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City of Oakland, MO
St. Louis County
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Table of Contents
Table of Contents
[Ord. No. 818 §1, 2-11-2013]
A. 
Short Title. This Section shall be known as and may be cited as "The Building Code."
B. 
Building Code Adopted. A certain document, one (1) copy of which is on file in the office of the Code Enforcement Officer of the City of Oakland, Missouri, being marked and designated as the International Building Code (IBC), 2009 edition, including Appendices A through Z as amended, as published by the International Code Council (ICC), be and is hereby adopted as the Building Code of the City of Oakland, in the State of Missouri, for the control of buildings and structures as herein provided; providing for the issuance of permits and collection of fees therefor; and each and all of the regulations, provisions, penalties, conditions and terms of said Building Code on file in the office of the Building Commissioner are hereby referred to, adopted, and made a part hereof, as if fully set out in this Article, with the additions, insertions, deletions and changes, if any, prescribed in Subsections D through BB of this Section.
C. 
Jurisdictional Title. Throughout the International Building Code/2009, whenever the terms "name of jurisdiction" or "local jurisdiction" appear, they shall be deemed to mean Oakland, Missouri. Likewise, whenever the term "Department of Building Safety" appears, it shall be deemed to mean the Department of Planning and Development. Whenever the term "code" appears, it shall mean the International Building Code/2009, as adopted herein.
D. 
Amendments To Chapter 1 — 2009 International Building Code — Chapter 1-Scope And Administration.
1. 
101.1 Title. These regulations shall be known as the "Building Code of the City of Oakland, Missouri," hereinafter referred to as "this code."
2. 
101.2.1 Appendices. Appendices are adopted as amended.
3. 
104.1.1 Building Commissioner. Whenever the term "Building Commissioner" appears, it shall be deemed to mean the Building Commissioner or Code Enforcement Officer of the City of Oakland, Missouri.
4. 
105.2 Work exempt from permit. Exemptions from permit requirements of this code 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. Permits are not required for the following:
 
 
Building:
1.
One-story detached accessory structures used as playhouses and similar uses, provided the floor area does not exceed 100 square feet and the height does not exceed 10 feet.
2.
Oil derricks.
3.
Retaining walls which are not over 3 feet in height measured from the bottom of the footing to the top of the wall, unless supporting a surcharge or impounding Class I, II, or III-A liquids.
4.
Flat work, including but not limited to sidewalks, patios, parking lots, or driveways that are less than four hundred (400) square feet in area.
Exception. Any flat work that is a) within 4 feet of a property line; or b) that would permanently divert one drainage area to another drainage area; or c) that would deposit mud or harmful silt or create erosion or damage adjoining properties; or d) that would block or affect an existing swale or drainage path in a manner to cause damming and ponding shall require a permit.
5.
Painting, papering, tiling, carpeting, countertops and similar finish work.
6.
Temporary motion picture, television and theater stage sets and scenery.
7.
Prefabricated swimming pools accessory to a Group R-3 occupancy that are less than 24 inches (610 mm) deep, do not exceed 5,000 gallons (18,925 L) and are installed entirely above ground.
8.
Temporary shade cloth structures constructed for nursery or agricultural purposes, not including service systems.
9.
Swings and other playground equipment accessory to detached one- and two-family dwellings that are less than 200 square feet and less than 12 feet high.
10.
Non-fixed and movable fixtures, cases, racks, counters and partitions not over 5 feet 9 inches (1,753 mm) in height.
Electrical:
Repairs and maintenance: Minor repair work, including the replacement of lamps or the connection of approved portable electrical equipment to approved permanently installed receptacles.
Radio and television transmitting stations: The provisions of this code shall not apply to electrical equipment used for radio and television transmissions, but do apply to equipment and wiring for power supply, and the installations of towers and antennas.
Temporary testing systems: A permit shall not be required for the installation of any temporary system required for the testing or servicing of electrical equipment or apparatus.
Gas:
1.
Portable heating, cooking and clothes-drying appliances.
2.
Replacement of any minor part that does not alter approval of equipment or make such equipment unsafe.
Mechanical:
1.
Portable heating appliance.
2.
Portable ventilation equipment.
3.
Portable cooling unit.
4.
Steam, hot or chilled water piping within any heating or cooling equipment regulated by this code.
5.
Replacement of any part which does not alter its approval or make it unsafe.
6.
Portable evaporative cooler.
Plumbing:
1.
The stopping of leaks in drains, water, soil, waste or vent pipe; provided, however, that if any concealed trap, drain pipe, water, soil, waste or vent pipe becomes defective and it becomes necessary to remove and replace the same with new material, such work shall be considered as new work, and a permit shall be obtained and inspection made as provided in this code.
2.
The clearing of stoppages or the repairing of leaks in pipes, valves or fixtures, provided such repairs do not involve or require the replacement or rearrangement of valves, pipes or fixtures.
5. 
105.3 Application for permit. To obtain a permit, the applicant shall first file an application therefor in writing on a form furnished by the Department of Building Safety for that purpose. Such application shall:
1. 
Identify and describe the work to be covered by the permit for which application is made.
2. 
Describe the land on which the proposed work is to be done by legal description, street address or similar description that will readily identify and definitely locate the proposed building or work.
3. 
Indicate the use and occupancy for which the proposed work is intended.
4. 
Be accompanied by construction documents and other information as required in Section 107.
5. 
State the valuation of the proposed work.
6. 
Be signed by the applicant, or the applicant's authorized agent.
7. 
Identify whether the work will be done personally by the owner/occupant of the detached single-family dwelling or the work will be done by a contractor.
8. 
Give such other data and information as required by the Building Commissioner.
6. 
105.5 Expiration. Any permit issued shall become invalid if the work on the site authorized by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. Suspension or abandonment shall be evidenced by the fact that no inspection has been conducted and approved for 180 days prior. Permits for residential properties shall expire one (1) year from the date of issuance, and non-residential permits shall expire two (2) years from the date of issuance. The Building Commissioner is authorized to grant, in writing, one or more extensions of time, for periods not more than 90 days each. The extension shall be requested in writing and justifiable cause demonstrated.
7. 
107.2.5 Site plan. The construction documents submitted with the application for permit shall be accompanied by a site plan showing to scale the size and location of new construction and existing structures on the site, distances from lot lines, the established street grades and the proposed finished grades and, as applicable, flood hazard areas, floodways, and design flood elevations; and it shall be drawn in accordance with an accurate boundary line survey. In the case of demolition, the site plan shall show construction to be demolished and the location and size of existing structures and construction that are to remain on the site or plot. The Building Commissioner is authorized to waive or modify the requirements for a site plan when the application for permit is for alteration or repair or when otherwise warranted. A site plan shall also include any additional information necessary to determine compliance with the ordinances of the City of Oakland as determined by the Building Commissioner.
8. 
107.5 Retention of construction documents. One set of approved construction documents shall be retained by the Building Commissioner as required by Missouri Revised Statutes Chapter 109 Section 255.
9. 
109.4 Work commencing before permit issuance. Any person who commences any work on a building, structure, electrical, gas, mechanical, plumbing, or fire protection system before obtaining the necessary permits shall be subject to, in addition to any court-imposed fines or costs, a penalty that is double the total regular calculated permit fee, including inspections (permit fees plus inspection fees times 2).
10. 
110.3 Required inspections. The building official, upon notification, shall make the inspections set forth in Sections 110.3.1 through 110.3.11.
110.3.1 Pre-permit inspection. An inspection of the property shall be conducted prior to the issuance of a permit.
Exception: Interior work and work deemed to be minor in nature.
110.3.2 Footing and foundation inspection. Footing and foundation inspections shall be made after excavations for footings are complete and any required reinforcing steel is in place. For concrete foundations, any required forms shall be in place prior to inspection. Materials for the foundation shall be on the job, except where concrete is ready mixed in accordance with ASTM C 94, the concrete need not be on the job.
110.3.3 Concrete slab and under-floor inspection. Concrete slab and under-floor inspections shall be made after in-slab or under-floor reinforcing steel and building service equipment, conduit, piping accessories and other ancillary equipment items are in place, but before any concrete is placed or floor sheathing installed, including the subfloor.
110.3.4 Lowest floor elevation. In flood hazard areas, upon placement of the lowest floor, including the basement, and prior to further vertical construction, the elevation certification required in Section 1612.5 shall be submitted to the building official.
110.3.5 Frame inspection. Framing inspections shall be made after the roof deck or sheathing, all framing, fireblocking and bracing are in place and pipes, chimneys and vents to be concealed are complete and the rough electrical, plumbing, heating wires, pipes and ducts are approved.
110.3.6 Lath and gypsum board inspection. Lath and gypsum board inspections shall be made after lathing and gypsum board, interior and exterior, is in place, but before any plastering is applied or gypsum board joints and fasteners are taped and finished.
110.3.7 Fire- and smoke-resistant penetrations. Protection of joints and penetrations in fire-resistance-rated assemblies, smoke barriers and smoke partitions shall not be concealed from view until inspected and approved.
110.3.8 Energy efficiency inspections. Inspections shall be made to determine compliance with Chapter 13 and shall include, but not be limited to, inspections for envelope insulation R- and U-values, fenestration U-value, duct system R-value, and HVAC and water-heating equipment efficiency.
110.3.9 Other inspections. In addition to the inspections specified above, the building official is authorized to make or require other inspections of any construction work to ascertain compliance with the provisions of this code and other laws that are enforced by the Department of Building Safety.
110.3.10 Special inspections. For special inspections, see Section 1704.
110.3.11 Final inspection. The final inspection shall be made after all work required by the building permit is completed.
11. 
114.4 Violation penalties. Any person who violates a provision of this code or fails to comply with any of the requirements thereof or who erects, constructs, alters or repairs a building or structure in violation of the approved construction documents or directive of the Building Commissioner, or of a permit or certificate issued under the provisions of this code, shall be subject to penalties as prescribed in Section AO102.
12. 
115.3 Unlawful continuance. Any person who shall continue any work after having been served with a stop-work order, except such work as that person is directed by the City to perform to remove a violation or unsafe condition, shall be subject to the penalties as prescribed in Section AO102.
13. 
116.4 Method of service. Such notice shall be deemed properly served if a copy thereof is (a) delivered to the owner personally; (b) sent by certified or registered mail addressed to the owner at the last known address with the return receipt requested; (c) sent by regular mail addressed to the owner at the last known address; or (d) delivered in any other manner as prescribed by local law. If the certified or registered letter is returned showing that the letter was not delivered, a copy thereof shall be posted in a conspicuous place in or about the structure affected by such notice. Service of such notice in the foregoing manner upon the owner's agent or upon the person responsible for the structure shall constitute service of notice upon the owner.
E. 
Amendments To Chapter 2 — 2009 International Building Code — Chapter 2-Definitions.
BUILDING OFFICIAL
The Building Commissioner as set forth in Section 500.010 of the Municipal Code.
CITY MANAGER
The City Administrator of the City of Oakland or his/her designee.
CURTAIN WALL
See Section 702.
FIRE CODE OFFICIAL
The Fire Chief of the City of Kirkwood.
MANUFACTURED HOMES
Houses that are manufactured in a remote facility and then delivered to their intended site to be erected on a foundation. Manufactured homes differ from mobile homes in their absence of a chassis, thereby intending manufactured homes to not be readily movable.
PUBLIC SERVICE AGENCY
A business or service, which may be publicly or privately owned, engaged in supplying the public generally with some commodity or service, such as electricity, gas, water, transportation, or telephone or telegraph service. Privately owned public utilities most often operate within a designated area through an exclusive franchise granted by the legislature, public service commission, or other regulatory agency, and their operation is strictly regulated by the franchisor. Public utilities may be required to file rate schedules with a public service commission. Usually, there must be an approval by the regulatory body before such rates or proposed changes in rates may take effect.
SPANDREL WALL
See Section 702.
F. 
Amendments to Chapter 4 — 2009 International Building Code — Chapter 4-Special Detailed Requirements Based On Use And Occupancy.
1. 
406.1.4. Separation. Separations shall comply with the following:
1. 
The private garage shall be separated from the dwelling unit and its attic area by means of a minimum ½-inch gypsum board applied to the garage side. Garages beneath habitable rooms shall be separated from all habitable rooms above by not less than 5/8-inch Type X gypsum board or equivalent. Door openings between a private garage and the dwelling unit shall be equipped with either solid wood doors, or solid or honeycomb core steel doors not less than 1 3/4 inches thick, or doors in compliance with Section 715.4.3. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Doors shall be self-closing and self-latching. Openings between the garage and the residence of single-family detached dwellings are not required to be self-closing and self-latching per Section R302.5.1 of the IRC.
2. 
Ducts in private garages and ducts penetrating the walls or ceilings separating the dwelling unit from the garage shall be constructed of a minimum 0.019-inch sheet steel and shall have no openings into the garage.
3. 
A separation is not required between a Group R-3 and U carport, provided the carport is entirely open on two or more sides and there are not enclosed areas above.
4. 
Windows, doors and other openings in common walls that separate bedrooms from carports and garages are not permitted.
2. 
406.1.6 Egress doors for detached garages. All detached garages shall be provided with an approved side-swing-type egress door.
3. 
406.2.6. Floor surface. Parking surfaces shall be of concrete or similar non-combustible and non-absorbent materials.
The area of floor used for parking of automobiles or other vehicles shall be sloped to facilitate the movement of liquids to a drain or toward the main vehicle entry doorway. Except in detached one- and two-family dwellings, if a drain is used, an approved interceptor shall be installed in accordance with the International Plumbing Code.
Exceptions: Floors of Group S-2 parking garages shall not be required to have a sloped surface.
G. 
Amendments To Chapter 7 — 2009 International Building Code — Chapter 7-Fire And Smoke Protection Features.
1. 
Definitions.
CURTAIN WALL
A building facade which does not carry any dead load from the building other than its own dead load, and one which transfers the horizontal loads (wind loads) that are incident upon it.
SPANDREL WALL
The roughly triangular space between the left or right exterior curve of an arch and the rectangular framework surrounding it.
2. 
717.2. Fireblocking. In combustible construction, fireblocking shall be installed to cut off concealed draft openings (both vertical and horizontal) and shall form an effective barrier between floors, between a top story and a roof or attic space. Fireblocking shall be installed in the locations specified in Sections 717.2.2 through 717.2.7.
717.2.1 Fireblocking materials. Fireblocking shall consist of the following materials:
1. 
Two-inch (51 mm) nominal lumber.
2. 
Two thicknesses of 1-inch (25 mm) nominal lumber with broken lap joints.
3. 
One thickness of 0.719-inch (18.3 mm) wood structural panels with joints backed by 0.719-inch (18.3 mm) wood structural panels.
4. 
One thickness of 0.75-inch (19.1 mm) particleboard with joints backed by 0.75-inch (19 mm) particleboard.
5. 
One-half-inch (12.7 mm) gypsum board.
6. 
One-fourth-inch (6.4 mm) cement-based millboard.
7. 
Batts or blankets of mineral wool, mineral fiber or other approved materials installed in such a manner as to be securely retained in place.
717.2.1.1 Batts or blankets of mineral wool or mineral fiber. Batts or blankets of mineral wool or mineral fiber or other approved non-rigid materials shall be permitted for compliance with the 10-foot (3048 mm) horizontal fireblocking in walls constructed using parallel rows of studs or staggered studs.
717.2.1.2 Unfaced fiberglass. Unfaced fiberglass batt insulation shall not be used as a fireblock.
717.2.1.3 Loose-fill insulation material. Loose-fill insulation material, insulating foam sealants and caulk materials shall not be used as a fireblock unless specifically tested in the form and manner intended for use to demonstrate its ability to remain in place and to retard the spread of fire and hot gases.
717.2.1.4 Fireblocking integrity. The integrity of fireblocks shall be maintained.
717.2.1.4.1 Intumescent Materials. Intumescent materials shall be installed at all penetrations where non-metallic materials penetrate assemblies, including but not limited to fire walls, party walls, fire barriers, shaft enclosures, fire partitions, smoke barriers, smoke partitions, fire separation walls, horizontal assemblies, and solid fireblocking assemblies.
717.2.1.5 Double stud walls. Batts or blankets of mineral or other approved non-rigid materials shall be allowed as fireblocking in walls constructed using parallel rows of studs or staggered studs.
3. 
717.3.1 Draftstopping materials. Draftstopping materials shall not be less than ½-inch (12.7 mm) gypsum board, 3/8-inch (9.5 mm) wood structural panel, 3/8-inch (9.5 mm) particleboard, 1-inch (25-mm) nominal lumber, cement fiberboard, batts or blankets of mineral wool, or other approved materials adequately supported. The integrity of draftstops shall be maintained.
H. 
Amendments To Chapter 9 — 2009 International Building Code — Chapter 9-Fire Protection Systems.
1. 
903.3.5.3 Water flow tests. Water flow tests for fire sprinkler systems shall be conducted between the hours of 8:00 A.M. and 4:30 P.M., Monday through Friday.
2. 
903.3.5.4 Water flow safety factor. A safety factor shall be applied to all flow tests for fire sprinkler systems. A parallel curve shall be drawn to the actual flow test curve that has been reduced by 10 percent of the static pressure. A sprinkler system design shall not exceed the 10 percent curve.
I. 
Amendments To Chapter 10 — 2009 International Building Code — Chapter 10-Means Of Egress.
1. 
1008.1.2 Door swing. Egress doors shall be of the pivoted or side-hinged swinging type.
Exceptions:
1. 
Office areas, factory and storage areas with an occupant load of 10 or less.
2. 
Group I-3 occupancies used as a place of detention.
3. 
Critical or intensive care patient rooms within suites of health-care facilities.
4. 
Doors within or serving a single dwelling unit in Groups R-2 and R-3.
5. 
In other than Group H occupancies, revolving doors complying with Section 1008.1.4.1.
6. 
In other than Group H occupancies, horizontal sliding doors complying with Section 1008.1.4.3 are permitted as a means of egress.
7. 
Power-operated doors in accordance with Section 1008.1.4.2.
8. 
Doors serving a bathroom within an individual sleeping unit in Group R-1.
9. 
In other than Group H occupancies, manually operated horizontal sliding doors are permitted as a means of egress from spaces with an occupant load of 10 or less.
Doors shall swing in the direction of egress travel where serving an occupant load of 50 or more persons or a Group H occupancy.
2. 
1009.4.2 Riser height and tread depth. Stair riser heights shall be 7 inches (178 mm) maximum and 4 inches (102 mm) minimum. The riser height shall be measured vertically between the leading edges of adjacent treads. Rectangular tread depths shall be 11 inches (279 mm) minimum measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. Winder treads shall have a minimum tread depth of 11 inches (279 mm) measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline and a minimum tread depth of 10 inches (254 mm) within the clear width of the stair. The variation between the depth of adjacent treads or in the height of adjacent risers shall not exceed 3/16 inch in any flight.
Exceptions:
1. 
Alternating tread devices in accordance with Section 1009.10.
2. 
Ship ladders in accordance with Section 1009.11.
3. 
Spiral stairways in accordance with Section 1009.9.
4. 
Aisle stairs in assembly seating areas where the stair pitch or slope is set, for sightline reasons, by the slope of the adjacent seating area in accordance with Section 1028.11.2.
5. 
In Group R-3 occupancies; within dwelling units in Group R-2 occupancies; and in Group U occupancies that are accessory to a Group R-3 occupancy or accessory to individual dwelling units in Group R-2 occupancies; the maximum riser height shall be 73/4 inches (197 mm); the minimum tread depth shall be 10 inches (254 mm); the minimum winder tread depth at the walk line shall be 10 inches (254 mm); and the minimum winder tread depth shall be 6 inches (152 mm). A nosing not less than 3/4 inch (19.1 mm) but not more than 1¼ inches (32 mm) shall be provided on stairways with solid risers where the tread depth is less than 11 inches (279 mm).
6. 
See Section 3404.1 for the replacement of existing stairways.
7. 
In Group I-3 facilities, stairways providing access to guard towers, observation stations and control rooms, not more than 250 square feet (23 m2) in area, shall be permitted to have a maximum riser height of 8 inches (203 mm) and a minimum tread depth of 9 inches (229 mm).
8. 
For alterations or additions to existing residential buildings, the maximum riser height shall be 8¼ inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 0.375 inch.
Exception: When the existing riser height complies with current code.
9. 
For alterations or additions to existing residential buildings, the minimum tread depth shall be 9 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 0.375 inch. Winder treads shall have a minimum tread depth of 10 inches measured as above at a point 12 inches from the side where the treads are narrower. Winder treads shall have a minimum tread depth of 6 inches at any point. Within any flight of stairs, the greatest winder tread depth at the 12-inch walk line shall not exceed the smallest by more than 0.375 inch.
Exception: When the existing tread depth complies with current code.
3. 
1013.3 Opening limitations. Required guards shall not have openings which allow passage of a sphere 4 inches (102 mm) in diameter from the walking surface to the required guard height. Guards shall not have an ornamental pattern that would provide a ladder effect.
Exceptions:
1. 
From a height of 36 inches (914 mm) to 42 inches (1067 mm), guards shall not have openings which allow passage of a sphere 43/8 inches (111 mm) in diameter.
2. 
The triangular openings at the open sides of a stair, formed by the riser, tread and bottom rail shall not allow passage of a sphere 6 inches (152 mm) in diameter.
3. 
At elevated walking surfaces for access to and use of electrical, mechanical or plumbing systems or equipment, guards shall not have openings which allow passage of a sphere 21 inches (533 mm) in diameter.
4. 
In areas which are not open to the public within occupancies in Group 1-3, F, H or S, and for alternating tread devices and ship ladders, guards shall not have openings which allow passage of a sphere 21 inches (533 mm) in diameter.
5. 
In assembly seating areas, guards at the end of aisles where they terminate at a fascia of boxes, balconies and galleries shall not have openings which allow passage of a sphere 4 inches (102 mm) in diameter up to a height of 26 inches (660 mm). From a height of 26 inches (660 mm) to 42 inches (1067 mm) above the adjacent walking surfaces, guards shall not have openings which allow passage of a sphere 8 inches (203 mm) in diameter.
6. 
Within individual dwelling units and sleeping units in Group R-2 and R-3 occupancies, guards on the open side of stairs shall not have openings which allow passage of a sphere 43/8 inches (111 mm) in diameter.
4. 
1013.7 Retaining walls. Guards shall be provided where retaining walls with differences in grade level on either side of the wall in excess of 30 inches are located closer than 2 feet (610 mm) to a walk, path, parking lot or driveway on the high side on retaining walls.
5. 
1029.5.3 Projections into required side and rear yards. Window wells which do not extend more than three (3) feet above the level of the ground may project into a required yard, provided these projections be distant at least three (3) feet from the adjacent side lot lines.
6. 
1029.5.4 Fall protection. Fall protection shall be installed in accordance with 1806.0, et seq.
J. 
Amendments To Chapter 16 — 2009 International Building Code — Chapter 16-Structural Design.
1. 
1612.3 Establishment of flood hazard areas. To establish flood hazard areas, the applicable governing authority shall adopt a flood hazard map and supporting data. The flood hazard map shall include, at a minimum, areas of special flood hazard as identified by the Federal Emergency Management Agency in an engineering report entitled "The Flood Insurance Study for St Louis County, Missouri," dated March 9, 1978, as amended or revised with the accompanying Flood Insurance Rate Map (FIRM) and Flood Boundary and Floodway Map (FBFM) and related supporting data along with any revisions thereto. The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section.
2. 
1613.5.1 Acceleration parameters. The earthquake spectral response acceleration at short periods (SS) shall be 0.54g. The earthquake spectral response acceleration at 1-second periods (S1) shall be 0.18g.
K. 
Amendments To Chapter 18 — 2009 International Building Code — Chapter 18-Soils And Foundations.
1. 
1808.1.1 Minimum foundation wall reinforcement. Every concrete foundation wall that is eight inches or more in width shall contain a minimum of 2 #4 reinforcing bars located at the top of the foundation and 2 #4 reinforcing bars located at the bottom of the foundation wall. Openings in foundation walls shall have a minimum of 2 #4 reinforcing bars located at the header of the opening.
2. 
1809.4.1 Footing reinforcement. Every concrete spread footing that is sixteen inches or more in width shall contain a minimum of 2 #4 reinforcing bars located in the bottom one-third of the footing and a minimum of 2 inches from the bottom of the footing.
3. 
1809.5 Frost protection. Except where otherwise protected from frost, foundation walls, piers and other permanent supports of buildings and structures shall be protected from frost by one or more of the following methods:
1. 
Extending a minimum of 30 inches (762 mm) below the finish grade;
2. 
Constructing in accordance with ASCE-32; or
3. 
Erecting on solid rock.
Exception: Freestanding buildings meeting all of the following conditions shall not be required to be protected:
1.
Assigned to Occupancy Category I, in accordance with Section 1604.5;
2.
Area of 100 square feet or less; and
3.
Eave height of 10 feet (3048 mm) or less.
Shallow foundations shall not bear on frozen soil unless such frozen condition is of a permanent character.
L. 
Amendments To Chapter 30 - 2009 International Building Code - Chapter 30-Elevators And Conveying Systems.
SECTION 3009 EXISTING ELEVATORS AND ESCALATORS
3009.1 Referenced standard. All existing elevators and escalators shall conform to ASME A17.3.
M. 
Amendments To Chapter 31 - 2009 International Building Code - Chapter 31-Special Construction.
1. 
3103.5 Bond. The code official may require a permit applicant to post a performance bond, prior to issuance of the permit, to guarantee that the area is restored to its original condition or better. The amount of the bond shall be set by the code official based on the cost of the restoration.
2. 
3103.6 Design features. All temporary structures shall conform to the structural strength, fire safety, means of egress, accessibility, light, ventilation and sanitary requirements of this code as necessary to insure the public health, safety and general welfare.
3. 
3103.7 Location. Temporary structures shall be located in accordance with the requirements of Tables 602 and 602.4 based on the fire-resistance rating of the exterior walls for the proposed type of construction.
4. 
3103.8 Flame-resistant treatment. Before a permit is granted, the owner or agent shall file with the code official a certificate executed by an approved testing laboratory, certifying that the tents, canopies and membrane structures and their appurtenances, sidewalls, drops and tarpaulins, and bunting, shall be composed of flame-resistant material or shall be treated with a flame retardant in an approved manner and meet the requirements for flame resistance as determined in accordance with NFPA 701, and that such flame resistance is effective for the period specified by the permit.
5. 
3103.9 Label. Membrane structures, tents or canopies shall have a permanently affixed label bearing the identification of size and fabric or material type.
6. 
3103.10 Certification. An affidavit or affirmation shall be submitted to the code official and a copy retained on the premises on which the tent or air-supported structure is located. The affidavit shall attest to the following information relative to the flame resistance of the fabric:
1. 
Names and address of the owners of the tent, canopy or air-supported structure.
2. 
Date the fabric was last treated with flame-resistant solution.
3. 
Trade name or kind of chemical used in treatment.
4. 
Name of person or firm treating the material.
5. 
Name of testing agency and test standard by which the fabric was tested.
7. 
3103.11 Anchorage. All temporary structures shall be anchored to the ground to resist the wind loads prescribed by Section 1609 of this code. At the discretion of the code official, the anchorage system shall be designed by a registered design professional.
8. 
3103.12 Means of egress. Temporary structures shall conform to the means of egress requirements of Chapter 10 and shall have a maximum exit access travel distance of 100 feet.
9. 
3103.14 Health inspections. All temporary structures that serve food shall be inspected by the St. Louis County Department of Health.
10. 
3107.1 General. Signs shall be designed, constructed and maintained in accordance with the sign code.
11. 
SECTION 3111 ANTENNAS
3111.1 Location of antennas. Antennas may be roof mounted, wall mounted, or freestanding.
3111.1.1 Roof-mounted antennas. Antennas shall not be erected so as to injure the roof covering, and when removed from the roof, the roof covering shall be repaired to maintain weather and water tightness. The installation of any antennal structure mounted on the roof of a building shall not be erected nearer to the lot line than the total height of the antennal structure above the roof, nor shall such structure be erected near electric power lines. All roof-mounted antennas shall be located so as not to be visible from the public right-of-way.
3111.1.2 Wall mounted antennas. Antennas shall not be erected so as to injure the wall covering, and when removed from the wall, the wall covering shall be repaired to maintain weather- and watertightness. The installation of any antennal structure mounted on a wall shall not be erected nearer to the lot line than the total height of the antennal structure above the ground, nor shall such structure be erected near electric power lines. All wall-mounted antennas shall be located so as not to be visible from the public right-of-way.
3111.1.3 Freestanding antennas. The installation of any antennal structure shall not be erected nearer to the lot line than the total height of the antennal structure. Antennal structures shall not be erected nearer an overhead electric power line than the total height of the antennal structure. Antennal structures shall not be located in the front yard as defined in the Zoning Ordinance.
3111.2 Permits required. A permit shall be required for all antennal structures. The application shall be accompanied by detailed drawings of the structure, methods of anchorage for roof or wall structures, and foundation drawings for freestanding structures. All connections to the roof or wall structure shall be properly flashed to maintain watertightness.
3111.3 Permits. The approval of the code official shall be secured for all antennal structures erected on the roof of or attached to any building or structure. Antennas shall be subject to the structural provisions of Sections 1608 and 1609.
N. 
Amendments To Appendix A — 2009 International Building Code-Appendix A-Employee Qualifications.
Appendix A — Employee qualifications is deleted in its entirety.
O. 
Amendments To Appendix B — 2009 International Building Code-Appendix B-Board Of Appeals.
Appendix B — Board of Appeals is adopted with the following amendments:
APPENDIX B BOARD OF APPEALS
AB101.1 Application for appeal. Any person shall have the right to appeal a decision of the code official to the Board of Appeals. An application for appeal shall be based on a claim that the true intent of this code or the rules legally adopted thereunder have been incorrectly interpreted, the provisions of this code do not fully apply, or an equivalent form of construction is to be used.
AB101.2 Membership of the Board. The Board of Appeals shall consist of the five duly appointed members (or alternates) of the Board of Adjustment as referenced in the Code of Oakland.
AB101.2.3 Rules and procedures. The board is authorized to establish policies and procedures necessary to carry out its duties.
AB101.2.3.1 Expert Testimony. The board may solicit expert testimony from qualified witnesses as it deems necessary to render a decision.
AB101.2.5 Disqualification of Member. A member shall not hear an appeal in which that member has any personal, professional or financial interest.
AB101.3 Notice of Meeting. The board shall meet upon notice from the Chairman, within sixty days of the filing of an appeal, or at stated periodic meetings.
AB101.3.1 Open Hearing. All hearings before the board shall be open to the public. The appellant, the appellant's representative, the Building Commissioner and any person whose interests are affected shall be given an opportunity to be heard.
AB101.3.3 Postponed Hearing. When five members are not present to hear an appeal, either the appellant or the appellant's representative shall have the right to request a postponement of the hearing.
AB101.4 Board Decision. The board shall modify or reverse the decision of the code official by a concurring vote of four (4) members.
AB101.4.1 Resolution. The decision of the board shall be in writing.
AB101.4.2 Administration. The Code Official shall take immediate action in accordance with the decision of the board.
AB101.5 Appeals of Board Decisions. Any person or persons jointly or severally aggrieved by any decision of the Board of Appeals, or any officer, department, board or bureau of the City, may present to the Circuit Court of St. Louis County, Missouri, a petition, duly verified, setting forth that such decision is illegal, in whole or in part, and specifying the grounds of illegality. Such petition shall be presented to the court within thirty (30) days after the filing of the decision in the office of the Board.
P. 
Amendments To Appendix D — 2009 International Building Code — Appendix D-Fire Districts.
Appendix D — Fire Districts is deleted in its entirety.
Q. 
Amendments To Appendix J — 2009 International Building Code — Appendix J-Grading.
Appendix J — Grading is adopted with the following amendment:
APPENDIX J GRADING
1. 
SECTION J112 FINAL GRADING AND VEGETATION
J112.1 Final Grade. All lots shall have a final grade and be vegetated to allow for maintenance of the lot. The lot shall be graded to a mowable (not brush hog) condition and vegetated to prevent an erosive condition.
J112.2 Maintainability of Lot. In order for a lot to be in a mowable condition the lot shall be free of debris, noxious vegetation and other detrimental obstructions. The lot shall be graded so that a standard lawn mower can be used to maintain the lot.
J112.3 Failure to Properly Grade and Vegetate. In the event that a site is found to be unsafe and/or unhealthy, the City may restore the site to a reasonable condition by causing the lot to be graded and vegetated to a mowable (not brush hog) condition. Should such action be necessary, a lien may be placed against the property in accordance with the Municipal Code.
Exception: In an emergency, the City may cause abatement of the violation without notice.
R. 
New Appendix L — 2009 International Building Code — Appendix L-Use Of Explosives.
APPENDIX L USE OF EXPLOSIVES
1. 
SECTION AL101 GENERAL
AL101.1 Explosives. For the purposes of construction or demolition, explosives shall not be stored, transported through, or used for any purpose within the City limits unless approved in writing by the Director of Public Works or his designee.
S. 
New Appendix M — 2009 International Building Code — Appendix M-Lighting Limits.
APPENDIX M LIGHTING LIMITS
1. 
SECTION AM101 GENERAL
AM101.1 General. These provisions shall be applicable to both exterior lighting and interior lighting that spills to the exterior of the building.
2. 
SECTION AM102 MAXIMUM LIGHTING LIMITS
AM102.1 The level of lighting from any source shall not exceed 0.5 footcandles at any residential property line or 1.0 footcandle at any non-residential property line.
For the purposes of this provision, roadways shall be considered non-residential property lines.
AM102.2 Maximum lighting limits from any source must meet the standard set forth in Section AM102.1 at any height along the property line.
3. 
SECTION AM103 SHIELDING/DIRECTING OF LIGHTS
AM103.1 All light in excess of the lighting limits established in AM102.1 shall be directed toward the earth's surface and away from adjacent property. Direction shall be by methods including but not limited to shielding, shading or use of adjustable reflectors.
AM103.2 Facilities which may require floodlighting may not arrange the light in such a way that it will shine towards roadways, onto adjacent residential property or residential use property or into the night sky in excess of the lighting levels herein established in Section AM102.1.
4. 
SECTION AM104 LIGHTS ON POLES
AM104.1 Lights on poles shall not be taller than the building whose area they illuminate nor taller than twenty-five (25) feet, whichever is shorter.
Exception: These provisions shall not be applicable to any installation by a governmental agency or public utility.
T. 
New Appendix O — 2009 International Building Code — Appendix O-Fee Structure.
APPENDIX O FEE STRUCTURE
1. 
SECTION AO101 FEE SCHEDULE
AO101.1 Payment of fees. A permit shall not be valid until the fees prescribed by law have been paid, nor shall an amendment to a permit be released until the additional fee, if any, has been paid. All fees shall be paid in accordance with the code enforcement fee schedule.
2. 
SECTION AO102 VIOLATIONS AND PENALTIES
AO102.1 Violations and Penalties. Any person who shall violate a provision of this code or shall fail to comply with any of the requirements thereof or who shall erect, construct, alter or repair a building or structure in violation of an approved plan or directive of the Code Official or of a permit or certificate issued under the provisions of this code shall be guilty of an ordinance violation, punishable by a fine of not more than one thousand dollars ($1,000.00) or by imprisonment not exceeding ninety (90) days, or both such fine and imprisonment. Each day that a violation continues after due notice has been served shall be deemed a separate offense.
AO102.2 Work commencing before permit issuance. Any person who commences any work on a building, structure, electrical, gas, mechanical, plumbing, or fire protection system before obtaining the necessary permits shall be subject to, in addition to any court-imposed fines or costs, a penalty that is double the total regular calculated permit fee, including inspections (permit fees plus inspection fees times 2).
AO102.3 Certain Violation Not Corrected; Removal by City; Special Tax Bill. After the expiration of ten days after date of the notice of violation, if the violations are not removed from the lot, the Building Commissioner shall have the violation removed therefrom, keeping an accurate record of the expense of all labor and material used in such removal as to each lot. He shall report such expense to the Board of Aldermen, certifying to the correctness thereof, showing the lot by lot and block numbers or other legal description, and the date or dates on which the removal occurred, and the name and address of the owner, lessee, occupant or other person exercising control of the lot. Upon receipt by the Board of Aldermen of that report, the Board of Aldermen shall assess against each lot concerned a special assessment or tax equivalent to the expense incurred in removing the violation therefrom, including administrative costs in the amount of forty dollars ($40.00), and shall direct the City Clerk to issue a special tax bill therefor, against each such lot. Such special tax bill shall be due and payable thirty (30) days after its date, shall bear interest at the rate of eight percent (8%) per annum from and after thirty (30) days after its date, and shall be a lien against the lot against which it is issued until paid.
3. 
SECTION AO104 REFUNDS
AO 104.1 Refunds. Unless provided for in other provisions of this code, written requests for refunds shall be reviewed for merit and issued when deemed appropriate.
U. 
New Appendix P — 2009 International Building Code — Appendix P-No Permit When Monies Due The City.
APPENDIX P MONIES DUE THE CITY
1. 
SECTION AP101 NO PERMIT WHEN MONIES DUE THE CITY
AP101.1 No Permit to be Issued When Monies Due the City. The Code Official shall not issue a permit to any applicant, as defined herein, who owes any tax, fee, bill, debt, or other monetary obligation to the City of Oakland until such outstanding tax, fee, bill, debt, monetary obligation or lien is paid to the satisfaction of the City Manager or the City Manager's designee.
2. 
SECTION AQ102 PERMIT SUSPENSION AND RENEWAL
AQ102.1 Suspension of permit. Any permit issued shall become invalid if the authorized work is not commenced within six months after the date of issuance or if the authorized work is suspended or abandoned for a period of six months. Suspension or abandonment shall be evidenced by the fact that no inspection has been requested, conducted and approved within 6 months of the last recorded inspection.
AQ102.2 Expiration of permit, and exterior completion deadline. For purposes of this Section AQ102 et seq., the following terms shall have the following meanings:
IMPROVEMENT. Any work requiring a building permit.
IMPROVEMENT, MAJOR. Any work requiring a building permit with an improvement value of 1 million dollars ($1,000,000.00) or more.
AQ102.3 Permit refund. No refund of permit or inspection fees shall be made without cause.
AQ102.4 Permit Void. Any permit issued shall become void and invalid if the authorized work on the building is not completed within twelve (12) months from the date of issuance for improvements or twenty-four (24) months for major improvements. Extensions may be granted for cause.
AQ102.5 Permit Renewal. Once a building permit becomes void and invalid, a permit renewal shall be required, and all work shall cease until a renewal permit is issued. The permit renewal fee shall be equal to one hundred percent (100%) of the original permit fees plus original inspection fees. The renewal shall extend the permit for twelve (12) months from the date of issuance of the renewal permit in the case of an improvement, and for twenty-four (24) months in the case of a major improvement. This renewal fee is non-refundable.
V. 
New Appendix R — 2009 International Building Code — Appendix R-Exterior Properties.
APPENDIX R EXTERIOR PROPERTIES
SECTION AR101 DRIVEWAYS
AR101.1 Maximum slope. The maximum slope of a driveway shall be fifteen percent (15%). [This provision shall be applicable to new or expanded driveways.]
AR101.2 Scraping the bottom of the vehicle. Driveways shall be designed so that at any point along the driveway, including the apron, the bottom of the vehicle with a minimum ground clearance of six (6) inches measured at any point on the vehicle does not scrape the driveway.
AR101.3 Stormwater runoff. Driveways shall be designed so that stormwater is not directed onto adjacent properties or to any structure on the property.
AR101.4 Driveway surfaces. Driveway surfaces shall be concrete, bituminous or similar materials.
Exception:
1. 
An existing gravel driveway may continue to be used, provided the driveway is not enlarged.
2. 
Any gravel from any driveway that causes a nuisance by flowing onto adjoining property of the street shall be surfaced as provided above.
3. 
New gravel driveways may be permitted on single-family residential lots when the slope of the driveway does not exceed 3% as measured from the intersection of the driveway with the front property line.
4. 
Gravel driveways shall be designed in such a manner that no mud, gravel or similar materials will be deposited onto the street by any means, including but not limited to water flow or vehicle tires.
5. 
Gravel driveways shall be engineered systems and, at a minimum, be contained to the designated driveway area by a suitable means.
6. 
Gravel driveways shall be properly maintained.
7. 
That portion of the driveway that is located in the public right-of-way shall be concrete, asphalt, or other such material acceptable to the Director of Public Works.
AR101.4.1 Concrete driveway surfaces. Concrete driveways shall be a minimum of 3½ inches thick.
AR101.4.2 Bituminous (asphalt) driveway surfaces. Bituminous (asphalt) driveways shall be a minimum of 3 inches thick.
Exception: Bituminous (asphalt) driveways may be reduced to 2½ inches when placed over a minimum 4-inch rock base.
AR101.4.3 Variation. The Building Commissioner may approve variations from the above upon finding that the proposed installation will adequately address issues, including, but not limited to, stormwater runoff and the general welfare of the community. Driveway surfaces made of materials including but not limited to rock, chat and/or stone shall not be used unless the rock, chat, and/or stone is part of an engineered grid system where the grid is the structural portion of the driveway and the stone is used only for filler or drainage purposes.
W. 
New Appendix S - 2009 International Building Code - Appendix S-Noise.
APPENDIX S NOISE
1. 
SECTION AS101 NOISE
AS101.1 NOISE. It shall be unlawful for any person to operate any equipment on any construction site if the operation of that device emits noise measured at the lot line of the construction site in excess of the following:
OSHA Daily Permissible Noise Level Exposure
Hours Per Day
Sound Level
(decibels)
8
90
6
92
4
95
3
97
2
100
1.5
102
1
105
.5
110
.25 or less
115
AS101.2 No activity as measured along a residential property may generate noise greater than 70 dB as measured at the residential property line without cause.
AS101.3 Construction Activity. Construction and maintenance activities during those times that construction activities are permitted are not to exceed the noise level exposures as outlined in AS101.1.
Exception: Activities during times of an emergency nature.
X. 
New Appendix V — 2009 International Residential Code — Appendix V-Hours of Construction.
APPENDIX V HOURS OF CONSTRUCTION
SECTION AV101 HOURS OF CONSTRUCTION
AV101.1 Definitions.
CONSTRUCTION.
Any activity related to the improvement of a property, including but not limited to the mobilization of equipment, starting of generators, delivery of materials, grading, demolition, and/or erection of a structure whether in whole or in part.
LEGAL HOLIDAY.
New Years' Day, Martin Luther King's Birthday (celebrated), Presidents Day, Memorial Day, Fourth of July, Labor Day, Thanksgiving Day, Christmas Day.
AV101.2 Construction — Permission Required. No person, firm or corporation shall, without the written permission of the Code Enforcement Officer or his/her duly authorized representative, engage in any construction activity or any facet thereof, within the City of Oakland, except during the hours of 7:00 A.M. to 8:00 P.M., local time, Mondays through Fridays, and 9:00 A.M. to 5:00 P.M. on Saturdays, and 10:00 A.M. to 4:00 P.M. on Sundays and legal holidays. All times are local.
In case of emergency or extreme hardship, a permit may be granted by the Mayor or the Mayor's designee allowing construction work at other times for periods not to exceed two (2) consecutive days per project. In no event shall an emergency or hardship permit be extended beyond a cumulative total of more than ten (10) days per project.
[Ord. No. 863, 4-9-2018]
Y. 
New Appendix W — 2009 International Building Code — Appendix W-Site Work.
APPENDIX W SITE PLAN
SECTION AW101 SITE PLAN
AW101.1 Application. The provisions of this appendix shall control the design, construction and maintenance of one- and two-family dwelling sites.
AW101.2 Contents of site plan. A site plan shall contain the information necessary to determine compliance with the ordinances of the City of Oakland.
AW101.3 Registered land surveyor. A registered land surveyor may be required by the Code Official when deemed necessary.
Z. 
New Appendix X — 2009 International Building Code — Appendix X-Generators.
APPENDIX X SUPPLEMENTAL GENERATOR REGULATIONS
SECTION AX101 SUPPLEMENTAL GENERATOR REGULATIONS
1. 
AX101.1. Definitions.
PERMANENT GENERATOR.
A generator that is permanently interconnected with the electric components of the building and intended to provide temporary power in the event of a primary power outage. A permanent generator may be served by the natural gas system of the building.
PORTABLE GENERATOR.
A generator that is intended to be moved from place to place and remains in service for no longer than the duration of the power outage.
PRIMARY FUEL SOURCE.
The main fuel source of the building, including but not limited to a natural gas system.
PRIMARY POWER SOURCE.
The main power source of the building, including but not limited to an electrical system.
SECONDARY FUEL SOURCE.
A non-primary fuel source of the building, including but not limited to liquid petroleum gas, gasoline, and kerosene.
2. 
AX101.2 General.
AX101.2.1 Power source. Generators, whether permanent or portable, shall only be used as a secondary source of power to any structure.
AX101.2.2 Partial power. A generator may provide power to all or part of the structure.
AX101.2.3 Sizing. Generators shall be properly sized for the electrical devices served.
AX101.2.4 Propane gas [Liquid Petroleum Gas (LPG)]. When liquefied petroleum gas is used as a fuel source, tanks shall be located in the rear yard and in compliance with the Fire Code.
AX101.2.5 Extension cords. Extension cords shall be properly sized for the devices served. Extension cords shall not be used as a permanent source of power distribution.
AX101.2.6 Article 445. Generators and their associated wiring and equipment shall also comply with the applicable provisions of the Electrical Code and the Mechanical Code.
3. 
AX101.3 Portable generator. No portable generator shall be connected to a permanent fuel source or interconnected with a primary power source.
4. 
AX101.4 Permanent generator.
AX102.3.1 Concrete pad. A permanent generator shall be installed on a concrete pad or similar hard surface.
AX102.3.2 Primary fuel and power source. A permanent generator can be interconnected with the primary power source of the structure. The fuel source of a permanent generator can be a primary or secondary fuel source. Connection to the primary fuel source shall only be permitted when the permanent generator is interconnected with the primary power source.
5. 
AX101.5 Permit.
AX101.5.1 A permit shall be required as follows for the installation of a permanent generator.
AX101.5.1.1 Electrical permit. An electrical permit shall be required when a generator is permanently connected to the primary electrical power source of the structure.
AX101.5.1.2 Permit application. The application for a permit to install a permanent generator shall include documentation that the permanent generator will not cause a noise in excess of 70 decibels (dB) as measured at any height along the property line. Documentation may include but not be limited to engineering studies based on distances from property lines or the location and type of sound barriers.
AX101.5.2 A permit is not required for a portable generator, provided that the installation, maintenance and use of a portable generator or its appurtenances shall comply with the provisions of AX101.6, AX101.7 and AX101.8.
6. 
AX101.6 Separation distances.
AX101.6.1 Generators - Locations permitted. Generators may be located only in a side or rear yard as provided for in the Zoning Code.
AX101.6.2 Exhaust - distance from property line and building. Exhaust discharge points shall be located so as not to negatively impact adjoining public and private properties.
7. 
AX101.7 Enclosures. No generator shall be installed in a manner that creates a health or fire hazard or any other nuisance.
AX101.7.1 Garages, basements, fenced areas. No generator shall be located within an enclosed structure. An enclosed structure shall include, but not be limited to, a house, basement, garage (attached or detached), or a fenced area that does not provide an adequate means for dispersing the exhaust.
AX101.7.2 Carports and gazebos. A generator may be located under an unenclosed structure, including but not limited to a carport or gazebo, provided that an adequate means for dispersing the exhaust is provided and the required clearance to combustibles are met.
AA. 
New Appendix Y — 2009 International Building Code — Appendix Y-Construction Sites.
APPENDIX Y CONSTRUCTION SITES
1. 
SECTION AY101 PURPOSE.
AY101.1 PURPOSE. The purpose of this provision is to ensure construction sites are maintained in a condition that provides for the general health, safety and welfare of the public by regulating, controlling, preventing, reducing and eliminating the dumping or depositing of garbage, litter, debris or waste material at construction sites or buildings under construction and areas adjacent thereto; requiring builders and/or owners to restore building sites upon completion of construction; preventing, reducing and eliminating the dumping or depositing of debris, dust, sand or mud on streets; preventing, reducing and eliminating erosion during and after the construction process; and generally ensuring that good construction practices are in place.
2. 
SECTION AY102 DEFINITIONS.
AY102.1 DEFINITIONS. Only for the purpose of the requirements contained in this Appendix Y, the following terms shall have the definitions assigned herein:
1.
CONTRACTOR. Any person or corporation, including the owner of the property, responsible for construction activity.
2.
DUMPSTER. Any receptacle used for the temporary storage of waste.
3.
EQUIPMENT. Includes but is not limited to hoists, vehicles, trailers (equipment, storage (PODs), and personnel), backhoes, bobcats, concrete forms and, in general, equipment used for construction or demolition projects.
4.
MATERIALS. Includes but is not limited to studs, joists, drywall and, in general, materials used for construction.
5.
PUBLIC PROPERTY. Includes but is not limited to streets, highways, sidewalks, tree lawns, public and private rights-of-way.
6.
SITES. Includes but is not limited to locations where construction and demolition activities are present.
7.
SPOILAGE. Includes but is not limited to mud, dirt, rock, gravel and sand.
8.
WASTE. Includes but is not limited to construction waste, rubbish, garbage, litter and yard waste.
3. 
SECTION AY103 DUMPSTERS.
AY103.1 DUMPSTERS.
AY103.1.1 Dumpsters required upon sites. All sites upon which construction or demolition activities will generate any waste shall be equipped with adequate and suitable dumpsters for the deposit of such waste. All waste generated by construction or demolition activities shall be deposited into the required dumpsters and shall not be allowed to accumulate upon the site.
AY103.1.2 Size of dumpsters. Dumpsters shall be of sufficient size and dimensions to adequately contain all waste at the site.
AY103.1.3 Unrelated waste. Each site shall be provided with its own dumpsters. Only waste material that is related to the site shall be deposited in the dumpsters.
AY103.1.4 Covers required. All dumpsters located on the site or on public property shall be equipped with a cover or similar means to ensure that the contents of the dumpster remain in the dumpster.
AY103.1.5 Containers to be emptied periodically. Dumpsters shall be emptied at periodic intervals to prevent overloading, the scattering of materials contained therein, noxious odors and/or other nuisances.
AY103.1.6 Placement upon construction site. Dumpsters shall be located completely on the site rather than on streets, highways or public property. When it is not practical to place dumpsters on the site, a permit shall be obtained from the Director of Public Works prior to the placement of the dumpster on public property.
AY103.1.7 Dumpsters on public property overnight. When it is necessary to leave a dumpster overnight and unattended, approved warning devices shall be installed when required by the Director of Public Works, to warn oncoming traffic of its location.
AY103.1.8 Dumpsters on public property or public right-of-way. Any dumpster that is placed on public property or in the public right-of-way shall obtain a permit from the Department of Public Works.
4. 
SECTION AY104 WASTE.
AY104.1 WASTE.
AY104.1.1 Waste to be placed in dumpsters. All waste shall be placed within approved dumpsters or similar receptacles. Dumpsters shall not be overloaded.
Exception: Waste that is removed daily.
AY104.1.2 Yard waste. Yard waste shall not be commingled with other waste.
AY104.1.3 Cleanliness of site. The site shall be maintained free of all waste.
AY104.1.4 Failure to maintain site free of waste. If the contractor fails to maintain the site free of waste to the satisfaction of the City, the City may declare the site to be a public nuisance. Failure to maintain a site free of waste shall constitute a public nuisance pursuant to Section 31.010 of the Code of Webster Groves. The contractor shall be subject to penalties under the provisions of Section AO102, and the City may also pursue abatement of the nuisance in accordance with Chapter 31 of the Code of Webster Groves.
AY104.1.8 Burning. Construction waste shall not be burned on site in lieu of removal.
5. 
SECTION AY105 MUD ON STREETS
AY105.1 MUD ON STREETS.
AY105.1.1 Spoilage on street. When construction practices or spillage from a site causes any spoils to spill on a public or private road, sidewalk or public property, such nuisance shall be removed by street cleaning (not flushing) before the end of each working day.
AY105.1.2 Failure to clean street/sidewalk. If the contractor fails to clean the street and/or sidewalk to the satisfaction of the City, the City may declare the site a public nuisance. Failure to clean a street or sidewalk shall constitute a public nuisance pursuant to the Code of Oakland. The Contractor shall be subject to penalties under the provisions of this Code, and the City may also pursue abatement of the nuisance in accordance with the Code of Oakland.
6. 
SECTION AY106 PUBLIC PROPERTY
AY106.1 PUBLIC PROPERTY.
AY106.1.1 Use of public property. The use of public property for the storage of equipment, materials and spoilage is prohibited.
Exception: Uses approved by the Code Enforcement Officer.
AY106.1.2 Maintain streets and sidewalks free of obstructions. All streets and sidewalks located on sites and on public property shall be maintained free from obstructions.
Exception: Uses approved by the Code Enforcement Officer.
AY106.1.3 Damage to streets and sidewalks. Should damage occur to utilities and/or public property, including but not limited to streets, curbs, gutters, tree lawns, sidewalks and utilities (overhead and underground), damage shall be repaired or replaced immediately.
Exception: Damage that has not created an eminent danger or caused the absence of essential services may be delayed. However, all damage shall be repaired or replaced prior to the completion of the project.
AY106.1.4 Repairs to meet City specifications. All repairs to and replacements of utilities and work on public property shall be completed in accordance with accepted engineering practices and the standards and specifications of the City of Oakland.
AY106.1.5 Failure to repair damage. Failure to repair damage shall constitute a public nuisance pursuant to the Code of Oakland. Failure to repair damage to a street or sidewalk shall constitute a public nuisance pursuant to the Code of Oakland. The contractor shall be subject to penalties under the provisions of Section AO102, and the City may also pursue abatement of the nuisance in accordance with the Code of Oakland.
7. 
SECTION AY109 TOILET FACILITIES
AY109.1 TOILET FACILITIES.
AY109.1.1 When required. Portable toilets shall be provided when adequate toilet facilities are not provided for on site and within 300 feet of the work area.
AY109.1.2 Location of portable toilets. Portable toilets shall be located on the site and not on public property. Portable toilets shall be located a minimum of 15 feet from all curblines, ten feet from side property lines, and at such locations so as to minimize adverse aesthetic conditions. The doors shall not face any street or adjacent property line.
AY109.1.3 Servicing. Portable toilets shall be serviced at regular intervals.
AY109.1.4 Portable toilets to be locked after hours. All portable toilets must be locked and secured from tipping over when no construction or demolition activity is present.
8. 
SECTION AY110 Intentionally left blank.
9. 
SECTION AY111 PARKING OF CONSTRUCTION VEHICLES AND EQUIPMENT
AY111.1 PARKING OF CONSTRUCTION VEHICLES AND EQUIPMENT.
AY111.1.1 Overnight parking/storage of vehicles and equipment on streets. No construction vehicles or equipment shall be located on the rights-of-way overnight.
Exception: Those uses permitted by the Code Enforcement Officer.
AY111.1.2 Adequate area for construction vehicles and equipment. Each site shall provide sufficient areas on site for all construction vehicles and equipment.
AY111.1.3 On-site Storage of vehicles and equipment. Construction vehicles and equipment shall not be stored on the site unless they are being used or intended for immediate use and are needed for the project. Construction vehicles and equipment should not be staged more than 48 hours before their intended use and must be removed within 48 hours of the end of their intended use.
10. 
SECTION AY112 ABATEMENT OF NUISANCE
AY112.1 NOTIFICATION. Any site determined by the Building Commissioner or his representative to be a public nuisance shall be posted with a written notice describing the nature of the nuisance, the Code section, and a deadline not less than 48 hours or more than 96 hours from the date of posting when the stated nuisance shall be abated.
Exception: Notice is not required for emergency measures as provided for in sections AY104, AY105, and AY106.
AY112.2 CITY ABATEMENT. In the event a duly noticed nuisance is not abated prior to the prescribed deadline, the City may abate same, and the cost thereof shall be levied as a special tax in the manner provided for in the Code of Oakland.
11. 
SECTION AY113 TRAILERS
AY113.1 Construction trailers parked on public property. Trailers that are used for the storage of construction or demolition tools, supplies or materials to be used in connection with construction or demolition activities upon a single-family residential site shall not exceed 1,000 cubic feet if enclosed or 150 square feet if open. All construction trailers shall, to the extent possible, be located on the site rather than on public property. In such cases where the only practical location for such trailers is on public property, the trailer shall be located immediately in front of and adjacent to the site. The trailer shall be located on public property only during the times when the particular contractor utilizing the trailer actually is engaged in construction or demolition activities on the site.
AY113.2 Structures Used as Temporary Facilities. Temporary structures for uses, including but not limited to offices and storage that will be located on private property overnight, shall be properly installed using adequate construction practices, including but not limited to tie-downs, piers, skirting or other methods recommended by the manufacturer and approved by the code official to ensure life safety and not create a blight to the neighborhood.
12. 
SECTION AY114 ATTRACTIVE NUISANCE
AY114.1 ATTRACTIVE NUISANCE. Sites shall be maintained so that they do not create an attractive nuisance.
13. 
SECTION AY115 PROTECTION FOR EXCAVATIONS
AY115.1 EXCAVATION PROTECTION.
AY115.1.1 Excavation protection. Construction fences or similar barriers shall be required for the protection of the public. When an on-site excavation that is 4 feet deep or greater is left open for more than 10 calendar days, the contractor shall provide a construction fence that is not less than 4 feet high protecting the excavation.
AY115.1.2 Site protection. When an excavation is made on public property or within 10 feet of the public property, the excavation shall be protected by a construction fence or similar barrier that is not less than 4 feet high or by an adequate cover.
AY115.1.3 Maintenance of protection. All protection shall be maintained in good condition during the period of construction or demolition.
AY115.1.4 Excavations in public right-of-way left open overnight. When it is necessary to leave an excavation in a public right-of-way open overnight and unattended, barricades with flashing lights shall be placed one at each side of the excavation so that the lights are visible to oncoming traffic. This is in addition to the aforementioned protection.
14. 
SECTION AY116 NOISE. Intentionally left blank.
15. 
SECTION AY117 RESTORATION AND CLEANUP
AY117.1 RESTORATION AND CLEANUP. In the event that a site is abandoned, the City may restore the site to a reasonable condition by causing the lot to be graded and vegetated to a mowable (not brush hog) condition. Should such action be necessary, a lien may be placed against the property in accordance with AY118.3.
16. 
SECTION AY118 VIOLATIONS AND PENALTIES
AY118.1 Violations and Penalties. Any person who shall violate a provision of this Article or shall fail to comply with any of the requirements thereof or who shall erect, construct, alter or repair a building or structure in violation of an approved plan or directive of the Building Commissioner or of a permit or certificate issued under the provisions of this Article, shall be guilty of an ordinance violation, punishable by a fine of not more than one thousand dollars ($1,000.00) or by imprisonment not exceeding ninety (90) days, or both such fine and imprisonment. Each day that a violation continues after due notice has been served shall be deemed a separate offense.
AY118.2 Work commencing before permit issuance. Any person who commences any work on a building, structure, electrical, gas, mechanical, plumbing, or fire protection system before obtaining the necessary permits shall be subject to, in addition to any court-imposed fines or costs, a permit fee that is double the total regular calculated permit fee, including inspections.
AY118.3 Certain Violation Not Corrected; Removal by City; Special Tax Bill. After the expiration of ten days after date of the notice of violation, if the violations are not removed from the lot, the Building Commissioner shall have the violation removed therefrom, keeping an accurate record of the expense of all labor and material used in such removal as to each lot. He shall report such expense to the Board of Aldermen, certifying to the correctness thereof, showing the lot by lot and block numbers or other legal description, and the date or dates on which the removal occurred, and the name and address of the owner, lessee, occupant or other person exercising control of the lot. Upon receipt by the Board of Aldermen of that report, the Board of Aldermen shall assess against each lot concerned a special assessment or tax equivalent to the expense incurred in removing the violation therefrom, including administrative costs in the amount of forty dollars ($40.00), and shall direct the City Clerk to issue a special tax bill therefor, against each such lot. Such special tax bill shall be due and payable thirty (30) days after its date, shall bear interest at the rate of eight percent (8%) per annum from and after thirty (30) days after its date, and shall be a lien against the lot against which it is issued until paid.
AY118.4 Emergency procedures. Whenever it becomes necessary to abate a nuisance immediately, in order to protect the public health, safety or welfare, the Code Enforcement Officer may abate such nuisance without notice, and he may use any suitable means or assistance for such purpose. The Code Enforcement Officer shall certify the cost of abating such nuisance to the Council, and the Council may by ordinance levy the cost thereof as a special tax against the property on which said nuisance is located, which said tax shall be collected as are other City taxes and shall constitute a first lien on the property until paid.
BB. 
New Appendix Z — 2009 International Building Code — Appendix Z. Intentionally left blank.