§ 5-4. Specific amendments to the 2015 International Residential Code.  


Latest version.
  • [Specific amendments:]

    (1)

    Section R102.4 ; change to read as follows:

    R102.4 Referenced codes and standards. The codes, when specifically adopted, and standards referenced in this code shall be considered part of the requirements of this code to the prescribed extent of each such reference and as further regulated in Sections R102.4.1 and R102.4.2. Whenever amendments have been adopted to the referenced codes and standards, each reference to said code and standard shall be considered to reference the amendments as well. Any reference made to NFPA 70 or the Electrical Code shall mean the Electrical Code as adopted.

    (2)

    Section R104.10.1 Flood Hazard areas ; delete this section.

    (3)

    Section R105.3.1.1 & R106.1.4 ; delete these sections re: floodplain.

    (4)

    Section R110 (R110.1 through R110.5) ; delete these sections re: residential COs.

    (5)

    Section R112.2.1 & R112.2.2 ; delete these sections re: floodplain.

    (6)

    Table R301.2 (1) ; fill in as follows:

    GROUND
    SNOW
    LOAD
    WIND DESIGN SEISMIC
    DESIGN
    CATEGORY f

    A
    SUBJECT TO
    DAMAGE FROM
    WINTER
    DESIGN
    TEMP g
    ICE BARRIER
    UNDER-
    LAYMENT h
    FLOOD
    HAZARDS g
    AIR FREEZING
    INDEX i
    MEAN
    ANNUAL
    TEMP j
    SPEED d
    (MPH)
    Topographic
    Effects k
    Special Wind
    Region l
    Windborne
    Debris Zone m
    Weathering a Frost
    Line
    Depth b
    Termite c
    5 lb/ft 22°F No Local Code 150 64.9° F
    115 (3 sec-
    gust)/76
    fastest mile
    No No No Moderate 6" Very Heavy

     

    (7)

    Section R302.1 ; add exception #6 to read as follows:

    Exceptions:

    {previous exceptions unchanged}

    6. Open non-combustible carport structures may be constructed when also approved within adopted ordinances.

    (8)

    Section R302.2 , Exception; change to read as follows:

    Exception: A common two-hour fire-resistance-rated wall assembly, or one-hour fire-resistance-rated wall assembly when equipped with a sprinkler system... {Remainder unchanged.}

    (9)

    Section R302.2.4 Exception 5 ; change to read as follows:

    Exceptions:

    {previous exceptions unchanged}

    5. Townhouses separated by a common fire-resistance-rated wall as provided in Section R302.2.

    (10)

    Section R302.3 ; add Exception #3 to read as follows:

    Exceptions:

    1. {existing text unchanged}

    2. {existing text unchanged}

    3. Two-family dwelling units that are also divided by a property line through the structure shall be separated as required for townhouses.

    (11)

    Section R302.5.1 ; change to read as follows:

    R302.5.1 Opening protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 13/8 inches (35 mm) in thickness, solid or honeycomb core steel doors not less than 13/8 inches (35 mm) thick, or 20-minute fire-rated doors.

    (12)

    Section R303.3, Exception ; amend to read as follows:

    Exception: {existing text unchanged} Exhaust air from the space shall be exhaust out to the outdoors unless the space contains only a water closet, a lavatory, or water closet and a lavatory may be ventilated with an approved mechanical recirculating fan or similar device designed to remove odors from the air.

    (13)

    R303.4 Mechanical Ventilation ; change to read as follows:

    Where the air infiltration rate of a dwelling unit is 5 air changes per hour when tested with a blower door at a pressure of 0.2 inch w.c. (50 Pa) in accordance with Section N1102.4.1.2, the dwelling unit shall be provided with whole-house mechanical ventilation in accordance with Section M1507.3.

    (14)

    Section R315.2.2 Alterations, repairs and additions ; Amend to read as follows:

    Exception:

    2. Installation, alteration or repairs of electrical powered {remaining text unchanged}

    (15)

    Section R315.3 ; amend and add exceptions as follows:

    Where required in existing dwellings. Where work requiring a permit for an addition or an alteration that occurs in existing dwellings, that have attached garages or in existing dwellings within which fuel-fired appliances exist, carbon monoxide alarms shall be provided in accordance with Section R315.1:

    Exceptions:

    1. Work involving the exterior surfaces of dwellings, such as the replacement of roofing or siding, or the addition or replacement of windows or doors, or the addition of a porch or deck, are exempt from the requirements of this section.

    2. Installation, alteration or repairs of plumbing or mechanical systems are exempt from the requirements of this section.

    (16)

    Section R322 Flood Resistant Construction. Delete Section.

    (17)

    Section R326 Swimming Pools, Spas and Hot Tubs. Amended to read as follows:

    R326.1 General. The design and construction of pools and spas shall comply with the 2015 IRC Appendix Q. Swimming Pools, Spas and Hot Tubs.

    (18)

    Section R401.2 , amend by adding a new paragraph following the existing paragraph to read as follows:

    Section R401.2. Requirements. {existing text unchanged} ...Every foundation and/or footing, or any size addition to an existing post-tension foundation, regulated by this code shall be designed and sealed by a Texas-registered engineer.

    (19)

    Section R602.6.1; amend the following:

    R602.6.1 Drilling and notching of top plate. When piping or ductwork is placed in or partly in an exterior wall or interior load-bearing wall, necessitating cutting, drilling or notching of the top plate by more than 50 percent of its width, a galvanized metal tie not less than 0.054-inch thick (1.37 mm) (16 Ga) and 5 inches (127 mm) wide shall be fastened across and to the plate at each side of the opening with not less than eight 10d (0.148-inch diameter) having a minimum length of 1 ½ inches (38 mm) at each side or equivalent. Fasteners will be offset to prevent splitting of the top plate material. The metal tie must extend a minimum of 6 inches past the opening. See figure R602.6.1. {Remainder unchanged.}

    (20)

    Figure R602.6.1 ; delete the figure and insert the following figure:

    5-4.png

    (21)

    Section R703.8.4.1 ; add a second paragraph to read as follows:

    In stud framed exterior walls, all ties shall be anchored to studs as follows:

    1. When studs are 16 in (407 mm) o.c., stud ties shall be spaced no further apart than 24 in (737 mm) vertically starting approximately 12 in (381 mm) from the foundation; or

    North Central Texas Council of Governments 4 March 2013 2012 IRC Amendments

    2. When studs are 24 in (610 mm) o.c., stud ties shall be spaced no further apart than 16 in (483 mm) vertically starting approximately 8 in (254 mm) from the foundation.

    (22)

    Chapter 11 [RE] - Energy Efficiency ; delete in its entirety and replace with the following:

    N1101.1 Scope. This chapter regulates the energy efficiency for the design and construction of buildings regulated by this code.

    N1101.2 Compliance. Compliance shall be demonstrated by meeting the requirements of the residential provisions of the 2015 International Energy Conservation Code.

    (23)

    Section M1305.1.3 ; change to read as follows:

    M1305.1.3 Appliances in attics. Attics containing appliances shall be provided ... {bulk of paragraph unchanged} ... sides of the appliance where access is required. The clear access opening dimensions shall be a minimum of 20 inches by 30 inches (508 mm by 762 mm), or larger and large enough to allow removal of the largest appliance. A walkway to an appliance shall be rated as a floor as approved by the building official. As a minimum, for access to the attic space, provide one of the following:

    1. A permanent stair.

    2. A pull down stair with a minimum 300 lb (136 kg) capacity.

    3. An access door from an upper floor level.

    Exceptions:

    1. The passageway and level service space are not required where the appliance can be serviced and removed through the required opening.

    2. Where the passageway is unobstructed... {remaining text unchanged}

    (24)

    Section M1411.3 ; change to read as follows:

    M1411.3 Condensate disposal. Condensate from all cooling coils or evaporators shall be conveyed from the drain pan outlet to an approved place of disposal a sanitary sewer through a trap, by means of a direct or indirect drain unless otherwise approved by the Building Official. {remaining text unchanged}

    (25)

    Section M1411.3.1 ; add text (Items 3 and 4) to read as follows:

    M1411.3.1 Auxiliary and secondary drain systems. {bulk of paragraph unchanged}

    1. {text unchanged}

    2. {text unchanged}

    3. An auxiliary drain pan... {bulk of text unchanged}... with Item 1 of this section. A water level detection device may be installed only with prior approval of the Building Official.

    4. A water level detection device... {bulk of text unchanged}... overflow rim of such pan. A water level detection device may be installed only with prior approval of the Building Official.

    (26)

    Section M1411.3.1.1 ; add text to read as follows:

    M1411.3.1.1 Water-level monitoring devices. On down-flow units ... {bulk of text unchanged}... installed in the drain line. A water level detection device may be installed only with prior approval of the building official.

    (27)

    M1503.4 Makeup Air Required ; amend and 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 provided with makeup air at a rate approximately equal to the difference between the exhaust air rate and 400 cubic feet per minute. Such makeup air systems shall be equipped with a means of closure and shall be automatically controlled to start and operate simultaneously with the exhaust system.

    Exception: Where all appliances in the house are of sealed combustion, power-vent, unvented, or electric, the exhaust hood system shall be permitted to exhaust up to 600 cubic feet per minute (0.28 m3/s) without providing makeup air. Exhaust hood systems capable of exhausting in excess of 600 cubic feet per minute (0.28 m3/s) shall be provided with a makeup air at a rate approximately equal to the difference between the exhaust air rate and 600 cubic feet per minute.

    (28)

    Section M2005.2 ; change to read as follows:

    M2005.2 Prohibited locations. Fuel-fired water heaters shall not be installed in a room used as a storage closet. Water heaters located in a bedroom or bathroom shall be installed in a sealed enclosure so that combustion air will not be taken from the living space. Access to such enclosure may be from the bedroom or bathroom when through a solid door, weather-stripped in accordance with the exterior door air leakage requirements of the International Energy Conservation Code and equipped with an approved self-closing device. Installation of direct-vent water heaters within an enclosure is not required.

    (29)

    Section G2408.3 (305.5) ; delete (only applies in the north).

    (30)

    Section G2415.2.1 (404.2.1) ; add a second paragraph to read as follows:

    Both ends of each section of medium pressure gas piping shall identify its operating gas pressure with an approved tag. The tags are to be composed of aluminum or stainless steel and the following wording shall be stamped into the tag: "WARNING: 1/2 to 5 psi gas pressure - Do Not Remove."

    (31)

    Section G2415.2.2 (404.2.2) ; add an exception to read as follows:

    Exception: Corrugated stainless steel tubing (CSST) shall be a minimum of 1/2" (18 EDH).

    (32)

    Section G2415.12 (404.12) ; amend to read as follows:

    G2415.12 (404.12) Minimum burial depth. Underground piping systems shall be installed a minimum depth of 18 inches (457 mm) below grade,

    (33)

    Section G2415.12.1 (404.12.1) ; change to read as follows:

    G2415.12.1) Individual outside appliances. Individual lines to outside lights, grills or other appliances shall be installed a minimum of 12 inches (305 mm) below finished grade.... {Rest unchanged.}

    (34)

    Section G2417.1 (406.1) ; change to read as follows:

    G2417.1 (406.1) General. Prior to acceptance and initial operation, all piping installations shall be inspected and pressure tested to determine that the materials, design, fabrication, and installation practices comply with the requirements of this code. The permit holder shall make the applicable tests prescribed in Sections 2417.1.1 through 2417.1.5 to determine compliance with the provisions of this code. The permit holder shall give reasonable advance notice to the building official when the piping system is ready for testing. The equipment, material, power and labor necessary for the inspections and test shall be furnished by the permit holder and the permit holder shall be responsible for determining that the work will withstand the test pressure prescribed in the following tests.

    (35)

    Section G2417.4 ; change to read as follows:

    G2417.4 (406.4) Test pressure measurement. Test pressure shall be measured with a monometer or with a pressure-measuring device designed and calibrated to read, record, or indicate a pressure loss caused by leakage during the pressure test period. The source of pressure shall be isolated before the pressure tests are made.

    (36)

    Section G2417.4.1 ; change to read as follows:

    G2417.4.1 (406.4.1) Test pressure. The test pressure to be used shall be no less than 3 psig (20 kPa gauge), or at the discretion of the Code Official, the piping and valves may be tested at a pressure of at least six (6) inches (152 mm) of mercury, measured with a manometer or slope gauge. For tests requiring a pressure of 3 psig, diaphragm gauges shall utilize a dial with a minimum diameter of three and one half inches (3 ½"), a set hand, 1/10 pound incrementation and pressure range not to exceed 6 psi for tests requiring a pressure of 3 psig. For tests requiring a pressure of 10 psig, diaphragm gauges shall utilize a dial with a minimum diameter of three and one-half inches (3 ½"), a set hand, a minimum of 2/10 pound incrementation and a pressure range not to exceed 20 psi. For welded piping, and for piping carrying gas at pressures in excess of fourteen (14) inches water column pressure (3.48 kPa) (1/2 psi) and less than 200 inches of water column pressure (52.2 kPa) (7.5 psi), the test pressure shall not be less than ten (10) pounds per square inch (69.6 kPa). For piping carrying gas at a pressure that exceeds 200 inches of water column (52.2 kPa) (7.5 psi), the test pressure shall be not less than one and one-half times the proposed maximum working pressure.

    Diaphragm gauges used for testing must display a current calibration and be in good working condition. The appropriate test must be applied to the diaphragm gauge used for testing.

    (37)

    Section G2417.4.2 ; amend to read as follows:

    G2417.4.2 (406.4.2) Test duration. The test duration shall be held for a length of time satisfactory to the Building Official, but in no case for less than fifteen (15) minutes. For welded piping, and for piping carrying gas at pressures in excess of fourteen (14) inches water column pressure (3.48 kPa), the test duration shall be held for a length of time satisfactory to the Building Official, but in no case for less than thirty (30) minutes.

    (38)

    Section G2420.1 (406.1) ; add Section G2420.1.4 to read as follows:

    G2420.1.4 Valves in CSST installations. Shutoff valves installed with corrugated stainless steel (CSST) piping systems shall be supported with an approved termination fitting, or equivalent support, suitable for the size of the valves, of adequate strength and quality, and located at intervals so as to prevent or damp out excessive vibration but in no case greater than 12-inches from the center of the valve. Supports shall be installed so as not to interfere with the free expansion and contraction of the system's piping, fittings, and valves between anchors. All valves and supports shall be designed and installed so they will not be disengaged by movement of the supporting piping.

    (39)

    Section G2420.5.1 (409.5.1) ; add text to read as follows:

    G2420.5.1 (409.5.1) Located within the same room. The shutoff valve ... {bulk of paragraph unchanged} ... in accordance with the appliance manufacturer's instructions. A secondary shutoff valve must be installed within 3 feet (914 mm) of the firebox if appliance shutoff is located in the firebox.

    (40)

    Section G2421.1 (410.1) ; add text and Exception to read as follows:

    G2421.1 (410.1) Pressure regulators. A line pressure regulator shall be ... {bulk of paragraph unchanged} ... approved for outdoor installation. Access to regulators shall comply with the requirements for access to appliances as specified in Section M1305.

    Exception: A passageway or level service space is not required when the regulator is capable of being serviced and removed through the required attic opening.

    (41)

    Section G2422.1.2.3 (411.1.3.3) ; delete Exception 1 and Exception 4 (to comply with accepted regional practices)

    (42)

    Section G2445.2 (621.2) ; add Exception to read as follows:

    G2445.2 (621.2) Prohibited use. One or more unvented room heaters shall not be used as the sole source of comfort heating in a dwelling unit.

    Exception: Existing approved unvented room heaters may continue to be used in dwelling units, in accordance with the code provisions in effect when installed, when approved by the Building Official unless an unsafe condition is determined to exist as described in International Fuel Gas Code Section 108.7 of the Fuel Gas Code.

    (43)

    Section G2448.1.1 (624.1.1) ; change to read as follows:

    G2448.1.1 (624.1.1) Installation requirements. The requirements for water heaters relative to access, sizing, relief valves, drain pans and scald protection shall be in accordance with this code.

    (44)

    Section P2801.6.1 ; change to read as follows:

    Section P2801.6.1 Pan size and drain. The pan shall be not less than 11/2 inches (38 mm) in depth and shall be of sufficient size and shape to receive all dripping or condensate from the tank or water heater. The pan shall be drained by an indirect waste pipe having a diameter of not less than 3/4 inch (19 mm). Piping for safety pan drains shall be of those materials listed in Table 605.4. Multiple pan drains may terminate to a single discharge piping system when approved by the administrative authority and permitted by the manufactures installation instructions and installed with those instructions.

    (45)

    Section P2804.6.1 ; change to read as follows:

    Section P2804.6.1 Requirements for discharge piping. The discharge piping serving a pressure relief valve, temperature relief valve or combination thereof shall:

    1. Not be directly connected to the drainage system.

    2. Discharge through an air gap.

    3. Not be smaller than the diameter of the outlet of the valve served and shall discharge full size to the air gap.

    4. Serve a single relief device and shall not connect to piping serving any other relief device or equipment.

    Exception: Multiple relief devices may be installed to a single T & P discharge piping system when approved by the administrative authority and permitted by the manufacturer's installation instructions and installed with those instructions.

    5. Discharge to an indirect waste receptor or to the outdoors.

    [Remainder unchanged.]

    (46)

    Section P2801.7 ; add Exception to read as follows:

    Exceptions:

    1. Electric Water Heater.

    (47)

    Section P2902.5.3 ; change to read as follows:

    P2902.5.3 Lawn irrigation systems. The potable water supply to lawn irrigation systems shall be protected against backflow by an atmospheric-type vacuum breaker, a pressure-type vacuum breaker, a double-check assembly or a reduced pressure principle backflow preventer. A valve shall not be installed downstream from an atmospheric vacuum breaker. Where chemicals are introduced into the system, the potable water supply shall be protected against backflow by a reduced pressure principle backflow preventer.

    (48)

    Section P3005.2.6 ; change to read as follows:

    P3005.2.6 Upper Terminal. Each horizontal drain shall be provided with a cleanout at its upper terminal.

    Exception: Cleanouts may be omitted on a horizontal drain less than five (5) feet (1524 mm) in length unless such line is serving sinks or urinals.

    (49)

    Section P3111; delete. [To match other IBC Codes.]

    (50)

    Section P3112.2 ; delete and replace with the following:

    P3112.2 Installation. Traps for island sinks and similar equipment shall be roughed in above the floor and may be vented by extending the vent as high as possible, but not less than the drainboard height and then returning it downward and connecting it to the horizontal sink drain immediately downstream from the vertical fixture drain. The return vent shall be connected to the horizontal drain through a wye-branch fitting and shall, in addition, be provided with a foot vent taken off the vertical fixture vent by means of a wye-branch immediately below the floor and extending to the nearest partition and then through the roof to the open air or may be connected to other vents at a point not less than six (6) inches (152 mm) above the flood level rim of the fixtures served. Drainage fittings shall be used on all parts of the vent below the floor level and a minimum slope of one-quarter (1/4) inch per foot (20.9 mm/m) back to the drain shall be maintained. The return bend used under the drain-board shall be a one (1) piece fitting or an assembly of a forty-five (45) degree (0.79 radius), a ninety (90) degree (1.6 radius) and a forty-five (45) degree (0.79 radius) elbow in the order named. Pipe sizing shall be as elsewhere required in this Code. The island sink drain, upstream of the return vent, shall serve no other fixtures. An accessible cleanout shall be installed in the vertical portion of the foot vent.

    (51)

    Add paragraph 3304 Stormwater drainage and runoff shall not be drained onto adjacent neighboring properties.

    (52)

    All new subdivisions shall have underground electric services.

    (53)

    Appendix Q Reserved ; Amended to read as follows:

    Appendix Q. Swimming Pools, Spas and Hot Tubs.

    SECTION AQ101 GENERAL AQ101.1 General. The provisions of this appendix shall control the design and construction of swimming pools, spas and hot tubs installed in or on the lot of a one- or two-family dwelling.

    SECTION AQ102 DEFINITIONS

    AQ102.1 General.
    For the purposes of these requirements, the terms used shall be defined as follows and as set forth in Chapter 2.

    ABOVE-GROUND/ON-GROUND POOL. See "Swimming pool."

    BARRIER. A fence, wall, building wall or combination thereof which completely surrounds the swimming pool and obstructs access to the swimming pool.

    HOT TUB. See "Swimming pool."

    IN-GROUND POOL. See "Swimming pool."

    RESIDENTIAL. That which is situated on the premises of a detached one- or two-family dwelling, or a one-family townhouse not more than three stories in height.

    SPA, NONPORTABLE. See "Swimming pool."

    SPA, PORTABLE. A nonpermanent structure intended for recreational bathing, in which all controls, water-heating and water-circulating equipment are an integral part of the product.

    SWIMMING POOL. Any structure intended for swimming or recreational bathing that contains water more than 24 inches (610 mm) deep. This includes in-ground, above-ground and on-ground swimming pools, hot tubs and spas.

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

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

    SECTION AG103 SWIMMING POOLS

    AQ103.1 In-ground pools.
    In-ground pools shall be designed and constructed in compliance with ANSI/NSPI-5.

    AQ103.2 Above-ground and on-ground pools.
    Above-ground and on-ground pools shall be designed and constructed in compliance with ANSI/NSPI-4.

    AQ103.3 Pools in flood hazard areas. In flood hazard areas established by Table R301.2(1), pools in coastal high-hazard areas shall be designed and constructed in compliance with ASCE 24.

    SECTION AQ104 SPAS AND HOT TUBS

    AQ104.1 Permanently installed spas and hot tubs.
    Permanently installed spas and hot tubs shall be designed and constructed in compliance with ANSI/NSPI-3.

    AQ104.2 Portable spas and hot tubs.
    Portable spas and hot tubs shall be designed and constructed in compliance with ANSI/NSPI-6.

    SECTION AQ105 BARRIER REQUIREMENTS

    AQ105.1 Application.
    The provisions of this appendix shall control the design of barriers for residential swimming pools, spas and hot tubs. These design controls are intended to provide protection against potential drownings and near-drownings by restricting access to swimming pools, spas and hot tubs.

    AQ105.2 Outdoor swimming pool.
    An outdoor swimming pool, including an in-ground, above-ground or on-ground pool, hot tub or spa shall be surrounded by a barrier which shall comply with the following:

    1. The top of the barrier shall be at least 48 inches (1219mm) 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 (51mm) measured on the side of the barrier, which faces away from the swimming pool. Where the top of the pool structure is above grade, such as an above-ground pool, the barrier may be at ground level, such as the pool structure, 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 (102mm).

    2. Openings in the barrier shall not allow passage of a 4-inch-diameter (102mm) sphere.

    3. Solid barriers which do not have openings, such as a masonry or stone wall, shall not contain indentations or protrusions except for normal construction tolerances and tooled masonry joints.

    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 (1143mm), the horizontal members shall be located on the swimming pool side of the fence. Spacing between vertical members shall not exceed 1.75 inches (44mm) in width. Where there are decorative cutouts within vertical members, spacing within the cutouts shall not exceed 1.75 inches (44 mm) in width.

    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 1.75 inches (44 mm) in width.

    6. Maximum mesh size for chain link fences shall be a 2.25-inch (57 mm) square unless the fence is provided with slats fastened at the top or the bottom which reduce the openings to not more than 1.75 inches (44 mm).

    7. Where the barrier is composed of diagonal members, such as a lattice fence, the maximum opening formed by the diagonal members shall not be more than 1.75 inches (44 mm).

    8. Access gates shall comply with the requirements of Section AQ105.2, Items 1 through 7, and shall be equipped to accommodate a locking device. Pedestrian access gates shall open outward away from the pool and shall be self-closing and have a self-latching device. Gates other than pedestrian access gates shall have a self-latching device. Where the release mechanism of the self-latching device is located less than 54 inches (1372 mm) from the bottom of the gate, the release mechanism and openings shall comply with the following:

    8.1. The release mechanism shall be located on the pool side of the gate at least 3 inches (76 mm) below the top of the gate, and

    8.2. The gate and barrier shall have not opening greater than 0.5 inch (13 mm) within 18 inches (457 mm) of the release mechanism.

    9. Where a wall of a dwelling serves a part of the barrier one of the following conditions shall be met:

    9.1. The pool shall be equipped with a powered safety cover in compliance with ASTM F1346; or

    9.2. Doors with direct access to the pool through that wall shall be equipped with an alarm which produces an audible warning when the door and/or its screen, if present, are opened. The alarm shall be listed and labeled in accordance with UL 2017. The deactivation switch (es) shall be located at least 54 inches (1372 mm) above the threshold of the door; or

    9.3. Other means of protection, such as self-closing doors with self-latching devices, which are approved by the governing body, shall be acceptable as long as the degree of protection afforded is not less than the protection afforded by Item 9.1 or 9.2 described above.

    10. Where an above-ground 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, then:

    10.1. The ladder or steps shall be capable of being secured, locked or removed to prevent access, or

    10.2. The ladder or steps shall be surrounded by a barrier which meets the requirements of Section AQ105.2, Items 1 through 9. 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.

    AQ105.3 Indoor swimming pool.
    Walls surrounding an indoor swimming pool shall comply with Section AQ105.2, Item 9.

    AQ105.4 Prohibited locations.
    Barriers shall be located so as to prohibit permanent structures, equipment or similar objects from being used to climb them.

    AQ105.5 Barrier exceptions. Spas or hot tubs with a safety cover which complies with ASTM F 1346, as listed in Section AQ107, shall be exempt from the provisions of this appendix.

    SECTION AQ106 ENTRAPMENT PROTECTION FOR SWIMMING POOL AND SPA SUCTION OUTLETS

    AQ106.1 General. Suction outlets shall be designed and installed in accordance with ANSI/APSP-7.

    SECTION AQ107 ABBREVIATIONS

    AQ107.1 General.

    ANSI—American National Standards Institute
    11 West 42nd Street
    New York, NY 10036

    APSP—Association of Pool and Spa Professionals
    NSPI—National Spa and Pool Institute
    2111 Eisenhower Avenue
    Alexandria, VA 22314

    ASCE—American Society of Civil Engineers
    1801 Alexander Bell Drive
    Reston, VA 98411-0700

    ASTM—ASTM International
    100 Barr Harbor Drive West
    Conshohocken, PA 19428

    UL—Underwriters Laboratories, Inc.
    333 Pfingsten Road
    Northbrook, IL 60062-2096

    SECTION AQ108 REFERENCED STANDARDS

    AQ108.1 General.

    ANSI/NSP
    ANSI/NSPI- 3—99 Standard for Permanently Installed Residential Spas AQ104.1

    ANSI/NSPI- 4—99 Standard for Above-ground/On-ground Residential Swimming Pools - AQ103.2

    ANSI/NSPI- 5—03 Standard for Residential In-ground Swimming Pools - AQ103.1

    ANSI/NSPI- 6—99 Standard for Residential Portable Spas AQ104.2

    ANSI/APSP

    ANSI/APSP- 7—06 Standard for Suction Entrapment Avoidance in Swimming Pools, Wading Pools, Spas, Hot Tubs and Catch Basins - AQ106.1

    ASCE ASCE/SEI-24— 05 Flood-resistant Design and Construction - AQ103.3

    ASTM

    ASTM F 1346—91 (2003) Performance Specification for Safety Covers and Labeling Requirements for All Covers for Swimming Pools Spas and Hot Tubs - AQ105.2, AQ105.5

    UL

    UL 2017— 2000 Standard for General-purpose Signaling Devices and Systems—with revisions through June 2004 - AQ105.2

    (54)

    All new swimming pools shall be constructed in accordance with the Virginia Graeme Baker Pool and Spa Act of 2007 or most recent State of Texas law.

(Ord. No. 1401-12-2016, § 4, 12-20-16)