617 PARADISE CT POOL22-0001 PoolOWNER:ADDRESS:CITY:STATE:ZIP:
LAZARUS GRAHAM A 617 PARADISE CT ATLANTIC BEACH FL 32233-6946
COMPANY:ADDRESS:CITY:STATE:ZIP:
POOLS BY JOHN
CLARKSON, INC.600 ST JOHNS BLUFF RD JACKSONVILLE FL 32225
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
172386 2045 PARADISE COVE
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
617 PARADISE CT SWIMMING POOL SWIMMING
POOL RESIDENTIAL SWIMMING POOL $39000.00
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL
Notes:
Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (904-247-
5814) to request an Erosion and Sediment Control Inspection prior to start of construction.
2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site during construction.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property
that may be found in the public records of this county, and there may be additional permits required from other
governmental entities such as water management districts, state agencies, or federal agencies.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN
YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT
MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU
INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT.
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
1 of 2Issued Date: 1/25/2022
PERMIT NUMBER
POOL22-0001
ISSUED: 1/25/2022
EXPIRES: 7/24/2022
SWIMMING POOL PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000 0 $250.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $125.00
PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $5.63
STATE DCA SURCHARGE 455-0000-208-0600 0 $3.75
ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00
TOTAL: $584.38
3 PUBLIC WORKS POOL WELLPOINT INFORMATIONAL
Notes:
Pool Wellpoint (if used) must discharge into vegetated area 10 foot minimum from street or drainage feature (swale, structure or lagoon).
4 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL
Notes:
Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container
cannot be placed on City right-of-way.
5 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL
Notes:
Full right-of-way restoration, including sod, is required.
6 PUBLIC WORKS DECKING REMOVED INFORMATIONAL
Notes:
All old decking and debris must be removed from job site by Contractor.
7 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL
Notes:
Any damage done to infrastructure must be repaired by Contractor.
2 of 2Issued Date: 1/25/2022
PERMIT NUMBER
POOL22-0001
ISSUED: 1/25/2022
EXPIRES: 7/24/2022
SWIMMING POOL PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
Final Plumbing
Final Electrical
Final HVAC
CC Final
Final Building*
Swimming Pool Steel
Swimming Pool Safety
Electrical Grounding & Bonding
Swimming Pool Final (Bldg)
Swimming Pool Final (PW)
Formed Columns/ Beams*
Masonry Cell Fill
Structural Steel*
OTHER:
OTHER:
OTHER:
OTHER:
OTHER:
Power Pole
Silt Fence
Piers/ Stem Walls
Underground Plumbing
Underground Electric
Foundation/ Footing
Slab**
Retaining Wall Footing
Driveway
Sewer (Building Dept)
Sewer Tap (Utilities Dept)
Rough Electric*
Rough Plumbing/ Top Out*
Rough Mechanical*
House Wrap
Wall Sheathing
Roof Sheathing
Tie-down Framing Connections
Rough Framing
Roofing In Progress
Window/Door In-Progress
Insulation Ceiling
Insulation Wall
Exterior Lath
Stucco Scratch Coat
Exterior Siding In-Progress
Brick Flashing & Ties
Early Power
Gas Rough
Gas Final*
* When all rough electric, plumbing, mechanical are complete but before any work is
covered up.
* When all gas piping is complete and wallboard is installed but before gas is
attached to any appliance. All outlets must be capped and pipe pressurized at a
minimum of 15 lbs.
* For new living space: When all construction work including electrical, plumbing,
mechanical, exterior finish, grading, required paving and landscaping is complete
and the building is ready for occupancy, but before being occupied
Additional inspections may apply to your project if your project
contains these elements:
INSPECTIONS REQUIRED FOR BUILDING PERMITS
To verify compliance with building codes, inspections of the work authorized are required at various points of the construction.
The following inspections are typically required for residential projects:
Date: Initial: Date: Initial:
_____________________________________________________
Permit Type
____________________________________________________
Permit No.
__________________________________________________________
Job Address
____________________________________________________
Contractor
POST THIS CARD WITH PERMITS AND PERMIT
DOCUMENTATION IN FRONT OF BUILDING
Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends
Building Department Public Works/Utilities Fire Department
Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789
Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203
* When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all
electrical, plumbing and mechanical work is in place, but before concrete is poured.
* When all structural steel members are in place and all connections are complete,
but before such work is covered or concealed.
** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION
POOL22-0001
POOL22-0001
POOL22-0001
SWIM-OUT OR LADDER
REQUIRED (GR/#8 CU)
WHERE DEPTH OVER
5' DEEP (SEE NOTES)
ENTRY REQUIRED
(SEE NOTES)
RAIL OPTIONAL
FLOW THRU SPA
NO SKIMMER
1'
-
6
"
NO LIMITATIONS TO
SHAPE EXCEPT FOR
DIVING
OPTIONAL 12V LIGHT
W/TRANS. 3 4" BRASS
OR PVC (SEE NOTES)
SKIMMER
TYPICAL GR. FOR # 3
REBAR, 2' OUT WITH
# 8 CU TO PUMP
OPTIONAL DECK W/
1 1 2" PITCH IN 10'
GENERAL POOL PLAN
N.T.S.
A
A
A
S-1
2'-9" Min. EXCEPT FOR
SLOPING ENTRIES. 4'-0" Max.
WATER
LINE
3 Max.
7 Max.
11.0° Max.
8" Max.
Radius
1
1
4
'
-
9
"
4
'
-
0
"
8' Min. TO SLOPE CHANGE
POOL SECTION DETAIL
N.T.S.
E
S-1
SKIMMER REQUIRED
FOR SPA WITH
INDEPENDENT
FILTRATION SYSTEM
MAIN DRAIN REQUIRE
(TAMPER PROOF/SEE NOTES)
LIGHTING & BONDING SAME AS
POOL
NO LIMITATIONS ON SHAPE
GENERAL SPA PLAN
N.T.S.
CIRCULATION
LINE
RAIL OPTIONAL
STEPS OPTIONAL
B
S-1
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
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.
POOL
RESIDENCE
CLEANER
LINE
EQUIPMENT
LOCATION
3
'
-
0
"
* MAIN DRAINS AS OF 12-19-08
ANSI/ASME A112.19.8-2007
MIN. GRATE OPEN AREA = FLOW/17.8
FOR VELOCITY 6'/SEC
PIPE SIZING CHART (MAXIMUM)
SUCTION PRESSURE
35 GPM
60
90
135
235
65 GPM
105
147
230
396
PIPE
1 1 2"
2"
3"
4"
2 1 2
MAIN SUCTION PIPE SIZE _____
SKIMMER SUCTION PIPE SIZE ______
CLEANER/VAC PIPE SIZE ______
RETURN PIPE SIZE ______
ELECTRICAL REQUIREMENTS:
FLORIDA BUILDING CODE R4501
-WIRING 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, J BOX 4' FROM POOL,
BRASS TO J BOX OR TRANSFORMER WHICH EVER IS
FIRST EXCEPT WHERE PVC IS APPROVED.
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 A112.19.8.2009 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 1 2 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.
GENERAL DESIGN REQUIREMENTS
-DESIGN, CONSTRUCTION AND WORKMANSHIP
SHALL BE IN CONFORMITY WITH THE
REQUIREMENTS OF APSP/ICC 3, APSP/ICC 4, APSP/ICC 5,
AND APSP/ICC 6 AND APSP/ICC 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 (610
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.
-CIRCULATION SYSTEMS, COMPONENTS AND
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 ANSI/UL1081
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 THE
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 MM).
-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.
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
INTERMITTENTLY IT SHALL HAVE A ONE HOUR
TURNOVER, IF CONTINUOUS A SIX HOUR TURNOVER.
-MAXIMUM TEMPERATURE 104 DEGREES.
-MEET ANSI/NSPI ARTICLE XVII, SAFETY
INSTRUCTION/SAFETY SIGNS.
-PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR
MEET LOCAL CODE IF GREATER.
IT HAS BEEN CERTIFIED THAT THESE DESIGN
REQUIREMENTS ARE IN COMPLIANCE WITH THE
FLORIDA BUILDING CODE 7TH EDITION, R4501,ANSI/APSP/ICC 3,
ANSI/APSP/ICC 4, ANSI/APSP/ICC 5, AND ANSI/APSP/ICC 6 AND
ANSI/APSP/ICC 7, ANSI/APSP/ICC 14, ANSI/APSP/ICC 15.
STEEL AT SKIMMER BEAM DETAIL
N.T.S.
BEAM NOTCH-OUT
OR CUT-OUT FOR SKIMMER
BEND REBAR AROUND SKIMMER
NOTCH-OUT FOR CONTINUOUS BEAM
(2) #3 BARS (2" MIN. COVERAGE)
POOL SHELL
STEEL #3 BAR @ 12" O.C.E.W.
SKIMMER
3" MIN. STEEL COVERAGE
D
S-1
PAVERS OR
4" DECK 3,000
psi (Min.) CONC.
W/FIBER MESH
FOOTING
OPTIONAL
1
2
"
12"
12" X 12" FOOTING
W/(2) #5 BARS
DECK FINISH
PER CONTRACT
(NON-SLIP)
6"
POOL/SPA CROSS SECTION A-A'
N.T.S.
6" Min. WALL & FLOOR THICKNESS.
3,000 psi (MIN.) CONC. #3 BARS ON
12" CENTERS EITHER WAY, TIE ALT.
INTERSECTIONS 15" MIN. OVERLAP.
2" MIN.COVERAGE ON STEEL W/CONC.
TO ASTM A15. A16. ASTM A30-5
Structural subject to
suitable soil conditions.
COPING-
CONFIRM
WITH OWNER
8
"
4
"
BEAM & "7" BAR
OPTIONAL
PROVIDE EXPANSION JOINT
MATERIAL FOR POURED
DECK CONDITION
COPING & TILE-
CONFIRM
WITH OWNER
POOL/SPA COMMON WALL
(2 ROWS) #3 REBAR
@ 6" O.C.E.W., STAGGERED
POOL FINISH
PER CONTRACT
FINISH 3 8"
MARCITE OR
EXPOSED
AGGREGATE
10"-12"
WATERLINE
POOL FINISH
PER CONTRACT
FINISH 3 8"
MARCITE OR
EXPOSED
AGGREGATE
8"
6
"
6
"
POOL
SPA
DECK FINISH
PER CONTRACT
(NON-SLIP)
WATERLINE
12"
6"
8
"
4
"
8"
POOL
C
S-1 St
a
n
d
a
r
d
R
e
s
i
d
e
n
t
i
a
l
P
o
o
l
an
d
/
o
r
S
p
a
D
e
s
i
g
n
Gr
a
h
a
m
L
a
z
a
r
u
s
61
7
P
a
r
a
d
i
s
e
C
o
u
r
t
At
l
a
n
t
i
c
B
e
a
c
h
,
F
L
3
2
2
3
3
CE
R
T
I
F
I
C
A
T
E
O
F
A
U
T
H
O
R
I
Z
A
T
I
O
N
2
7
9
3
4
G.
B
.
C
O
l
l
I
N
s
E
N
G
I
N
E
E
R
I
N
G
P
.
A
.
AQ
U
A
T
I
C
E
N
G
I
N
E
E
R
I
N
G
C
O
N
S
U
L
T
A
N
T
S
30
0
A
L
T
E
R
N
A
T
E
1
9
N
O
R
T
H
,
S
U
I
T
E
A
PA
L
M
H
A
R
B
O
R
,
F
L
O
R
I
D
A
3
4
6
8
3
gb
_
c
o
l
l
i
n
s
@
v
e
r
i
z
o
n
.
n
e
t
(7
2
7
)
-
4
4
2
-
8
4
4
3
COMPLIES WITH FLORIDA BUILDING CODE, 7TH EDITION (2020)
SA
M
U
E
L
A
.
L
I
B
E
R
A
T
O
R
E
,
P
.
E
.
#
5
5
7
4
0
no
v
e
m
b
e
r
3
0
,
2
0
2
1
S-1