CHAPTER 3-8: INTERNATIONAL RESIDENTIAL CODE FOR ONE- AND TWO-FAMILY DWELLINGS
SECTIONS:
3-8-1: ADOPTION OF THE INTERNATIONAL RESIDENTIAL CODE FOR ONE- AND TWO-FAMILY DWELLINGS:
3-8-1 ADOPTION OF THE INTERNATIONAL RESIDENTIAL CODE FOR ONE- AND TWO-FAMILY DWELLINGS:
There is hereby adopted by reference, that certain document known as the "International Residential Code for One- and Two-Family Dwellings, 2018 Edition," as published by the International Code Council. Said document is hereby amended and adopted as 2018 International Residential Code for One- and Two-Family Dwellings for the City of Prescott for regulating and governing the conditions and maintenance of all property, buildings and structures; by providing the standards for supplied utilities and facilities and other physical things and conditions essential to ensure that structures are safe, sanitary and fit for occupation and use; and the condemnation of buildings and structures unfit for human occupancy and use and the demolition of such structures as herein provided; providing for the issuance of permits and collection of fees therefor; and each and all regulations, provisions, penalties, conditions, and terms of the various technical codes and ordinances. Providing procedures for enforcement thereof; providing the severability of each and all conditions and terms of the “International Residential Code for One- and Two-Family Dwellings” are hereby referred to, adopted, and made as part hereof as set forth herein, excepting such portions as are herein deleted, modified or amended. (Ord. 4365, 12-16-2003, eff. 2-1-2004; Ord. 4603, 09-11-2007, eff. 10-15-2007; Ord. 4902-1440, 9-23-2014; Ord. 4930-1468, 4-14-2015; Ord. 2019-1665, 6-11-2019)
3-8-2 AMENDMENTS:
That certain document entitled the “International Residential Code for One- and Two-Family Dwellings,” which document amends and supersedes certain designated sections of the 2018 International Residential Code for One- and Two-Family Dwellings and was made a public record by Resolution No. 2019-1697, is hereby adopted by this reference and amends and replaces the existing chapter and Sections 3-8-1 and 3-8-2 of the Prescott City Code.
CHAPTER 1 – SCOPE AND ADMINISTRATION
SECTION R101 GENERAL
SECTION R101.1 Title, is hereby amended to read as follows:
R101.1 Title. These provisions shall be known as the "International Residential Code for One- and Two-Family Dwellings", hereinafter referred to as ‘this Code’.
SECTION R101.2 Scope, Exceptions #1 and #2 are revised as follows and Exception 3 is added as follows:
EXCEPTION #1 – Live/Work units complying with the requirements of Section 419 of the International Building Code shall be permitted to be built as One- and Two-Family dwellings or townhouses. Automatic sprinklers and Alarm systems as required by Prescott Fire Code and amendments.
EXCEPTION #2 – Owner-occupied lodging houses with ten (10) or fewer occupants shall be permitted to be constructed in accordance with the International Residential Code for One- and Two-Family Dwellings. Automatic sprinklers and Alarm systems as required by Prescott Fire Code and amendments.
EXCEPTION #3 – Congregate living facilities for twelve (12) or fewer persons that are within a building built as a single dwelling unit are permitted to comply with the International Residential Code for One- and Two-Family Dwellings. Automatic sprinklers per P2904.
SECTION R101.2.1 Residential Group R-3, shall be added as follows:
Boarding houses (transient) with ten (10) or fewer occupants.
Boarding houses (non-transient) with ten (10) or fewer occupants.
Congregate living facilities (transient) with ten (10) or fewer occupants.
Congregate living facilities (non-transient) with twelve (12) or fewer occupants.
SECTION R101.2.1.1 Care facilities within a dwelling, is hereby added as follows:
R101.2.1.1 Care facilities within a dwelling. Care facilities or facilities licensed by the Arizona Department of Health Services, for five (5) or fewer persons receiving care that are within a single-family dwelling, are permitted to comply with the International Residential Code. Automatic sprinkler and alarm systems must be installed pursuant to the City of Prescott Fire Code and Amendments.
SECTION R101.2.1.2 Congregate living facilities is hereby added as follows:
R101.2.1.2 Congregate living facilities. Congregate living for twelve (12) or fewer persons that are within a building built as a single dwelling unit, are permitted to comply with the International Residential Code. Occupancy will be established as two (2) persons per bedroom, plus one (1) person for every additional 120 sq. ft. after the first 120 sq. ft. per bedroom.
SECTION R101.2.2 Residential Group R-4, is hereby added as follows:
R101.2.2 Residential Group R-4. This occupancy shall include buildings, structures or portions thereof for more than six (6) but not more than ten (10) persons, excluding staff, who reside on a 24-hour basis in a supervised residential environment and receive custodial care. The persons receiving custodial care must be capable of self-preservation. This occupancy shall also include residential care/assisted living homes, custodial, personal or directed care on a 24-hour basis for six (6) persons or less, who are incapable of self-preservation by responding to an emergency situation without physical assistance from staff. This group shall include, but not be limited to, the following:
Alcohol and drug abuse centers
Assisted living facilities
Congregate care facilities
Convalescent facilities
Group homes
Halfway houses
Residential board and custodial care facilities
Social rehabilitation facilities
Group R-4 occupancies shall meet the requirements for construction as defined in group R-3 except as otherwise provided for in this Code.
SECTION 102 through 114 is hereby deleted and replaced with the requirements of the City of Prescott Administrative Code as adopted and as may be amended from time to time.
CHAPTER 2 – DEFINITIONS
SECTION R201 GENERAL
SECTION 201.3 – Terms defined in other codes, is hereby amended as follows:
201.3 Terms defined in other codes. Where terms are not defined in this code and are defined in the International Conservation Code, International Fire Code, International Fuel Gas Code, International Mechanical Code, International Plumbing Code or the City of Prescott Administrative Code, such terms shall have the meanings ascribed to them as in those codes.
SECTION 201.4 – Terms not defined, is hereby amended as follows:
201.4 Terms not defined. Where terms are not defined through the methods authorized by this Chapter, such terms shall have ordinarily accepted meanings such as the context implies. The current edition of Webster’s New International Dictionary of the English Language, Unabridged, shall be considered as providing ordinarily accepted meanings.
SECTION 202 – DEFINITIONS
OCCUPANT LOAD. 2018 International Residential Code dwelling unit occupancy is established as two (2) persons per bedroom, plus one (1) person for every additional 120 sq. ft. after the first 120 sq. ft. per bedroom.
CHAPTER 3 – BUILDING PLANNING
SECTION R301 DESIGN CRITERIA
Table R301.2(1) Climatic and Geographic Design Criteria, is hereby amended to read as follows:
Table 301.2(1) Climatic and Geographic Design Criteria. Roof Snow Load: 30 lbs/ft2; Wind: 90 mph, 3 second gust; Seismic Design Category: C; Weathering: Negligible; Frost Line Depth: 18 inches (457.2 mm); Termite: Moderate; Decay: Slight; Winter Design Temperature: 20°; Ice Shield Underlayment Requirement: No; Flood Hazards: See Prescott City Code Title XIII; Air Freezing Index: 194; Mean Annual Temp: 53. Manual J Design Criteria deleted from table n may use current adopted ACCA Manual J Table 1a or 1b, or may use ASHRAE current adopted tables for Prescott Airport.
Table R301.5 Minimum Uniformly Distributed Live Loads (in pounds per foot), is hereby amended to read as follows:
Table R301.5 Table R301.5 Minimum Uniformity Distributed Live Loads (in pounds per square foot): All other footnotes still apply.
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Habitable attics and attics served with fixed stairs________________ |
40 |
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Un-inhabitable attics with limited storage________________________ |
40 |
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Sleeping Rooms__________________________________________ |
40 |
SECTION R313 AUTOMATIC FIRE SPRINKLER SYSTEMS
SECTION R313 Automatic Fire Sprinkler Systems is hereby amended to read as follows:
SECTION R313 Automatic Fire Sprinkler Systems. Automatic fire sprinkler systems must meet the State of Arizona Statutes and the City of Prescott Fire Code and amendments.
SECTION R319 SITE ADDRESS
SECTION R319.1 ADDRESS IDENTIFICATION is hereby amended as follows:
R319.1 Address Numbers. Buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall be a minimum of six (6) inches high with a minimum stroke width of one half (0.5) inch, where access is by means of a private road and the building cannot be viewed from the public way, a monument, pole or other sign or means, shall be used to identify the structure. Address numbers shall be maintained. Or as required by The City of Prescott Fire Department, its adopted Fire Code and applicable amendments.
SECTION R322 FLOOD-RESISTANT CONSTRUCTION
SECTION R322 Flood-Resistant Construction is hereby deleted. See City of Prescott Code, Title XIII Floodplain Regulations.
CHAPTER 4 – FOUNDATIONS
SECTION R403 – FOOTINGS
SECTION R403.1.1 Minimum size is hereby amended to add the following sections:
R403.1.1.2 Minimum Reinforcing. Continuous spread concrete footings shall be reinforced with at least two (2) - #4 bars placed horizontally a minimum of 3" from the bottom of the footing. Monolithic pour interior and exterior concrete footings shall be reinforced with at least one (1) - #4 bar placed horizontally a minimum of 3" from the bottom of the footing and one (1) - #4 placed horizontally a minimum of 3" from the top of the slab. Pier and column footings shall be reinforced with #4 bars placed horizontally and spaced no more than 12" on center in each direction and located a minimum of 3" from the bottom of the footing.
R403.1.1.3 Tributary loads. The tributary load pads shall require engineering when the point loads exceed 29,800# or the equivalent of a 53" square X 24" deep footing. All point loads must be shown on the plans.
SECTION R404 – FOUNDATION AND RETAINING WALLS
SECTION R404.1.1 DESIGN REQUIRED is hereby amended as follows:
R404.1.1 Design of masonry foundation walls. Masonry foundation walls shall be designed and constructed in accordance with the provisions of this section and in accordance with the provisions of TMS 402, or the provisions of this section are used to design masonry foundation walls, project drawings, typical details and specifications, and are not required to bear the seal of the architect or engineer responsible for design, unless otherwise required by the state law of the jurisdiction having authority.
Table R404.1.1(1) Plain Masonry Foundation Walls and all references to said Table are hereby deleted in its entirety and revised to read as follows:
Table R404.1.1(1) Plain Masonry Foundation Walls. Plain masonry foundation walls shall be constructed as set forth in Tables R404.1.1(2), (3) and (4) for the most restrictive design soil class and shall also comply with the provisions of this section and the applicable provisions of sections R606, R607 and R608. Bond beam and vertical steel to be tied every 200 bar diameter or 10'.
Table R404.1.1(2), (3) and (4), 8-inch, 10-inch or 12-inch Masonry Foundation Walls is hereby amended with a new subsection ‘f.’ to read as follows:
Table R404.1.1(2), (3) and (4) 8-inch, 10-inch or 12-inch Masonry Foundation Walls
f. Table R404.1.1(2), (3) and (4) bond beam required as follows: one (1) - #4 bar placed horizontally for stem walls less than 24", two (2) - #4 or one (1) - #5 bar placed horizontally at the top of the wall for walls 24" to 48". Bond beam and vertical steel to be tied every 200 bar diameter or 10'.
Table R404.1.2(2), (3), and (4) Minimum vertical reinforcement for 6-inch, 8-inch and 10-inch nominal flat concrete basement walls. Note: NR=Not Required replaced with NR=see note ‘g’ or ‘d’ below:
Table R404.1.2(2), (3) and (4) 8-inch, 10-inch or 12-inch nominal flat Basement Walls
g. or d. Minimum one (1) - #4 vertical steel every 48" on center, shall be provided. The vertical bar shall extend into the footing with a bent hook having a minimum 4" long 90 degree bend. Bond beam and vertical steel to be tied every 200 bar diameter or 10'.
Table R404.1.2(6) 8-inch Waffle Grid basement walls Note: NR=Not required replaced with NR=see note ‘d’ below:
Table R404.1.2(6) 8-inch Waffle Grid basement walls
d. Minimum one (1) - #4 vertical steel every 48" on center shall be provided. The vertical bar shall extend into the footing with a bent hook having a minimum 4" long 90 degree bend. Bond beam and vertical steel to be tied every 200 bar diameter or 10'.
Table R404.1.2(8) Minimum vertical reinforcement for 6-, 8-, 10-inch and 12-inch nominal flat basement walls note: NR=Not required replaced with NR=see note ‘d’ below:
Table R404.1.2(8) Minimum vertical reinforcement for 6-, 8-, 10-inch and 12-inch nominal flat basement walls.
d. Minimum one (1) - #4 vertical steel every 48" on center shall be provided. The vertical bar shall extend into the footing with a bent hook having a minimum 4" long 90 degree bend. Bond beam and vertical steel to be tied every 200 bar diameter or 10'.
CHAPTER 8 – ROOF-CEILING CONSTRUCTION
SECTION R802 – WOOD ROOF FRAMING
SECTION R802.2 Design and Construction is hereby amended as follows:
R802.2 Design and Construction. The framing details required in section R802 apply to roofs having a minimum slope of three (3) units in twelve (12) units horizontal (25-percent slope) or greater. Roof-ceilings shall be designed and constructed in accordance with the provisions of this chapter and figures R606.11(1), R606.11(2) and R606.11(3) or in accordance with AWC/NDS. Components of roof-ceilings shall be fastened in accordance with Table R602.3(1). Low slope roof (roofs with less than 3:12 pitch) will be designed out of Table R802.4.1(7) and R802.4.1(8) or provide an engineered design.
CHAPTER 9 ROOF ASSEMBLIES
SECTION R905.3 – CLAY AND CONCRETE TILE
SECTION R905.3.1 Deck Requirements is hereby amended as follows:
R905.3.1 Deck Requirements Concrete and clay tile shall be installed over solid sheathing.
SECTION R905.4 – METAL ROOF SHINGLES
SECTION R905.4.1 Deck Requirements is hereby amended as follows:
R905.4.1 Deck Requirements Metal roof shingles shall be installed over solid sheathing.
SECTION R905.7 – WOOD SHINGLES
SECTION R905.7.1 Deck Requirements is hereby amended as follows:
R905.7.1 Deck Requirements Wood shingles shall be installed over solid sheathing.
SECTION R905.7.4 Material Standards is hereby amended as follows:
R905.7.4 Material Standards Wood shingles shall be factory treated fire-retardant grade 1 minimum.
SECTION R905.8 – WOOD SHAKES
SECTION R905.8.1 Deck Requirements is hereby amended as follows:
R905.8.1 Deck Requirements Wood shake shall be installed over solid sheathing.
SECTION R905.8.4 Material Standards is hereby amended as follows:
R905.8.4 Material Standards Wood shakes shall be factory treated fire-retardant grade 1 minimum.
SECTION R905.10 – METAL ROOF SHINGLES
SECTION R905.10.1 Deck Requirements is hereby amended as follows:
R905.10.1 Deck Requirements Metal roof panels shall be installed over solid sheathing.
CHAPTER 10 – CHIMNEYS AND FIREPLACES
SECTION R1007 – CHIMNEYS, FIREPLACES, BARBECUES, WOOD STOVES, AND OTHER SOLID-FUEL-BURNING APPLIANCES, has been added as follows:
SECTION R1007.1 GENERAL Chimneys, flues, fireplaces, barbecues, wood stoves, and other solid-fuel-burning appliances (and their connections) shall conform to the requirements of IBC 2018 SECTION 2115 in its entirety.
CHAPTER 11 – ENERGY EFFICIENCY
CHAPTER 11 ENERGY EFFICIENCY to be deleted in its entirety to be replaced with the requirements of the "2012 International Energy Conservation Code" as adopted by the City of Prescott and as may be amended from time to time.
CHAPTER 13 – GENERAL MECHANICAL SYSTEM REQUIREMENTS
SECTION M1307 – APPLIANCE INSTALLATION
SECTION M1307.3 Elevation of ignition source is hereby amended by the addition of an exception thereto, to read as follows:
M1307.3 Elevation of ignition source.
Exception: Elevation of the ignition source is not required for appliances that are listed as flammable vapor ignition resistant and/or clothes dryers.
CHAPTER 14 – HEATING AND COOLING EQUIPMENT AND APPLIANCES
SECTION M1411 – HEATING AND COOLING EQUIPMENT
SECTION M1411.3.1 Auxiliary and Secondary Drain System shall be amended by adding the following:
M1411.3.1 Auxiliary and Secondary Drain System.
5. Items #3 and #4 above will require a letter from installer verifying that the UL listed switch is in working order and installed per manufacturer specifications.
CHAPTER 15 – EXHAUST SYSTEMS
SECTION M1503 – RANGE HOODS
Section M1503.3 – Exhaust discharge, is hereby amended to read as follows:
Exception: Last sentence added: Exception may not be used for Congregate Living facilities, Boarding Houses or R-4 Care Facilities.
CHAPTER 23 – SOLAR ENERGY SYSTEMS
SECTION M2301 – SOLAR THERMAL ENERGY SYSTEMS
SECTION M2301.2.2.1 Roof-mounted collectors is hereby amended as follows:
M2301.2.2.1._ Roof-mounted collectors. The roof shall be constructed to support the loads imposed by roof-mounted solar collectors. Attachment details to existing structures must be of engineered design, or constructed so that they do not penetrate existing engineered truss systems. Roof-mounted solar collectors that serve as a roof covering shall conform to the requirements for roof coverings, the collectors and supporting structure shall be constructed of noncombustible materials or fire retardant-treated wood equivalent to that required for the roof construction.
CHAPTER 24 – FUEL GAS
SECTION G2420 (409) – GAS SHUTOFF VALVES
SECTION G2420.3 (409.3.2) Individual Buildings is hereby renamed "Building Shutoff" and replaced as follows:
G2420.3 Building Shutoff. All structures with fuel gas shall be provided with a shutoff valve located on the downstream side of the gas meter, between the gas meter and the building. Multiple buildings on the same system shall have a separate shut off valve for each building. The gas line for shut off must break ground prior to entrance in the building and the shutoff installed as well as the dielectric union to the exterior of the building.
CHAPTER 25 – PLUMBING ADMINISTRATION
SECTION P2503.5 Drain, Waste and Vent System Testing
SECTION P2503.5.1 Rough plumbing is hereby amended to read as follows:
2. Drainage and vent air test. Plastic piping shall be tested by using the lesser psi of 1/3 of the gauge or 10 psi, max gauge size is 60 psi. An air test shall be made by forcing air into the system until there is a uniform gauge pressure of 5 psi or sufficient to balance a 10-inch column of mercury. This pressure shall be held for a test period of not less than 15 minutes. Any adjustments to the test pressure required because of changes in ambient temperatures of seating of gaskets shall be made prior to the beginning of the test period.
CHAPTER 26 – GENERAL PLUMBING REQUIREMENTS
SECTION P2602 – INDIVIDUAL WATER SUPPLY AND SEWAGE DISPOSAL
SECTON P2602.1 General is hereby amended as follows:
P2602.1 General The water distribution system of any building or premises where plumbing fixtures are installed shall be connected to a public water supply. Where a public water supply system is not available, or connection to the supply is not feasible, an individual water supply shall be provided. Individual water supplies shall be constructed and installed in accordance with applicable state and local laws, where such laws do not address the requirements set forth in NGWA-01, individual water supplies shall comply with NGWA-01 for those requirements not addressed by state and local laws. Backflow devices are required per Prescott City Code 6-1, Section 903.3.5.
Sanitary drainage piping from plumbing fixtures in buildings and sanitary drainage piping systems from premises shall be connected to a public sewer. Where a public sewer is not available, the sanitary drainage piping and systems shall be connected to a private sewage disposal system, approved for use by Yavapai County under separate permit.
SECTION P2603 – STRUCTURAL AND PIPING PROTECTION
SECTION P2603.5.1 Sewer Depth is hereby amended to read as follows:
P2603.5.1 Sewer Depth. Building sewers that connect to private sewage disposal systems shall be a minimum of 18 inches below finished grade at the point of septic tank connection. Building sewers shall be a minimum of 18 inches below grade.
SECTION P2603.5.2 Water In Attics is hereby added as follows:
SECTION P2603.5.2 WATER IN ATTICS. All water in attics must be either in a conditioned attic space, or must be in an approved chase with foam, on the conditioned side of the insulation, with a minimum of R-49 insulation over the chase. Pipe must be pex or equal and must slope to drain to showerhead when not in use; no valve allowed on the showerhead.
CHAPTER 29 – WATER SUPPLY AND DISTRIBUTION
SECTION P2901 – GENERAL
SECTION P2901.1 Potable Water Required is hereby amended by adding a section as follows:
P2901.1.1 Temporary Water. Temporary water must meet all requirements for direct burial and tracer wires, as well as sprinkler line sizing and material and weather protection and hose-bib protection per P2902.4.3. A minimum of 10 feet of line must be installed.
SECTION P2904 – DWELLING UNIT FIRE SPRINKLER SYSTEMS
SECTION P2904 Dwelling Unit Fire Sprinkler Systems is hereby deleted in its entirety and amended to read as follows:
P2904 Dwelling Unit fire Sprinkler Systems. Must meet all of the State of Arizona Statutes and the City of Prescott Fire Codes and amendments.
SECTION P2906 – MATERIALS, JOINTS AND CONNECTIONS
SECTION P2906.4 Water Service Pipe is hereby amended by adding a new second paragraph (before the exception) to read as follows:
P2906.4.2. Tracer Wire. Non-metallic service piping shall have a blue insulated copper tracer wire or other approved conductor installed adjacent to it. Access shall be provided to the tracer wire or the tracer shall terminate above ground at each end of the non-metallic piping. The tracer wire shall not be less than 18 AWG and the insulation type shall be suitable for direct burial.
SECTION P2906.6.1 Saddle Tap Fittings is hereby amended as follows:
Section P2906.6.1 Saddle Tap Fittings. The use of saddle tap fittings and combination saddle tap and valve fittings shall be prohibited, unless part of a City of Prescott approved General Engineering Standard.
SECTION P2911 ON-SITE NONPOTABLE WATER REUSE SYSTEMS
SECTION P2911 ON-SITE NONPOTABLE WATER REUSE SYSTEMS is hereby deleted in its entirety.
CHAPTER 30 – SANITARY DRAINAGE
SECTION P3001 – GENERAL
SECTION P3001 General is hereby amended by adding a new paragraph to read as follows:
P3001.4 Tracer Wire. Non-metallic service piping shall have a green insulated copper tracer wire or other approved conductor attached at intervals not to exceed 24". Access shall be provided to the tracer wire or the tracer wire shall terminate above ground at the clean-out location(s) for the structure. The tracer wire shall not be less than 18 AWG and the insulation type shall be suitable for direct burial.
SECTION P3008 – BACKWATER VALVES
SECTION P3008.1 Where Required is hereby amended to read as follows:
P3008.1 Where Required. All structures connected to the City of Prescott sewer system require an approved backwater valve. All structures connected to the City of Prescott sewer system prior to the adoption of this ordinance shall be protected by an approved backwater valve when additions, alterations, or repairs to existing structures, whose value of work is fifteen (15) percent or greater of the value of an existing building of assembly use or twenty-five (25) percent or greater of an existing structure of other occupancies, during a twelve month period.
SECTION P3009 – SUBSURFACE LANDSCAPE IRRIGATION SYSTEMS
SECTION P3009 SUBSURFACE LANDSCAPE IRRIGATION SYSTEMS is hereby deleted in its entirety.
CHAPTER 34 – ELECTRICAL GENERAL REQUIREMENTS
All references to NFPA 70 include the 2017 National Electrical Code.
CHAPTER 40 – DEVICES AND LUMINARES
SECTION E4002 – RECEPTACLES
SECTION E4002.14 Tamper-Resistant receptacles in/for single family dwelling units is hereby deleted in its entirety.
(Ord. 4365, 12-16-2003, eff. 2-1-2004; Ord. 4677-0920 12-09-2008, eff. 01-08-2009; Ord. 4902-1440, 9-23-2014; Ord. 4930-1468, 4-14-2015; Ord. 2019-1665, 6-11-2019)
3-8-3 PENALTY:
(A) PENALTY – CRIMINAL: Any person who violates any provision of this chapter or the codes adopted pursuant to this chapter may be guilty of a misdemeanor and, upon conviction thereof, shall be punished as provided in Section 1-3-1, by a fine not exceeding two thousand five hundred dollars ($2,500.00) or by imprisonment for not more than six (6) months, or by both such fine and imprisonment, at the discretion of the City judge. Each and every day any such violation continues shall be deemed and considered a separate offense.
(B) PENALTY – CIVIL: Upon conviction any person who violates any provision of this chapter thereof may be punished as provided in Sections 1-3-1 and 1-3-2 and subject to a civil penalty. Each and every day any such violation continues shall be deemed and considered a separate offense. (Ord. 4161, 10-30-2001, eff. 1-1-2002; amd. Ord. 4389, 4-13-2004; amd. Ord. 4603, 09-11-2007, eff. 10-15-2007; amd. Ord. 4677-0920 12-09-2008, eff. 01-08-2009; Ord. 4902-1440, 9-23-2014; Ord. 4930-1468, 4-14-2015; Ord. 2019-1665, 6-11-2019)