328 10th St POOL19-0015 COAB Permit Form with Conditions - RenewedOWNER:ADDRESS:CITY:STATE:ZIP:
DYER KELLY L 328 10TH ST ATLANTIC BEACH FL 32233-5530
COMPANY:ADDRESS:CITY:STATE:ZIP:
ISLAND POOLS,LLC 1546 LINKSIDE DR ATLANTIC BEACH FL 32233
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
170035 0000 ATLANTIC BEACH
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
328 10TH ST SWIMMING POOL SWIMMING
POOL RESIDENTIAL
inground pool & deck -
Renewed $40000.00
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: 6/17/2019
PERMIT NUMBER
POOL19-0015
ISSUED: 6/17/2019
EXPIRES: 3/11/2024
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 $255.00
BUILDING PERMIT RENEWAL 455-0000-322-1000 0 $54.02
BUILDING PLAN CHECK 455-0000-322-1001 0 $127.50
PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $5.74
STATE DCA SURCHARGE 455-0000-208-0600 0 $3.83
ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $50.00
TOTAL: $596.09
3 PUBLIC WORKS POST CONSTRUCTION TOPO SURVEY INFORMATIONAL
Notes:
If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All water runoff must go to
retention area and retention overflow must run to street.
4 PUBLIC WORKS POOL WELLPOINT INFORMATIONAL
Notes:
Wellpoint (if used) must discharge into vegetated area 10 feet minimum from street or drainage feature (swale, structure or lagoon).
5 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL
Notes:
Roll off container company must be on City approved list (Advanced Disposal, Realco Recycling, Shapells, Inc., Republic Services, Donovan Dumpsters,
Phillips Containers, JDog/Dennis Junk Removal, All American Roll Off, WCA Waste Corporation). Container cannot be placed on City right-of-way.
6 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL
Notes:
Full right-of-way restoration, including sod, is required.
2 of 2Issued Date: 6/17/2019
PERMIT NUMBER
POOL19-0015
ISSUED: 6/17/2019
EXPIRES: 3/11/2024
SWIMMING POOL PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
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ILL
FLOW THRu SPA
NO SKIMMER
SKIMMER
rYFI( GR. FOR # 3
REBAR, TOUT WITH
8 CU TO PUMP i
DECK Wi
IN IV
OPTIONAL 12V LIGHT
W,TRANS. Ye" BRASS
OR PVC (SEE NOTES)
SWIM -OUT OR LADDER
REQUIRED (GRN8 CU)
e WHERE DEPT'II OVER
5' DEEP (SEE NOTES)
NO LIMITATIONS TO
SHAPE EXCEPT FOR
DIVING
ENTRY REQUIRED
SEE NOTES)
J
RAIGENERALPOOLPLAN
LOI'T10NAL
N.T.S.
2'•9" Min: EXCEPT FOR
SEE NSPI 5 RE: SLOPING ENTRIES.,' -0" Max. ,
HANDHOLDS
LINE
EJ
EXCEPTION: ROPE AND a
FLOATS INSTALLED IF 8" Max.
LESS THAN 4'-6" Radius
7 Max.
I
1 I 10, Max.
3 Max.
1
8' Min. TO SLOPE CHANGE
POOL SECTION DETAIL
N.T.S.
SB2836, 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 61NCHES BELO1v
SUBGRADF, AND 18 TO 24 INCHES FROM INSIDE WALL OF A SWIMMING POOL OR
SPA, IS DEEMED A PERMISSIBLE ALTER NATIVE OR EQUIVALENT TO COMPLIANCE
WITH s. 680.26(c) OF THE NATIONAL ELECTRICAL CODE.
PAVERS OR
FOOTING 4" DECK 2,500
DECK FINISH
OPTIONAL psi (Min.) CONT.
PW/FIBER MESH PER CONTRACT
NON -SLIP)
8"
8"X 8" FOOTING BEAM &"T' BAR
S.
W/(2) #3 BARS OPTIONAL
OR (1) #5 BAR
b
6" Min. WALL & FLOOR THICKNESS. 3,500 psi (MIN,) CONC. #3 BARS ON
12" CENTERS EITHER WAY, TIE ALT. INTERSECTIONS I S" MIN. OVERLAP.
2" MIN.COVERAGE ON STEEL W/CONC. TO ASTM A15. A16, ASTM A30-5
Structural subject to suitable soil conditions.
POOL. FINISH
PER CONTRACT
FINISH %'
MARCITE OR
EXPOSED
AGGREGATE
POOL/SPA, DECK, BEAM, WALL, FLOOR
N.T.S.
RAIL
STITS
LINE
SKIMMER REiQUIREU
FOR SPA WITH
INDEPENDENT
FILTRATION SYSTEM
MAIN DRAIN REQUIRE
T,4MPkR PROONSEE NO1TS)
LIGHTING & BONDING SAME AS
POOL
NO LIMI'rAIIONS ON SHAPIi
GENERAL SPA PLAN
N.T.S.
FLORIDA BUILDING CODE R4501
THE POOL CONTRACTOR 1S 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, NSF'pw, 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 Al 12.19. 8.2000 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 Y2 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.
ELECTRICAL REQUIREMENTS:
WIRING AND BONDING AND ALL ELECTRICAL TO
COMPLY WITH CHAPTER 42, FLORIDA BUILDING CODE
6TH EDITION -RESIDENTIAL AND NEC 2014.
NO OUTLET OR OVERHEAD POWER WITHIN IV IF
WITHIN 15' PROTECT BY GFI, TRANSFORMER MIN. 10'
FROM POOL, 8" ABOVE WATER, I BOX 4' FROM POOL,
BRASS TO I BOX OR TRANSFORMER WHICH EVER IS
FIRST EXCEPT WHERE PVC IS APPROVED.
SAMPLE ONLY. EACH APPLICATION FOR PERMIT SHALL
HE BASED ON A TOTAL DYNAMIC HEAD OF 60 ft.
Determine System Flow Rate:
Minimum Flow Rate Required: 35gpm per skimmer (Required: I Skimmer per 800 so
Pool Volume: 500 sq. tl x 4 _ ave depth x 7.481 gal/cf = 15,000 gallons
Turnover Time in Hours: hours x 60 min/hr= minutes36SL.__
Flow Rate: 15 QN_. gallons / (Q minutes = .42_ __ g pm
PIPE SIZING CHART (MAXIMUN)
PIPE SUCTION PRESSURE MAIN DRAINS AS OF 12-19-08
ANSI/ASME A11119.8-2007
19" 35 GPM 65 GPM
2" 60 105
216 90 147
3" 135 230 POOL
4" 235 396 c
FOR POOLS WITH VOLUME =I5,000GALS.
PUMP: STARITE P6E6DL OR HAYWARD SUPERB
Ie HP 42 GPM 60' TURN
TURNOVER RATI•: _ 6 HOURS = 360 MIN&
FILTER: STARITE PTM 50, 50 GPM OR
HAYWARD C751,75 GPM CAPACITY
MAIN DRAIN: HAYWARD W6104SE
CLEANER: HAYWARD VAC LOC
MAIN SUCTION PIPE SIZE _2"
SKIMMER SUCTION PIPE SIZE
CLEANER/VAC PTFE SIZE _
RETURN SUCTION PIPE SIZE At
MIN. GRATE OPEN AREA - FLOW/17.8
FOR VELOCITY G/SFC
CLEANER
LINE
E:Qu1PMENT RESIDENCE
LOCATION
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.
GENERAL DESIGN REQUIREMENTS
DESIGN, CONSTRUCTION AND WORKMANSHIP
SHALL BE IN CONFORMITY WITH THE
REQUIREMENTS OF APSP/ICC 3, APSPACC 4, APSP/ICC 5,
AND APSP/ICC 6 AND APSPRCC 7 BASED ON THE
POOL TYPE.
SEE NSPI FOR DIVING WATER ENVELOPES.
SLIDES SHALL MEET' THE MANUFACTURE'S
INSTALLATION REQUIREMENTS.
ALL, POOLS WHET'FIER 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.
TME MAXIMUM TURNOVER RATE IS 12 HOURS.
FILTERS SHALL HAVE AN AIR RELEASE AND
PRESSURE GAGE.
PUMPS 3 HP AND LESS SHALL MEET ANSFUL1081
CORROSION RESISTANT WITH STRAINER AND MEET
THE REQUIRED FLOW.
SURFACE SKIMMERS SHALL MEFT NSF 50 AND
THERE SHALL BE DNF FOR EVERY 800 SQUARE FEET
OF SURFACE AREA.
APPROVED MAN UFACUTRED 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
F177UNGS 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 -221.56 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 454.2.17
WASTE DISPOSAL TO COMPLY WITH SECTION 454,2. 10
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IT HAS BEEN CERTIFIED TI4AT THESE DESIGN
REQUIREMENTS ARE IN COMPLIANCE WITH THE
FLORIDA BUILDING CODE R4501, 6TH EDITON 454.2-2017,
ANSI/APSP/ICC 3, Er::
ANSUAPSPACC 4, ANSI/APSP/ICC 5, AND ANSUAPSPACC 6 AND Date:J
ANSUAPSP/ICC 7, ANSUAPSP/ICC 14, ANSUAPSP/ICC I5.
Drawn
Date
1, 2018
MJT
ISLAND POOLS LLC
Access this side
Existing structure
Existing home
Existing wood deckgin to remain
Barrie s pjar FBC2017
water
Pool beam is 8"-9"
elevation its even with
existing patio decking ill
be 23/8" paver decking ft
raised spa!, 12" 6 therapy
jets with 1'i.0" beam 2hp _
blower and 399K BTU gas
h t If d " h
6 jets venly spaced with
plead mark air and water
6,
ea er wit easy M
touch LEC, pool and spa -- --- .. ;-a,
120v Iights.Verify pool
equipment location before
setting
Lig
A
RD GRAY
334-5421
Owner: Anna Dyers State:
Address: 328 loth Street Zip:
City: Atlantic Beach FL 32233
Phone:
Phone:
POOL SPECS
SIZE: 15x30 SQFT: 450 sft
DEPTH: 3. 5- 6 PERIMETER: 90 Ift
EST TOTAL GALLONS: SKIMMERS: 1
RETURNS: 3 INTERIOR MATERIAL:
SPECIAL: TILE:
NOTES:
s SPA SPECS
SIZE: Ift SQFT:
ODEPTH:3.5ft PERIMETER:
EST TOTAL GALLONS: SPILLWAY:
RAISED HEIGHT: SKIMMERS:
RETURNS: TILE:
irseshoe bench INTERIOR MATERIAL:
ies SPECIAL:
NOTES:
PLUMBING
RETURNS: 3 SKIMMERS: 1
POOL MAIN DRAINS: 2 SPA MAIN DRAINS:
CLEANING SYSTEM: suction HEADS:
VAC LINES: ROBOT VAC:
WATER FEATURES: SPA SPILLWAY:
3"— LIGHTS IN POOL: LIGHTS IN SPA:
TOTAL PIPE:
SPECIAL:
NOTES:
DECK
DECK TYPE: Brick pavers ELEVATION:
TOTAL DECK SQFT: 500 sft PERIMETER:
RAISED BEAM: LIP STYLE:
MATERIAL 1: MATERIAL 2:
SPECIAL:
NOTES:
EQUIPMENT
POOL PUMP: Intelliflo VS3050 2ND PUMP:
FILTRATION: Cartridge FILTER SIZE: RP 150
HEATER: INLINE:
TIMER: Easy Touch 4 Function GAS:
SPECIAL: IC 40
NOTES:
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