR
CONCRETE DECK TURNDOWN
GRADE
Iill%IIN IIII%illl\ 1111% 1111
NO FOOTER
PAVER BRICK
COMPACTED �.
MATERIAL
O,
1 #5 REBAR
CONTINUOUS.:
4"0 PILASTER EVERY
5' WITH 1 #3 REBAR
#3 BAR CONTINUOUS
1 #3 BAR
8" VERTICALLY @
36" ON CENTER
4.OR
FINISHED
GRADE
OLD GROUND
PAVER DECK TURNDOWN
PAVER BRICK SWALE FOR
DRAINAGE � 8,
`v
N
.d
COMPACTED
MATERIAL
' d
NOTE 1 #5 REBAR
iv B Y x A ' ` CONTINUOUS
ALTERNATE PAVERS ON TURNDOWN
1 #3 BAR
VERTICALLY @
36* ON CENTER
N
Q
N
m NOTE:
B-)4"xA
ALTERNATE PAVER LOCATION
GENERAL NOTES
1. DETAIL IS BASED ON NO SURCHARGE BEHIND THE TURNDOWN AND GROUND AWAY FROM TURNDOWN IS LEVEL (>4 TO 8. A DECK TURNDOWN IS NOT INTENDED TO BE A SUBSTITUTE FOR A RETAINING WALL. IF THE VERTICAL DIDIMENSION
1). TURNDOWN MAY ABUT RIBBON FOOTER AND BE TIED INTO FOOTER IF APPROPRIATE, WITH #3 REBAR. FROM THE TOP OF THE CONCRETE DECK TO THE OLD GROUND REACHES 22.5- (FOR A 12- TURNDOWN) OR 33- (FOR AN
2. TURNDOWN SHALL BEAFJ ON ROCK, CLEAN SAND OR STRUCTURALLY SOUND SOIL (> 1,500 PSF) THAT SHALL BE 18" TURNDOWN) OR 43.5" (FOR A 24' TURNDOWN) FOR MORE THAN 2091. OF THE TURNDOWN LENGTH OR THE FINISHED
COMPACTED TO PROVIDE OPTIMUM BEARING CAPACITY AND PREVENT SETTLING OR SHIFTING. GRADE SLOPE EXCEEDS 4 FEET HORIZONTALLY TO 1 FOOT VERTICALLY, A TURNDOWN SHOULD NOT BE USED.
3. ALL REINFORCING STEEI. IS TO CONFORM TO ASTM 615 GRADE 40. 9. FOR A PAVER DECK, IF THE VERTICAL DIMENSION FROM THE TOP OF THE DECK TO THE OLD GROUND REACHES Nr (FOR
4. CONCRETE SHALL CONTAIN FIBER MESH AND HAVE A 28 DAY STRENGTH OF 2,500 PSI, A 12- TURNDOWN) 36" (FOR AN 18" TURNDOWN) OR 42- (FOR A 24" TURNDOWN) FOR MORE THAN 20% OF THE TURNDOWN
5. ALL CONSTRUCTION TO CONFORM TO FLORIDA BUILDING CODE, BUILDING 2017, FLORIDA BUILDING CODE, RESIDENTIAL LENGTH OR IF THE FINISHED GRADE SLOPE EXCEEDS 4 FEET HORIZONTALLY TO 1 FOOT VERTICALLY, A TURNDOWN
2017 TOGETHER WITH LATEST REVISIONS. SHOULD NOT BE USED.
6. REFER TO CONTRACTOR'S PLAN ON FILE WITH THE BUILDING DEPARTMENT FOR DETAILS ON TURNDOWN LOCATION. 10. IF A SCREEN ENCLOSURE IS TO BE INSTALLED ON TO OF THE TURNDOWN, THE SWIMMING POOL CONTRACTOR MUST
T IF THE TURNDOWN DOES NOT EXTEND INTO THE OLD GROUND, A 4. 0 PILASTER WILL BE REQUIRED EVERY 5 FEET SHAT COORDINATE ATTACHMENT OF THE SCREEN ENCLOSURE TO THE TURNDOWN WITH THE SCREEN CONTRACTOR.
WILL BE EITHER 2 FEET IIVTO THE GROUND OR TO 6- INTO THE INDIGENOUS MATERIAL, WHICHEVER IS DEEPER. THE
PILASTER WILL HAVE A #3 REBAR TIED INTO THE #5 REBAR IN THE BASE OF THE VERTICAL POUR
DECK TURNDOWNS
Iill� IIII\1111%1111 IIII\Ilil%1111\
CONTINUOUS
ifll%fill\IIIIIIII
IIII%IIII\ 1111%NI1=1111 ISM1111illilm
1-11
NII%IIII\ IIII%IIA
8" x 12" FOOTER
PLANS EXPIRE:
MARCH 19, 2019
FOOTER NOTES:
GRADE
1r
1.
FOOTER SHALL BEAR ON ROCK, CLEAN SAND OR STRUCTURALLY SOUND SOIL
law
(>1,500 PSI) THAT SHALL BE COMPACTED TO PROVIDE OPTIMUM BEARING
Certificate of Auttmrity No. 28177
2.
CAPACITY TO PREVENT SETTLING.
CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 2,500 PSI WITH FIBER MESH
4337 6pBL�P1tyA1l�Lt0►/ji�� SURE 103
1
3
Q
````,`
3.
3O#3 BARS EQUIVALENT TO 1 #5 BAR.
CONTINUOUS
��G E NS
4.
AN ALTERNATIVE TO A CONCRETE DECK IS BRICK PAVERS PLACED EITHER
• `o
OVER THE TOP OF THE FOOTER OR ABUTTING THE FOOTER.
5.
IF A SCREEN ENCLOSURE IS TO BE INSTALLED, THE SWIMMING POOL
12"x 12" FOOTER �, 7 4
CONTRACTOR MUST COORDINATE CONSTRUCTION OF ANY REQUIRED
FOOTER WITH THE SCREEN CONTRACTOR.
e
�o �T T �.
TYPICAL FOOTER DETAILS
��
�:P\.���`'
�.� ..• R I
•
m
PLANS VALID FOR THIS
BUILDING DEPT. ONLY:
CITY OF ATLANTIC BEACH
RESIDENTIAL
FOOTER DETAILS
THE BATTS COMPANY
CPC037046 - CGC055163
1602 NORTH 3RD STREET
JACKSONVILLE BEACH, FL 32250
(904) 246-2455 (904) 249-0457
DWG. BY: MAO
NOT TO SCALE SHEET 4 OF 5
APPROVED BY:SEL
0
b
TRANSFORMER REQUIRED FOR
LOW -VOLTAGE INSTALLATIONS ONLY
u .`
.1
1
1
1
300 WATT 1 REFER TO
UNDERWATER NOTE
N. FROM INSIDE WALL LIGHT
fT
I
i I
I 1
� BONDING CONDUCTOR.
i REFER TO NOTE #7
I 1
1I
1 /
BONDING GRID.
REFER TO NOTE #6
TYPICAL SWIMMING POOL BONDING GRID PLAN
PUMP
MOTOR
I IMCVLI
TO SERVICE PANEL
JUNCTION' SPST
SOX ( TOGGLE
SW ITCH
4' MIN.
1 I DISCONNECT
PUMP
SERVICE PANEL
3
NEUTRAL BAF.
TO GRCUND
GROUNDBAR
BAR TRANSFORMER
ENERGY E1 FICIENCY NOTES:
1. TIMF SWITCHES SHALL BE INSTALLED TO CONTROL SWIMMING POOL HEATERS AND
PUMPS THAT CAN AUTOMATICALLY TURN THE HEATERS AND PUMPS OFF AND ON
ACC' )RDING TO A PRESET SCHEDULE. EXCEPTIONS:
1 a WHERE PUBLIC HEALTH STANDARDS REQUIRE 24-HOUR PUMP OPERATION
1.b. WHERE PUMPS ARE REQUIRED TO OPERATE SOLAR- AND WASTE -HEAT RECOVERY
rOOLSYSTEMS
1 c WHERE PUMPS ARE POWERED EXCLUSIVELY FROM ONSITE RENEWABLE
rENERATiON
2 HEALED SWIMMING POOLS AND INGROUND PERMANENTLY INSTALLED SPAS SHALL BE
EQUirPED WITH A VAPOR -RETARDANT COVER ON OR AT THE WATER SURFACE OR A
LIQU11) COVER OR OTHER MEANS PROVEN TO REDUCE HEAT LOSS. EXCEPTION:
OUTDOOR POOLS DERIVING OVER 70% OF THE ENERGY FOR HEATING FROM A
SITE NECOVERED ENERGY OR SOLAR ENERGY SOURCE COMPUTED OVER AN
OPEItATING SEASON.
3 pOOI FILTRATION PUMP MOTORS SHALL MEET THE FOLLOWING REQUIREMENTS:
3.a. POOL PUMP MOTORS SHALL NOT BE SPLIT -PHASE, SHADED POLE OR CAPACITOR
S TART INDUCTION RUN TYPES
3.b. POOL PUMPS AND POOL PUMP MOTORS WITH A TOTAL HORSEPOWER (HP) OF
GREATER THAN OR EQUAL TO 1 HP SHALL HAVE THE CAPABILITY OF OPERATING AT
TWO OR MORE SPEEDS. THE LOW SPEED SHALL HAVE A ROTATION RATE OF NO
MORE THAN j OF THE MOTOR'S MAXIMUM ROTATION RATE,
3.c_ POOL PUMPS MOTOR CONTROLS SHALL HAVE THE CAPABILITY OF OPERATING THE
POOL PUMP AT A MINIMUM OF TWO SPEEDS. THE DEFAULT CIRCULATION SPEED
:HALL BE THE RESIDENTIAL FILTRATION SPEED WITH A HIGHER SPEED OVERRIDE
(,APABILITY FOR A TEMPORARY PERIOD NOT TO EXCEED ONE NORMAL CYCLE OR
24 HOURS, WHICHEVER IS LESS. EXCEPTION: SOLAR POOL HEATING SYSTEMS
SHALL BE PERMITTED TO RUN AT HIGHER SPEEDS DURING PERIODS OF USABLE
SOLAR HEAT GAIN,
4. HYDPAULIC SYSTEMS FOR NEW POOLS MUST BE DESIGNED IN ACCORDANCE WITH
APSP 15, 'AMERICAN NATIONAL STANDARD FOR RESIDENTIAL SWIMMING POOL AND
SPA F NERGY EFFICIENCY."
TO GROUND FAULT CIRCUIT
INTERRUPTER THEN TO POWER
SOURCE WITH TRANSFORMER 4' MIN.
JUNCTION BOX
RIGID, IMC OR NON METALLIC
CONDUIT �z
BRASS OR NON METALLIC
CONDUIT OR APPROVED
EQUIVALENT
z
300 WATT UNDERWATER LIGHTS SHALL BE NEC.
APPROVED AND SHALL FEATURE STAINLESS STEEL m
FORMING SHELL WITH BRASS MOUNTING RING.
SHELL SHALL HAVE A 1' NPT CONDUIT WITH OPENING
PACKING GLAND. LIGHT SHALL BE HOUSED IN A
STAINLESS STEEL ENCAPSULATION BOLTED TO A
CHROME PLATED FACE RING FOR COMPRESSING OF
A 360° DOUBLE WALL SYNTHETIC GASKET.
SS LIGHT FIXTURE 4 NICHE W/ COMPRESSION HUB &
300W.12V LAMP OR 120 VAC W/ GFCI PER NEC
LADDER, HAND RAIL, T
DIVING BOARD, ETC...
POOL LIGHT
POOL
METAL CONDUITS REINFORCING
OR PIPING SYSTEM STEEL
FLEXIBLE CORD
GROUNDING TERMINAL
H -N -G
#8 BOND TO #8 BONG TO
STRUCTURAL STEEL STRUCTURAL
GROUND BAR #8 BOND D STEEL
PVC CONDULI
CONTROL PANEL
TYPICAL GROUNDING SCHEMATIC
ELECTRICAL NOTES:
1. GROUND AND BOND ALL POOLS AND RELATED EQUIPMENT IN ACCORDANCE WITH NEC
ARTICLES 250 AND 680. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL
CONTRACTOR TO ENSURE THAT ALL METALLIC PARTS OF THE POOL. STRUCTURE,
INCLUDING THE POOL SHELL AND DECK REINFORCING BARS AND ALL OTHER METAL
PARTS ARE BONDED PER NEC ARTICLE 250 AND 680. BOND TOGETHER REINFORCING
BARS USING STEEL TIE WIRES. BOND ALL METAL PARTS TO POOL REINFORCING BARS
USING #8 AWG COPPER WIRES. THESE METAL PARTS INCLUDE, BUT ARE NOT LIMITED
TO LADDERS, RAILINGS, PIPING, CONDUIT, METAL DOOR FRAMES AND METAL PARTS
WITHIN F OF INSIDE WALL OF POOL. CONNECTION SHALL BE EXOTHERMIC WELD, LISTED
PRESSURE CONNECTORS OR CLAMPS AS APPLICABLE. GROUND STEEL COLUMNS (I.E.
FOR TOWERS OR SLIDES) PER NEC ARTICLE 250 AND 680 AND NFPA 780. IF REINFORCING
BARS ARE ENCAPSULATED WITH A NON CONDUCTIVE COMPOUND, CONTACT ENGINEER
BEFORE PROCEEDING.
2. THIS ELECTRICAL INSTALLATION SHALL MEET ALL REQUIREMENTS OF NEC ARTICLES 250
AND 680. IN ACCORDANCE WITH THIS, UNDERGROUND WIRING SHALL NOT BE PERMITTED
UNDER THE POOL OR WITHIN F HORIZONTALLY FROM THE INSIDE WALL OF THE POOL
UNLESS THIS WIRING IS NECESSARY TO SUPPLY POOL EQUIPMENT PERMITTED BY NEC
ARTICLE 680. ALL RECEPTACLES SHALL BE LOCATED AT LEAST 19 FROM THE INSIDE
WALL OF POOLS. ALL RECEPTACLES WITHIN 20' OF THE POOL SHALL HAVE GFCI
PROTECTION. ADDITIONALLY, ALL UNDERWATER LIGHTING SHALL BE GFCI PROTECTED.
MOUNTING HEIGHT FOR ANY LIGHT FIXTURES SUSPENDED OVER POOLS SHALL BE NOT
LESS THAN 12' ABOVE MAXIMUM WATER LEVEL.
3. IF APPLICABLE, PROVIDE #12 AWG CONDUCTORS AND GROUND FOR 12V UNDERWATER
LIGHTING CIRCUITS LESS THAN 81N LENGTH. FOR 12V CIRCUITS 8' TO 15' IN LENGTH,
PROVIDE #8 AWG CONDUCTORS AND GROUND. FOR 12V CIRCUITS GREATER THAN 16,
BUT LESS THAN 25' LN LENGTH, PROVIDE #6 AWG CONDUCTORS AND #6 GROUND. NO 12V
CIRCUIT SHALL BE MORE THAN 25' IN LENGTH.
4. OPTIONAL: ELECTRICAL CONTRACTOR SHALL INSTALL NO FEWER THAN ONE 125 -VOLT 15 -
OR 20 -AMPERE RECEPTACLE ON A GENERAL PURPOSE BRANCH CIRCUIT. RECEPTACLE
SHALL BE LOCATED NOT LESS THAN 10 FT. FROM AND NOT MORE THAN 20 FT, FROM THE
INSIDE WALL OF THE POOL. THE RECEPTACLE SHALL BE LOCATED NOT MORE THAN 6 FT.
61N. ABOVE THE FLOOR, PLATFORM, OR GRADE LEVEL SERVING THE POOL.
5. RECIRCULATION PUMP SHALL BE ELECTRICALLY INTERLOCKED WITH CHEMICAL
EQUIPMENT, IF APPLICABLE.
6. AN EQUIPOTENTIAL COMMON BONDING GRID IS REQUIRED FOR ALL PAVED WALKING
SURFACES WITHIN THREE FEET OF THE INSIDE WALLS OF THE POOL AND/OR SPA FOR
THE ENTIRE POOL PERIMETER. THE BONDING GRID MAY BE COMPOSED OF STEEL
REINFORCING RODS (REBAR), OR #8 BARE, SOLID COPPER CONDUCTORS. 6 X 6 X 10
WELDED WIRE FABRIC (MESH) IS ACCEPTABLE WHEN PROPERLY INSTALLED ON CHAIRS
AND EACH SECTION IS CLAMPED WITH APPROPRIATE LISTED DEVICES AND/OR #8 SOLID
COPPER JUMPERS. THE BONDING GRID MAY NOT BE INSTALLED DIRECTLY IN EARTH
CONTACT OR WITHOUT PROPER COVER. THE INSTALLATION MUST BE IN ACCORDANCE
WITH 680.26(C), NATIONAL ELECTRIC CODE (NEC - LATEST VERSION) AND FLORIDA
BUILDING CODE (FBC - LATEST VERSION) W/ LATEST AMENDMENTS.
T THE FOLLOWING IS AN ACCEPTABLE ALTERNATIVE TO THE BONDING GRID DEFINED IN
NOTE #6, ABOVE: AN UNDERGROUND BONDING CONDUCTOR MADE OF A SINGLE #8 AWG
BARE SOLID COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 61NCHES
BELOW SUBGRADE AND 18 INCHES TO 24 INCHES FROM INSIDE WALL OF THE SWIMMING
POOL OR SPA. THIS IS DEFINED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO
COMPLIANCE WITH S.680.26(C) OF THE NEC (2017), NFPA 20, ADOPTED BY REFERENCE
WITHIN FBC.
#8 AWG PRESSURE GROUND—/ v PLANS VALID FOR THIS
CONNECTOR G WITH EI COMMON PLANS EXPIRE.
BONDINSTEELORPLUMBING BUILDING DEPT. ONLY.
STEEL OR PLUMBING
POOL LIGHT DETAIL MARCH 19, 2019
JUNCTION BOX (IF USED)
RANORMER CITY OF ATLANTIC BEACH
SF
POOL LIGHT
HEATER CASE
DQ"
RESIDENTIAL
CONTROL�%ELECTRICAL NOTES
PANEL Certificate of Authority No. 28177
=1N g 4A3CKSPABLO�O�URT, S `ITE 101 AND DETAILS
e• CE •• �F'�,= THE BATTS COMPANY
PUMP MOTOR • : ' `�� CPC037046 - CGCO55163
e
a 14 1602 NORTH 3RD STREET
JACKSONVILLE BEACH, FL 32250
* ! (904)246-2455(904)249-0457
`O 9rF
TYPICAL BONDING SCHEMATIC*
=-� Q
' 44 •°ems',
RI D P•®V�/;a DWG. BY: MAC
\\ ``` NOT TO SCALE SHEET 5 OF 5 APPROVED BY: JEL� -
L 12 V TRANS.
1. ALL ELECTRICAL SHALL CONFORM WITH ART 680 NEC -
3 012 IN Y2' COND.
LATEST
2.
BOND ALL SHEATHED CABLES, RACEWAYS. METAL PIPING
12V/ 30OW WITH LOW WATER
AND ALL FIXED METAL PARTS NOT SEPARATED BY
CUT-OFF OR 120 VAC W/ GFCI
PERMANENT BARRIER, IF WITHIN 5 FT HORIZONTALLY FROM
PER NEC
WATER, 12 FT VERTICALLY OF MAX WATER LEVEL.
ELECTRICAL DIAGRAM
--INCOMING
POWER SUPPLY
SERVICE PANEL
3
NEUTRAL BAF.
TO GRCUND
GROUNDBAR
BAR TRANSFORMER
ENERGY E1 FICIENCY NOTES:
1. TIMF SWITCHES SHALL BE INSTALLED TO CONTROL SWIMMING POOL HEATERS AND
PUMPS THAT CAN AUTOMATICALLY TURN THE HEATERS AND PUMPS OFF AND ON
ACC' )RDING TO A PRESET SCHEDULE. EXCEPTIONS:
1 a WHERE PUBLIC HEALTH STANDARDS REQUIRE 24-HOUR PUMP OPERATION
1.b. WHERE PUMPS ARE REQUIRED TO OPERATE SOLAR- AND WASTE -HEAT RECOVERY
rOOLSYSTEMS
1 c WHERE PUMPS ARE POWERED EXCLUSIVELY FROM ONSITE RENEWABLE
rENERATiON
2 HEALED SWIMMING POOLS AND INGROUND PERMANENTLY INSTALLED SPAS SHALL BE
EQUirPED WITH A VAPOR -RETARDANT COVER ON OR AT THE WATER SURFACE OR A
LIQU11) COVER OR OTHER MEANS PROVEN TO REDUCE HEAT LOSS. EXCEPTION:
OUTDOOR POOLS DERIVING OVER 70% OF THE ENERGY FOR HEATING FROM A
SITE NECOVERED ENERGY OR SOLAR ENERGY SOURCE COMPUTED OVER AN
OPEItATING SEASON.
3 pOOI FILTRATION PUMP MOTORS SHALL MEET THE FOLLOWING REQUIREMENTS:
3.a. POOL PUMP MOTORS SHALL NOT BE SPLIT -PHASE, SHADED POLE OR CAPACITOR
S TART INDUCTION RUN TYPES
3.b. POOL PUMPS AND POOL PUMP MOTORS WITH A TOTAL HORSEPOWER (HP) OF
GREATER THAN OR EQUAL TO 1 HP SHALL HAVE THE CAPABILITY OF OPERATING AT
TWO OR MORE SPEEDS. THE LOW SPEED SHALL HAVE A ROTATION RATE OF NO
MORE THAN j OF THE MOTOR'S MAXIMUM ROTATION RATE,
3.c_ POOL PUMPS MOTOR CONTROLS SHALL HAVE THE CAPABILITY OF OPERATING THE
POOL PUMP AT A MINIMUM OF TWO SPEEDS. THE DEFAULT CIRCULATION SPEED
:HALL BE THE RESIDENTIAL FILTRATION SPEED WITH A HIGHER SPEED OVERRIDE
(,APABILITY FOR A TEMPORARY PERIOD NOT TO EXCEED ONE NORMAL CYCLE OR
24 HOURS, WHICHEVER IS LESS. EXCEPTION: SOLAR POOL HEATING SYSTEMS
SHALL BE PERMITTED TO RUN AT HIGHER SPEEDS DURING PERIODS OF USABLE
SOLAR HEAT GAIN,
4. HYDPAULIC SYSTEMS FOR NEW POOLS MUST BE DESIGNED IN ACCORDANCE WITH
APSP 15, 'AMERICAN NATIONAL STANDARD FOR RESIDENTIAL SWIMMING POOL AND
SPA F NERGY EFFICIENCY."
TO GROUND FAULT CIRCUIT
INTERRUPTER THEN TO POWER
SOURCE WITH TRANSFORMER 4' MIN.
JUNCTION BOX
RIGID, IMC OR NON METALLIC
CONDUIT �z
BRASS OR NON METALLIC
CONDUIT OR APPROVED
EQUIVALENT
z
300 WATT UNDERWATER LIGHTS SHALL BE NEC.
APPROVED AND SHALL FEATURE STAINLESS STEEL m
FORMING SHELL WITH BRASS MOUNTING RING.
SHELL SHALL HAVE A 1' NPT CONDUIT WITH OPENING
PACKING GLAND. LIGHT SHALL BE HOUSED IN A
STAINLESS STEEL ENCAPSULATION BOLTED TO A
CHROME PLATED FACE RING FOR COMPRESSING OF
A 360° DOUBLE WALL SYNTHETIC GASKET.
SS LIGHT FIXTURE 4 NICHE W/ COMPRESSION HUB &
300W.12V LAMP OR 120 VAC W/ GFCI PER NEC
LADDER, HAND RAIL, T
DIVING BOARD, ETC...
POOL LIGHT
POOL
METAL CONDUITS REINFORCING
OR PIPING SYSTEM STEEL
FLEXIBLE CORD
GROUNDING TERMINAL
H -N -G
#8 BOND TO #8 BONG TO
STRUCTURAL STEEL STRUCTURAL
GROUND BAR #8 BOND D STEEL
PVC CONDULI
CONTROL PANEL
TYPICAL GROUNDING SCHEMATIC
ELECTRICAL NOTES:
1. GROUND AND BOND ALL POOLS AND RELATED EQUIPMENT IN ACCORDANCE WITH NEC
ARTICLES 250 AND 680. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL
CONTRACTOR TO ENSURE THAT ALL METALLIC PARTS OF THE POOL. STRUCTURE,
INCLUDING THE POOL SHELL AND DECK REINFORCING BARS AND ALL OTHER METAL
PARTS ARE BONDED PER NEC ARTICLE 250 AND 680. BOND TOGETHER REINFORCING
BARS USING STEEL TIE WIRES. BOND ALL METAL PARTS TO POOL REINFORCING BARS
USING #8 AWG COPPER WIRES. THESE METAL PARTS INCLUDE, BUT ARE NOT LIMITED
TO LADDERS, RAILINGS, PIPING, CONDUIT, METAL DOOR FRAMES AND METAL PARTS
WITHIN F OF INSIDE WALL OF POOL. CONNECTION SHALL BE EXOTHERMIC WELD, LISTED
PRESSURE CONNECTORS OR CLAMPS AS APPLICABLE. GROUND STEEL COLUMNS (I.E.
FOR TOWERS OR SLIDES) PER NEC ARTICLE 250 AND 680 AND NFPA 780. IF REINFORCING
BARS ARE ENCAPSULATED WITH A NON CONDUCTIVE COMPOUND, CONTACT ENGINEER
BEFORE PROCEEDING.
2. THIS ELECTRICAL INSTALLATION SHALL MEET ALL REQUIREMENTS OF NEC ARTICLES 250
AND 680. IN ACCORDANCE WITH THIS, UNDERGROUND WIRING SHALL NOT BE PERMITTED
UNDER THE POOL OR WITHIN F HORIZONTALLY FROM THE INSIDE WALL OF THE POOL
UNLESS THIS WIRING IS NECESSARY TO SUPPLY POOL EQUIPMENT PERMITTED BY NEC
ARTICLE 680. ALL RECEPTACLES SHALL BE LOCATED AT LEAST 19 FROM THE INSIDE
WALL OF POOLS. ALL RECEPTACLES WITHIN 20' OF THE POOL SHALL HAVE GFCI
PROTECTION. ADDITIONALLY, ALL UNDERWATER LIGHTING SHALL BE GFCI PROTECTED.
MOUNTING HEIGHT FOR ANY LIGHT FIXTURES SUSPENDED OVER POOLS SHALL BE NOT
LESS THAN 12' ABOVE MAXIMUM WATER LEVEL.
3. IF APPLICABLE, PROVIDE #12 AWG CONDUCTORS AND GROUND FOR 12V UNDERWATER
LIGHTING CIRCUITS LESS THAN 81N LENGTH. FOR 12V CIRCUITS 8' TO 15' IN LENGTH,
PROVIDE #8 AWG CONDUCTORS AND GROUND. FOR 12V CIRCUITS GREATER THAN 16,
BUT LESS THAN 25' LN LENGTH, PROVIDE #6 AWG CONDUCTORS AND #6 GROUND. NO 12V
CIRCUIT SHALL BE MORE THAN 25' IN LENGTH.
4. OPTIONAL: ELECTRICAL CONTRACTOR SHALL INSTALL NO FEWER THAN ONE 125 -VOLT 15 -
OR 20 -AMPERE RECEPTACLE ON A GENERAL PURPOSE BRANCH CIRCUIT. RECEPTACLE
SHALL BE LOCATED NOT LESS THAN 10 FT. FROM AND NOT MORE THAN 20 FT, FROM THE
INSIDE WALL OF THE POOL. THE RECEPTACLE SHALL BE LOCATED NOT MORE THAN 6 FT.
61N. ABOVE THE FLOOR, PLATFORM, OR GRADE LEVEL SERVING THE POOL.
5. RECIRCULATION PUMP SHALL BE ELECTRICALLY INTERLOCKED WITH CHEMICAL
EQUIPMENT, IF APPLICABLE.
6. AN EQUIPOTENTIAL COMMON BONDING GRID IS REQUIRED FOR ALL PAVED WALKING
SURFACES WITHIN THREE FEET OF THE INSIDE WALLS OF THE POOL AND/OR SPA FOR
THE ENTIRE POOL PERIMETER. THE BONDING GRID MAY BE COMPOSED OF STEEL
REINFORCING RODS (REBAR), OR #8 BARE, SOLID COPPER CONDUCTORS. 6 X 6 X 10
WELDED WIRE FABRIC (MESH) IS ACCEPTABLE WHEN PROPERLY INSTALLED ON CHAIRS
AND EACH SECTION IS CLAMPED WITH APPROPRIATE LISTED DEVICES AND/OR #8 SOLID
COPPER JUMPERS. THE BONDING GRID MAY NOT BE INSTALLED DIRECTLY IN EARTH
CONTACT OR WITHOUT PROPER COVER. THE INSTALLATION MUST BE IN ACCORDANCE
WITH 680.26(C), NATIONAL ELECTRIC CODE (NEC - LATEST VERSION) AND FLORIDA
BUILDING CODE (FBC - LATEST VERSION) W/ LATEST AMENDMENTS.
T THE FOLLOWING IS AN ACCEPTABLE ALTERNATIVE TO THE BONDING GRID DEFINED IN
NOTE #6, ABOVE: AN UNDERGROUND BONDING CONDUCTOR MADE OF A SINGLE #8 AWG
BARE SOLID COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 61NCHES
BELOW SUBGRADE AND 18 INCHES TO 24 INCHES FROM INSIDE WALL OF THE SWIMMING
POOL OR SPA. THIS IS DEFINED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO
COMPLIANCE WITH S.680.26(C) OF THE NEC (2017), NFPA 20, ADOPTED BY REFERENCE
WITHIN FBC.
#8 AWG PRESSURE GROUND—/ v PLANS VALID FOR THIS
CONNECTOR G WITH EI COMMON PLANS EXPIRE.
BONDINSTEELORPLUMBING BUILDING DEPT. ONLY.
STEEL OR PLUMBING
POOL LIGHT DETAIL MARCH 19, 2019
JUNCTION BOX (IF USED)
RANORMER CITY OF ATLANTIC BEACH
SF
POOL LIGHT
HEATER CASE
DQ"
RESIDENTIAL
CONTROL�%ELECTRICAL NOTES
PANEL Certificate of Authority No. 28177
=1N g 4A3CKSPABLO�O�URT, S `ITE 101 AND DETAILS
e• CE •• �F'�,= THE BATTS COMPANY
PUMP MOTOR • : ' `�� CPC037046 - CGCO55163
e
a 14 1602 NORTH 3RD STREET
JACKSONVILLE BEACH, FL 32250
* ! (904)246-2455(904)249-0457
`O 9rF
TYPICAL BONDING SCHEMATIC*
=-� Q
' 44 •°ems',
RI D P•®V�/;a DWG. BY: MAC
\\ ``` NOT TO SCALE SHEET 5 OF 5 APPROVED BY: JEL� -