Item 6C Ord 1210 2018 IRC1
2018 International Residential Code
ORDINANCE NO. 1210
AN ORDINANCE ADOPTING THE INTERNATIONAL RESIDENTIAL CODE, 2018
EDITION FOR ONE- AND TWO-FAMILY DWELLINGS, REGULATING THE
ERECTION, CONSTRUCTION, ENLARGEMENT, ALTERATION, REPAIR, MOVING,
REMOVAL, DEMOLITION, CONVERSION, OCCUPANCY, EQUIPMENT, USE,
HEIGHT, AREA AND MAINTENANCE OF ALL ONE- AND TWO-FAMILY
DWELLINGS AND MULTIPLE SINGLE-FAMILY DWELLINGS (TOWNHOUSES), IN
THE CITY OF SOUTHLAKE; PROVIDING FOR THE ADOPTION OF LOCAL
AMENDMENTS THERETO; PROVIDING FOR RECORDING OF SUCH CODE AS A
PUBLIC RECORD; PROVIDING THAT THIS ORDINANCE SHALL BE CUMULATIVE
OF ALL ORDINANCES; PROVIDING FOR A PENALTY FOR VIOLATIONS HEREOF;
PROVIDING A SEVERABILITY CLAUSE; PROVIDING A SAVINGS CLAUSE;
PROVIDING FOR PUBLICATION IN PAMPHLET FORM; PROVIDING FOR
PUBLICATION IN THE OFFICIAL NEWSPAPER; AND PROVIDING AN EFFECTIVE
DATE.
WHEREAS, the City of Southlake is a home rule city acting under its charter
adopted by the electorate pursuant to Article XI, Section 5 of the Texas Constitution and
Chapter 9 of the Local Government Code; and
WHEREAS, the City Council of the City of Southlake deems it necessary to
adopt this ordinance providing minimum standards to safeguard the health, property,
and welfare of the citizens of Southlake by regulating and controlling the use,
occupancy, maintenance, repair, design, construction and quality of materials for
residential buildings and structures within the City.
WHEREAS, beginning in the spring of 2018, NCTCOG’s Regional Codes
Coordinating Committee (RCCC) and its five advisory boards conducted open review
meetings over a one-year period to review the 2018 editions of the International Codes
and to develop regional amendments. Their review and recommendations were
completed and endorsed by NCTCOG’s Executive Board on September 27, 2018. Now
NCTCOG encourages jurisdictions in North Central Texas to adopt the 2018
International Building Code along with its respective regional amendments.
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NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF
SOUTHLAKE, TEXAS:
Section 1
Adoption
That the International Residential Code for One - and Two-Family Dwellings,
2018 Edition, published by the International Code Council, including the standards
referenced therein, including Appendices A, B, C, E, G and H are hereby adopted as
the Residential Building Code of the City of Southlake regulating the erection,
construction, enlargement, alteration, repair, moving, removal, demolition, conversion,
occupancy, equipment, use, height, area and maintenance of all one - and two-family
dwellings, multiple single-family dwellings (townhouses) and their accessory structures
in the City of Southlake. A True and correct copy of this document is referenced in
Exhibit "A."
Section 2
Amendments
That the 2018 International Residential Code, as adopted herein, is hereby
amended as provided in Exhibit "B" incorporat ed herein and attached hereto for all
purposes of this ordinance. The City of Southlake, Texas may from time to time
determine that additional local modifications to the Building Code are necessary and
appropriate to meet the unique needs of the City of So uthlake, Texas. To effectuate
these local modifications, the City Council shall enact individual ordinances amending
this Ordinance, fully setting forth the change to be made in the Residential Building
Code. Upon adoption, copies of these amendments shall be attached as Exhibit "B" to
this Ordinance.
Section 3
Recording
The material contained in Exhibits “A” and “B” to this ordinance shall not be
included in the formal municipal codification of ordinances, but shall be main tained as a
public record in the office of the City Secretary and/or the office of Building Inspections
and will be available for public inspection and copying during regular business hours.
Section 4
Cumulative Clause
This ordinance shall be cumulative of all provisions of ordinances of the City of
Southlake, Texas, except where the provisions of this ordinance are in direct conflict
with the provisions of such ordinances, in which event the conflicting provisions of such
ordinances are hereby repealed. This ordinance shall not amend or replace Appendix
chapter P of the 2006 edition of the International Residential Code for One - and Two-
Family Dwellings as adopted in ordinance 937.
Section 5
Penalty
Any person, firm or corporation who violates, disobeys, omits. neglects or refuses
to comply with or who resists the enforcement of any of the provisions of this ordinance
shall be fined not more than Two Thousand Dollars ($ 2,000.00) for all violations
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involving zoning, fire safety or public health and sanitation, including dumping or refuse,
and shall be fined not more than five hundred dollars ($500) for all other violations of
this ordinance each day that a violation is permitted to exist shall constitute a separate
offense.
Section 6
Severability
It is hereby declared to be the intention of the City Council that the phrases,
clauses, sentences, paragraphs, and sections of this ordinance are, severable, and if
any phrase, clause sentence, paragraph or section of this ordinance shall be declared
unconstitutional by the valid judgment or decree of any court of competent jurisdiction,
such unconstitutionality shall not affect any of the remaining phrases, clauses,
sentences, paragraphs and sections of this ordinance, since the same would have been
enacted by the City Council without the incorporation in this ordinance of any such
unconstitutional phrase, clause, sentence, paragraph or section.
Section 7
Saving Clause
All rights and remedies of the City of Southlake are expressly saved as to any
and all violations of the provisions of any ordinances affecting the regulat ion and control
of the use, occupancy, maintenance, repair, design, construction and quality of
materials for buildings and structures within the City which have accrued at the time of
the effective date of this ordinance; and, as to such accrued violation s and all pending
litigation, both civil and criminal, whether pending in court or not, under such
ordinances, same shall not be affected by this ordinance but may be prosecuted until
final disposition by the courts.
Section 8
Publication
The City Secretary of the City of Southlake is hereby authorized to publish this
ordinance in book or pamphlet form for general distribution among the public, and the
operative provisions of this ordinance as so published shall be admissible in evidence in
all courts without further proof than the production thereof.
The City Secretary of the City of Southlake is hereby directed to publish in the
official newspaper of the City of Southlake, the caption, penalty clause, publication
clause and effective date of this ordinance one time within ten days after passage of this
ordinance, as required by Section 3.13 of the Charter of the City of Southlake.
Section 10
Effective Date
This ordinance shall be in full force and effect from and after its passage and publication
as required by law but not before May 1, 2019.
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APPROVED ON FIRST READING THIS DAY OF , 2019.
MAYOR
ATTEST:
CITY SECRETARY
APPROVED ON SECOND READING THIS DAY OF , 2019.
MAYOR
ATTEST:
CITY SECRETARY
APPROVED AS TO FORM AND LEGALITY:
_____________________________________
CITY ATTORNEY
PUBLISHED:
EFFECTIVE:
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EXHIBIT A
2018 International Residential Code Complete Edition
Located in the Building Inspections Office
1400 Main St., Suite 250
City of Southlake, Texas
76092
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EXHIBIT B
Amendments to the 2018 International Residential Code
The following sections, paragraphs, and sentences of the 2018 International Residential Code
are hereby amended as follows: Standard type is text from the IRC. Underlined type is text
inserted. Lined through type is deleted text from IRC. A double asterisk (**) at the beginning of a
section identifies an amendment carried over from the 2015 edition of the code and a triple
asterisk (***) identifies a new or revised amendment with the 2018 code.
In 2009, the State Legislature enacted SB 1410 prohibiting cities from enacting fire sprinkler
mandates in residential dwellings. However, jurisdictions with ordinances that required
sprinklers for residential dwellings prior to and enforced before January 1, 2009, may remain in
place. Reference; Section R313 Automatic Fire Sprinkler Systems.
The energy provisions in IRC Chapter 11 is deleted in its entirety.
Reference the 2018 IECC for energy code provisions and recommended amendments.
**Section R102.4; amend to read as follows:
102.4 Referenced codes and standards. The codes and standards referenced in this code shall be
those that are listed in Chapter 15 and such codes, when specifically adopted, and standards shall be
considered as part of the requirements of this code … {Remainder Text unchanged}
102.4.3 Local amendments. Whenever amendments have been adopted to the referenced codes and
standards, each reference to said code and standard shall be considered to reference the adopted
amendments. Any reference to NFPA 70 or the National Electrical Code (NEC) shall mean the Electrical
Code as adopted.
(Reason: Legal wording to recognize locally adopted codes and amendments adopted with referenc ed
codes.)
**Section R103; amend to read as follows:
DEPARTMENT OF BUILDING SAFETY City of Southlake Building Inspections Department
103.1 Creation of an enforcement agency. The Department of Building Safety, City of Southlake
Building Inspections Department, is hereby created and the official in charge thereof shall be known as
the Building Official.
(Reason: To correlate the department name with what it is actually called in this city.)
**Section R104.10.1 Flood Hazard areas; delete this section.
(Reason: Flood hazard ordinances may be administered by other departments within the city.)
**Section R105.1: amend to read as follows:
Permits Required. Any owner or owner’s authorized agent who intends to construct, enlarge, alter,
repair, move, demolish, or change the occupancy of a building or structure, to excavate or change the
grade of any property, or to erect, install, enlarge, alter, repair, remove, convert or replace any electrical,
gas, mechanical or plumbing system, the installation of which is regulated by this code, or to cause any
such work to be performed, shall first make application to the building official and obtain the required
permit.
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(Reason: Consistent with previous edition amendment, to provide means to regulate grading affecting
other properties.)
** Section R105.2; Work exempt from permit. Amend to read as follows:
Building:
1. One-story detached accessory structures used as tool and storage sheds, playhouses and similar
uses, provided the floor area does not exceed 200 120 square feet (11.15 m2).
2. Fences not over 7 feet nominal (1829 mm) high except masonry fences or support columns.
3. – 9. (No change)
10. Decks not exceeding 200 square feet (18.58 m 2) in area, that are not more than 30 inches (762
mm) above grade at any point, are not attached to a dwelling and do not serve the exit door
required by Section R311.4.
11. Residential foundation repairs performed for the purpose of stabilizing an existing foundation
without the removal of any existing concrete, except for the installation of new piers, pilings, or
other associated support.
Grading:
1) Grading in an isolated, self-contained area, provided there is no danger to the public, and that
such grading will not adversely affect adjoining properties.
2) Excavation for construction of a structure permitted under this code.
3) Cemetery graves.
4) Refuse disposal sites controlled by other regulations.
5) Excavations for wells, or trenches for utilities.
6) Mining, quarrying, excavating, processing or stockpiling rock, sand, gravel, aggregate or clay
controlled by other regulations, provided such operations do not affect the lateral support of, or
significantly increase stresses in soil on adjacent properties.
7) Exploratory excavations performed under the direction of a registered professional engineer.
Exemption from the permit requirements of this section shall not be deemed to grant authorization for
any work to be done in any manner in violation of the provisions of this code or an y other laws or
ordinances of this jurisdiction.
(Reason: No inspections or other services are provided for this type of permit .)
**Section R105.3.1.1& R106.1.4; delete these sections.
(Reason: Floodplain provisions are addressed locally.)
**Section R108; amend R108.6 and add R108.6.1 and R108.6.2 to read as follows:
R108.6 Work commencing before permit issuance. Any person who commences work requiring a
permit on a building, structure, electrical, gas, mechanical or plumbing system before obtaining the
necessary permits shall be subject to a fee established by the applicable governing authority below that
and shall be in addition to the required permit fees.
R108.6.1 Investigation. Whenever work for which a permit is required by this code has been
commenced without first obtaining a permit, a special investigation shall be made before a permit may be
issued for such work.
R108.6.2 Fee. An investigation fee, in addition to the permit fee, shall be collected whether or not a permit
is subsequently issued. The investigation fee shall be equal to the amount of the work completed up to
the total permit fee as required by this code or the city fee schedule as applicable. The payment of such
investigation fee shall not exempt the applicant from compliance wit h all other provisions of either this
code or the technical codes nor from penalty prescribed by law.
(Reason: This fee is not a fine or penalty but is designed to compensate for time and to remove incentive
to attempt to evade permits and code compliance. Text taken from former Uniform Administrative Code.)
**Section R108; add R108.7 and R108.8 to read as follows:
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R108.7 Unauthorized cover up fee. Any work concealed without first obtaining the required inspection in
violation of Section 109 shall be assessed a fee as established by the city fee schedule.
R108.8 Re-inspection Fee. A fee as established by city council resolution may be charged when:
1. Work called for inspection is incomplete;
2. Building address and/or permit card is not clearly posted;
3. City approved plans are not on the job site available to the inspector;
4. The building is locked or work otherwise not available for inspection when called;
5. Items noted for correction on initial inspection and not corrected upon re-inspection.
6. The original red tag has been removed from the job site and/or,
7. Violations exist on the property including failure to maintain erosion control, trash control or tree
protection.
Any re-inspection fees assessed shall be paid before any more inspections are made on that job site.
(Reason: These fees are not a fine or penalty but are designed to compensate for additional time
necessary to obtain and verify code compliance. Language taken from former Uniform Administrative
Code.)
**Section R109.1.3; amend to read as follows:
R109.1.3 Floodplain inspections. For construction permitted in areas prone to flooding as established
by Ordinance 641 Table R301.2(1), upon . . . {bulk of section unchanged} . . . construction, the building
official may shall require submission . . . {remainder of section unchanged}.
(Reason: Confirmation of elevation is left to local discretion.)
**Section R110 (R110.1 through R110.5); Certificate of Occupancy. Delete the section.
(Reason: Issuing CO's for residences is not a common practice in the area.)
**Section R202; amend definition of "Townhouse" to read as follows:
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 a nd with a yard or public
way on not less than two sides.
(Reason: To distinguish Townhouses on separate lots.)
**Table R301.2 (1); fill in as follows:
(Reason: To promote regional uniformity.)
**Section R302.1; Exterior walls. Add exception #6 to read as follows:
Exceptions: {previous exceptions unchanged}
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6. Open non-combustible carport structures may be constructed when also approved within
adopted ordinances.
(Reason: Refers to other ordinances, such as zoning ordinances.)
**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.
(Reason: Provide guidance for a common construction method in this area. Correlates with amendment
to IRC Section R202 Townhouse definition.)
**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 equipped with a self-closing
device.
(Reason: Absence of data linking self-closing devices to increased safety. Self-closing devices often fail
to close the door entirely.)
**Section R303.3, Exception: Amend to read as follows:
Exception: {existing text unchanged} Spaces containing only a water closet, a lavatory, or
combination thereof may be ventilated with an approved mechanical recirculating fan or similar device
designed to remove odors from the air.
(Reason: Consistent with common local practice as recirculating fans are recognized as acceptable air
movement.)
**Section R313 Automatic Fire Sprinkler Systems. Amend to read as follows:
See Appendix P as adopted with Ordinance 937.
AP101 Fire sprinklers. An approved automatic fire sprinkler system shall be installed in new one - and
two-family dwellings and townhouses in accordance with Section 903.3.1 of the International Building
Code.
EXCEPTION: Dwellings containing less than 6000 square feet enclosed space. For upper level
attic type rooms, areas where the ceiling height is less than five feet (5’ 0”) shall not be
considered. Unfinished space framed to permit future expansion of floor area shall be considered
as part of the area. Joists designed to supp ort floor loads shall be assumed to be for future area.
(Living area plus garages and any other enclosed spaces but not open porches or patios).
AP101.1 Existing dwellings. An approved automatic fire sprinkler system shall be installed in existing
dwellings in accordance with Section 903.3.1 of the International Building Code when the existing
dwelling plus the proposed addition exceeds 6000 square feet enclosed space (living area plus garages
and any other enclosed spaces but not open porches or patios ).
Exception: Existing unfinished space under roof (e.g. bonus space in attic) may be converted to
living area unless the existing dwelling is already sprinklered, then the protection shall be
extended to include the new area.
(Reason: In 2009, the State Legislature enacted SB 1410, amending section 1301.551 subsection I of the
occupation code, prohibiting cities from enacting fire sprinkler mandates in residential dwellings only.
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However, jurisdictions with ordinances that required sprinklers for residential dwellings prior to and
enforced before January 1, 2009, may remain in place.)
**Section R315.2.2 Alterations, repairs and additions. Amend to read as follows:
Exception:
1. [existing text remains]
2. Installation, alteration or repairs of all electrically powered mechanical systems or plumbing
appliances.
(Reason: Code intent is to protect against the products of combustion.)
**Section R319.1; amend to read as follows:
R321.1 Address identification. Buildings shall be provided with approved address identification. See
Ordinance # 441 for specific addressing requirements. {Delete remainder of section.}
(Reason: Call attention to addressing ordinance.)
**Section R322 Flood Resistant Construction; deleted section.
(Reason: Floodplain hazard ordinances are administered by other departments within the city.)
**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.
(Amendment to 2015 IRC carried forward to 2018 IRC.)
**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 1 ½
inches (38) mm 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 in ches (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}
(Reason: reflects regional practice and to comply with P2603.2.1. Also provides additional assurance of
maintain the integrity of the framing by spreading the nailing pattern.)
**Figure R602.6.1; delete the figure and insert the following figure:
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(Amendment to 2015 IRC carried forward to 2018 IRC also provides additional assurance of maintaining
the integrity of the framing by spreading the nailing pattern.)
**Section R703.8.4.1.2; Veneer Ties for Wall Studs. add 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.
(This amendment had been a carry over amendment for years to provide clear instruction for placement
of brick ties. It is now retained with changes to reflect its correct placement and use for clarity when
attachment to framing lumber (studs). It should remain for those purposes. It is in addition to the new
Table in 2018 which provides for brick ties directly to sheathing.)
**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 in jurisdictions designated by law as requiring their
use or when the edge of the roof is less than 3 feet from a lot line. {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 (area defined by jurisdiction).
(Reason: to address accessory structures Group U exempt from permits per Section R105.2)
** Chapter 11 [RE] – Energy Efficiency is deleted in its entirety; Reference the 2018 IECC for
energy code provisions and recommended amendments.
(Reason: The recommended energy code changes from the Energy and Green Advisory Board update
the amendments for Chapter 11. The 2018 International Energy Conservation Code should be
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referenced for residential energy provisions. This aproach simply minimizes the number of amendments
to the IRC.)
**Section M1305.1.2; amend 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 not less than 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.
4. Access Panel may be used in lieu of items 1, 2, and 3 with prior approval of the code official due
to building conditions.
(Reason: To provide a safe means of accessibility to appliances in attics and to allow for different types
of construction limitations. Consistent with regional amendment to IPC 502.3, IFGC 306.3 and IMC
306.3.)
***Section M1411.3; amend to read as follows:
M1411.3 Condensate disposal. Condensate from cooling coils and 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. {remaining text unchanged}
(Reason: Reflects regional practice and to reduce excessive runoff into storm drains.)
***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.
(Reason: Reflects standard practice in this area.)
***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.
(Reason: Reflects standard practice in this area.)
***M1503.6 Makeup Air Required. Amend and add exception as follows:
M1503.6 Makeup air required. Where one or more gas, liquid or solid fuel-burning appliance that is
neither direct-vent nor uses a mechanical draft venting system is located wit hin a dwelling unit’s air
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barrier, each exhaust system capable of exhausting in excess of 400 cubic feet per minute (0.19 m 3/s)
shall be mechanically or passively provided with makeup air at a rate approximately equal to the
difference between exhaust air rate and 400 cubic feet per minute. Such makeup air systems shall be
equipped with not fewer than one damper complying with Section M1503.6.2.
Exception: Makeup air is not required for exhaust systems installed for the exclusive purpose of space
cooling and intended to be operated only when windows or other air inlets are open . 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 to the difference between the exhaust air rate and 600
cubic feet per minute.
(Reason: Exception requires makeup air equaling the amount above and beyond 400 cfm for larger fan
which will address concerns related to “fresh” air from the outdoors in hot humid climates creating a
burden on HVAC equipment and negative efficiency impacts from back-drafting and wasted energy.
Consistent with IMC 505.4)
**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.
(Reason: Corresponds with the provisions of IFGC Section 303.3, exception #5.)
**Section G2408.3; Private Garages; delete section in its entirety.
(Reason: This provision does not reflect standard practice in this area. Corresponds with IFGC 305.5)
**Section G2415.2.1 CSST; add a subsection to read as follows:
G2415.2.1 Gas Pressure labeling. 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"
(Reason: To protect homeowners and plumbers. Corresponds with IFGC 404.2.1)
**Section G2415.12 and G2415.12.1; change to read as follows:
G2415.12 (404.12) Minimum burial depth. Underground piping systems shall be installed a minimum
depth of 12 inches (305 mm) 18 inches (457 mm) below grade, except as provided for in Section
G2415.12.1.
G2415.12.1 (404.12.1) Individual Outdoor Appliances; Delete in its entirety
(Reason: To provide increased protection to piping systems. Corresponds with IFGC 404.12)
**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
visually inspected and pressure tested to determine that the materials, design, fabrication, and installatio n
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
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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 determ ining that
the work will withstand the test pressure prescribed in the following tests.
(Reason: To utilize language used in the IFGC 406.1 regarding who is responsible for testing
procedures.)
**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. Mechanical gauges used to measure test pressures shall have a range such
that the highest end of the scale is not greater than five times the test pressure.
(Reason: To require the use of more accurate diaphragm gauges. Spring gauges do not provide
accurate measurement below approximately 17 psig. Corresponds to IFGC 406.4)
**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 1 ½ times the
proposed maximum working pressure, but 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. irrespective of design pressure. Where the test
pressure exceeds 125 psig (862 kPa gauge), the test pressure shall not exceed a value that produces a
hoop stress in the piping greater than 50 percent of the specified mini mum yield strength of the pipe. 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
(Reason: To provide for lesser pressures to coordinate with the use of more accurate diaphragm gauges.
Corresponds to IFGC 406.4.1)
**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 be not less than 10 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.
(Reason: To comply with accepted regional practices. Corresponds with IFGC 406.4.2)
**Section G2420.1; add Section G2420.1.4 to read as follows:
G2420.1.4 (109.1.4) 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
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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.
(Reason: To provide proper security to CSST valves. These standards were established in this region in
1999 when CSST was an emerging technology. Corresponds with IFGC 409.1.4)
**Section G2420.5.1; 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.
(Reason: Reflects regional practice and provides an additional measure of safety. Corresponds with IFGC
409.5.1)
**Section G2421.1; 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.
(Reason: To require adequate access to regulators. Corresponds with IFGC 410.1)
**Section G2422.1.2.3 (411.1.3.3); Prohibited locations and penetrations. Delete Exception 1 and
Exception 4.
(Reason: To comply with accepted regional practices. Corresponds with IFGC 411.1.3.3)
**Section G2445.2; 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.
(Reason: Gives code official discretion. Corresponds with IFGC 621.2)
**Section G2448.1.1; add to read as follows:
G2448.1.1 (624.1.1) Installation requirements. The requirements for water heaters relative to
sizing…{bulk of paragraph unchanged}…with this code. The requirements for water heaters relative to
access, sizing, relief valves, drain pans and scald protection shall be in accordance with this code.
(Reason: To clarify installation requirements. Also corresponds with amendments regarding water heater
access. Corresponds to IFGC 624.1.1)
***Section P2603; change to read as follows:
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 cinder walls and floors
or other masonry. Metallic piping shall not be placed in direct contact with corrosive soil. Where sheathing
is used to prevent direct contact, the sheathing shall have a thickness of not less than 0.008 inch (8 mil)
(0.203 mm) and the sheathing shall be made of approved material plastic. Where sheathing protects
16
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.
(Reason: Allows for other materials to be accepted. Corresponds with IPC 305.1)
***Section P2603.5.1 Sewer Depth; change to read as follows:
P2603.5.1 Sewer depth. Building sewers that connect to private sewage disposal systems shall be a
minimum of [number] inches (mm) below finished grad e at the point of septic tank connection. Building
sewers shall be a minimum of 12 inches (304 mm) below grade.
(Reason: Provides sewer depth that is common in this region. Deleted reference to private sewage
disposal because a private sewage disposal code is not typically adopted in this region. Corresponds with
IPC 305.4.4)
***Section P2604; add to read as follows:
P2604.3.1 Plastic sewer and DWV piping installation. Plastic sewer and DWV piping installed
underground shall be installed in accordance with the manufacturer’s installation instructions. Trench
width shall be controlled to not exceed the outside the pipe diameter plus 16 inches or in a trench which
has a controlled width equal to the nominal diameter of the piping multiplied by 1.25 plus 12 inches. The
piping shall be bedded in 4 inches of granular fill and then backfilled compacting the side fill in 6 -inch
layers on each side of the piping. The compaction shall be to minimum of 85 percent standard proctor
density and extend to a minimum of 6 inches above the top of the pipe.
(Reason: To follow manufacturer backfill requirements and to be clear to Inspectors out in the field.)
*** Section P2801.6.1; change to read as follows:
P2801.6 Required pan.
Where a storage tank-type water heater or a hot water storage tank is installed in a location where water
leakage from the tank will cause damage, the tank shall be installed in a pan constructed of one of the
following:
1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness.
2. Plastic not less than 0.036 inch (0.9 mm) in thickness.
3. Other approved materials.
A plastic pan shall not be installed beneath a gas-fired water heater. beneath a gas-fired water heater
shall be constructed of material having a flame spread index of 25 or less and a smoke-developed index
of 450 or less when tested in accordance with ASTM E84 or UL 723.
(Reason: Plastic burns degrading material over time on gas fired water heaters and to maintaining
protection level. Corresponds to IPC 504.7 unamended)
**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 fr om the tank or water heater.
The pan shall be drained by an indirect waste pipe having a diameter of not less than ¾ inch (19 mm).
Piping for safety pan drains shall be of those materials listed in Table P2906.5. 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. {existing text
unchanged}
(Reason: Regionally accepted practice. Corresponds with IFGC 504.7.1)
** Section P2804.6.1; change to read as follows:
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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 located in the same room as the water heater.
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 c onnect 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 manufactures installation
instructions and installed with those instructions.
5. Discharge to the floor, to the pan serving the water heater or storage tank, to a waste receptor an
approved location or to the outdoors.
{remainder unchanged}
(Reason: To ensure the T&P is ran to the exterior. Corresponds with IPC 504.6)
**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 prevention assembly. {remainder
unchanged}
(Reason: To recognize regional practices. Corresponds with IPC 608.17.5)
***Section P3003.9.2; delete exceptions 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
Exception: A primer is not required where all of the following conditions apply:
1. The solvent cement used is third-party certified as conforming to ASTM D 2564
2. The solvent cement is used only for joining PVC drain, waste, and vent pipe and
fittings in not pressure applications in sizes up to and including 4 inches (102mm) in
diameter.
(Reasoning: to keep the process of joining PVC pipe. Corresponds to IPC 705.10.2)
**Section P3111; Combined waste and vent system. Delete section.
(Reason: A combination waste and vent system is not approved for use in residential construction.)
**Section P3112.2; delete and replace to read as follows:
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
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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 dr ain 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.
(Reason: To clarify the installation of island venting and to provide a regional guideline on a standard
installation method for this region. Corresponds with IPC 916.2)
END