§ 5-47. Same—Deletions and amendments.  


Latest version.
  • The following sections, paragraphs, and sentences of the International Residential Code, 2015 Edition and appendices are hereby amended as follows:

    The residential code adopted in this article is hereby amended and changed in the following respects:

    (1)

    Section R101.1, insert jurisdiction name as follows:

    R1.1.1 Title. These provisions shall be known as the Residential Code for One- and Two-Family Dwellings of the City of Hurst, and shall be cited as such and will be referred to herein as "this code."

    (2)

    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.

    (3)

    Section R103 and 103.1 amend to insert the Department Name.

    SECTION R103
    BUILDING INSPECTIONS DEPARTMENT

    R103.1 Creation of a code enforcement agency. The City of Hurst Building Inspections Department is hereby created and the official in charge thereof shall be known as the Building Official.

    (4)

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

    (5)

    Section R105.2, items #1, 2 & 3; change as follows:

    1. One-story detached accessory structures, provided the floor area does not exceed 120 square feet (11.15 m ) or 11 feet in height or on a permanent foundation.

    2. Fences not over 36 inches (914mm) high.

    3. Retaining walls that are not over 1 foot (304 mm) in height...{remainder unchanged.}...

    (6)

    Section R105.3.1.1 & R106.1.4; delete these sections.

    (7)

    Section R108 Fees; add a sentence to R108.2 and R108.6 as follows:

    R108.2 Schedule of permit fees. {bulk of sentence unchanged} ... The fees for all such work shall be set by the City Manager and reviewed by City Council from time to time.

    R108.6 Work commencing before permit issuance . {bulk of sentence unchanged} ... a fee established by the applicable governing authority that shall be in addition to the required permit fees and may also be subject to municipal court action.

    (8)

    Section R109.1.3; change to read as follows:

    R109.1.3 Floodplain inspections. For construction permitted in areas prone to flooding as established by Table R301.2(1), upon . . . {bulk of section unchanged} . . . construction, documentation, prepared and sealed by a registered design professional, of the elevation of the lowest floor, including basement, required in Section R322, shall be submitted upon request by the building official.

    (9)

    Section R110 (R110.1 through R110.5); delete the section.

    (10)

    Amend Section 113.3 to read as follows:

    113.3 Prosecution of violation: The building official of the City of Hurst is authorized to request the legal counsel of the City of Hurst to institute the appropriate proceeding at law or in equity to restrain, correct or abate such violation, or to require the removal or termination of the unlawful occupancy of the building or structure in violation of the provisions of this code or of the order or direction made pursuant thereto. It shall not be required to provide notice as set forth in section 113.2 prior to instituting the appropriate proceedings, and providing notice shall not be considered an element of the offense or a requirement before prosecution or other legal proceeding.

    (11)

    Section R202; change by adding or changing the following definitions:

    CODE OFFICIAL. The officer or other designated authority charged with the administration and enforcement of this code, or a duly authorized representative.

    TOWNHOUSE. A single-family dwelling unit constructed in a group of three or more attached units separated by property lines in which each unit extends from foundation to roof and with a yard or public way on at least two sides.

    (12)

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

    GROUND SNOW LOAD WIND SPEED d (mph) SEISMIC DESIGN CATEGORY h
    5 lb/ft 115 (3-sec-gust)/76 fastest mile A

     

    SUBJECT TO DAMAGE FROM
    Weathering a Frost line depth b Termite c
    moderate 6" very heavy

     

    WINTER DESIGN TEMP e ICE SHIELD UNDER-LAYMENT REQUIRED h FLOOD HAZARDS g AIR FREEZING INDEX i MEAN ANNUAL TEMP j
    22°F No local code 150 64.9°F

     

    (13)

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

    Exceptions:

    {1-5 Unchanged}

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

    (14)

    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.

    (15)

    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 1⅜ inches (35 mm) in thickness, solid or honeycomb core steel doors not less than 1⅜ inches (35 mm) thick, or 20-minute fire-rated doors.

    (16)

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

    Exception: {existing text unchanged} Exhaust air from the space shall be exhausted 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.

    (17)

    Section R311.9; add to read as follows:

    R311.9 Under stair protection. Enclosed accessible space under stairs shall have walls, under stair surface and any soffits protected on the enclosed side with 5/8-inch (15.8 mm) fire-rated gypsum board or one-hour fire-resistive construction.

    (18)

    Section R313 Automatic Fire Sprinkler Systems. Delete R313.1 and 313.2 in their entirety and replace with R313 as shown below, said requirement to remain in Hurst Code of Ordinances as it has been:

    One- and two-family dwellings with 10,000 square feet (3,048,000 mm) or more shall be equipped with automatic fire sprinklers. This requirement applied to initial construction and renovations to one- and two-family dwellings.

    (19)

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

    Exceptions:

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

    (20)

    Section R322 Flood Resistant Construction . Delete Section.

    (21)

    Section R401.2, amended 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.

    (22)

    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) nails 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}

    (23)

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

    5-47.png

    (24)

    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

    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.

    (25)

    Section R902.1; Amend and add exception #5 to read as follows:

    R902.1 Roofing covering materials. Roofs shall be covered with materials as set forth in Sections R904 and R905. Class A, B, or C roofing shall be installed. {remainder unchanged}

    Exceptions:

    1. {text unchanged}

    2. {text unchanged}

    3. {text unchanged}

    4. {text unchanged}

    5. Non-classified roof coverings shall be permitted on one-story detached accessory structures used as tool and storage sheds, playhouses and similar uses, provided the floor area does not exceed 200 square feet or as approved by the code official.

    (26)

    Chapter 11 [RE]—Energy Efficiency is deleted in its entirety and replaced 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 2015 International Energy Conservation Code.

    (27)

    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}

    (28)

    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 a sanitary sewer through a trap, by means of a direct or indirect drain. {remaining text unchanged}

    (29)

    Section M1411.3.1, Items 3 and 4; add text 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.

    (30)

    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.

    (31)

    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 makeup air at a rate approximately equal to the difference between the exhaust air rate and 600 cubic feet per minute.

    (32)

    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.

    (33)

    Section G2408.3 (305.5); delete.

    (34)

    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"

    (35)

    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).

    (36)

    Section G2415.12 (404.12); change 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.

    (37)

    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.

    (38)

    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.

    (39)

    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.

    (40)

    Section G2417.4.2; change 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.

    (41)

    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.

    (42)

    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.

    (43)

    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.

    (44)

    Section G2422.1.2.3 (411.1.3.3); delete Exception 1 and Exception 4.

    (45)

    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 Section 108.7 of the International Fuel Gas Code.

    (46)

    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.

    (47)

    Section P2801.6.1; change to read as follows:

    Section P2801.6.1 Pan size and drain. The pan shall be not less than 1 ½ 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 manufacture's installation instructions and installed with those instructions.

    (48)

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

    Exceptions:

    1. Elevation of the ignition source {remainder of sentence unchanged}.

    2. Electric Water Heater.

    (49)

    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.

    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 manufacture's installation instructions and installed with those instructions.

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

    [remainder unchanged]

    (50)

    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.

    (51)

    Section P3003.9; Subsection P3003.9.2 change to read as follows:

    P3003.9.2 Solvent cementing. Joint surfaces shall be clean and free from moisture. A purple primer that conforms to ASTM F 656 shall be applied. Solvent cement not purple in color and conforming to ASTM D 2564, CSA B137.3, CSA B181.2 or CSA B182.1 shall be applied to all joint surfaces. The joint shall be made while the cement is wet and shall be in accordance with ASTM D 2855. Solvent cement joints shall be permitted above or below ground.

    (52)

    Section P3111; delete.

    (53)

    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.

    (54)

    Chapters 34 through 43; delete. Replace with the electrical code as adopted.

(Ord. No. 2347, § 3, 12-13-16)