1781 ATLANTIC BEACH DR - POOL DRAWINGS002 3"MIN.(TYP.) EXPANSION JOINT
DECK SLAB VINYL
DECK SLAB 6" Z
112"WHITE VINYL JOINT WATER LINE TIL
-
STRIP TE FOR PAVER
DECKS) GLAZED,MIN.4" _
—I I TILE
TI0
CONCRETE DECK(OPTIONAL) —
WITH SLIP RESISTANT TOPPING I o SEE STRUCTURAL NOTE 15 I ALTERNATE LOCATION OF '
ON COMPACTED GROUND WITH
ALL ORGANIC MATERIAL BOND BEAM REIN.3-#3 I BOND BEAM BAR(TYP) { o
REMOVED.4"THK.WITH FIBER BARS(TYP.FOR ALL I
MESH,6"WITH#3 REBAR TYPICAL WALL RETUF N,OR / BOND BEAMS)
M VACUUM FITTING,WI H f ci o
3 EA#3 REBAR CONTINUOUS 18" I WATER STOP FLANGEII..
LAP SPLICES AS NECESSARY '� 3" ( OO
C)
LIGHT FIXTURE& MIN. I z Q CANTILEVER DECK DETAIL COPING DETAIL
3" NICHE I g J N.T.S. N.T.S.
MIN. R=6"WHENH=3'-0" O¢
RADIUS INCREASES("FOR EACH 1'OF DEPTH<5'-0" 2-#3 EACH WAY
R=2'-0"WHEN H=SI-
RADIUS INCREASES TFOR EACH 1'OF DEPTH>5'-0"
STD.REINF.: QUARTZ AGGREGATE PLASTER FINISH •I I o
#3 REBAR @ 10"O.C.B.W.MIN. SHOTCR TE WALL 6
COVER 3"(EARTH SIDE),2 6"MINS ELL EXPANSION JOINT DECK SLAB
(POOL SIDE). REFER TO THICKNESS
STRUCTURAL NOTE#1 FOR _` — e LIGHT NICHE DETAIL
ALTERNATE SCHEDULE. - — — —
N.T.S. 2-#3 _ BEND DOWN
t BOND BEAM BARS
io
TYPICAL POOL WALL SECTION
#3 BAR BEND
SCALE:N.T.S. AS SHOWN — — F-013#3 i o
SPA WALL SKIMMER DETAIL MT.S. BOND BEAM
SCHEDULE N.T.S.
NOTE: MAYBE USED WITH
DEPTH OF CONCRETE SAND,GRAVEL,OR ROCK
WATER FT THICKNESS SOIL CONDITIONS ONLY.
INCHES
10"MIN.
3.0 6 z 6"MAX_ WATER &12pL,TERNATE
TROUGHMBING
3.5 6
SEE SPA WALL SC CATION
AT GRADE
4.0 8 SEE 6" NOTE15UCTURAL III- AT GRADE PLANS EXPIRE: PLANS VALID FOR THIS
4.5 10 2-#3 BARS NOTE 15 I
(OR 1-#4 BAR) Z
5.0 10 -� I11- WATER _ BUILDING DEPT. ONLY:
in I I I TROUGH IF7 III— I OR ELEVATED
HORIZ.REIN.#3 BARS 8"
VERTICAL O.C.FOR FREE STANDING a —I OCTOBER 24,
REINFORCEMENT 93- WALLS =
10 INCH CENTERS. TYPICAL REINF. OR
NOTE:GREATER WALL VERT.REINF.SEE SPA I 10"0.C.E.W. I n II 2017 CITY OF JACKSONVILLE, FL
WALL SCH.
THICKNESS(T)OR z
DOUBLE CURTAIN
REINFORCEMENT MAY • fl
BE USED IF REQUIRED
FOR AESTHETICS OR SHEER DESCENT DETAIL
RESIDENTIAL
PLUMBING FLOOR REINF.CONT. N.T.S. Certifica%jjj Uthotllyny- STRUCTURAL DETAILS
FROM SPA TO POOL 28177
433�AlI�:)�{K � °541d�E 101
MIN.15"LAP EITHER s�Ji,Q�• �i222
SPA DETAIL DIRECTION Z •a64-9
N.T.S. '���``�'.'• L\�E e ��®�•., v`�P`'p'
• POOLS BY JOHN GARNER
Nol 56714 CPC 049389, 1456631, 1457486
* 10221 BEACH BLVD.
JACKSONVILLE, FL 32246
�'9.,�� • �•' c�.. 904-743-2060
'sa (q °*+e.s•.s%• >w?c'�s` DWG.BY. MAC
/�} g� p "t NOT TO SCALE SHEET 2 OF 4 APPROVED BY:
r..PROFE JEL�
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9F€tee a
ENERGY EFFICIENCY NOTES: ELECTRICAL NOTES:
1. TIME SWITCHES SHALL BE INSTALLED TO CONTROL SWIMMING POOL HEATERS AND 1. GROUND AND BOND ALL POOLS AND RELATED EQUIPMENT IN ACCORDANCE WITH NEC
TRANSFORMER REQUIRED FOR PUMPS THAT CAN AUTOMATICALLY TURN THE HEATERS AND PUMPS OFF AND ON ARTICLES 250 AND 680. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL
LOW-VOLTAGE INSTALLATIONS ONLY ACCORDING TO A PRESET SCHEDULE. EXCEPTIONS: CONTRACTOR TO ENSURE THAT ALL METALLIC PARTS OF THE POOL STRUCTURE,
1.a. WHERE PUBLIC HEALTH STANDARDS REQUIRE 24-HOUR PUMP OPERATION INCLUDING THE POOL SHELL AND DECK REINFORCING BARS AND ALL OTHER METAL
1.b. WHERE PUMPS ARE REQUIRED TO OPERATE SOLAR-AND WASTE-HEAT RECOVERY PARTS ARE BONDED PER NEC ARTICLE 250 AND 680. BOND TOGETHER REINFORCING
POOL SYSTEMS BARS USING STEEL TIE WIRES. BOND ALL METAL PARTS TO POOL REINFORCING BARS
\ 1.c. WHERE PUMPS ARE POWERED EXCLUSIVELY FROM ON-SITE RENEWABLE USING #8 AWG COPPER WIRES. THESE METAL PARTS INCLUDE,BUT ARE NOT LIMITED
\ GENERATION TO LADDERS,RAILINGS,PIPING,CONDUIT,METAL DOOR FRAMES AND METAL PARTS
47777777 .477777777z \ 2. HEATED SWIMMING POOLS AND INGROUND PERMANENTLY INSTALLED SPAS SHALL BE WITHIN 6 OF INSIDE WALL OF POOL. CONNECTION SHALL BE EXOTHERMIC WELD,LISTED
j EQUIPPED WITH A VAPOR-RETARDANT COVER ON OR AT THE WATER SURFACE OR A PRESSURE CONNECTORS OR CLAMPS AS APPLICABLE. GROUND STEEL COLUMNS(I.E.
LIQUID COVER OR OTHER MEANS PROVEN TO REDUCE HEAT LOSS. EXCEPTION: FOR TOWERS OR SLIDES)PER NEC ARTICLE 250 AND 680 AND NFPA 780. IF REINFORCING
I OUTDOOR POOLS DERIVING OVER 70%OF THE ENERGY FOR HEATING FROM A BARS ARE ENCAPSULATED WITH A NON CONDUCTIVE COMPOUND,CONTACT ENGINEER
SITE-RECOVERED ENERGY OR SOLAR ENERGY SOURCE COMPUTED OVER AN BEFORE PROCEEDING.
300 WATT 1 REFER TO OPERATING SEASON.
UNDERWATER j NOTE 4 3. POOL FILTRATION PUMP MOTORS SHALL MEET THE FOLLOWING REQUIREMENTS: 2 THIS ELECTRICAL INSTALLATION SHALL MEET ALL REQUIREMENTS OF NEC ARTICLES 250
3'MIN.FROM INSIDE WALL LIGHT3.a. POOL PUMP MOTORS SHALL NOT BE SPLIT-PHASE,SHADED POLE OR CAPACITOR
AND 680. IN ACCORDANCE WITH THIS,UNDERGROUND WIRING SHALL NOT BE PERMITTED
\
START INDUCTION RUN TYPES UNDER THE POOL OR WITHIN 5HORIZONTALLY FROM THE INSIDE WALL OF THE POOL
R 3.b. POOL PUMPS AND POOL PUMP MOTORS WITH A TOTAL HORSEPOWER(HP)OF UNLESS THIS WIRING IS NECESSARY TO SUPPLY POOL EQUIPMENT PERMITTED BY NEC
GREATER THAN OR EQUAL TO 1 HP SHALL HAVE THE CAPABILITY OF OPERATING AT ARTICLE 680. ALL RECEPTACLES SHALL BE LOCATED AT LEAST 10'FROM THE INSIDE
TWO OR MORE SPEEDS. THE LOW SPEED SHALL HAVE A ROTATION RATE OF NO WALL OF POOLS. ALL RECEPTACLES WITHIN 20'OF THE POOL SHALL HAVE GFCI
TPROTECTION. ADDITIONALLY,ALL UNDERWATER LIGHTING SHALL BE GFCI PROTECTED.
` 3.c. POOL PUMPS MOTOR CONTROLS HAL HAVE THEE CAPABILITY OF OPERATING THE MOUNTING HEIGHT FOR ANY LIGHT FIXTURES SUSPENDED OVER POOLS SHALL BE NOT
I POOL PUMP AT A MINIMUM OF TWO SPEEDS. THE DEFAULT CIRCULATION SPEED LESS THAN 12'ABOVE MAXIMUM WATER LEVEL.
SHALL BE THE RESIDENTIAL FILTRATION SPEED WITH A HIGHER SPEED OVERRIDE 3. IF APPLICABLE.PROVIDE#12 AWG CONDUCTORS AND GROUND FOR 12V UNDERWATER
BONDING CONDUCTOR. I
CAPABILITY FOR A TEMPORARY PERIOD NOT TO EXCEED ONE NORMAL CYCLE OR LIGHTING CIRCUITS LESS THAN 8'IN LENGTH. FOR 12V CIRCUITS F TO 15'IN LENGTH,
I REFER TO NOTE#7 24 HOURS,WHICHEVER IS LESS. EXCEPTION: SOLAR POOL HEATING SYSTEMSSHALL BE PROVIDE#8 AWG CONDUCTORS AND GROUND. FOR 12V CIRCUITS GREATER THAN 15',
! 1 SOLAR HEAT GAIN.ED TO RUN AT HIGHER SPEEDS DURING PERIODS OF USABLE BUT LESS THAN 25'IN LENGTH,PROVIDE#6 AWG CONDUCTORS AND#6 GROUND. NO 12V
11 4. HYDRAULIC SYSTEMS FOR NEW POOLS MUST BE DESIGNED IN ACCORDANCE WITH
CIRCUIT SHALL BE MORE THAN 25'IN LENGTH.
j APSP-15,"AMERICAN NATIONAL STANDARD FOR RESIDENTIAL SWIMMING POOL AND
SPA ENERGY EFFICIENCY." 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
-----------------------
..............T ------------------------------------------
'-------' —'----- •—.—.—._._ — TO GROUND FAULT CIRCUIT INSIDE WALL OF THE POOL.THE RECEPTACLE SHALL BE LOCATED NOT MORE THAN 6FT.
INTERRUPTER THEN TO POWER 6 IN.ABOVE THE FLOOR,PLATFORM,OR GRADE LEVEL SERVING THE POOL.
BONDING GRID. SOURCE WITH TRANSFORMER 4'MIN.
REFER TO NOTE#6 5. RECIRCULATION PUMP SHALL BE ELECTRICALLY INTERLOCKED WITH CHEMICAL
JUNCTION BOX EQUIPMENT,IF APPLICABLE.
TYPICAL SWIMMING POOL BONDING GRID PLAN RIGID,IMC OR NON METALLIC 6. AN EQUIPOTENTIAL COMMON BONDING GRID IS REQUIRED FOR ALL PAVED WALKING
#8 AWG COPPER WIRE CONDUIT 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
TIMECLOCK THE
OR NON METALLIC REINFORCING RODS(REBAR),OR#8 BARE,SOLID COPPER CONDUCTORS.6 X 6 X 10
CONDUIT OR APPROVED WELDED WIRE FABRIC(MESH)IS ACCEPTABLE WHEN PROPERLY INSTALLED ON CHAIRS
EQUIVALENT AND EACH SECTION IS CLAMPED WITH APPROPRIATE LISTED DEVICES AND/OR#8 SOLID
TO SERVICE PANEL SPST Z COPPER JUMPERS.THE BONDING GRID MAY NOT BE INSTALLED DIRECTLY IN EARTH
JUNCTION CONTACT OR WITHOUT PROPER COVER,THE INSTALLATION MUST BE IN ACCORDANCE
BOX TOGGLE 300 WATT UNDERWATER LIGHTS SHALL BE NEC. WITH 680.26(C),NATIONAL ELECTRIC CODE(NEC-LATEST VERSION)AND FLORIDA
SWITCH APPROVED AND SHALL FEATURE STAINLESS STEEL r' BUILDING CODE(FBC-LATEST VERSION)W/LATEST AMENDMENTS.
4'MIN. FORMING SHELL WITH BRASS MOUNTING RING.
DISCONNECT SHELL SHALL HAVE A 1"NPT CONDUIT WITH OPENING 7. THE FOLLOWING IS AN ACCEPTABLE ALTERNATIVE TO THE BONDING GRID DEFINED IN
PACKING GLAND. LIGHT SHALL BE HOUSED IN A NOTE#6,ABOVE:AN UNDERGROUND BONDING CONDUCTOR MADE OF A SINGLE#8 AWG
PUMP STAINLESS STEEL ENCAPSULATION BOLTED TO A BARE SOLID COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6 INCHES
CHROME PLATED FACE RING FOR COMPRESSING OF BELOW SUBGRADE AND 18 INCHES TO 24 INCHES FROM INSIDE WALL OF THE SWIMMING
POOL DECK A 360°DOUBLE WALL SYNTHETIC GASKET. POOL OR SPA.THIS IS DEFINED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO
12 V TRANS. NOTES: COMPLIANCE WITH S.680.26(C)OF THE NEC(2014),NFPA 20,ADOPTED BY REFERENCE
WITHIN FBC.
1. ALL ELECTRICAL SHALL CONFORM WITH ART 680 NEC-
3#12 IN y"COND. LATE T SS LIGHT FIXTURE&NICHE W/COMPRESSION HUB&
300W,12V LAMP OR 120 VAC W/GFCI PER NEC
12V/300W WITH LOW WATER 2� BON ALL SHEATHED CABLES,RACEWAYS,METAL PIPING
AND Lt FIXED METAL PARTS NOT SEPARATED BY #8 AWG PRESSURE GROUND PLANS EXPIRE: PLANS VALID FOR THIS
CUT-OFF OR 120 VAC W/GFCI PER ANENT BARRIER,IF WITHIN 5 FT HORIZONTALLY FROM CONNECTOR TO COMMON
PER NEC WATE R,12 FT VERTICALLY OF MAX WATER LEVEL. BONDING WITH REINFORCING BUILDING DEPT. ONLY:
ELECTRICAL DIAGRAM STEEL OR PLUMBING
POOL LIGHT DETAIL OCTOBER 24,
INCOMIN POWER SUPPLY JUNCTIONBOX(IFUSED) 2017 CITY OF JACKSONVILLE FL
SERVICE PANEL LADDER,HAND RAIL, TRANSFGRMER �
DIVING BOARD,ETC... POOL LIGHT
POOL LIGHT
NEUTRAL BAR HEATER CASE
/-TO GROUND a-um-t RESIDENTIAL
/ POOL CONTROL ELECTRICAL NOTES
PUMP METAL CONDUITS REINFORCING PANEL
MOTOR N)!
EUTRAL BAR GROUND BAR OR PIPING SYSTEM STEEL III o�III 4,r49fic� Is9A8>�1deC No.28177 AND DETAILS
TRANSFORMER c� aA8�0 0�11} �SUlTE 101
FLEXIBLE CORD �s�`� ` 3-,3'FAX 8b5 '`'t
GROUNDING TERMINAL O • CE fvs �P® 606-
3 CONDUCTOR . . POOLS BY JOHN GARNER
`\\ H-N-G PUMP MOTOR ' e O. 6714. CPC 049389, 1456631, 1457486
#8 BOND TO #8 BOND TO 10221 BEACH BLVD.
STRUCTURAL STEEL STRUCTURAL
GROUND BAR #8 BOND IN STEEL *"
CONTROL PANEL PVC CONDUIT Is o a JACKSONVILLE, FL 32246
';�O • . ��?o '` 904-743-2060
TYPICAL GROUNDING SCHEMATIC TYPICAL BONDING SCHEMATIC s • ! �••®elf' DWG M,AC
✓fs,� (//���/� V�!! NOT TO SCALE
L NEER APPROVED BY.
SHEET 4 OF 4 JEL
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