1792 Atlantic Beach Dr POOL21-0002 pool permitOWNER:ADDRESS:CITY:STATE:ZIP:
ERVIN CHRISTOPHER W 1792 ATLANTIC BEACH DR ATLANTIC BEACH FL 32233
COMPANY:ADDRESS:CITY:STATE:ZIP:
POOLSIDE DESIGNS INC 836 Lake Asbury Dr GREEN COVE
SPRINGS FL 32043
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
169505 1625 ATLANTIC BEACH
COUNTRY CLUB UNIT 02
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
1792 ATLANTIC BEACH DR SWIMMING POOL SWIMMING
POOL RESIDENTIAL SWIMMING POOL $60000.00
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.
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: 1/13/2021
PERMIT NUMBER
POOL21-0002
ISSUED: 1/13/2021
EXPIRES: 7/12/2021
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 $320.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $160.00
PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $7.20
STATE DCA SURCHARGE 455-0000-208-0600 0 $4.80
ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00
TOTAL: $692.00
2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site during construction.
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 RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site. Cannot raise lot elevation.
7 PUBLIC WORKS DECKING REMOVED INFORMATIONAL
Notes:
All old decking and debris must be removed from job site by Contractor.
8 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL
Notes:
Any damage done to infrastructure must be repaired by Contractor.
2 of 2Issued Date: 1/13/2021
PERMIT NUMBER
POOL21-0002
ISSUED: 1/13/2021
EXPIRES: 7/12/2021
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
POOL21-0002
POOL21-0002
5' 8"
2
1
'
1
9
'
6
"
3449
487
310
113
25
5'
IMPERVIOUS CALCULATIONS
House: 3449 SF
Driveway & Walks: 487 SF
Pool Deck: 113 SF
Porch: 310 SF
AC/PE pads: 37 SF
Total Impervious: 4396 SF
Lot Size: 7200 SF
Percent Impervious: 61%
1792 Atlantic Beach Dr
Atlantic Beach Fl 32233
Scale: 1/20 = 1'
Materials lay
down, dumpster
and chemicaltoilet area
P/E
POOL21-0002
5'5' 8"1' 8"1' 8"
19' 8"8'Bench
Steps
1' 6"
1' 2"waterfall waterfall
10'
R
R
R
R
1' 6"+12"
light light Paver Decking
Covered Lanai
Stay as is- no pavers1' 6"4' Depth
Max 5' 8"Owner: Ervin Residence
Address: 1792 Atlantic Beach Dr
City: Atlantic Beach
Phone: 904-728-2784
State: FL
Zip: 32233
LANAI TOTAL: NA
POOL SPECS
SIZE: 5'8" x 19'8"SQFT: 108
DEPTHS: 3'6" to 4' max per eng.
EST TOTAL GALLONS: 3,000
PERIMETER: 49
SPA SPECS
DEPTH:
SIZE: NA
BLOWER:
PERIMETER:
SQFT:
RAISED HEIGHT:
RETURNS: (3) wall
SKIMMERS: (1)
SPECIAL: Raised tile beam
NOTES: See approved site specific engineered plans
SPILLWAY:
SKIMMERS:
THERAPY JETS:
SPECIAL:
NOTES:
PLUMBING
RETURNS: (3) wall SKIMMERS: (1)
POOL MAIN DRAINS: Channel SPA MAIN DRAINS:
FLOOR SYSTEM:HEADS:
VAC LINE: Yes POOL VAC: Polaris
CHASE LINES: NA SPA SPILLWAY:
LIGHTS IN POOL: (2) Nicheless LED LIGHTS IN SPA:
WATER FEATURES: (2) 24" Sheer falls
DECK
DECK TYPE: Brick Pavers ELEVATION: Lanai
INTERIOR MATERIAL:
TILE: 6" x 6" Std
INTERIOR MATERIAL: Pebble
TILE:
POOL DECK TOTAL: 126
RAISED BEAM:COPING: Bullnose paver
MATERIAL 1: Brick Pavers MATERIAL 2: NA
NOTES:
SPECIAL: Preplumb returns, auto fill, cleaner line, fountain line
NOTES:
SPECIAL:10' of 12" Raised beam, tile front & sides, stucco back
EQUIPMENT
POOL PUMP: Hayward VS900 2ND PUMP:
FILTRATION: Hayward cart FILTER SIZE: 200 sf SwimClear
HEAT PUMP: BR135XW H/C SALT SYSTEM: 15K cell
CONTROLLER: Aqua Plus GAS HEATER: NA
NOTES:
SPECIAL:
POOL21-0002
Simplified Total Dynamic Head (TDH) Calculation Worksheet
Determine Maximum System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer
1. Calculate Pool Volume: _____________ x _____________ x 7.48 (gal./cubic foot) = ______________
(Surface Area) (Average Depth) (Volume in gallons) 2. Determine preferred Turnover Time in hours: ____________ x 60 (minutes / hour) = ______________
(Hours) (Turnover in Minutes) 3. Determine Max Flow Rate: __________ / __________ = __________ + __________ = ____________ (Volume in gallons) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate) 4. Spa Jets: __________ x __________ gpm per jet = ___________ flow rate. (Number of jets) (Jet Flow) (Total Jet flow Rate) (For single pump pool/spa combo, use the higher of No. 3 or No. 4 in the following calculations for the pool & spa) Determine Pipe Sizes:
Branch Piping to be ______ inch to keep velocity @ 6 fps max. at ______ gpm Maximum System Flow Rate.
Trunk Piping to be ______ inch to keep velocity @ 8 fps max. at ______ gpm Maximum System Flow Rate.
Return Piping to be ______ inch to keep velocity @10 fps max. at ______ gpm Maximum System Flow Rate.
Determine Simplified TDH:
1. Distance from pool to pump in feet: ___________
2. Friction loss (in suction pipe) in ____ inch pipe per 1 ft. @ ____ gpm = ____ (from pipe flow/friction loss chart)
3. Friction loss (in return pipe) in ____ inch pipe per 1 ft. @ ____ gpm = ____ (from pipe flow/friction loss chart)
4. Length of suction pipe ______ x ft. of head/1 ft of pipe ______ = TDH suction pipe ______
5. Length of return pipe ______ x ft. of head/1 ft of pipe ______ = TDH return pipe ______
TDH in Piping:__________ Filter loss in TDH (from filter data sheet): __________
Heater loss in TDH (from heater data sheet): __________ Total all other loss: __________
Total Simplified TDH: __________
Selected Pump and Main Drain Cover: Pump selection _______________________ using pump curve for Simplified TDH & System Flow Rate
(Pump model and size in Horsepower) Main Drain Cover _____________________ (System Flow Rate must not exceed approved cover flow rate)
(Make and Model) Notes: Minimum system flow based on minimum flow per skimmer of 35 gpm. Determine the Number and Type of Required In-Floor Suction Outlets:
Check all that apply. 3’ – 0” 2 _____ suction outlets @ ______ gpm max. flow (see note 2)
3 _____ suction outlets @ ______ gpm max. flow (see note 3)
Aquastar Channel Drain @ 316 gpm max. flow rate
A & A Channel Drain @ 217 gpm w/ 2 port & 278 gpm w/ 3 ports (see note 4)
ANSI/ASP-7 2006 Specifies three methods for determining the maximum system flow rate. The following
simplified TDH calculation is one of the methods specified.
POOL21-0002
TDH Calculation Options For each pump
Check one
Simplified Total Dynamic Head (STDH)
Complete STDH Worksheet – Fill in all blanks
Total Dynamic Head (TDH)
Complete Program or other calcs. Fill in required blanks on worksheet &
attached calculations.
Total Head In Feet Conversion Chart
Inches Mercury (Vacuum Gauge 0 2 4 6 8 10 12 14 16 18
0 0.0 2.3 4.5 6.8 9.0 11.3 13.6 15.8 18.1 20.3
1 2.3 4.6 5.8 9.1 11.4 13.6 15.9 18.1 20.4 22.7
2 4.6 6.9 6.1 11.4 13.7 15.9 18.2 20.4 22.7 25.0
3 6.9 9.2 11.5 13.7 16.0 18.2 20.5 22.8 25.0 27.3
4 9.2 11.5 13.8 16.0 18.3 20.5 22.8 25.1 27.3 29.6
5 11.5 13.8 16.1 18.3 20.6 22.8 25.1 27.4 29.6 31.9
6 13.9 16.1 18.4 20.6 22.9 25.2 27.4 29.7 31.9 34.2
7 16.2 18.4 20.7 23.0 25.2 27.5 29.7 32.0 34.3 36.5
8 18.5 20.7 23.0 25.3 27.5 29.8 32.0 34.4 36.6 38.8
9 20.8 23.1 25.3 27.6 29.8 32.1 34.3 36.6 38.9 41.1
10 23.1 25.4 27.6 29.9 32.1 34.4 36.7 38.9 41.2 43.4
11 25.4 27.7 29.9 32.2 34.5 36.7 39.0 41.2 43.5 45.8
12 27.7 30.0 32.2 34.5 36.8 39.0 41.3 43.5 45.8 48.1
13 30.0 32.3 34.5 36.8 39.1 41.3 43.6 45.9 48.1 50.4
14 32.3 34.6 36.9 39.1 41.4 43.6 45.9 48.2 50.4 52.7
15 34.6 36.9 39.2 41.4 43.7 45.9 48.2 50.5 52.7 55.0
16 37.0 39.2 41.5 43.7 46.0 48.3 50.5 52.8 55.0 57.3
17 39.3 41.5 43.8 46.1 48.3 50.6 52.8 55.1 57.4 59.6
18 41.6 43.8 46.1 48.4 50.6 52.9 55.1 57.4 59.7 61.9
19 43.9 46.2 48.4 50.7 52.9 55.2 57.4 59.7 62.0 64.2
20 46.2 48.5 50.7 53.0 55.2 57.5 59.8 62.0 64.3 66.5
21 48.5 50.8 53.0 55.3 57.6 59.8 62.1 64.3 66.6 58.9
22 50.8 53.1 55.3 57.6 59.9 62.1 64.4 66.6 68.9 71.2
23 53.1 55.4 57.7 59.9 62.2 64.4 66.7 69.0 71.2 73.5
24 55.4 57.7 60.0 62.5 64.5 66.7 69.0 71.3 73.5 75.8
25 57.8 60.0 62.3 64.5 66.8 69.1 71.3 73.6 75.8 78.0
26 60.1 62.3 64.6 66.8 69.1 71.4 73.6 75.9 78.1 80.4
27 62.4 64.6 66.9 69.2 71.4 73.7 75.9 78.2 90.5 82.7
28 64.7 66.9 69.2 71.5 73.7 76.0 78.2 80.5 82.8 85.0
29 67.0 69.3 71.5 73.8 76.0 78.3 80.5 82.8 85.1 87.3
30 69.3 71.6 73.8 76.1 78.3 80.6 82.9 85.1 87.4 89.6
31 71.6 73.9 76.1 78.4 80.7 82.9 85.2 87.4 89.7 92.0
32 73.9 76.2 78.4 80.7 83.1 85.2 87.5 89.7 92.0 94.3
33 76.2 78.5 80.7 83.0 85.3 87.5 89.8 92.0 94.3 96.6
34 78.5 80.8 83.1 85.3 87.6 89.8 92.1 94.4 96.6 98.9
35 80.9 83.1 85.4 87.6 89.9 92.2 94.4 96.7 98.9 101.2
Notes: 1. If a variable speed pump is used, use the
maximum pump flow in calculations.
2. For side wall drains, use appropriate side
wall drain flow as published by the
manufacturer.
3. Insert the manufacturer’s name and
approved maximum flow.
4. See installation instructions for number of
ports to be used.
5. In-floor suction outlet cover/grate must
conform to most recent edition of
ASME/ANSI A112.12.8 and be embossed
with that edition approval.
6. Pump & Filter make, model and location can
not change without submitting revised plans
and TDH worksheet.
Flow and Friction Loss Per Foot
Schedule 40 PVC Pipe
Velocity – Feet Per Second
Pipe Size 6fbs 8 fbs 10 fbs
1” 16 gpm 0.25’ 21 gpm 0.66’ 26 gpm 0.94’
1.5” 37 gpm 0.16’ 50 gpm 0.28’ 62 gpm 0.48’
2” 62 gpm 0.15’ 82 gpm 0.25’ 103 gpm 0.40’
2.5” 88 gpm 0.09’ 117 gpm 0.15’ 146 gpm 0.23’
3” 138 gpm 0.09’ 181 gpm 0.14’ 227 gpm 0.23’
4” 234 gpm 0.06’ 313 gpm 0.10’ 392 gpm 0.15’
6” 534 gpm 0.04’ 712 gpm 0.04’ 890 gpm 0.10’
Swimming Pool Specification for:
____________________________________
____________________________________
____________________________________
Job Address: _________________________
____________________________________
Permit # ____________________
POOL21-0002
POOL21-0002
4/4/12 ANSI/APSP/ICC-‐
15
Standard
Writing
Committee
Form 1
of
2
1.
_________
gallons ___
2.
_________
gpm ___
3.
_________
gpm ___
4.
_________
gpm ___
5a.
_________
inches ___
5b.
_________
inches ___
5c.
_________
inches ___
5d.
_________
inches ___
6a.
___________________
6b.
_________
sq.
ft.___
7.
_________
inches ___
Table 1
8a.
________________
8b.
_________
gpm
___
___
a.
Pump
model
b.
Pump
flow
(§5.3.2.1,
5.3.2.2:
Applicable
Curve
A
or
C
gpm
flow
listed
in
database)
d.
Minimum
return
branch
pipe
diameter
(Calculate:
Item
4.
______(gpm)
÷
Branch
Pipes
______(quantity)
=
branch
flow
rate
_______(gpm).
Enter
the
smallest
pipe
size
from
Table
1
with
a
8
fps
flow
capacity
the
same
or
more
than
the
calculated
return
branch
flow
rate.)
6.
§5.4.1:
Filter
type
and
size:
a.
Filter
type:
(Cartridge,
DE,
Sand)
b.
Minimum
filter
area
(Calculate:
item
4.
_______(gpm)
÷
filter
factor
________)
Filter
factors:
Cartridge=0.375,
Sand=15,
Diatomaceous
Earth=2
7.
§5.4.2:
Backwash
valve:
____Yes,
____No?
(When
using
a
backwash
valve,
enter
result
of
item
5c
or
2
inches
whichever
is
larger)
8.
Pump
selection:
§5.3.2.1:
Pools
17,000
gallons
or
less,
select
pump*
from
the
database
with
a
Curve-‐A
gpm
flow
equal
to
item
2
or
less.
§5.3.2.2:
Pools
17,001
gallons
or
more,
select
pump*
from
the
database
with
a
Curve-‐C
gpm
flow
equal
to
item
2
or
less.
*Multi-‐
speed
pumps
must
have
one
speed
listed
that
satisfies
this
requirement.
3.
§5.2.2:
Auxiliary
Pool
Load:
____Yes,
____No?
(Enter
the
highest
“auxiliary
pool
load”
to
be
powered
by
the
swimming
pool
filtration
pump.
Do
not
add
auxiliary
pool
load
flow
rates
together,
only
the
highest
is
used.)
4.
Calculated
maximum
flow
rate
(Item
2
or
item
3,
whichever
is
larger.)
5.
§5.5.1:
Pipe
sizing:
a.
Minimum
suction
pipe
diameter
(Enter
the
smallest
pipe
size
from
Table
1
with
a
6
fps
flow
capacity
the
same
or
more
than
item
4.)
b.
Minimum
suction
branch
pipe
diameter
(Calculate:
Item
4.
______(gpm)
÷
Branch
Pipes
______(quantity)
=
branch
flow
rate
_______(gpm).
Enter
the
smallest
pipe
size
from
Table
1
with
a
6
fps
flow
capacity
the
same
or
more
than
the
calculated
suction
branch
flow
rate.)
c.
Minimum
return
pipe
diameter
(Enter
the
smallest
pipe
size
from
Table
1
with
a
8
fps
flow
capacity
the
same
or
more
than
item
4.)
OWNER:CONTRACTOR
PHONE:
DATE:
This
information
sheet
was
prepared
by
the
APSP-‐15
Residential
Swimming
Pool
and
Spa
Energy
Efficiency
Standard
Writing
Committee
of
the
Association
of
Pool
and
Spa
Professionals
(APSP).
It
is
not
part
of
the
American
National
Standard
ANSI/APSP/ICC-‐15
2011
but
is
included
for
information
only.
Contractors
should
acquire
and
comply
with
the
ANSI/APSP/ICC-‐15
2011
standard
which
can
be
purchased
at
www.apsp.org.
1.
§5.2.1:
Calculated
pool
volume
a.
Gallons:
___________
;
or
b.
Calculated
Gallons:
________(surface
area)
X
________
(average
depth)
X
7.48
(gal/ft^3)
=
_________
2.
§5.2.1:
Calculated
maximum
filtration
flow
rate
(Pool
volume
÷
360
or
36gpm
whichever
is
larger)
ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS
PROJECT
NAME:
AND
ADDRESS
CONTRACTOR
NAME
AND
ADDRESS:
Pipe Size: 1.5" 2" 2.5" 3" 3.5" 4" 5" 6"
Nominal GPM @ 6 fps 38 63 90 138 185 238 374 540
Nominal GPM @ 8 fps 51 84 119 184 247 317 499 720
4/4/12 ANSI/APSP/ICC-‐
15
Standard
Writing
Committee
Form 2
of
2
Component Section Check
4.4.1.1
4.4.1.2
4.3.1.3
4.3.2
5.1.1
5.3.1
5.3.3
5.3.4
5.5.2
5.5.3
5.5.6
Pool
systems
Pool
filter
pump
listed
in
database
Pool
filter
pump
with
total
horsepower
1.0
or
more
is
multi-‐speed
Multi-‐speed
pump
controller
programmed
to
default
to
the
filtration
flow
rate
when
no
auxiliary
pool
loads
are
operating
within
24
hours
and
programmed
with
temporary
override
capability
for
servicing.
Single-‐speed
pump
controller
capable
of
operating
pump
during
off-‐peak
electric
demand.
Pipe
before
pump
has
at
least
4
diameters
of
straight
pipe.
System
installed
with
solar,
or
setup
for
the
future
addition
of
solar
heating
equipment
by
installing
18
inches
of
horizontal
or
vertical
pipe
after
the
filter
and
before
a
heater,
or
built-‐in
or
built-‐up
connections,
or
dedicated
pipe
to
and
from
the
pool.
Directional
inlets
for
mixing
pool
water.
ANSI/APSP/ICC
15
ENERGY
EFFICIENCY
COMPLIANCE
INFORMATION
FOR
RESIDENTIAL
SWIMMING
POOLS
Requirements
Heaters
Heater
has
no
pilot
light
Readily
accessible
on-‐off
switch
mounted
outside
of
the
heater
No
electric
resistance
heating
unless
for
inground
spa
with
tight
fitting
cover
with
R-‐6
insulation,
or
for
pool
with
60%
of
documented
pool
heating
from
on-‐site
solar
or
recovered
energy.
Heater
efficiency:
gas/oil
fired
heater
efficiency
at
least
78%,
heat
pump
COP
at
least
4.0
POOL21-0002
POOL21-0002
POOL21-0002
POOL21-0002
DESCRIPTION ACCOUNT QTY PAID
PermitTRAK $692.00
POOL21-0002 Address: 1792 ATLANTIC BEACH DR APN: 169505 1625 $692.00
BUILDING $320.00
BUILDING PERMIT 455-0000-322-1000 0 $320.00
BUILDING PLAN REVIEW $160.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $160.00
PUBLIC WORKS PLAN REVIEW $100.00
PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00
STATE SURCHARGES $12.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $7.20
STATE DCA SURCHARGE 455-0000-208-0600 0 $4.80
ZONING PLAN REVIEW $100.00
ZONING REVIEW SINGLE AND TWO FAMILY
USES 001-0000-329-1003 0 $100.00
TOTAL FEES PAID BY RECEIPT: R14567 $692.00
Printed: Tuesday, January 12, 2021 4:37 PM
Date Paid: Tuesday, January 12, 2021
Paid By: Andrew Westberry
Pay Method: CREDIT CARD 412789543
1 of 1
Cashier: JJ
Cash Register Receipt
City of Atlantic Beach
Receipt Number
R14567
