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SECTION R320

ACCESSIBILITY

Section R320.1 Scope. Revise to read as shown:

R320.1 Scope. Shall be in accordance with the provisions of the Florida Building Code, Accessibility. Where there are four or more dwelling units or sleeping units in a single structure, the provisions of Chapter 11 of the International Building Code for Group R-3 shall apply.

 R320.1.1 All new single-family houses, duplexes, triplexes, condominiums and townhouses shall provide at least one bathroom, located with maximum possible privacy, where bathrooms are provided on habitable grade levels, with a door that has a 29-inch (737 mm) clear opening. However, if only a toilet room is provided at grade level, such toilet rooms shall have a clear opening of not less than 29 inches (737 mm). Guestrooms. A dwelling with guestrooms shall comply with the provisions of Chapter 11 of the International Building Code for Group R-3. For the purpose of applying the requirements of Chapter 11 of the International Building Code, guestrooms shall be considered to be sleeping units.

Exception: Owner-occupied lodging houses with five or fewer guestrooms constructed in accordance with the International Residential Code are not required to be accessible.





Section R322.1.7 Protection of water supply and sanitary sewage systems. Revise to read as shown:
R322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to minimize or eliminate infiltration of flood waters into the systems in accordance with the plumbing provisions of this code. New and replacement sanitary sewage systems shall be designed to minimize or eliminate infiltration of floodwaters into systems and discharges from systems into floodwaters in accordance with the plumbing provisions of this code and in accordance with Chapter 64E-6, Florida Administrative Code, Standards for Onsite Sewage Treatment and Disposal Systems. and Chapter 3 of the International Private Sewage Disposal Code.
Section R322.1.9 Manufactures homes. Revise to read as shown:

R322.1.9 Manufactured homes.  In addition to the applicable requirements of the state agency with jurisdiction over installation of manufactured homes, installation of manufactured homes in flood hazard areas is subject to the applicable provisions of the local floodplain management ordinance.

Section R322.1.11 Structural seaward of a coastal construction line. Add section to read as shown:
R322.1.11 Structures seaward of a coastal control construction line. In addition to the requirements of this section, structures located in flood hazard areas and seaward of the coastal construction line shall be designed to resist the predicted forces of a 100-year storm event in accordance with Section R3109 of the Florida Building Code, Building, and the more restrictive provisions shall govern. 

Section R322.2.5 Pools in flood hazard areas. Add to read as shown:

R322.2.5 Pools in flood hazard areas. Pools that are located in flood hazard areas established by Table R301.2(1), including above-ground pools, on-ground pools, and in-ground pools that involve placement of fill, shall comply with Sections R322.2.5.1 or R322.2.5.2.

Exception: Pools located in riverine flood hazard areas which are outside of designated floodways.

R322.2.5.1 Pools located in designated floodways. Where pools are located in designated floodways, documentation shall be submitted to the building official, which demonstrates that the construction of the pool will not increase the design flood elevation at any point within the jurisdiction.

R322.2.5.2 Pools located where floodways have not been designated. Where pools are located in riverine flood hazard areas where design flood elevations are specified but floodways have not been designated, the applicant shall provide a floodway analysis that demonstrates that the proposed pool will not increase the design flood elevation more than 1 foot (305 mm) at any point within the jurisdiction. 

Section R322.3 Location and site preparation. Change to read as follows:

R322.3.1 Location and site preparation.

1. New buildings and buildings that are determined to be substantially improved pursuant to Section R105.3.1.1 Florida Building Code, Existing Building shall be located landward of the reach of mean high tide.

2. For any alteration of sand dunes and mangrove stands, the building official shall require submission of an engineering analysis that demonstrates that the proposed alteration will not increase the potential for flood damage.

Section R322.3.3.1 Pools. Add new section to read as shown: 
R322.3.3.1 Pools. Pools in coastal high-hazard areas shall be designed and constructed in conformance with ASCE 24.



Section R326 Swimming pools, spas and hot tubs. Change to read as follows:

SECTION R326 SWIMMING POOLS, SPAS AND HOT TUBS

R326.1 General. The design and construction of pools and spas shall comply with the International Swimming Pool and Spa Code Chapter 45 of this Code.

Section R324. Add a new section to read as shown:

SECTION R327

AIRPORT NOISE

 R327.1 Airport noise study guidelines. The Aviation Safety and Noise Abatement Act of 1979 14 CFR Part 150 (US Department of Transportation) including revisions through January 2005 and hereby adopted as a guideline for establishing airport noise control. When required by a local government by local ordinance to provide noise attenuation in a new structure or addition to an existing structure near an airport in the area of the local government, the applicant must provide either:



1.  A testing certificate from an accredited noise testing lab that a new structure or addition to existing structure built to the submitted engineering plans will achieve an average minimum dBA reduction equal to or greater than the reduction required, 

2.  An engineering judgment signed and sealed by an engineer licensed in the State of Florida that the structure or addition built to the submitted engineering plans will achieve an average minimum dBA reduction equal to or greater than the reduction required, or

3.  Plans using the standards contained in "Guidelines for Sound Insulation of Residences Exposed to Aircraft Operations" prepared for the Department of the Navy by Wyle Research and Consulting, Arlington, Virginia, April 2005 on file with the Florida Building Commission.






CHAPTER 4, FOUNDATIONS

Section R401.1 Application. Revise text to add exception 3 to read as shown:
R401.1 Application. The provisions of this chapter shall control the design and construction of the foundation and foundation spaces for all buildings. In addition to the provisions of this chapter, the design and construction of foundations in flood hazard areas as established by Table R301.2(1) shall meet the provisions of Section R322. Wood foundations shall be designed and installed in accordance with AF&PA PWF.

Exception: The provisions of this chapter shall be permitted to be used for wood foundations only in the following situations:

1. – 2. [No change]



3. Buildings and structures located within the High-Velocity Hurricane Zone shall comply with the provisions of Chapter 44 and, as applicable, Section R322 in flood hazard areas.






















CHAPTER 5, FLOORS
R501.1 Application. Change to read as follows:
R501.1 Application. The provisions of this chapter shall control the design and construction of the floors for all buildings including the floors of attic spaces used to house mechanical and/or plumbing fixtures and equipment.

Exception: Buildings and structures located within the High-Velocity Hurricane Zone shall comply with the provisions of Chapter 44.
CHAPTER 6, WALL CONSTRUCTION
Section R601.1 Application. Revise to read as shown:

R601.1 Application. The provisions of this chapter shall control the design and construction of all walls and partitions for all buildings.

Exception: Buildings and structures located within the High-Velocity Hurricane Zone shall comply with the provisions of Chapter 44.








CHAPTER 7

WALL COVERINGS

Section R701.1 Application. Revise to add exception as shown:
R701.1 Application. The provisions of this chapter shall control the design and construction of the interior and exterior wall covering for all buildings.

Exception: Buildings and structures located within the High-Velocity Hurricane Zone shall comply with the provisions of Chapter 44.


CHAPTER 8

ROOF-CEILING CONSTRUCTION
Add an exception to R801.1 as shown:
R801.1 Application. The provisions of this chapter shall control the design and construction of the roof-ceiling system for all buildings (see Section R301.2.1.1).

Exception: Buildings and structures located within the High-Velocity Hurricane Zone shall comply with the provisions of Chapter 44.
CHAPTER 9

ROOF ASSEMBLIES
R901.1 Scope. Add exception as shown:
R901.1 Scope. The provisions of this chapter shall govern the design, materials, construction and quality of roof assemblies.

Exception: Buildings and structures located within the High-Velocity Hurricane Zone shall comply with the provisions of Chapter 44.


CHAPTER 10. CHIMNEYS AND FIREPLACES. [No change]

CHAPTER 11 ENERGY EFFICIENCY

Section N101 Energy efficiency. Revise to read as shown:
N1101 Energy efficiency. The provisions of the Florida Building Code, Energy Conservation, shall govern the energy efficiency of residential construction.
[The remaining text of this Chapter is deleted and reserved]
CHAPTER 12 MECHANICAL ADMINISTRATION. [No change]
CHAPTER 13 GENERAL MECHANICAL SYSTEM REQUIREMENTS [No change]

CHAPTER 14, HEATING AND COOLING EQUIPMENT AND APPLIANCES [No change]



CHAPTER 15, EXHAUST SYSTEMS.
Revise M1503.4 to add “Exception” as follows:
M1503.4 Makeup air required. Exhaust hood systems capable of exhausting in excess of 400 cubic feet per minute (0.19 m3/s) shall be mechanically or naturally provided with makeup air at a rate approximately equal to the exhaust air rate. Such makeup air systems shall be equipped with not less than one damper. Each damper shall be a gravity damper or an electrically operated damper that automatically opens when the exhaust system operates. Dampers shall be accessible

for inspection, service, repair and replacement without removing permanent construction or any other ducts not connected to the damper being inspected, serviced, repaired or replaced.


Exception:
In a single-family dwelling, make-up air is not required for range hood exhaust systems capable of exhausting:

(a) Four hundred cubic feet per minute or less; or

(b) More than 400 cubic feet per minute but no more than 800 cubic feet per minute if there are no gravity vent appliances within the conditioned living space of the structure.

CHAPTER 16, DUCT SYSTEMS [No change]
CHAPTER 17, COMBUSTION AIR [No change]
CHAPTER 18, CHIMNEYS AND VENTS [No change]

CHAPTER 19, SPECIAL APPLIANCES, EQUIPMENT AND SYSTEMS [No change]

CHAPTE 20, BOILERS AND WATER HEATERS [No change]

CHAPTER 21, HYDRONIC PIPING [No change]


CHAPTER 22, SPECIAL PIPING AND STORAGE SYSTEMS [No change]

CHAPTER 23, SOLAR ENERGY SYSTEMS

Section M2301.2.2.1 Roof mounted collectors. Revise section to read as shown:

M2301.2.2.1 Roof-mounted collectors. The roof shall be constructed to support the loads imposed by roof-mounted solar collectors. Roof-mounted solar collectors that serve as a roof covering shall conform to the requirements for roof coverings in Chapter 9 (the HVHZ shall comply with Chapter 44) of this code. Where mounted on or above the roof coverings, the collectors and supporting structure shall be constructed of noncombustible materials or fire-retardant-treated wood equivalent to that required for the roof construction.

Section M2301.2.9 Roof and wall penetrations. Revise section to read as shown:

M2301.2.9 Roof and wall penetrations. Roof and wall penetrations shall be flashed and sealed in accordance with Chapter 9 (the HVHZ shall comply with Chapter 44) of this code to prevent entry of water, rodents and insects.

CHAPTER 24, FUEL GAS [No change]
CHAPTER 25, PLUMBING ADMINISTRATION
Section P2503.8.2 Testing. Change to read as shown:
P2503.8.2 Testing. Reduced pressure principle, double check, double check detector and pressure vacuum breaker backflow preventer assemblies shall be tested at the time of installation, and immediately after repairs or relocation and every year thereafter.

CHAPTER 26, GENERAL PLUMBING REQUIREMENTS
Section P2603.3 Breakage and corrosion. Revise to read as shown:
P2603.3 Protection against corrosion. Metallic piping, except for cast iron, ductile iron and galvanized steel, shall not be placed in direct contact with steel framing members, concrete

or masonry. Metallic piping shall not be placed in direct contact with corrosive soil. Where sheathing is used to prevent direct contact, the sheathing material thickness shall be not



less than 0.008 0.010 inch (8 mil) (0.203 54mm) and shall be made of plastic. Where sheathing protects piping that penetrates concrete or masonry walls or floors, the sheathing shall be installed in a manner that allows movement of the piping within the sheathing.
Exception: Sleeving is not required for installation of CPVC into concrete or similar material.
P2603.3.1 Penetration. Add text to read as shown:
P2603.3.1 Penetration. Protective sleeves around piping penetrating concrete slab-on-grade floors shall not be of cellulose-containing materials. If soil treatment is used for subterranean termite protection, the sleeve shall have a maximum wall thickness of 0.010 inch, and be sealed within the slab using a non-corrosive clamping device to eliminate the annular space between the pipe and the sleeve. No termiticides shall be applied inside the sleeve.

CHAPTER 27, PLUMBING FIXTURES. [No change]

CHAPTER 28, WATER HEATERS [No change]

CHAPTER 29, WATER SUPPLY AND DISTRIBUTION [No change]
CHAPTER 30, SANITARY DRAINAGE [No change]
CHAPTER 31, VENTS [No change]

CHAPTER 32, TRAPS [No change]

CHAPTER 33, STORAGE DRAINAGE [No change]

CHAPTER 34, GENERAL REQUIREMENTS [No change]

CHAPTER 35, ELECTRICAL DEFINITIONS [No change]
CHAPTER 36, SERVICES [No change]

CHAPTER 37, BRANCH CIRCUIT AND FEEDER REQUIREMENTS [No change]

CHAPTER 38, WIRING METHODS [No change]

CHAPTER 39, POWER AND LIGHTING DISTRIBUTION [No change]

CHAPTER 40, DEVICES AND LUMINAIRES [No change]

CHAPTER 41, APPLIANCE INSTALLATION [No change]


CHAPTER 42, SWIMMING POOLS [Electrical Provisions]

CHAPTER 43 CLASS 2 REMOTE-CONTROL, SIGNALING AND POWER-LIMITED CIRCUITS [No change]

CHAPTER 44 HIGH-VELOCITY HURRICANE ZONES REFERENCED STANDARDS
Section R4401. Change to read as follows:
SECTION R4401

HIGH-VELOCITY HURRICANE ZONES —

EXTERIOR WALL COVERING

 

R4401.1 Refer to Chapter 14 of the Florida Building Code, Building.

 


Section R4402. Change to read as follows:
SECTION R4402

HIGH-VELOCITY HURRICANE ZONES —

ROOF ASSEMBLIES AND ROOFTOP STRUCTURES

 

R4402.1. Refer to Chapter 15 of the Florida Building Code, Building.




   

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Section R4403. Change to read as follows:
SECTION R4403

HIGH-VELOCITY HURRICANE ZONES—

GENERAL

 

R4403.1 Refer to Chapter 16 of the Florida Building Code, Building.







Section R4404. Change to read as follows:

SECTION R4404

HIGH-VELOCITY HURRICANE ZONES —

FOUNDATIONS AND RETAINING WALLS
R4404.1 Refer to Chapter 18 of the Florida Building Code, Building.

Section R4405. Change to read as follows:
SECTION R4405

HIGH-VELOCITY HURRICANE ZONES —

CONCRETE

 

R4405.1 Refer to Chapter 19 of the Florida Building Code, Building.

 

Section R4406. Change to read as follows:


SECTION 4406

HIGH-VELOCITY HURRICANE ZONES —

LIGHT METAL ALLOYS

 

R4406.1 Aluminum. Refer to Chapter 20 of the Florida Building Code, Building.








Section R4407. Change to read as follows:
SECTION 4407

HIGH-VELOCITY HURRICANE ZONES — MASONRY

 R4407.1 Refer to Chapter 21 of the Florida Building Code, Building.







Section R4408. Change to read as follows:
SECTION 4408

HIGH-VELOCITY HURRICANE ZONES — STEEL

 R4408.1 Refer to Chapter 22 of the Florida Building Code, Building.







Section R4409. Change to read as follows:
SECTION 4409

HIGH-VELOCITY HURRICANE ZONES — WOOD

R4409.1 Refer to Chapter 23 of the Florida Building Code, Building.
Section R4410. Change to read as follows:
SECTION R4410

HIGH-VELOCITY HURRICANE ZONES —

GLASS AND GLAZING

 
R4410.1 Refer to Chapter 24 of the Florida Building Code, Building.


Section R4411. Change to read as follows:
SECTION R4411

HIGH-VELOCITY HURRICANE ZONES —

GYPSUM BOARD AND PLASTER
R4411.1 Refer to Chapter 25 of the Florida Building Code, Building.

Section R4412. Change to read as follows:
SECTION R4412

HIGH-VELOCITY HURRICANE ZONES —

PLASTICS

 

R4412.1 Refer to Chapter 26 of the Florida Building Code, Building.




Add Chapter 45 to read as follows:
CHAPTER 45, PRIVATE SWIMMING POOLS


R4501.1 Definitions, general.


R4501.1.1 Tense, gender and number. For the purpose of this code, certain abbreviations, terms, phrases, words, and their derivatives shall be construed as set forth in this section. Words used in the present tense include the future. Words in the masculine gender include the feminine and neuter. Words in the feminine and neuter gender include the masculine. The singular number includes the plural and the plural number includes the singular.




R4501.1.2 Words not defined. Words not defined herein shall have the meanings stated in the Florida Building Code, Building; Florida Building Code, Mechanical; Florida Building Code, Plumbing; Florida Building Code, Fuel Gas; or Florida Fire Prevention Code. Words not defined in the Florida Building Code shall have the meanings stated in the Webster's Third New International Dictionary of the English Language Unabridged.




R4501.2 Definitions.






ABOVEGROUND/ONGROUND POOL. See "Swimming Pool."



ADMINISTRATIVE AUTHORITY. The individual official, board, department or agency established and authorized by a state, county, city or other political subdivision created by law to administer and enforce the provisions of the swimming pool code as adopted or amended.



APPROVED. Accepted or acceptable under an applicable specification stated or cited in this code, or accepted as suitable for the proposed use under procedures and power of the administrative authority.



APPROVED SAFETY COVER. A manually or power-applied safety pool cover that meets all of the performance standards of the ASTM International in compliance with ASTM F 1346.



APPROVED TESTING AGENCY. An organization primarily established for the purpose of testing to approved standards and approved by the administrative authority.



BACKWASH PIPING. See "Filter waste discharge piping."



BARRIER. A fence, dwelling wall or nondwelling wall or any combination thereof which completely surrounds the swimming pool and obstructs access to the swimming pool, especially access from the residence or from the yard outside the barrier.



BODY FEED. Filter aid fed into a diatomite-type filter throughout the filtering cycle.



CARTRIDGE FILTER. A filter using cartridge type filter elements.



CHEMICAL PIPING. Piping which conveys concentrated chemical solutions from a feeding apparatus to the circulation piping.



CIRCULATION PIPING SYSTEM. Piping between the pool structure and the mechanical equipment. Usually includes suction piping, face piping and return piping.



COMBINATION VALVE. A multipart valve intended to perform more than one function.



DESIGN HEAD. Total head requirement of the circulation system at the design rate of flow.



DIATOMITE (DIATOMACEOUS EARTH). A type of filter aid.



DIATOMITE TYPE FILTER. A filter designed to be used with filter aid.



DIRECT ACCESS FROM THE HOME. Means any opening which discharges into the "perimeter" of the pool or any opening in an exterior dwelling wall, or interior wall (for indoor pools) which faces the pool.



EXIT ALARM. A device that makes audible, continuous alarm sounds when any door or window which permits access from the residence to any pool that is without an intervening enclosure is opened or left ajar.



FACE PIPING. Piping, with all valves and fittings, which is used to connect the filter system together as a unit.

FILTER. Any apparatus by which water is clarified.



FILTER AID. A nonpermanent type of filter medium or aid such as diatomite, alum, etc.



FILTER CARTRIDGE. A disposable or renewable filter element which generally employs no filter aid.



FILTER ELEMENT. That part of a filter which retains the filter medium.



FILTER MEDIUM. Fine material which entraps the suspended particles and removes them from the water.



FILTER RATE. Average rate of flow per square foot of filter area.



FILTER ROCK. Specially graded rock and gravel used to support filter sand.



FILTER SAND. A specially graded type of permanent filter medium.



FILTER SEPTUM. That part of the filter element in a diatomite type filter upon which a cake of diatomite or other nonpermanent filter aid may be deposited.



FILTER WASTE DISCHARGE PIPING. Piping that conducts waste water from a filter to a drainage system. Connection to drainage system is made through an air gap or other approved methods.



FRESH WATER. Those waters having a specific conductivity less than a solution containing 6,000 ppm of sodium chloride.



HIGH RATE SAND FILTER. A sand filter designed for flows in excess of 5 gpm per square feet.



HOT TUB. See "Swimming pool."



INGROUND POOL. See "Swimming pool."



INLET FITTING. Fitting or fixture through which circulated water enters the pool.



MAIN SUCTION OUTLET. Outlet at the deep portion of the pool through which the main flow of water leaves the pool when being drained or circulated.



MEDICALLY FRAIL ELDERLY PERSON. Means any person who is at least 65 years of age and has a medical problem that affects balance, vision, or judgment, including but not limited to a heart condition, diabetes, or Alzheimer's disease or any related disorder.



MESH SAFETY BARRIER. A combination of materials, including fabric, posts, and other hardware to form a barrier around a swimming pool.



POOL. See "Swimming pool."



POOL DEPTHS. The distance between the floor of pool and the maximum operating water level.



POOL PERIMETER. A pool perimeter is defined by the limits of the pool deck, its surrounding area including yard area on same property, and any dwelling or nondwelling wall or any combination thereof which completely surrounds the pool.



POOL PLUMBING. All chemical, circulation, filter waste discharge piping, deck drainage and water filling system.



PORTABLE POOL. A prefabricated pool which may be erected at the point of intended use and which may be subsequently disassembled and reerected at a new location. Generally installed on the surface of the ground and without excavation.



PRECOAT. In a diatomite-type filter, the initial coating or filter aid placed on the filter septum at the start of the filter cycle.



RAPID SAND FILTER. A filter designed to be used with sand as the filter medium and for flows not to exceed 5 gpm per square feet.



RECEPTOR. An approved plumbing fixture or device of such material, shape and capacity as to adequately receive the discharge from indirect waste piping, so constructed and located as to be readily cleaned.



RESIDENTIAL. Means situated on the premises of a detached one-family or two-family dwelling or a one-family townhouse not more than three stories high.



RETURN PIPING. That portion of the circulation piping which extends from the outlet side of the filters to the pool.



SALINE WATER. Those waters having a specific conductivity in excess of a solution containing 6,000 ppm of sodium chloride.



SEPARATION TANK. A device used to clarify filter rinse or waste water. Sometimes called a reclamation tank.



SKIM FILTER. A surface skimmer combined with a vacuum diatomite filter.



SPA, NONPORTABLE. See "Swimming pool."



SPA, PORTABLE. Nonpermanent structure intended for recreational bathing, in which all controls and water heating and water circulating equipment are an integral part of the product and which is cord-connected and not permanently electrically wired.



SUCTION PIPING. That portion of the circulation piping located between the pool structure and the inlet side of the pump and usually includes main outlet piping, skimmer piping, vacuum piping and surge tank piping.



SURFACE SKIMMER. A device generally located in the pool wall which skims the pool surface by drawing pool water over a self adjusting weir.



SWIMMING POOL, PRIVATE. Any structure, located in a residential area, that is intended for swimming or recreational bathing and contains water over 24 inches (610 mm) deep including but not limited to inground, aboveground, and onground swimming pools, hot tubs, and nonportable spas.



SWIMMING POOL, INDOOR. A swimming pool which is totally contained within a structure and surrounded on all four sides by walls of said structure.



SWIMMING POOL, OUTDOOR. Any swimming pool which is not an indoor pool.



SWIMMING POOL, PUBLIC. A water-tight structure of concrete, masonry, fiberglass, stainless steel or plastic which is located either indoors or outdoors, used for bathing or swimming by humans, and filled with a filtered and disinfected water supply, together with buildings, appurtenances and equipment used in connection therewith. A public swimming pool or public pool shall mean a conventional pool, spa-type pool, wading pool, special purpose pool or water recreation attraction, to which admission may be gained with or without payment of a fee and includes, pools operated by or serving camps, churches, cities, counties, day care centers, group home facilities for eight or more clients, health spas, institutions, parks, state agencies, schools, subdivisions; or the cooperative living-type projects of five or more living units, such as apartments, boarding houses, hotels, mobile home parks, motels, recreational vehicle parks and townhouses.



SWIMMING POOL, RESIDENTIAL. See "Swimming pool, private."



TURNOVER TIME. The time in hours required for the circulation system to filter and recirculate a volume of water equal to the pool volume.



VACUUM FITTING. A fitting in the pool which is used as a convenient outlet for connecting the underwater suction cleaning equipment.



VACUUM PIPING. The piping from the suction side of a pump connected to a vacuum fitting located at the pool and below the water level.



WASTE PIPING. See "Filter waste discharge piping."



WIDTH AND/OR LENGTH. Actual water dimension taken from wall to wall at the maximum operating water level.



YOUNG CHILD. Means any person under the age of six years.


R4501.3 Mechanical requirements. Unless otherwise specified in this code, all piping, equipment and materials used in the process piping system of swimming pools that are built in place shall conform to the Florida Building Code, Plumbing.




R4501.4 Approvals.




R4501.4.1 Compliance. All materials, piping, valves, equipment or appliances entering into the construction of swimming pools or portions thereof shall be of a type complying with this code or of a type recommended and approved by a nationally recognized testing agency or conforming to other recognized standards acceptable to the administrative authority.




R4501.4.2 Items not covered. For any items not specifically covered in these requirements, the administrative authority is hereby authorized to require that all equipment, materials, methods of construction and design features shall be proven to function adequately, effectively and without excessive maintenance and operational difficulties.



R4501.4.2.1. Flood hazard areas.  Pools installed in flood hazard areas established in Section R322 shall comply with Section R322.2.4 (A Zones) or R322.3.3.1 in coastal high-hazard areas (V Zones).

R4501.4.3 Applicant responsibility. It shall be the responsibility of the applicant to provide such data, tests or other adequate proof that the device, material or product will satisfactorily perform the function for which it is intended, before such item shall be approved or accepted for tests.




R4501.5 Alternate materials and methods of construction.




R4501.5.1 Approval and authorization. The provisions of this code are not intended to prevent the use of any alternate material, method of construction, appliance or equipment, provided any such alternate has been first approved and its use authorized by the administrative authority.




R4501.5.2 Required tests. When there is insufficient evidence to substantiate claims for alternates, the administrative authority may require tests, as proof of compliance, to be made by an approved agency at the expense of the applicant.




R4501.6 Engineering design.



Section R4501.6.1 Conformance standard. Change to read as shown:

R4501.6.1 Conformance standard. Design, construction and workmanship shall be in conformity with the requirements of ANSI/NSPI 3; ANSI/APSP/ICCNSPI 4; ANSI/ APSP/ICCNSPA 5; ANSI/ APSP/ICCNSPI 6; and ANSI/APSP 7.

R4501.6.2 Required equipment. Every swimming pool shall be equipped complete with approved mechanical equipment consisting of filter, pump, piping valves and component parts.






Exception: Pools with a supply of fresh water equivalent to the volume of the pool in the specified turnover time will be allowed.


R4501.6.3 Water velocity. Pool piping shall be designed so the water velocity will not exceed 10 feet per second (3048 mm/s) for pressure piping and 8 feet per second (2438 mm/s) for suction piping, except that the water velocity shall not exceed 8 feet per second (2438 mm/s) in copper tubing. Main suction outlet velocity must comply with ANSI/APSP 7.






Exception: Jet inlet fittings shall not be deemed subject to this requirement.


R4501.6.4 Piping to heater. Water flow through the heater, any bypass plumbing installed, any back-siphoning protection, and the use of heat sinks shall be done in accordance with the manufacturer's recommendations.




R4501.6.5 Piping installation. All piping materials shall be installed in strict accordance with the manufacturer's installation standards.






Exception: Primer and glue on exposed aboveground piping not required to be colored.


R4501.6.6 Entrapment protection. Entrapment protection for suction outlets shall be installed in accordance with requirements of ANSI/APSP 7.




R4501.7 Pumps.




R4501.7.1 Strainer. Pool circulating pumps shall be equipped on the inlet side with an approved type hair and lint strainer when used with a pressure filter.




R4501.7.2 Installation. Pumps shall be installed in accordance with manufacturer recommendations.




R4501.7.3 Capacity. Pumps shall have design capacity at the following heads:



1. Pressure Diatomaceous Earth-At least 60 feet (18 288 mm).

2. Vacuum Diatomaceous Earth-20-inch (508 mm) vacuum on the suction side and 40-foot (12 192 mm) total head.

3. Rapid Sand-At least 45 feet (13 716 mm).

4. High Rate Sand-At least 60-feet (18 288 mm).
R4501.7.4 Materials. Pump impellers, shafts, wear rings and other working parts shall be of corrosion-resistant materials.


R4501.8 Valves.




R4501.8.1 General. Valves shall be made of materials that are approved in the Florida Building Code, Plumbing. Valves located under concrete slabs shall be set in a pit having a least dimension of five pipe diameters with a minimum of at least 10 inches (254 mm) and fitted with a suitable cover. All valves shall be located where they will be readily accessible for maintenance and removal.




R4501.8.2 Full-way (gate) valves. Full-way valves shall be installed to insure proper functioning of the filtration and piping system. When the pump is located below the overflow rim of the pool, a valve shall be installed on the discharge outlet and the suction line.




R4501.8.3 Check valves. Where check valves are installed they shall be of the swing, spring or vertical check patterns.




R4501.8.4 Combination valves. Combination valves shall be installed per manufacturer's installation instructions.




R4501.9 Water supply. Unless an approved type of filling system is installed, any water supply which in the judgment of the administrative authority may be used to fill the pool, shall be equipped with backflow protection. No over the rim fill spout shall be accepted unless located under a diving board, or properly guarded.




R4501.10 Waste water disposal.




R4501.10.1 Connection limitations. Direct or indirect connections shall not be made between any storm drain, sewer, drainage system, seepage pit underground leaching pit, or subsoil drainage line, and any line connected to a swimming pool unless approved by the administrative authority.




R4501.10.2 Disposal through public sewer. When the waste water from a swimming pool is to be disposed of through a public sewer, a 3-inch (76 mm) P-trap shall be installed on the lower terminus of the building drain and the tall piece from the trap shall extend a minimum of 3-inches (76 mm) above finished grade and below finished floor grade. This trap need not be vented. The connection between the filter waste discharge piping and the P-trap shall be made by means of an indirect connection.




R4501.10.3 Deviations. Plans and specifications for any deviation from the above manner of installation shall first be approved by the administrative authority before any portion of any such system is installed. When waste water disposal is to seepage pit installation, it shall be installed in accordance with the approval granted by the administrative authority.




R4501.11 Separation tank. A separation tank of an approved type may be used in lieu of the aforementioned means of waste water disposal when connected as a reclamation system.




R4501.12 Tests.




R4501.12.1 Pressure test. All pool piping shall be tested and proved tight to the satisfaction of the administrative authority, under a static water or air pressure test of not less than 35 pounds per square inch (psi) (241 kPa) for 15 minutes.



Exception: Circulating pumps need not be tested as required in this section.


R4501.12.2 Drain and waste piping. All drain and waste piping shall be tested by filling with water to the point of overflow and all joints shall be tight.




R4501.13 Drain piping.




R4501.13.1 Slope to discharge. Drain piping serving gravity overflow gutter drains and deck drains shall be installed to provide continuous grade to point of discharge.




R4501.13.2 Joints and connections. Joints and connections shall be made as required by the Florida Building Code, Plumbing.




R4501.14 Water heating equipment.




R4501.14.1 Labels. Swimming pool water heating equipment shall conform to the design, construction and installation requirements in accordance with accepted engineering practices and shall bear the label of a recognized testing agency, and shall include a consideration of combustion air, venting and gas supply requirements for water heaters.




R4501.14.2 Water retention. If a heater is not equipped or designed for an approved permanent bypass or antisiphon device, an approved permanent bypass or antisiphon device shall be installed to provide a positive means of retaining water in the heater when the pump is not in operation.




R4501.14.3 Pit drainage. When the heater is installed in a pit, the pit shall be provided with approved drainage facilities.




R4501.14.4 Connections. All water heating equipment shall be installed with flanges or union connection adjacent to the heater.




R4501.14.5 Relief valve. When water heating equipment which is installed in a closed system has a valve between the appliance and the pool, a pressure relief valve shall be installed on the discharge side of the water heating equipment. For units up to and including 200,000 Btu/hour input, the relief valve shall be rated by the American Gas Association.




R4501.15 Gas piping. Gas piping shall comply with the Florida Building Code, Fuel Gas.




R4501.16 Electrical. Electrical wiring and equipment shall comply with Chapter 27 of the Florida Building Code.




R4501.17 Residential swimming barrier requirement. Residential swimming pools shall comply with Sections R4501.17.1 through R4501.17.3.






Exception: A swimming pool with an approved safety pool cover complying with ASTM F 1346.


R4502.17.1 Outdoor swimming pools. Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14.




R4501.17.1.1 The top of the barrier shall be at least 48 inches (1219 mm) above grade measured on the side of the barrier which faces away from the swimming pool. The maximum vertical clearance between grade and the bottom of the barrier shall be 2 inches (51 mm) measured on the side of the barrier which faces away from the swimming pool. Where the top of the pool structure is above grade the barrier may be at ground level or mounted on top of the pool structure. Where the barrier is mounted on top of the pool structure, the maximum vertical clearance between the top of the pool structure and the bottom of the barrier shall be 4 inches (102 mm).




R4501.17.1.2 The barrier may not have any gaps, openings, indentations, protrusions, or structural components that could allow a young child to crawl under, squeeze through, or climb over the barrier as herein described below. One end of a removable child barrier shall not be removable without the aid of tools. Openings in any barrier shall not allow passage of a 4-inch-diameter (102 mm) sphere.




R4501.17.1.3 Solid barriers which do not have openings shall not contain indentations or protrusions except for normal construction tolerances and tooled masonry joints.




R4501.17.1.4 Where the barrier is composed of horizontal and vertical members and the distance between the tops of the horizontal members is less than 45 inches (1143 mm), the horizontal members shall be located on the swimming pool side of the fence. Spacing between vertical members shall not exceed 1 ¾ inches (44 mm) in width. Where there are decorative cutouts within vertical members, spacing within the cutouts shall not exceed 1 ¾ inches (44 mm) in width.




R4501.17.1.5 Where the barrier is composed of horizontal and vertical members and the distance between the tops of the horizontal members is 45 inches (1143 mm) or more, spacing between vertical members shall not exceed 4 inches (102 mm). Where there are decorative cutouts within vertical members, spacing within the cutouts shall not exceed 1¾ inches (44 mm) in width.




R4501.17.1.6 Maximum mesh size for chain link fences shall be a 2 ¼ inch square (57 mm) unless the fence is provided with slats fastened at the top or bottom which reduce the openings to no more than 1¾inches (44 mm).




R4501.17.1.7 Where the barrier is composed of diagonal members, the maximum opening formed by the diagonal members shall be no more than 1¾inches (44 mm).




R4501.17.1.8 Access gates, when provided, shall be self-closing and shall comply with the requirements of Sections R4501.17.1.1 through R4501.17.1.7 and shall be equipped with a self-latching locking device located on the pool side of the gate. Where the device release is located no less than 54 inches (1372 mm) from the bottom of the gate, the device release mechanism may be located on either side of the gate and so placed that it cannot be reached by a young child over the top or through any opening or gap from the outside. Gates that provide access to the swimming pool must open outward away from the pool. The gates and barrier shall have no opening greater than ½ inch (12.7 mm) within 18 inches (457 mm) of the release mechanism.




R4501.17.1.9 Where a wall of a dwelling serves as part of the barrier, one of the following shall apply:




1. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 dB A at 10 feet (3048 mm). Any deactivation switch shall be located at least 54 inches (1372 mm) above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening.






Exceptions:




a. Screened or protected windows having a bottom sill height of 48 inches (1219 mm) or more measured from the interior finished floor at the pool access level.



b. Windows facing the pool on floor above the first story.



c. Screened or protected pass-through kitchen windows 42 inches (1067 mm) or higher with a counter beneath.


2. All doors providing direct access from the home to the pool must be equipped with a self-closing, self-latching device with positive mechanical latching/locking installed a minimum of 54 inches (1372 mm) above the threshold, which is approved by the authority having jurisdiction.


R4501.17.1.10 Where an aboveground pool structure is used as a barrier or where the barrier is mounted on top of the pool structure, and the means of access is a ladder or steps, the ladder or steps either shall be capable of being secured, locked or removed to prevent access, or the ladder or steps shall be surrounded by a barrier which meets the requirements of Sections R4501.17.1.1 through R4501.17.1.9 and Sections R4501.17.1.12 through R4501.17.1.14. When the ladder or steps are secured, locked or removed, any opening created shall not allow the passage of a 4-inch-diameter (102 mm) sphere.


R4501.17.1.11 Standard screen enclosures which meet the requirements of Section R4501.17 may be utilized as part of or all of the "barrier" and shall be considered a "nondwelling" wall. Removable child barriers shall have one end of the barrier nonremovable without the aid of tools.




R4501.17.1.12 The barrier must be placed around the perimeter of the pool and must be separate from any fence, wall, or other enclosure surrounding the yard unless the fence, wall, or other enclosure or portion thereof is situated on the perimeter of the pool, is being used as part of the barrier, and meets the barrier requirements of this section.




R4501.17.1.13 Removable child barriers must be placed sufficiently away from the water's edge to prevent a young child or medically frail elderly person who may manage to penetrate the barrier from immediately falling into the water. Sufficiently away from the water's edge shall mean no less than 20 inches (508 mm) from the barrier to the water's edge. Dwelling or nondwelling walls including screen enclosures, when used as part or all of the "barrier" and meeting the other barrier requirements, may be as close to the water's edge as permitted by this code.




R4501.17.1.14 A wall of a dwelling may serve as part of the barrier if it does not contain any door or window that opens to provide direct access from the home to the swimming pool.




R4501.17.1.14.1 Adjacent waterways. Permanent natural or permanent man-made features such as bulkheads, canals, lakes, navigable waterways, etc., adjacent to a public or private swimming pool or spa may be permitted as a barrier when approved by the authority having jurisdiction. When evaluating such barrier features, the authority may perform on-site inspections and review evidence such as surveys, aerial photographs, water management agency standards and specifications, and any other similar documentation to verify, at a minimum, the following:




1. The barrier feature is not subject to natural changes, deviations, or alterations and is capable of providing an equivalent level of protection as that provided by the code.



2. The barrier feature clearly impedes, prohibits or restricts access to the swimming pool or spa.




R4501.17.1.15 A mesh safety barrier meeting the requirements of Section R4501.17 and the following minimum requirements shall be considered a barrier as defined in this section:




1. Individual component vertical support posts shall be capable of resisting a minimum of 52 pounds (229 N) of horizontal force prior to breakage when measured at a 36-inch (914 mm) height above grade. Vertical posts of the child mesh safety barrier shall extend a minimum of 3 inches (76 mm) below deck level and shall be spaced no greater than 36 inches (914 mm) apart.




2. The mesh utilized in the barrier shall have a minimum tensile strength according to ASTM D 5034 of 100 lbf., and a minimum ball burst strength according to ASTM D 3787 of 150 lbf. The mesh shall not be capable of deformation such that a ¼ -inch (6.4 mm) round object could pass through the mesh.






The mesh shall receive a descriptive performance rating of no less than "trace discoloration" or "slight discoloration" when tested according to ASTM G 53 (Weatherability, 1,200 hours).


3. When using a molding strip to attach the mesh to the vertical posts, this strip shall contain, at a minimum, #8 by ½-inch (12.7 mm) screws with a minimum of two screws at the top and two at the bottom with the remaining screws spaced a maximum of 6 inches (152 mm) apart on center.




4. Patio deck sleeves (vertical post receptacles) placed inside the patio surface shall be of a nonconductive material.




5. A latching device shall attach each barrier section at a height no lower than 45 inches (11 613 mm) above grade. Common latching devices that include, but are not limited to, devices that provide the security equal to or greater than that of a hook and eye type latch incorporating a spring actuated retaining lever (commonly referred to as a safety gate hook).




6. The bottom of the child mesh safety barrier shall not be more than 1 inch (25 mm) above the deck or installed surface (grade).




R4501.17.2 Indoor swimming pools. All walls surrounding indoor swimming pools shall comply with Section R4501.17.1.9.




R4501.17.3 Prohibited locations. A barrier may not be located in a way that allows any permanent structure, equipment, or window that opens to provide access from the home to the swimming pool.




R4501.18 Ladders and steps. All pools whether public or private shall be provided with a ladder or steps in the shallow end where 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/swimouts in the deep end. Where manufactured diving equipment is to be used, benches or swimouts shall be recessed or located in a corner.






Exception: In private pools having more than one shallow end, only one set of steps are required. A bench, swim-out or ladder may be used at all additional shallow ends in lieu of an additional set of steps.


R4501.19 Final inspection. Final electrical, and barrier code, inspection shall be completed prior to filling the pool with water.






Exception: Vinyl liner and fiberglass pools are required to be filled with water upon installation.


R4501.20 Filters. Components shall have sufficient capacity to provide a complete turnover of pool water in 12 hours or less.




R4501.20.1 Sand filters.




R4501.20.1.1 Approved types. Rapid sand filters (flow up to 5 gpm per square foot) shall be constructed in accordance with approved standards. Where high rate sand filters (flow in excess of 5 gpm per square foot) are used, they shall be of an approved type. The circulation system and backwash piping shall be adequate for proper backwashing of said filter and shall provide backwash flow rates of at least 12 gpm per square foot or rapid sand filters or 15 gpm per square foot or high rate sand filters.




R4501.20.1.2 Instructions. Every filter system shall be provided with written operating instructions.




R4501.20.1.3 Filter system equipment. On pressure type filters, a means shall be provided to permit the release of internal pressure. A filter incorporating an automatic internal air release as its principal means of air release shall have lids which provide a slow and safe release of pressure as part of its design. A separation tank used in conjunction with a filter tank shall have as part of its design a manual means of air release or a lid which provides a slow and safe release of pressure as it is opened.





R4501.20.2 Diatomite type filters.


R4501.20.2.1 Design. Diatomite-type filters shall be designed for operation under either pressure or vacuum. The design capacity for both pressure and vacuum filters shall not exceed 2 gpm per square foot of effective filter area.




R4501.20.2.2 Filter aid. Provision shall be made to introduce filter aid into the filter in such a way as to evenly precoat the filter septum.




R4501.21 Pool fittings.




R4501.21.1 Approved type. Pool fittings shall be of an approved type and design as to be appropriate for the specific application.




R4501.21.2 Skimmers. Approved surface skimmers are required and shall be installed in strict accordance with the manufacturer's installation instructions. Skimmers shall be installed on the basis of one per 800 square feet (74 m2) of surface area or fraction thereof, and shall be designed for a flow rate of at least 25 gallons per minute (gpm) (1.6 L/s) per skimmer.




R4501.21.3 Main outlet. An approved main outlet, when provided, shall be located on a wall or floor at or near the deepest point in the pool for emptying or circulation, or both, of the water in the pool.




R4501.21.4 Hydrostatic relief device. In areas of anticipated water table an approved hydrostatic relief device shall be installed.






Exception: Plastic liner pools (where there is no structural bottom to the pool).


R4501.21.5 Inlet fittings. Approved manufactured inlet fittings 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. Where more than one inlet is required, the shortest distance between any two required inlets shall be at least 10 feet (3048 mm).




R4501.22 Equipment foundations and enclosures. All pool motors and equipment shall be installed in compliance with the manufacturer’s recommendations. All heating and electrical equipment, unless approved for outdoor installation, shall be adequately protected against the weather or installed within a building.




R4501.23 Accessibility and clearances. Equipment shall be so installed as to provide ready accessibility for cleaning, operating, maintenance and servicing.



CHAPTER 46. Change Chapter 44, Referenced Standards, to Chapter 46 as follows:

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