Current through Rules and Regulations filed through September 23, 2024
(1)
Decks. These requirements
shall apply to all decks and deck equipment at the time of construction.
(a) Decks shall be designed and installed in
accordance with the engineering practices required in the area of installation.
Decks shall be constructed with a uniform and easily cleaned surface such as
concrete, tile, manufactured or acrylic surfaces. This includes the design of
sub base when required, concrete mix design, reinforcing, and joints, if a
concrete deck is selected. In the absence of specific local engineering
practices, the work shall be performed in accordance with the recommended
practices of the latest edition of American Concrete Institute (ACI) Standard
302.1R-80,"Guide for Concrete Floor and Slab Construction or successor
standard."
(b) Decking shall be
flush with the lip of the pool, spa walls, and copings. Decks, ramps, coping
and similar step surfaces shall be slip-resistant and easily
cleanable.
(c) Special features in
or on decks, such as markers or brand insignias, shall conform to this
Chapter.
(d) Risers for steps for
the deck shall be uniform and have a minimum height of three and three-fourths
inches and a maximum height of seven and one-half inches. The minimum tread
depth shall be twelve inches.
(e)
Backfilled areas that support a deck shall be adequately compacted.
(f) The deck, including coping, shall have a
minimum four feet width of continuous, unobstructed walking area maintained at
all times unless otherwise allowed in the chapter.
(g) A minimum four foot deck width shall be
provided on the sides and rear of any diving equipment or waterslide stairs. A
deck clearance of forty-eight inches shall be provided around all deck
equipment.
(h) The approved decking
shall connect all site amenities, entrances, and exits.
(i) A four foot minimum continuous
unobstructed deck, which may include the coping, shall be provided around at
least 50 percent or more of a spa.
(j) The minimum slope of the decks shall be
one-eighth inch per one foot vertical to horizontal.
(k) The maximum voids between adjoining
concrete slabs, or between concrete slabs and expansion joint material, shall
be three-sixteenths inch of horizontal clearance with a maximum difference in
vertical elevation of one-fourth inch.
(l) Open joints or gaps larger than
three-sixteenths inch wide or with vertical elevations exceeding 1/4 inches
shall be rectified using appropriate fillers. Construction joints where pool
coping meets the decks shall be watertight and shall not allow water to pass to
the ground beneath.
(m) The areas
where the decks join the pool and spa coping shall be designed and installed so
as to protect the coping and its mortar bed from damage as a result of
anticipated movement of adjoining decks.
(n) Joints in decks shall be provided to
minimize the potential for cracks due to a change in elevations, separation of
surfaces or movement of the slab.
(o) The areas where the decks join concrete
work shall be protected by expansion joints to protect the pool adequately from
the pressures of relative movements.
(p) Decks shall be edged, have a radius, or
be otherwise relieved to eliminate sharp corners.
(q) Decks shall be sloped to effectively
drain either to perimeter areas or to deck drains. Drainage shall remove pool
and spa splash water, deck cleaning water, and rain water without leaving
standing water of more than one-eighth inch depth twenty minutes after the
cessation of the addition of water to the deck.
(r) Site drainage shall be provided to direct
all perimeter deck drainage as well as general site and roof drainage away from
the pool. When required, yard drains shall be installed to prevent the
accumulation or puddling of site water in the general area of the decks and
related improvements.
(s) There
shall be no direct connection between the deck drains and the sanitary or storm
sewer system, or the gutter or skimmer recirculation system.
(t) Wing walls or peninsulas less than
eighteen inches in width shall not be considered a part of the deck.
(u) If a backwash sump is used, then an open
pit or leaching design for backwash sump purposes shall be located so that it
falls completely below adjacent decks and fully between a line projected 45°
downward and away from such decks, or shall be designed to accommodate local
soil conditions and the volume of backwash.
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(v)
Circulation system piping, other than that integrally included in the
manufacture of the pool or spa, shall be subject to an induced static hydraulic
pressure test (sealed system) at twenty-five pounds per square inch (psi) for
at least fifteen minutes or longer if required by the local code official or
health authority. This test shall be performed before the deck is poured and
the pressure shall be maintained through the deck pour.
(w) Valves installed in or under any deck
shall provide a minimum ten inch diameter access cover and valve pit to
facilitate servicing.
(x) A hose
bib and a vacuum breaker shall be provided for washing down the entire deck
area and shall be located not more than one hundred-fifty feet apart.
Water-powered lifts shall have a dedicated hose bib water source.
(y) The deck area will be kept clean of all
trash and debris.
(z) Carpet, wood
and artificial turf may not be used on the deck adjoining the pool.
Additionally, loose plant material or bedding shall not be permitted on the
deck area within four feet of the water surface area.
(2)
Entry/Exit. All pools,
except spas, shall have at least two means of entry/exit located so as to serve
both ends of the pool and the deepest portion. These shall consist of ladders,
stairs or recessed treads, or a walking entry, and may be used in combination.
All treads shall have slip-resistant surfaces. Handicapped accessible
entry/exit into the pool shall be designed and provided in accordance with
federal, state or local requirements.
(a)
Where water depths are twenty-four inches or less at the pool wall, such areas
shall be considered as providing their own natural mode for
entry/exit.
(b) For pools or water
areas over thirty feet in width, each side of the deepest portions of the pool
shall have its own entries/exits.
(c) For pools with water depths of more than
five feet, a means of entry/exit for the shallow end shall be located between
the shallow end wall and the cross section at Point C, while a means of
entry/exit for the deep end shall be between the deep end wall and the cross
section at Point B as shown in DPH Rule
511-3-5-.05(7).
(d) A means of entry/exit shall be provided
at a minimum of every seventy-five linear feet of pool wall or fraction
thereof.
(e) Stairs, ladders and
recessed treads shall be located to not interfere with racing lanes if
applicable.
(3)
Pool Stairs. The design and construction of protruding and
recessed pool stairs shall conform to the following:
(a) Step treads shall have a minimum
unobstructed horizontal depth of ten inches and a minimum unobstructed surface
area of two hundred forty square inches.
(b) Risers at the centerline of the treads
shall have a maximum uniform height of twelve inches, with the bottom riser
height allowed to vary from the floor to not more than twelve inches.
(c) The vertical distance from the pool
coping, deck, or step surface to the uppermost tread shall not be greater than
twelve inches.
(d) Where stairs are
located in water depths of more than forty-eight inches, the lowest tread shall
be not less than forty-eight inches below the deck and the stairs shall not
protrude into the pool. The stairs shall be set back into the pool
wall.
(e) The outer two inches of
each step shall be marked with slip resistant tiles in a contrasting
color.
(f) Each set of stairs shall
be provided with at least one handrail to serve all treads and risers.
Handrails shall conform to the following standards:
1. Handrails, if removable, shall be
installed in such a way that they cannot be removed without the use of
tools.
2. The leading edge of
handrails facilitating stairs and pool entry/exit shall be no more than
eighteen inches plus or minus three inches, horizontally from the vertical
plane of the bottom riser (where applicable).
3. The outside diameter of handrails shall be
between one and one quarter inch and two inches.
(g) Underwater seats, benches or swimouts may
be provided as part of the stairs or recessed treads.
(h) Stairs wider than five feet shall have at
least one additional handrail for every twelve feet of stair width or
fraction.
(4)
Pool
Ladders. The design and construction of pool ladder(s) shall conform to
the following standards:
(a) Pool ladders
shall be made entirely of corrosion-resisting materials.
(b) Ladders shall provide two handholds or
two handrails.
(c) Below the water
level, there shall be a clearance of not less than three inches and not more
than six inches between any ladders tread edge, measured from the pool wall
side of the tread and the pool wall.
(d) The clear distance between ladder
handrails shall be a minimum of seventeen inches and a maximum of twenty-four
inches.
(e) There shall be a
uniform height between ladder treads, with a seven inch minimum distance and a
twelve inch maximum distance.
(f)
Ladder treads shall have a minimum horizontal depth of two inches.
(5)
Recessed Treads.
The design and construction of recessed treads in the pool wall shall conform
to the following standards:
(a) Recessed
treads at the centerline shall have a uniform vertical spacing of twelve inches
maximum and seven inches minimum.
(b) The vertical distance between the pool
coping edge, deck or step surface and the uppermost recessed tread shall be a
maximum of twelve inches.
(c)
Recessed treads shall have a minimum depth of five inches and a minimum width
of twelve inches.
(d) Recessed
treads shall drain into the pool to prevent the accumulation of dirt.
(e) Each set of recessed treads shall be
provided with a set of handrails, grabrails, or handholds to serve all treads
and risers.
(f) The clear distance
between handrails and grab rails shall be between seventeen and twenty-four
inches.
(6)
Spa
Entry/Exit. Spas shall have a means of entry/exit at a minimum of every
fifty feet or portion thereof, where water depths are more than twenty-four
inches.
(a) DPH Rule 511-3-5-.06(4) and (5) shall apply to ladders and recessed treads in spas.
(b) Spas shall be equipped with at least one
handrail (or ladder equivalent) for each fifty feet of perimeter or portion
thereof, to designate the point of entry and exit.
1. Handrails shall be installed in such a way
that they cannot be removed without the use of tools.
2. The leading edge of a handrail in the spa
shall be no more than eighteen inches plus or minus three inches horizontally
from the vertical plane of the bottom riser (where applicable).
3. The outside diameter of handrails shall be
between one and one-quarter inch and two inches.
(c) The design and construction of spa steps
and seat benches, where used, shall conform to the following standards:
1. Step treads shall have a minimum
unobstructed horizontal depth of ten inches for a minimum continuous width of
twelve inches. Step treads shall have slip-resistant surfaces.
2. Riser heights shall not be more than
twelve inches. Where the bottom tread serves as a bench or seat, the bottom
riser may be a maximum of fourteen inches above the spa floor.
3. The first and last risers need not be
uniform but shall comply with riser height requirements as noted above. The
(top riser is measured from the finished deck.
4. Intermediate risers, those between the
first and last risers, shall be uniform in height.
5. Each set of steps shall be provided with
at least one handrail to serve all treads and risers.
6. The outer two inch edge of each step shall
be marked with slip resistant tiles in a contrasting color.
(7)
Supports for
Diving Equipment. Supports, platforms, stairs and ladders for diving
equipment shall be designed to carry the anticipated loads. Stairs and ladders
shall be of corrosion-resisting material, easily cleanable and with
slip-resistant tread.
(a) All diving stands
higher than twenty-one inches as measured from the deck to the top butt end of
the board shall be provided with stairs or a ladder. Step treads shall be
self-draining.
(b) Platforms and
diving equipment of one meter or higher shall be protected with guard rails
which shall be at least thirty inches above the diving board and extend to the
edge of the pool wall. All platforms or diving equipment higher than one meter
shall have guard rails which are at least thirty-six inches above the diving
board and extend to the edge of the pool wall.
(8)
Diving Equipment. Diving
equipment shall be designed for swimming pool use and shall be installed in
accordance with the manufacturer's recommendations.
Diving boards shall be permitted only when the diving
envelope conforms to the standards of the certifying agency that regulates
competitive diving at the facility or, if designed for noncompetitive diving,
shall follow this section.
(a) Diving
equipment manufacturers shall provide installation instructions and
specifications with each unit.
(b)
A label shall be permanently affixed to the diving equipment or jump board and
shall include:
1. Manufacturer's name,
identification and address,
2.
board equipment length,
3.
identification as to diving or jump board,
4. fulcrum setting specifications (if
applicable),
5. minimum water
envelope required for each diving board and diving stand combination,
6. date of manufacture, and
7. maximum weight of the user.
(c) Diving equipment shall have
slip-resistant tread surfaces.
(d)
Diving equipment shall be permanently anchored to the pool deck. The edge of
the board at the tip end shall be level with the water surface. The tip end of
the board over the pool water surface may be higher than the butt end of the
board.
(e) Maximum board height
over the water shall have plus three inches tolerance.
(f) The maximum construction tolerance of the
tip of the board from Point A as shown in DPH Rule
511-3-5-.05(7) shall be plus or minus three inches. The diving equipment shall be in
compliance with DPH Rule
511-3-5-.05(6).
(9)
Pool slides. The
requirements of the U.S. Consumer Product Safety Commission Standard for
Swimming Pool Slides as published in the Code of Federal Regulations, 16 CFR
Part 1207, shall be used for standards relating to swimming pool slides.
Installation and use instructions shall be provided with each unit by the
manufacturer.
(10)
Play
structures and other equipment. Play structures and other equipment
shall meet all requirements set by appropriate authorities such as building
codes, the U.S. Consumer Product Safety Commission, ASTM standards, and
amusement ride regulations.
(11)
Bridges. Bridges spanning a pool or any other structures not
intended for interactive play shall have a minimum clearance of seven feet from
the bottom of the structure to the bottom of the pool and a minimum height of
four feet above the water surface. A bridge shall have a minimum forty-two inch
high barrier on both sides and a slip resistant walking surface constructed of
concrete or a non-absorbent material. A "no diving and no-jumping" sign shall
be placed at both ends of the bridge.
O.C.G.A. §§
31-2A-6, 31-12-8, 31-45-10.