1964 W Sevilla Blvd POOL19-0023 • r to
Permit Inspections
rj Pr
City of Atlantic Beach
Permit Number: POOL19-0023 Description: POOL AND SPA
Applied:4/29/2019 Approved: 5/23/2019 Site Address: 1964 W SEVILLA BLVD
Issued: 5/24/2019 Finaled: City, State Zip Code: Atlantic Beach, Fl 32233
Status: ISSUED Applicant: <NONE>
Parent Permit: Owner: SUMNER NANCY
Parent Project: Contractor: <NONE>
Details:
ELECTRIC PERMIT FROM HABITAT ELECTRICAL ASKED THAT THE PERMIT BE VOIDED
LIST OF INSPECTIONS
SEQ SCHEDULED DATE COMPLETED DATE TYPE INSPECTOR RESULT REMARKS
ID
POOL FINAL
BUILDING Mike Jones
Notes:
PUBLIC WORKS
POOL FINAL Scott Williams
Notes:
6/7/2019 6/7/2019 POOL STEEL Rick Bell PASSED
Notes:
HAYDEN 207-747-7330
GATE CODE 3121#
Hayden called to change to Friday 6/7/19.
7/23/2019 7/23/2019 POOL Mike Jones FAILED WITH
GROUNDING FEE
Notes:
HAYDEN 207-747-7330
GATE CODE 3121#
1. No documents on site.2. Electrical inspection was not called in under the electrical permit Number..$55
8/22/2019 8/22/2019 POOL SAFETY Mike Jones PASSED
Notes:
HAYDEN 207-747-7330
GATE CODE 3121#
Child proof barrier installed.
Printed: Wednesday, 22 January, 2020 1 of 1 •
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JOB SPECIFIC PIPE SIZING, TOTAL DYNAMIC MEAD
CALCULATIONS AND EQUIPMENT SPECIFICATIONS
AND DOCUMENTATION ARE TO BE PROVIDED 137 TPE
POOL CONTRACTOR FOR EACP PROJECT. TPEII POOL
CONTRACTOR MUST USE TPE MAXIMUM FLOW CAPACITY
OF TPE SELECTED PUMP AND PROVIDE PYDR4ULIC
CALCULATIONS FOR TDP TO DETERMINE PROPER
PUMP AND PIPING SIZING. TPE MANUFACTURER'S
EQUIPMENT SPECIFICATIONS AND OTPER DOCIII,IMENTATION
FOR PUMPS, FILTERS, PEATER EQUIPMENT AND MAIN
DRAINS AND COVERS ARE TO BE SUBMITTED FOR
REVIEW AND DOCUMENTATION FOR SIZING TPE
CIRCULATION SYSTEM.
RECIRCULATION
CHLORINATOR
POOL
FILTER
SKIMMER SUCTION
MAIN DRAIN
3"
UL APPROVED
UNDERWATER LIOHT-�l
THE MAIN DRAIN PIPE INVERT NEEDS TO BE IS TIMES
THE DIAMETER DOWN FROM THE TOP OF THE
MAIN DRAIN GRATE TO THE TOP OF THE
MAIN DRAIN PIPE, IF THE PIPE COMES IN VERTICAL
TO THE MAIN DRAIN BOX.
IF THE MAIN DRAIN PIPE COMES INTO THE
MAIN DRAIN BOX HORIZONTALLY, THE COVER DEEP END FL
FROM THE TOP OF THE GRATE TO THE TOP WALL REINFO
OF THE MAIN DRAIN PIPE NEEDS TO BE 1.5 TO SLOPE SF
TIMES THE DIA. OF THE MAIN DRAIN PIPE. 03 BAR ® 12"
1-1/2 TIMES THE DIA. 03 BAR ® G"
1-1/2 TIMES THE 61A.
MAIN
MAIN DRAIN
DRAIN
zo
2-#3 BARS-
CONT. IN
8"XB" BOND
BEAM
POOL SHELL 3000 PSI PUMP MIX CONCRETE
PNEUMATICALLY APPLIED.
5"-1" IN VERTICAL WALLS (TYP)
6'-8" IN COVES AND FLOORS (TYP)
2500 MIN. GUNITE MAY BE 5UB51TIUTED
FOR 3000 PSI CONCRETE
RETURN LINE
WATER LINE
DECK OVER
POUR OR
BRICK COPING
1-03 BAR CONT.
G" OF WATER IN 5" THICK BOND
LINE TILES BEAM
ALTERNATE BEAM
FIN15H DETAIL
SKIMMER
VRE7Uf;ZN INLET
jUNDERWATER LIGHT
W
Q
Z
^mMEET TPE VIRGINIA
- \ BAKER POI OL AND SPA SAFETY ACT.NS AEME I
RETURN INLET
TYPICAL 5WIMMING POOL
VARIES
03 BARS GRADE 40,12" O.G.
6"X6" VERTICAL AND
CERAMIC TILE HORIZONTAL (TYP)
HATER -INE
1/2"QUART
FINISH
--MAIN DRAIN W/ RELIEF PLUG OR 2"
HYDROSTATIC RELIEF VALVE, IF REO -D.
ROCKBED
)N CENTER, EACH WAY < 1.0" DEEP
�N CENTER, EACH WAY > 1.0' DEEP AND OVER.
SF -0710N.
03 BARS 12" ON CENTER
EACH WAY (GRADE 40)
GENERAL NOTES:
I. POOL IS TO BE BUILT TO COMPLY WITH FLORIDA,
COUNTY AND CITY BUILDING CODES.
2. ALL METAL PARTS WITHIN 5 FT. WILL BE GROUNDED
AS PER NATIONAL ELECTRIC CODE AND AS REQUIRED
BY LOCAL IN5PEGTOR.
3. FILTRATION SYSTEM WILL HAVE SUFFICIENT CAPACITY
TO PROVIDE A COMPLETE TURNOVER OF POOL WATER
IN (12) TWELVE HOURS OR LESS.
4. POOL CONSTRUCTION TO BE THE SAME REGARDLESS
OF 51ZE AND 5HAPE. IF FILL 15 REQUIRED FOR 2 FT. TO
4 FT. OF WALL HEIGHT THEN WALLS HAVE TO BE
REINFORCED WITH ADDITIONAL STEEL (8" O.G. BOTH WAY5)
AND/ OR EXTRA WALL THICKNESS (8" TO 10")
5. ALL PVC PIPE WILL BE SCHEDULE 40.
G. ALL METAL FIXTURES AND POOL LIGHTS TO BE BONDED
TO POOL STEEL AND GROUND WIRE.
"I. POOL ALARMS DO NOT NEED TO BE HARDWIRED
ARE ASMED
OFFICE COPY 8 TOIBCONDITIONS AT POOLE ADEQUATE FOR A SINGLEATION FAMILY DWELLLLING.
RETURN
LOW
9. TERMITE CONTROL WILL BE APPLIED UNDER ALL
PROFILE
I,_6..
JUNCTION
BOX
40
MIN.
SWIM
OUT
3"
UL APPROVED
UNDERWATER LIOHT-�l
THE MAIN DRAIN PIPE INVERT NEEDS TO BE IS TIMES
THE DIAMETER DOWN FROM THE TOP OF THE
MAIN DRAIN GRATE TO THE TOP OF THE
MAIN DRAIN PIPE, IF THE PIPE COMES IN VERTICAL
TO THE MAIN DRAIN BOX.
IF THE MAIN DRAIN PIPE COMES INTO THE
MAIN DRAIN BOX HORIZONTALLY, THE COVER DEEP END FL
FROM THE TOP OF THE GRATE TO THE TOP WALL REINFO
OF THE MAIN DRAIN PIPE NEEDS TO BE 1.5 TO SLOPE SF
TIMES THE DIA. OF THE MAIN DRAIN PIPE. 03 BAR ® 12"
1-1/2 TIMES THE DIA. 03 BAR ® G"
1-1/2 TIMES THE 61A.
MAIN
MAIN DRAIN
DRAIN
zo
2-#3 BARS-
CONT. IN
8"XB" BOND
BEAM
POOL SHELL 3000 PSI PUMP MIX CONCRETE
PNEUMATICALLY APPLIED.
5"-1" IN VERTICAL WALLS (TYP)
6'-8" IN COVES AND FLOORS (TYP)
2500 MIN. GUNITE MAY BE 5UB51TIUTED
FOR 3000 PSI CONCRETE
RETURN LINE
WATER LINE
DECK OVER
POUR OR
BRICK COPING
1-03 BAR CONT.
G" OF WATER IN 5" THICK BOND
LINE TILES BEAM
ALTERNATE BEAM
FIN15H DETAIL
SKIMMER
VRE7Uf;ZN INLET
jUNDERWATER LIGHT
W
Q
Z
^mMEET TPE VIRGINIA
- \ BAKER POI OL AND SPA SAFETY ACT.NS AEME I
RETURN INLET
TYPICAL 5WIMMING POOL
VARIES
03 BARS GRADE 40,12" O.G.
6"X6" VERTICAL AND
CERAMIC TILE HORIZONTAL (TYP)
HATER -INE
1/2"QUART
FINISH
--MAIN DRAIN W/ RELIEF PLUG OR 2"
HYDROSTATIC RELIEF VALVE, IF REO -D.
ROCKBED
)N CENTER, EACH WAY < 1.0" DEEP
�N CENTER, EACH WAY > 1.0' DEEP AND OVER.
SF -0710N.
03 BARS 12" ON CENTER
EACH WAY (GRADE 40)
GENERAL NOTES:
I. POOL IS TO BE BUILT TO COMPLY WITH FLORIDA,
COUNTY AND CITY BUILDING CODES.
2. ALL METAL PARTS WITHIN 5 FT. WILL BE GROUNDED
AS PER NATIONAL ELECTRIC CODE AND AS REQUIRED
BY LOCAL IN5PEGTOR.
3. FILTRATION SYSTEM WILL HAVE SUFFICIENT CAPACITY
TO PROVIDE A COMPLETE TURNOVER OF POOL WATER
IN (12) TWELVE HOURS OR LESS.
4. POOL CONSTRUCTION TO BE THE SAME REGARDLESS
OF 51ZE AND 5HAPE. IF FILL 15 REQUIRED FOR 2 FT. TO
4 FT. OF WALL HEIGHT THEN WALLS HAVE TO BE
REINFORCED WITH ADDITIONAL STEEL (8" O.G. BOTH WAY5)
AND/ OR EXTRA WALL THICKNESS (8" TO 10")
5. ALL PVC PIPE WILL BE SCHEDULE 40.
G. ALL METAL FIXTURES AND POOL LIGHTS TO BE BONDED
TO POOL STEEL AND GROUND WIRE.
"I. POOL ALARMS DO NOT NEED TO BE HARDWIRED
ARE ASMED
OFFICE COPY 8 TOIBCONDITIONS AT POOLE ADEQUATE FOR A SINGLEATION FAMILY DWELLLLING.
9. TERMITE CONTROL WILL BE APPLIED UNDER ALL
POOL DECKS.
10. ALL PUMPS AND FILTERS WILL BE ANCHORED To A
CONCRETE PAD WITH TAP CON ANCHORS.
ll. ALL POOL AND SPA SUCTION INLETS SHALL BR PROVIDED
WITH A COVER THAT HAS BEEN TESTED AND ACCEPTED
BY A RECOGNIZED TESTING FACILITY AND COMPLY WITH
9
N%
A.N.5.L/A.5.M.E. A112.Ig, 8M, "SUCTION FITTINGS FOR USE IN
SWIMMING POOLS, SPAS, HOT TUBS, AND WHIRLPOOLS BATHTUB
-�
APPLIANCES"
12, THE POOL DESIGN WILL MEET CHAPTERS 42 AND 45 OF THE 2011
FLORIDA BUILDING CODE 6TH EDITION,
e
13 RESTTHE1DENTIAL POOLS MUST COMPLY V41TW RS 42 AND 45 OF
CL I
2201*1 FLORIDA BUILDING CODE 6TH EDITION.
� 1 R-3 a
14. POOL CONSTRUCTION WILL MEET 2014 NATIONAL ELECTRIC
¢- ate"
o
('
CODE. SEE 68026 (5)(2)(b) FOR PERIMETER BONDING
V Cl ®cj
h
USING AT LEAST ONE() 08 AWG BARE SOLID COPPER
CONDUCTOR.
Lu
15. FOR RE51DENTIAL POOLS UP TO A WATER DEPTH
m
OF 8'-0" #3 REBAR 12" O.C.B.W. OVER 8'-0";
=SPECIAL
0 0 0 QA
ENGINEERING 15 REQUIRED AND IS NOT
6n
PART OF THIS DRAWING 5PECIFICATION5. WALL
..1
� E'-
THICKNESS SHALL PROVIDE CODE COVER OVER
REINFORCING. FOR OVER 8'-0" A SPECIAL DESIGN
CC
Q Z
WILL BE REQUIRED.
W
O LL
LL (j `"
16. RESIDENTIAL POOLS SHALL COMPLY WITH THE
®a
ANSI/APSP/ICC-5 2011 FOR RESIDENTIAL INGROUND POOLS,
Lc
m
ANSI/AP5P/ICC-3 2014 FOR PERMANENTLY INSTALLED
w
RESIDENTIAL SPAS, AND AN51/AP5P/IGC-1 2013 FOR
`r? W
W
0
W
SUCTION ENTRAPMENT AVOIDANCE STANDARDS.
W U W
AND AN51/AP5P/ICC-I5A 2013 STANDARD FOR RESIDENTIAL
Lu
SWIMMING POOL AND 5PA ENERGY EFFICIENCY
u
L
Il. DO NOT USE OR OPERATE POOL OR SPA IF THE SUCTION
CC
W
FITTING 15 MISSING, BROKEN, OR LOOSE.
cc
18. IF THE SUCTION INLET SYSTEM, SUCH AS AN AUTOMATIC
CLEANING SYSTEM, 15 A VACUUM CLEANER SYSTEM WHICH
HAS A SINGLE SUCTION INLET, OR MULTIPLE SUCTIONS INLETS
WHICH CAN BE ISOLATED BY VALVES, THEN EACH SUCTION
INLET SHALL PROTECT AGAINST USER ENTRAPMENT BY EITHER
4" THICK CONCRETE DECK
AN APPROVED ANTI -VORTEX COVER, 12" X 12" GRATE OR LARGER,
W/ FIBER MIX 2500 P51
OR OTHER APPROVED MEANS.
POOL SHELL 3000 P51 PUMP MIX CONCRETE
PNEUMATICALLY APPLIED.
5"-1" IM VERTICAL WALL$ (TYP)
IPI COVES AND FLOORS (TYP)
2500 MIN. GUNITE MAY BE 5UBSITIUTED
FOR 3000 P51 CONCRETE
COMPACTED SOIL UNDER PARKER MYNONENBERG 4 A550C., INC.
CONCRETE DECK
PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
1129 RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32118
(386) 611-6881 FAX (386) 611-2114
TYP I CAL
RES I DENTAL SW/POOL
DESIGN FOR
FLORIDA LUXURY POOLS, INC.
—14 'LEV7 ROAD
ATLANTIC BEACH, FL. 32233
q04-226-1326 / C104-222-1188
CPC1458CIgq
SHEET I OF 4
RECIRCULATION
CHLORINATO
POOL
FILTER
THERAPY JET
\ RETURN LINE
45 MEET THE VIRGINIA GRAEME
7L AND SPA SAFETY ACT.
IN DRAIN MAY BE ON 51DE WALL)
TER LIGHT
)LLNO5E
PTI ONAL
9E OF
STEP.
TYP I G AL 5PA POOL - 2 MAIN DRA I N5 ON I=LOOR
POOL SHELL 3000 PSI CONCRETE
PNEUMATICALLY APPLIED.
G" IN VERTICAL WALLS (TYP)
G" IN COVES AND FLOORS (TYP)
2500 MIN. &UNITE MAY BE 5UB51TIUTED
FOR 3000 PSI CONCRETE
1/2" QUARTZ
FINISH
VARIES
UL APPROVED
UNDERWATER
LIGHT
WATER
, LINE
4" THICK CONCRETE
DECK W/ FIBERMIX
3000 P51 --�
6"XG" CERAMIC TILE
PROFILE
JUNCTION
BOX
i -
COMPACTED 501L I O
UNDER CONGETE L.-.-.� �•- -
DECK
I 1
MAIN DRAIN--------
SUCTION
SUCTION LINE --i
MAIN DRAIN W/ RELIEF
PLUG OR 2"
HYDROSTATIC RELIEF
VALVE, IF REQ'D.
5EGTI ON
03 BARS 12" O.G.
VERTICAL AND
HORIZONTAL (TTP)
(GRADE 401
OFFICE COPY
THE MAIN DRAIN PIPE INVERT NEEDS TO BE 15 TIMES
THE DIAMETER DOWN FROM THE TOP OF THE
MAIN DRAIN GRATE TO THE TOP OF THE
MAIN DRAIN PIPE, IF THE PIPE COMES IN VERTICAL
TO THE MAIN DRAIN BOX.
IF THE MAIN DRAIN PIPE COMES INTO THE
MAIN DRAIN 'BOX HORIZONTALLY, THE COVER
FROM THE TOP OF THE GRATE TO THE TOP
OF THE MAIN DRAIN PIPE NEEDS TO BE 1.5
TIMES THE DIA. OF THE MAIN DRAIN PIPE.
1-1/2 TIMES THE DIA.
1-I/2 TIMES THE DIA.
MAIN
MAIN DRAIN
DRAIN
CAP TILE/ BRICK/ OR CANTILEVER WITH
WATERLINE TILE
AGRLYIG FINISH
REBAR
CONTINUOUS
STEEL
REINFORCED
CONCRETE -
G"
DECK, AND TILE RETAIL
POOL BONDING NOTES:
I. EQUIPOTENTIAL BONDING OF PERIMETER SURFACES REQUIRES A
COPPER CONDUCTOR; MINIMUM #8 AWG BARE SOLID COPPILR
CONDUCTOR WHICH FOLLOWS THE CONTOUR OF THE PERIT-IETER
SURFACE OF THE POOL FROM 18" TO 24" FROM THE INSIDE WALLS
OF THE POOL AND WHICH IS SECURED WITHIN OR UNDER THE
PERIMETER SURFACE 4" TO 6" BELOW 5UBGRADE, THE PERIMETER
BONDING SHALL BE ATTACHED TO THE POOL REINFORCIN3 SHELL
AT A MINIMUM OF 4 POINTS UNIFORMLY SPACED AROUND THE
PERIMETER OF THE POOL.
2. ALL UNDERGROUND OR UNDER SLAB CONNECTIONS SHALL, BE BY LISTED MEANS
PER NEC 250.8. BONDING CABLES UNDER SLAB SHALL BE PLACED AT THE BOTTOM
OF EXCAVATION,
3. WHEN REBAR 15 UTILIZED FOR THE CONSTRUCTION OF PLI�NTERS AND FOOTERS
ADJACENT TO THE POOL (WITHIN 5 FT), THIS REBAR SHALE_ BE BONDED U51NO
#8 AWG BARE SOLID COPPER CONDUCTOR BY LISTED MEANS PER NEC 250.8
TO THE BONDING CONDUCTOR.
4. LOCATION OF COPPER BONDING CONDUCTOR, BONDING JUMPERS, AND CONNECTIONS
SHOWN ARE DIAGRAMMATIC ONLY. CONTRACTOR SHALL PIELD ROUTE TO DETERMINE
EXACT LOCATION. BONDING CONDUCTOR SHALL CONFORM TO THE SHAPE OF THE POOL
WHILE MAINTAINING SMOOTH RADIAL CURVES - NO 010° RADIUS SHALL BE PERMITTED.
5. RESISTANCE OF THE GROUND SYSTEM SHALL NOT EXCEED 25 OHMS.
G. IF REQUIRED, ALL GROUND RODS SHALL BE 5/8" COPPER GLAD STEEL, S' LONG
AND DRIVEN TO A DEPTH OF 28" BELOW FINISHED GRADE:, MINIMUM, AND WHERE
USED SHALL BE BONDED U51NG MB AWG BARE SOLID COPPER CONDUCTOR BY LISTED
MEANS PER NEC 250.8 TO THE BONDING CONDUCTOR.
1. SPECIAL CASES MAY INCLUDE, BUT ARE NOT LIMITED TO, ✓ANI5HING EDGE POOLS,
POOLS WITH PERIMETERS OF VARYING (VERTICAL) GRADES, DIMINISHED PERIMETER
SURFACES LIKE EDGE PLANTERS, STOP/RETAINING WALLS AND ZERO -LOT LINES.
IN THESE CASES, THE BONDING CONDUCTOR SPALL BE INSTALLED IN ACCORDANCE
WITH NEC 680.26, NOTE I (ABOVE), AND DIRECTION FROM THE AUTHORITY HAVING
JURISDICTION (AHJ). THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR
COORDINATION OF THE BONDING WITH THE AHJ IN THE Df -TERMINATION OF ITS
APPLICATION OF THE NEC.
LADDER, HANDRAIL,
DIVING BOARD, ETC.
PUMP MOTOR
METAL CONDUITS
OR PIPING SYSTE
FOOL
REINFORCING
STEEL
III 0 III
HEATER CASE
TRANSFORMER
A
S. COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE POOL AND SPA REBAR AS
SHOWN, 4 LOCATIONS, MINIMUM AT EACH SEPARATE BODY OF WATER, U51NG A 08 AWG
BARE SOLID COPPER CONDUCTOR. FOR NON-CONDUCTIVE POOL SHELLS, BONDING
AT 4 POINTS SHALL NOT BE REQUIRED.
01. COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE EQUIPMENT GROUND OF
THE POOL PUMP MOTOR AND OTHER ELECTRICAL COMPONENTS AS REQUIRED BY
NEC 680.26 (VERIFY LOCATIONS) U51NO «8 AWG BARE SOLID COPPER WIRE.
10. COPPER BONDING CONDUCTOR SHALL BE BONDED TO ALL METALLIC COMPONENTS OF
THE POOL AND SPA AND THE METAL STRUCTURES, INCLUDING, BUT NOT LIMITED TO, ALL
HANDRAILS, DIVING BOARDS, AND LADDER GRABRAILS IN THE POOL AND SPA AND
AND INCLUDE ALL METAL WIRING AND ALL FIXED METAL PARTS THAT ARE WITHIN 5 FT.
HORIZONTALLY OF THE INSIDE WALL OF THE POOL (5PA) AND 12 FT VERTICALLY ABOVE
THE MAXIMUM WATER LEVEL OF THE POOL USING 08 AWG BARE COPPER WIRE.
11. ALL POOL AND SPA LIGHTING NICHES SHALL BE BONDED TO POOL AND SPA REBAR
PER NEC 680. THE COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE
REBAR AT BOTH THE POOL AND THE SPA, PER NOTE 8, ABOVE, WHICH SHALL, IN
TURN, PROVIDE BONDING OF THE LUMINAIRE NICHES.
AJ PER THE NEC, NFPA 10 ARTICLE 680.23 (5)(5), STATES THAT BONDING SHALL NOT BE
REQUIRED FOR LUMINAIRES THAT ARE LISTED FOR THE APPLICATION AND HAVE NO NON-
CURRENT CARRYING METAL PARTS. IN ADDITION, PER ARTICLE 680.26 (15)(4), EXCEPTION
STATES THAT LISTED LOW -VOLTAGE LIGHTING SYSTEMS WITH NON-METALLIC FORMING SHELLS
SHALL NOT REQUIRE BONDING.
THEREFORE, LUMINAIRES THAT ARE LOCATED IN THE CLASS 2 CIRCUIT WITH POLMERIC/
NON-CURRENT CARRYING METAL PARTS ARE NOT REQUIRED TO BE GROUNDED/BONDED,
12. ELECTRICAL CONTRACTOR SHALL CALL FOR THE INSPECTION OF THE BONDING OF
THE POOL AND ITS PERIMETER SURFACES PRIOR TO COVER-UP OF THESE AREAS.
i
BOND JUt,
NOTE 01
TYPICAL
JUNCTION BOX
(IF USED)
POOL LIGHT NICHE
CONTROL PANEL(S)
TYPICAL POOL E30NDING srpr= IATIG
NOT TO SCALE
SCHEMATIC NOTES:
I. THE EQUIPOTENTIAL BONDING OF ALL CONDUCTIVE FOOL SHELLS, PERIMETER SURFACES,
METALLIC COMPONENTS, UNDERWATER LIGHTING, METAL FITTINGS, ELECTRICAL EQUIPMENT,
AND METAL WIREWAY5/CONDUIT5 SHALL BE IN ACCCRDANCE WITH NEC 68026. OR, AS
ACCEPTED BY THE AUTHORITY HAVING JURISDICTI01'14 (AHJ).
TYP I GAL FOOL BONDING PLAN
NOT TO SCALE
BOND JUMPER
NOTE 8
TYPICAL
NOTES I, 4,
5 AND 8
BONDING LEGEND
• BOND CONNECTION, PER NEC 250.8
o PARALLEL TAP CONNECTION,tPER NEC 2508
UNDERGROUND BONDING CONDUCTOR, •8 AWG
PARKER
FROM POOL OR APPARATUS
BONDING CONDUCTOR
OFFICE COP
NOTE I
MINIMUM 5/8" DIAMETER
COPPER GROUND ROD
\ FROM POOL REBAR OR
DRIVEN UNTIL MAXIMUM
\\\ BONDING CONDUCTOR
RE515TANCE VALUE OF
25 OHMS 15 REACHED
(IF USED)
NOTE I
.TYPICAL
E30ND I NG TYPES
NOT TO SCALE
NOTES,
I. 5PLICES (WELDED OR MECHANICAL) SHALL BE PERFORMED IN
ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.
PARKER MYNONENBERG 4 A550C., INC.
PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
11201 RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32118
(386) 611-68011 FAX (386) 611-2114
TYPICAL
RESIDENTAL SW/FOOL
DSS I GN FOR
FLORIDA LUXURY FOOLS, INC.
-74 LEVY ROAD
ATLANTIC BEACH, FL. 32233
0104-226-1526 / q04-222-1188
CPC1458ggq
SHEET 5 OF 4
4" DECK
r ry
(1) 05 REBAR 1 <
CONT.
MAX.
FLT SLOPE/NO FOOTING
,4
TURN DOWN FOOTER DETAIL TYPE I
NT. 17(3) 03 REBAR CONT.
IFTIN4c ry
OR
STEEPER
MOTERATE SLOPE FOOTING STEEP SLOPE FOOTING
TYPE 2 TYPE 2
SLAB—FOOTING DETAILS
2500 MIN. GUNITE MAY BE SU55ITlUTED
FOR 3000 P51 CONCRETE
USE 6X6 10/10 WWM OR FIBER MESH
CURE FOR ONE WEEK BEFORE INSTALLING
ANCHORS.
i
CONCRETE PAVER DECK
v �
I2"
3000 P51 CONCRETE W/ 2=03 REBARS
RIBBON FOOTING W/ PAVER DECK
I
j
e
i
OFFICE COPY
3'-6" MIN. DISTANCE
LESS THAN I ON I
THE POOL CONTRACTOR
SHALL PLACE ALL STEEL
IN THE POOL WALL AT NO
MORE THAN G" ON CENTER!II-Ili—
IN BOTH DIRECTIONS IN
AREAS WHERE THE ANGLE
- 'II —i 11-1 1-III—I'
OF REPOSE IN ENCROACHED-1I�
� IIIEO-
i
ON OR THE POOL SHELL
ENCROACHES INTO THE
I TO I AREA.
EXISTING STRUCTURE
2" X 4" STRINGERS
PLACED AT 2 FT ON
CENTER IN ALL AREAS
STEEL TEX FORM W/
STRUCTURAL STEEL
IN PLACE TO BE
INDEPENDENTLY SUPPORTED
AWAY FROM SHORING.
THE POOL SHELL WALL SHALL BE
CONSTRUCTED AT G" THICKNESS.
0 3 REBARS AT G" ON CENTER
BOTH WAYS IN AREAS THAT EXTEND
INTO THE ANGLE OF REPOSE
STRINGER MAY BE DRIVEN,
INTO GROUND MIN. 9"
OR OTHERWISE SUPPORTED
TO PREVENT FROM KICKING
OUT AT BASE.
SNORING DETAIL
IN LOCATIONS WHERE EXISTING FOUNDATION IS
THREATENED BY UNDERMINING DUE TO ADVERSE CONDITIONS
AT THE TIME OF EXCAVATION SHORING MAY BE REQUIRED.
STRINGER TO BE SUPPORTED BY
CLEATING TO SUITABLE ANCHOR
DEVICE SUCH AS A 2" X 4" ATTACHED
WITH ANCHOR NAILS OR TAPCONS TO
EXISTING CONCRETE LANAI OR
EXISTING STRUCTURE OR ITS FOUNDATION.
EXISTING STRUCTURE
USE 1/2" PLYWOOD SHEETING
OR EQUIVALENT BUILDING
MATERIAL TO RESTRAIN 51DE
OF EXCAVATION
BACKFILL BEHIND SHORING TO
PREVENT UNDERMINING OF
EXISTING STRUCTURE,
PROVIDE WEEP HOLES AS
APPROPRIATE,
CONTRACTOR SHOULD ATTEMPT TO
CONSTRUCT ROUGH SHELL AS
RAPIDLY AS CONDITIONS WILL
ALLOW. THERE 15 NO SUBSTITUTE
FOR RAPIDLY BACKFILLING
EXCAVATION TO PREVENT
UNDERMINING OF ADJACENT
STRUCTURE.
PARKER MYNONENBERG 4 ASSOC., INC.
PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
1"729 RIDGEWOOD AVENUE HOLLY HILL FLORIDA 3211'1
(386) 61"7-6891 FAX (386) 6'1'1-2114
TYPICAL
RESIDENTAL SW/POOL
DESIGN I=OR
��•�" v ,a a$ � FLORIDA LUXURY POOLS, INC.
'74 LEVY ROAD
ATLANTIC BEACH, FL. 32233
q04-226-1526 / q04-222-1188
SHEET 4 OF 4
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