1148 2015 International Residential Code
ORDINANCE NO. 1148
AN ORDINANCE ADOPTING THE 2015 EDITION OF THE INTERNATIONAL
RESIDENTIAL CODE 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 AND 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 A SEVERABILITY CLAUSE; PROVIDING FOR
A PENALTY FOR VIOLATIONS HEREOF; 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 2015, NCTCOG's Regional Codes
Coordinating Committee (RCCC) and its five advisory boards conducted open review
meetings over a 1-year period to review the 2015 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 24, 2015. Now
NCTCOG encourages jurisdictions in North Central Texas to adopt the 2015
International Building Code along with its respective regional amendments.
1
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,
2015 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 2015 International Residential Code, as adopted herein, is hereby
amended as provided in Exhibit "B" incorporated 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 Southlake, 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 maintained as a
public record in the office of the City Secretary 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.
2
Section 5
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 6
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
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 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 regulation 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 violations 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, 2016.
3
APPROVED ON FIRST READING THIS / DAY OF Mdre,11 , 2016.
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4
EXHIBIT A
2015 International Residential Code Complete Edition
Located in the Building Inspections Office
City of Southlake, Texas
5
EXHIBIT B
Amendments to the 2015 International Residential Code
The following sections, paragraphs, and sentences of the 2015 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 2012 edition of the code and a triple
asterisk identifies a new or revised amendment with the 2015 code.
**Section R102.4;amend 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.
(Reason: Legal wording to recognize locally adopted codes and amendments adopted with referenced
codes. Note: the former ICC Electrical Code is now Appendix K, K111 of the IBC, but no longer called by
that name.)
**Section R103;amend to read as follows:
DEPARTMENT OF BUIL DING SAFETY PLANNING & DEVELOPMENT SERVICES, BUILDING
INSPECTION DIVISION
103.1 Creation of an enforcement agency. The Planning & Development Services Department of
Building-Safety, Building Inspections Division, is hereby created and the official in charge thereof shall be
known as the Building Official.
(Reason: To correlate the de•artment name with what it is actuall called in this cit .)
**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.
(Reason: Consistent with previous edition amendment, to provide means to regulate grading affecting
other.ro.erties.)
**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 290 120 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 m2) in area, that are not more than 30 inches (762
6
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 any other laws or
ordinances of this jurisdiction.
(Reason: No inspections or other services are provided for this t .e of.ermit.)
**Section R108.6 and R108.7;amend 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 e •- --- --- - - - - _. _ 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 with all other provisions of either this
code or the technical codes nor from penalty prescribed by law.
R108.7 Unauthorized cover up fee.
R108.7.1 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:
7
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 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: lssuin• CO's for residences is not a common •ractice 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 and with a yard or public
way on not less than two sides.
(Reason: To distin•uish Townhouses on se•arate lots.)
**Table R301.2(1);fill in as follows:
SNOW
GROUND
WIND DESIGN SEISMIC SUBJECT TO c z
LOAD DESIGN i DAMAGE FROM t_ N c „
CATEGORY Z Z ill
d v v E Weathering W m Q re W G reQ ce- Q
SPEED o o a Frost Termite z WW2 Op N LL W a cL
(MPH) Ea, 'f o N A Line b W W V Z Q J Q ce Z W Z W
u .-(,)3) v 'N Depthb
H J LL 2 Q
51b/ft o a c 5)
F w cn 8 8
115
(3 se/- No No No Moderate 6” Heavy 220 F No Local 150 64.9°
fastest Code F
mile
(Reason: To promote regional uniformity.)
**Section R302.1;Exterior walls. 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.
(Reason: Refers to other ordinances, such as zonin• ordinances.)
•
**Section R302.3; Two-family dwellings.Add exception#3 to read as follows:
Exceptions:
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;amend 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
devise.
8
(Reason:Absence of data linking self-closing devices to increased safety. Self-closing devices often fail
to close the door entirel .
**Section R303.3, Bathrooms. Amend to read as follows:
Exception: {existing text unchanged) Exhaust air from the space shall be to the outdoors unless the
space contains 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 and matches IMC Section 403.2.1.)
•
**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 support 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 prohibiting cities from enacting fire sprinkler
mandates in residential dwellings. However, jurisdictions with ordinances that required sprinklers for
residential dwellin.s .rior to and enforced before Janua 1, 2009, ma remain in .lace.)
***Section R315.2.2 Alterations, repairs and additions. Amend to read as follows:
Exception:
2. Installation, alteration or repairs of electrical powered plumbing or mechanical systems ...
(remaining text unchanged)
(Reason: Code intent is to protect a.ainst the .roducts 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 R326 Swimming Pools, Spas and Hot Tubs. Amend to read as follows:
R326.1 General. The design and construction of pools and spas shall comply with the International
2015 IRC Appendix Q. Swimming Pools, Spas and Hot Tubs.
9
(Reason: New Pool and Spa code not under review. In lieu of adoption of new pool code, previous
edition of 2012 Appendix G is proposed for continued use but renamed 2015 Appendix Q.)
**Section R401.2, amend 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 2012 IRC carried forward to 2015 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 4
' 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 1/2 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}
(Reason: reflects regional practice and to comply with P2603.2.1. Also provides additional assurance of
maintain the inte•rit of the framin• b s•readin. the nailin• •attern.)
**Figure R602.6.1;delete the figure and insert the following figure:
EXTERIOR OR BEARING WALL
rr
err �"
I
r/r
NOTCH GREATER THAN 50
PERCENT OF THE PLATE WIDTH r'
//
16 GAGE(.050 IN.)AND 5I WIDE
METAL TIE FASTENED ACROSS AND
• TO THE PLATE AT EACH SIDE OF THE
rr� /c• / NOTCH WITH 8-10d NAILS EACH SIDE
.. r
r r r
'r %r
TOP PLATES
�`PIPE
(Reason:reflects regional practice and to comply with P2603.2.1. Also provides additional assurance of
maintaining the integrity of the framing by spreading the nailing pattern.)
**Section R703.8.4.1;Size and spacing. 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
10
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.
(Reason: (Provide easy to install and inspect dimensions to clarify how to anchor and to distinguish
"studs"from other t •es of construction.)
**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 '• '- • •- - "e - - -- -- - - •-
•
_-- _ •-• •- -__- - •- __ .- --- _ - -- _ • - _ •--. {remainder unchanged}
Exceptions:
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 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.
(Reason: The text of the residential provisions of the 2015 IRC is extracted from the 2015 edition of the
International Energy Conservation Code—Residential Provisions and has been editorially revised to
conform to the scope and application of this code. The section numbers appearing in parenthesis after
each section number are the section numbers of the corresponding text in the International Energy
Conservation Code—Residential Provisions. This approach simply minimizes the number of
amendments to the IRC)
**Section M1305.1.3;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 kq) 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)
(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.)
11
***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 approvod 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.)
***M1503.4 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.
(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.)
**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-closinq device. Installation of direct-vent water heaters within an enclosure is not required.
(Reason: Corres.onds with the •rov isions of IFGC Section 303(5).)
12
**Section G2408.3(305.5);delete.
(Reason: This •rovision does not reflect standard •ractice in this area.
**Section G2412.5(401.5);add an exception to read as follows:
Exception: Corrugated stainless steel tubing (CSST) shall be a minimum of 1/2" (18 EDH).
(Reason: Pi•e less than 1/2"has a histo in this re•ion of causin• whistlin•.
**Section G2415.2.1 (404.2.1);add a subsection to read as follows:
Both ends of each section of medium pressure gas piping shall identify its operating qas pressure with an
approved taq. 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 .rotect homeowners and plumbers. Match IFGC Section 401.5.)
**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 12 inches (305 mm) 18 inches (457 mm) below grade, except as provided for in Section
G2415.12.1.
(Reason: To .rovide increased .rotection to pi.in. systems.)
**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 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.
(Reason: To utilize language used in the IFGC 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. - ---= - •• - - - - - -- --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 ap.roximately 17 psig.)
**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 1-44—times-the
,-. -- •• •• . e '-- - - - - •- -
--- - - - - - --- -- •- -- •- - 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. ----- . - - e--.e• - ---- -. • •- - •- --
preccure exceeds 125 psig (862 kPa gauge), the test pFessure shall not exceed a value that produces a
'-- • - - -- -- - - - -- ---- -. . . - - - - -. For
tests requiring a pressure of 3 psig, diaphragm gauges shall utilize a dial with a minimum diameter of
13
three and one half inches (3 1/2'), 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 psiq, diaphragm
gauges shall utilize a dial with a minimum diameter of three and one-half inches (3 '/z"), 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 dia.hra•m .au.es.)
•
**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-net less than 40--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 compl with accepted re.ional •ractices.)
fi
**Section G2420.1 (409.1);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.
(Reason: To provide proper security to CSST valves. These standards were established in this region in
1999 when CSST was an emerging technology.)
**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.
(Reason: Reflects re.ional practice and provides an additional measure of safety.)
**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.
(Reason: To require adequate access to regulators.)
**Section G2422.1.2.3(411.1.3.3); Prohibited locations and penetrations.Delete Exception 1 and
Exception 4.
14
(Reason: To comply with accepted regional practices.)
**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.
(Reason: Gives code official discretion.)
**Section G2448.1.1 (624.1.1);amend 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.
(Reason: To clarify installation requirements. Also corresponds with amendments regarding water heater
access.
*** Section P2801.6.1; amend to read as follows:
Section P2801.6.1 Pan size and drain. The pan shall be not less than 1 '/z inches (38 mm) deep 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/. inch (19 mm).
Piping for safety pan drains shall be of those materials indicated in Table P2905.5 P2906.5. Where a pan
drain was not previously installed, a pan drain shall not be required for a replacement water heater
installation. 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.
(Reason: Correct table reference t .o. Consistent with IPC Section 504.7.1)
**Section P2801.7;add Exception to read as follows:
Exceptions:
1. Electric Water Heater.
(Reason: To coordinate with Section 2408.2 of the IRC, which reco•nizes this exce•tion.)
•
*** Section P2804.6.1; amend 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 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 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 manufactures installation
instructions and installed with those instructions.
15
5. Discharge to thae-fleer, to the pan serving the water heater or storage tank, to an indirect waste
receptor or to the outdoors.
{remainder unchanged)
(Reason: To ensure the T&P is ran to the exterior.)
**Section P2902.5.3;amend 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 •rovide clarit .)
***Section P3003.9.2; delete exceptions as follows:
P3003.9.2. Solvent cementing. {paragraph unchanged)
diameter.
(Reasonin•: to kee• the process of.oinin• PVC pipe)
**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
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.
(Reason: To clarify the installation of island venting and to provide a regional guideline on a standard
installation method for this re.ion.)
***Appendix Q Reserved. Amended to read as follows:
Appendix Q. Swimming Pools, Spas and Hot Tubs.
SECTION AQ101 GENERAL
AQ101.1 General.
16
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.
AQ101.2 Pools in flood hazard areas.
Pools that are located in flood hazard areas established by Table R301.2(1), including above-ground pools, on-
ground pools and in-ground pools that involve placement of fill, shall comply with Section
AQ101.2.1 or AQ101.2.2.
Exception: Pools located in riverine flood hazard areas which are outside of designated floodways.
AQ101.2.1 Pools located in designated floodways.
Where pools are located in designated floodways, documentation shall be submitted to the building
official which demonstrates that the construction of the pool will not increase the design flood elevation at any
point within the iurisdiction.
AQ101.2.2 Pools located where floodways have not been designated.
Where pools are located where design flood elevations are specified but floodways have not been designated
the applicant shall provide a floodway analysis that demonstrates that the proposed pool will not increase the
design flood elevation more than 1 foot(305 mm) at any point within the jurisdiction.
SECTION 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.
17
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 (51 mm) measured on the side of the barrier, which
faces away from the swimming pool. Where the top of the pool structure is above grade, 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:
18
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-inchdiameter(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
19
SECTION AQ108 REFERENCED STANDARDS
AQ108.1 General.
ANSI/NSP
ANSI/NSPI- Standard for Permanently Installed
3-99 Residential Spas AQ104.1
ANSI/NSPI- Standard for Above-ground/
4-99 On-ground Residential
Swimming Pools AQ103.2
ANSI/NSPI- Standard for Residential
5-03 In-ground Swimming Pools AQ103.1
ANSI/NSPI- Standard for Residential
6-99 Portable Spas AQ104.2
ANSI/APSP
ANSI/APSP- Standard for Suction Entrapment
7-06 Avoidance in Swimming Pools,
Wading Pools, Spas, Hot Tubs
and Catch Basins AQ106.1
ASCE
ASCE/SEI-24— Flood-resistant Design and
05 Construction AQ103.3
ASTM
ASTM F Performance Specification
1346-91 for Safety Covers and Labeling
(2003) Requirements for All Covers
for Swimming Pools Spas and
Hot Tubs AQ105.2, AQ105.5
UL
UL 2017— Standard for General-purpose
2000 Signaling Devices and
Systems—with revisions
through June 2004 AQ105.2
(Reason: New Pool and Spa code not under review. In lieu of adoption of new pool code, previous
edition of 2012 A..endix G is •ro•osed for continued use but renamed 2015 A..endix Q.)
END
20
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Star -Telegram
808 Throckmorton St.
FORT WORTH, TX 76102
(817) 390-7761
Federal Tax ID 26-2674582
Bill To:
CITY OF SOUTHLAKE
1400 MAIN ST
STE 440
SOUTHLAKE, TX 76092-760
INVOICE
Attn: Attn: ACCOUNTS PAYABLE
Customer ID:
Invoice Number:
Invoice Date:
Terms:
Due Date:
PO Number:
Order Number:
Sales Rep:
Description:
Publication Date:
CIT57
337265521
3/19/2016
Net due in 21 days
3/31/2016
21600005
33726552
073
PUBLIC HEARING
3/19/2016
Description
Location Col Depth Linage MU Rate
Amount
PUBLIC HEARING NOTICE CITY OF
'ounty of Tarrant
I3580
88 88 LINE
Net Amount:
$0.36
$31.68
$31.68
OPn\,:Gey. DEBORAH JEAN BAYLOR
Notary Public, State of Texas
. My Commission Expires
October 29, 2019
r 1/\1111\\
3efore me, a ?rotary Public in and for said County and State, this day personalty appeared Christy Holland, Bids & Legal Coordinator
9r the Star -Telegram, published by the Star - Telegram, Inc. at Fort Worth, in Tarrant County, Texas : and who after being duty sworn,
id depose and say that the attached clipping of advertisement was published in the above named paper on the Listed dates:
•IDS CO' LBCJA.LS DEPT. Star -Telegram. ( SUBSCRIBED AND SWOQL(TO BEFORE mE,
mroy BCH 4a 2016
Thank You For Your Payment
Signed
Remit To: Star -Telegram
P.O. BOX 901051
FORT WORTH, TX 76101-2051
Customer ID:
Customer Name:
Invoice Number:
Invoice Amount:
PO Number:
Amount Enclosed: $
Cl I'57
CITY OF SOUTHLAKE
337265521
$31.68
21600005
PUBLIC HEARING NOTICE
CITY OF SOUTHLAKE; TEXAS
Notice is hereby given to all inter-
ested persons that the City of
Southlake, Texas, will consider the
following items in the Council
Chambers at Town Hall, 1400 Main
Street, Southlake, Texas:
City Council on Tuesday, April 5,
2016, at 5:30 p.m. will hold a public
i hearing and consider:
• Ordinance No. 480-708 (ZA15-115),
Zoning Change and Site Plan/
Concept Plan for Pinnacle Point
Office Park on property described
as Lots 1-3, Meadow Oaks Addition,
an addition to the City of Southlake,
Tarrant County, Texas and located
at 305, 395 & 405 S. Kimball Avenue,
Southlake, Texas. Current Zoning:
"SF -1A" Single Family Residential
District. Requested Zoning: "S -P-2"
Generalized Site Plan District with
"0-1" Office District uses. SPIN
Neighborhood #8.
• ZA16-002, Site Plan for Care Now
on property described as Lot 2,
Block 2 Gateway Plaza Phase II, an
addition to the City of Southlake,
Tarrant County, Texas and located
at 2751 East State Highway 114,
Southlake, Texas. Current Zoning:
"S -P-2" Generalized Site Plan
District. SPIN Neighborhood #8.
• ZA16-007, Site Plan for Trinity
Presbyterian Church on property
described as Lot 3R, Block 6,
Southridge Lakes Addition, an ad-
dition to the City of Southlake,
Tarrant Cpunty, Texas and located
at 1452 W. Southlake Blvd.,
Southlake, Texas. Current Zoning:
"CS" Community Service District.
SPIN Neighborhood #6.
• Ordinance No. 1142, Adopting the
2015 International Building Code.
• Ordinance No. 1143, Adopting 2015
International Energy Conservation
Code.
• Ordinance No. 1144 Adopting the
2015 International Fire Code.
• Ordinance No. 1145 Adopting the
2015 International Mechanical
Code.
• Ordinance No. 1146, Adopting the
2015 International Fuel Gas Code.
• Ordinance No. 1147, Adopting 2015
International Plumbing Code.
• Ordinance No. 1148, Adopting the
2015 International Residential
Code.
• Ordinance No. 1149, Adopting the
2015 International Existing Building
Code.
The Planning & Zoning Commission
on Thursday, April 7, 2016, at 6:30
p.m. or immediately following the
Planning & Zoning Work Session
will hold a public hearing and
consider:
• ZA15-151, Preliminary Plat for
' Saddleback Ridge Estates on
property described as Lot 1, Block
1, Quail Oaks Addition; Tracts 3, 4,
4B R.D. Price Survey No. 992A and
Tract 11 A. Robinson Survey No.
1131A, Southlake, Denton County,
Texas and located at 330-360 W
i Bob Jones Road, and 4640 N. White
Chapel Blvd., Southlake, Texas.
Current Zoning:. "SF -1A" Single
Family Residential District. SPIN
Neighborhood #1.
All interested persons are urged to
attend.
City of Southlake
Lori Payne; TRMC
City Secretary