2343 Seminole Rd POOL19-0031 COAB Permit Form with Conditions - RenewedOWNER:ADDRESS:CITY:STATE:ZIP:
RICHARD BOEHME 2434 SEMINOLE RD ATLANTIC BEACH FL 32233-5928
COMPANY:ADDRESS:CITY:STATE:ZIP:
ARTIC POOLS, INC 6920 LENCZYK DR JACKSONVILLE FL 32277
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
168354 0150 SECTION LAND
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
2434 SEMINOLE RD SWIMMING POOL SWIMMING
POOL RESIDENTIAL SWIMMING POOL - renewed $80000.00
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 POOL WELLPOINT INFORMATIONAL
Notes:
Pool Wellpoint (if used) must discharge into vegetated area 10 feet minimum from street or drainage feature (swale, structure or lagoon).
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: 7/29/2019
PERMIT NUMBER
POOL19-0031
ISSUED: 7/29/2019
EXPIRES: 11/3/2023
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 $400.00
BUILDING PERMIT RENEWAL 455-0000-322-1000 0 $81.62
BUILDING PLAN CHECK 455-0000-322-1001 0 $200.00
BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00
PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $9.75
STATE DCA SURCHARGE 455-0000-208-0600 0 $6.50
ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $50.00
TOTAL: $897.87
3 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.
4 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL
Notes:
Full right-of-way restoration, including sod, is required.
5 PUBLIC WORKS RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site. Cannot raise lot elevation.
6 PUBLIC WORKS DECKING REMOVED INFORMATIONAL
Notes:
All old decking and debris must be removed from job site by Contractor.
7 PUBLIC WORKS ADDITIONAL COMMENTS PUBLIC WORKS INFORMATIONAL
Notes:
All decking must drain to water retention.
2 of 2Issued Date: 7/29/2019
PERMIT NUMBER
POOL19-0031
ISSUED: 7/29/2019
EXPIRES: 11/3/2023
SWIMMING POOL PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
OPTIONAL 12V LIGHT
W/TRANS. X" BRASS
OR PVC (SEE NOTES)
SWIM -OUT OR LADDER
REQUIRED (GR/#8 CU)
WHERE DEPTH OVER
5' DEEP (SEE NOTES)
FLOW THRU SPA
NO SKIMMER
SKIMMER
NO LIMITATIONS TO
SHAPE EXCEPT FOR
DIVING
ENTRY REQUIRED
SEE NOTES)
SKIMMER REQUIRED_
FOR SPA WITH
INDEPENDENT
TYPICAL GR. FOR # 3
REBAR, 2' OUT WITH
FILTRATION SYSTEM
98CUTOPUMP
0ITIONAL DECK W/
1)
I
PITCII IN 10'
RAIL OPTIONAL
I RAIL OPTIONAL
GENERAL POOL PLAN
N.T.S.
2'- 9" Min. EXCEPT FOR
SLOPING ENTRIES. 4'4" Max.
LINE
EXCEPTION: ROPE AND o,
FLOATS INSTALLED IF 'v
LESS THAN 4'-6" ,
7 Max.
3 Max.
tI-
SEE NSPI 5 RE:
HANDHOLDS
8" Max.
Radius
j 11.0° Max
STEPS
MAIN DRAIN REQUIRE
CIRCULATION (TAMPER PROOF/SEE NOTES)
LINE
LIGHTING & BONDING SAME AS
POOL
NO LIMITATIONS ON SHAPE
GENERAL SPA PLAN
N.T.S.
FLORIDA BUILDING CODE R4501
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 ANSI7ASME Al 12.19.8.2009 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 I T2 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 10' IF
WITHIN I S' PROTECT BY GET, 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.
SAMPLE ONLY. EACH APPLICATION FOR PERMIT SHALL
BE BASED ON A TOTAL DYNAMIC HEAD OF 60 ft.
8' Min. TO SLOPE CHANGE Determine System Flow Rate: -
Minimum Flow Rate Required: 35gpm per skimmer (Required: I Skimmer per 800 sQ
POOL SECTION DETAIL Pool Volume: sq. ft x ave depth x 7.481 gal/cf = gallons
N.T.S. Turnover Time in Hours: _ hours x 60 min/hr = _ minutes
Flow Rate: gallons / _minutes = gpm
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 PIPE SIZING CHART (MAXIMUN)
COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4INCHES TO 6INCHES BELOW PIPE SUCTION PRESSURE
SUBGRADE, AND 18 TO 24 INCHES FROM INSIDE WALL OF A SWIMMING POOL OR
SPA, IS DEEMED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO COMPLIANCE I y"' 35 GPM 65 GPM
WITH s. 680.26(c) OF THE NATIONAL ELECTRICAL CODE. g. 60 105
2 S, 90 147
3.' 135 230
PAVERS OR 4" 235 396 C2
FOOTING 4" DECK 2,500 DECK FINISH
OPTIONAL psi (Min.) CONC. PER CONTRACT FORPOOLSWITH VOLUME =15,000 GALS.
W/FIBER MESH (NON -SLIP) PUMP: STARITE P6E6DL OR HAYWARD SUPERII
1, HP 42 GPM 60' TURN -
TURNOVER RATE =6 HOURS _ 360 MINS.
8n
POOL FINISH
FILTER: STARITE PTM 50, 50 GPM OR
HAYWARD C751,75 GPM CAPACITY
PER CONTRACT MAIN DRAIN: HAYWARD W61048E
8" X 8" FOOTING BEAM & "7" BAR CLEANER: HAYWARD VAC LOC
W/(2) #3 BARS OPTIONAL
8"
OR 1 #5 BARFINISH°
6 MARCITE OR
6" Min. WALL & FLOOR THICKNESS. 3,500 (MIN.) CONC. #3 BARS ON
EXPOSED MAIN SUCTION PIPE SIZE i"
psi AGGREGATE
12" CENTERS EITHER WAY, TIE ALT. INTERSECTIONS 15" MIN. OVERLAP.
SIZE1
2" 2" MIN.COVERAGE ON STEEL W/CONC. TO ASTM A15. A 16, ASTM A30-5 SKIMMER SUCTION PIPE
I nStructaralsubjectt0SuitableSoilconditions. CLEANER/VAC PIPE SIZE
POOL/SPA, DECK, BEAM, WALL, FLCIOR
jRETURNSUCTIONPIPESIZEIln
EQUIPMENT
LOCATION
N.T.S.
MAIN DRAINS AS OF 12-19-08
ANSI/ASME At 12.19.8.2007
96M
MIN. GRATE OPEN AREA = FLOW/17.8
FOR VELOCITY 67SEC
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 ANSUNSPI 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 APSPACC 3, APSPACC 4, APSP/ICC 5,
AND APSP/ICC 6 AND APSPACC 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 ANSIIUL1081
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).
HEVIII'11f%HALL MEET ANSI -Z21.56 OR UL 1261 OR
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
CLEANER IT HAS BEEN CERTIFIED THAT THESE DESIGN
LINE REQUIREMENTS ARE IN COMPLIANCE WITH THE
FLORIDA BUILDING CODE R4501, 6TH EDITON 454.2-2017,
ANSI/APSP/ICC 3,
ANSI/APSP/ICC 4, ANSUAPSP/ICC 5, AND ANSI/APSP/ICC 6 AND
ANSI/APSP/ICC 7, ANSI/APSP/ICC 14, ANSUAPSP/ICC 15.
RESIDENCE
Description
Datea
Date:January 1, 2018
Drawn bv: MJT
Arctic Pools, Inc.