4-2-21: BUILDING CODE ADOPTED:
   (A)   Code Adopted: There is hereby adopted by reference as if fully set out herein governing the construction of all nonresidential and multifamily structures, that certain code known as the 2018 International Building Code, first printing, as prepared and published by the International Code Council, Inc., together with the additions, insertions, deletions and changes hereinafter set forth, one copy of which has been for a period of more than thirty (30) days prior to the effective date hereof and now is on file in the Office of the Village Clerk.
   (B)   Amendments To Code: The following additions, insertions, deletions and changes are hereby made to the 2018 International Building Code, first printing:
      1.   Section 101.1 Title: Amend by deleting the words and punctuation marks, "(Name of Jurisdiction)" and insert the words "The Village of Willowbrook".
      2.   Section 101.4.3 Plumbing. Delete in its entirety and in lieu thereof substitute with the following new Section 101.4.3:
         Section 101.4.3 Plumbing. All references within this code to the International Plumbing Code shall be changed to read, "The Illinois Plumbing Code, prepared and published by the State of Illinois Department of Public Health along with Section 405.3, Section 607.2, Chapter 11 and Chapter 12 of the 2018 International Plumbing Code". The provisions of the Illinois Plumbing Code prepared and published by the State of Illinois Department of Public Health, along with Section 405.3, Section 607.2, Chapter 11 and Chapter 12 of the 2018 International Plumbing Code shall apply to the installation, alteration, repair and replacement of plumbing systems, including appliances, fixtures, fittings and appurtenances, and where connected to a water or sewage system and all aspects of a medical gas system.
      3.   Section 105.2 Work exempt from permit. Delete in its entirety.
      4.   Section 105.5 Expirations. Delete in its entirety and in lieu thereof substitute with the following new Section 105.5:
         Section 105.5 Extension and expiration of building permit. If after a building permit required by this chapter shall have been granted, if the operation called for by such permit shall not have been started within six (6) months after the date thereof, such permit shall be void and no operation thereunder shall be begun. Where, under authority of a permit, work has begun and has not been prosecuted for a continuous or cumulative period of six (6) months, all rights under such permits shall thereupon terminate and work can be continued only after application for and issuance of a new permit. Where, under authority of a permit, work has not been completed within eighteen (18) months after the issuance of such permit and an occupancy certificate or certificate of completion issued, all rights under such permit shall thereupon terminate and work can be continued only after application for and issuance of a new permit. The new permit shall only be issued for a period in which to expediently complete the work originally permitted. The completion period of the extended permit shall be approved by the Building Official or his/her designee. The fee for said new permit shall be equivalent to the fee applicable to the original building permit obtained. Failure to complete the originally permitted work prior to the expiration date of the extended permit shall be a violation of this code and punishable in accordance with the provisions of title 1, chapter 4 of the Village Code.
      5.   Section 109.1 Payment of fees. Delete this section in its entirety and in lieu thereof substitute the following new Section 109.1:
      Section 109.1 Payment of fees. A Permit shall not be Issued until the review process has been completed and Approved and the fees prescribed in Title 4, Section 4-2-11 of the Village Municipal Code have been paid and accepted, nor shall an Amendment to a Permit be released until the additional fee, if any, due to an increase of the installation, has been paid and accepted.
      6.   Section 110.3 Required inspections. Amend by adding the following new Sections 110.3.12 and 110.3.13:
         Section 110.3.12 Masonry firebox inspection. Masonry firebox inspections shall be made before flue/chimney installation and after the fireplace firebox and smoke shelf is completed.
         Section 110.3.13 Stocking and training inspection. Stocking and training inspection shall be made after the completion of construction and prior to the installation of any stock, merchandise and non-permanent/movable tenant fixtures and furniture, and prior to the allowance of tenant employee occupancy and/or training.
      7.   Section 113 BOARD OF APPEALS. Delete this section in its entirety and in lieu thereof substitute the following new Section 113:
         Section 113 BOARD OF APPEALS.
         Section 113.1 Application for Appeal: Each owner and occupant who is affected by this section shall have the right to appeal from the decision of the Village made pursuant to this section. All appeals shall be made to the Board of Appeals of the Village of Willowbrook as hereinafter constituted and within ten (10) days after receipt of notice of the decision of the Village.
         Section 113.2 Membership of the Board. The Board of Appeals shall be the Plan Commission of the Village of Willowbrook. A majority of the members of the Plan Commission then holding office shall constitute a quorum.
         Section 113.3 Board actions. All actions of the Board must have the concurrence of a majority of those members then holding office. Action on an appeal brought before the Board may be taken by a written vote of a majority of the members upon each voting member certifying that he has read and considered the transcript of the hearing proceedings held by the Board in his absence.
         Section 113.4 Procedure. The rules of procedure during a hearing on an appeal shall be similar to the procedures for zoning appeals as adopted by the Plan Commission. In any event, all evidence that is relevant and material and of probative value shall be admitted. Hearsay evidence alone shall not support any decision of the Board.
         Section 113.5 Board recommendation. Recommendation to the corporate authorities from the Board shall be made within such time as may be set by the chairman, but, in any event, not later than thirty (30) days after receipt of the transcript of proceedings.
         Section 113.6 Powers of the Board: The Board of Appeals shall have the following powers:
         a.    To make fact findings and to review fact findings of the Village, provided that fact findings of the Village shall be presumed to be correct until rebutted by a clear preponderance of the evidence to the contrary.
         b.    An application for appeal shall be based on a claim that the intent of this code or the rules legally adopted hereunder have been incorrectly interpreted, the provisions of this code do not fully apply, or an equivalent method of protection or safety is proposed. The board shall have no authority to waive requirements of this code.
         Section 113.7 Board review: Within thirty (30) days of the receipt of the recommendations of the Board of Appeals, the corporate authorities shall grant or deny the time extension or variation, or refer the matter back to the Board of Appeals for further consideration. If the Board of Appeals favorably recommends the granting of a time extension or variation, that time extension or variation may be granted by resolution by a majority vote of the corporate authorities. If the Board of Appeals does not favorably recommend the granting of a time extension or variation, that time extension or variation may be granted only by favorable vote of two-thirds (2/3) of the corporate authorities. The corporate authorities shall not grant a time extension or variation unless they have made findings of fact based upon evidence adduced by the hearing held by the Board of Appeals.
      8.   Section 114.4 Violation penalties: Delete this section in its entirety and in lieu thereof substitute the following new Section 114.4:
         Section 114.4 Violation penalties. Any person who shall violate a provision of this section 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 a directive of the Building Official or his/her designee, or of a permit or certificate issued under the provisions of this section shall be punishable by a fine of not less than seventy five dollars ($75.00) nor more than seven hundred fifty dollars ($750.00). Each day that a violation continues shall be deemed a separate offense.
      9.   Section 115.3 Unlawful continuance: Delete this section in its entirety and in lieu thereof substitute the following new Section 115.3:
         Section 115.3 Unlawful continuance: Any person who shall continue any type of work in or about the structure after having been served with a stop work order, except such work as that person is directed by the Building Official or his/her designee to perform to remove a violation or unsafe conditions, shall be liable to a fine of not less than that prescribed by Title 4, Section 4-2-13(B) of the Village Code.
      10.   Section 202 DEFINITIONS. Amend by adding the following new Definition:
         FIRE OFFICIAL/FIRE MARSHAL. The Building Official or his/her designee.
      11.   Section 306.3 Factory Industrial F-2 Low-Hazard Occupancy. Amend by adding the following new Section 306.3.1:
         Section 306.3.1 Classification to F-1 Moderate-Hazard Occupancy. The designation "Group F-2" shall be deleted. All factory industrial uses and occupancies classified as Group F-2 shall be classified as Group F-1. Requirements of this code specified for factory industrial Group F-1 shall apply to all factory industrial use and occupancies.
      12.   Section 307.1 High-hazard Group H. Amend by adding the following at the end of the section:
         "The maximum allowed quantity of Ethylene Oxide in any building and/or structure, regardless of control areas or occupancy classification, shall not exceed 100 lbs. Legal conforming or legal non-conforming uses in effect as of July 10, 2019, which are lawfully permitted to store and/or use Ethylene Oxide in any process, shall not increase the amount of Ethylene Oxide currently utilized and/or stored within the premises. Provided, however, if any such storage and/or use is reduced, after July 10, 2019, then the reduced storage amounts and/or usage amounts shall apply as the then current maximum permissible amount. In the event the storage and/or use of Ethylene Oxide voluntarily ceases for a period in excess of 180 days at any time after July 10, 2019, then the storage and/or use of Ethylene Oxide shall thereafter be prohibited. Outside storage of Ethylene Oxide shall at all times be prohibited."
      13.   Section 310.1 Residential Group R. Amend by adding the following new Section 310.1.1:
         Section 310.1.1 Special Requirements for Use Groups R-1 & R-2: All structures wherein a separate dwelling unit or apartment is located on the second floor or above shall have exterior and load bearing walls constructed of solid masonry. All interior walls thereof separating dwelling units, corridor walls and stairway enclosures, shall be of masonry construction having at least a two (2) hour fire resistance rating. All floors thereof shall be constructed of the precast concrete type, poured concrete type, or similar noncombustible construction having at least a two (2) hour fire resistance rating.
      14.   Section 311.3 Low-hazard storage, Group S-2. Amend by adding the following new Section 311.3.1:
         Section 311.3.1 Classification to Moderate-hazard storage, Group S-1. The designation "Group S-2" shall be deleted. All storage uses and occupancies classified as Group S-2 shall be classified as Group S-1. Requirements of this code for storage Group S-1 shall apply to all storage use and occupancies.
      15.   Section 406.3.2.1 Dwelling Unit Separation. Delete in its entirety and in lieu thereof substitute with the following new Section 406.3.2.1:
         Section 406.3.2.1 Dwelling Unit Separation. The private garage shall be separated from the dwelling unit and its attic area by a minimum 1-hour rated fire barrier, horizontal or vertical, using minimum five-eighths inch (5/8") Type X or equivalent gypsum wallboard. Door openings between a private garage and a dwelling unit shall be equipped with a fire door in compliance with Section 715. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted.
      16.   Section 406.3.2.2 Ducts. Delete in its entirety and in lieu thereof substitute with the following new Section 406.3.2.2.
         Section 406.3.2.2 Ducts. Ducts in a private garage and ducts penetrating the walls or ceilings separating the dwelling unit from the garage shall be encapsulated in construction equal to that of those walls and ceilings, and shall have no openings into the garage.
      17.   Section 415.6.1 Combustible dusts, grain processing and storage: Delete this section in its entirety and in lieu thereof substitute the following new Section 415.6.1:
         Section 415.6.1 Combustible dusts, grain processing and storage: Buildings intended for the purpose of housing combustible dusts or grain are prohibited.
      18.   Section 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS. Amend by adding the following new sections.
         Section 503.1.5.1 Type VB Construction. Buildings of Type VB construction shall be limited to Townhouse and One- and Two-Family Dwellings as regulated by the International Residential Code.
         Section 503.1.5.2 Type VA Construction. Buildings of Type VA construction shall be prohibited in all Occupancy and Use classifications of Group I, Institutional and Group R-4.
      19.   Section 507.3 Non-sprinklered, one story. Delete in its entirety.
      20.   Section 508.3 Non-separated occupancies: Delete this section in its entirety. (All mixed occupancies shall be separated in accordance with Table 508.4)
      21.   508.4.4 Separation. Revise the Section by adding the following to the end of the first sentence:
         ... "However, in all cases Group B Occupancies within fully sprinklered buildings shall be separated from Group F-1 and S-1 Occupancies with 1-hour Fire Barriers. Group B Occupancies within non-sprinklered buildings shall be separated from Group F-1 and S-1 Occupancies with 2-hour Fire Barriers.
      22.   508.4.4 Separation. Add the following exceptions.
         Exception 1. Buildings of Type VA construction shall be separated from other occupancies by a fire barrier complying with Section 707 or horizontal assemblies constructed in accordance with Section 711 or both so as to separate adjacent occupancies.
         Exception 2. Group H-1, H-2, H-3, H-4 and H-5 shall be separated from all other occupancies in accordance with Table 508.4
      23.   Table 508.4. Add the footnote to the table.
         1.
            g.   The 1-hour substitution for fire resistance rating in occupancies protected with an automatic fire sprinkler system shall not be permitted for buildings of Type VA construction.
      24.   Table 601. Delete footnote b in its entirety and in lieu thereof substitute with the following new footnote b.
         b.    Except in Group F-1, H, M, S-1, occupancies and all occupancies within buildings of Type VA construction, fire protection of structural members in roof construction shall not be required, including protection of primary structural frame members, roof framing and decking where every part of the roof construction is 20 feet or more above any floor immediately below. Fire-retardant-treated wood members shall be allowed to be used for such unprotected members.
      25.   Section 602.1 General. Amend by adding the following new sentence to the end of the paragraph:
         ... "For use groups R-1 and R-2 construction see Section 310.1.1 as amended."
      26.   Section 602.3 Type III. Delete in its entirety and in lieu thereof substitute with the following new Section 602.3:
         Section 602.3 Type III. Type III construction is that type of construction in which the exterior walls are of noncombustible materials and the interior building elements are of any material permitted by this code. Fire-retardant-treated wood framing complying with Section 2303.2 shall be permitted within exterior wall assemblies with a 2-hour rating or less. Type III construction shall be permitted for Use Group R-3 structures only.
      27.   Section 603.1 Allowable materials. Amend this section by deleting application number 13 in its entirety. (All blocking and backing shall be non-combustible or pressure impregnated fire retardant treated wood.)
      28.   Section 703.2 Fire-resistance ratings. Delete the first sentence in its entirety contained therein and in lieu thereof substitute with the following new sentence:
         "The fire-resistance rating of building elements shall be determined in accordance with the test procedures set forth in ASTM E 119 and in accordance with Section 703.3."
      29.   Section 703.3 Alternative methods for determining fire resistance. Delete in its entirety and in lieu thereof substitute with the following new Section 703.3:
         Section 703.3 Submittal documents. In addition to the permit submittal requirements specified in Section 106, copies of the system design from Underwriters Laboratories (UL) or other approved, independent testing agency shall be submitted to the Village, or be made a part of the construction plans submitted to the Village, for all required fire-resistance-rated assemblies and firestop systems. Sections 721 and 722 shall only be used to verify compliance of the fire resistance rated assemblies when permitted in writing by the Building Official or his/her designee.
      30.   Section 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS. Amend by adding the following new sections.
         704.1.1. All lightweight and engineered wood floor/ceiling assemblies in Type VA construction shall require a UL fire resistance design or equivalent to achieve a one-hour fire resistance rating.
         704.1.2. All lightweight and engineered wood roof ceiling assemblies in Type VA construction shall require a UL fire resistance design or equivalent to achieve a one-hour fire resistance rating.
      31.   Section 706.3 Materials. Delete in its entirety and in lieu thereof substitute with the following new Section 706.3 Materials:
         Section 706.3 Materials. Fire walls shall be of any approved noncombustible materials.
         Exceptions:
         1.    Buildings of type V construction.
         2.    Use Group R-3: Fire walls shall be constructed of minimum eight inch (8") concrete masonry units when separating all multiple single-family attached dwellings in side-by-side construction.
      32.   Section 708.1 General. Delete Item 2 in its entirety and in lieu thereof substitute the following new Item 2:
         2.    Walls separating tenant spaces.
      33.   Section 708.1 General. Add the following exception at the end of the section:
         "Exception: Group B tenants located in buildings used primarily for office uses may be separated from each other with walls designed as smoke partitions."
      34.   Section 708.3 Fire-resistance rating. Delete in its entirety and in lieu thereof substitute with the following new Section 708.3:
         Section 708.3 Fire-resistance rating. Fire partitions shall have a fire-resistance rating of not less than 1 hour.
         Exception: Walls and floors separating dwelling units or sleeping units in the same building shall be of masonry, poured concrete, precast concrete or similar non-combustible construction having at least a two (2) hour fire resistance rating.
      35.   718.3 Draft stopping in floors shall be amended by adding exception 2.
         Exception 2. Draft stopping materials shall be installed to subdivide floor/ceiling assemblies in all occupancies and buildings of Type VA construction.
      36.   718.4 Draft stopping in Attics. Delete current exception and insert the following exception in lieu thereof.
         Exception: Draft stopping materials shall be installed to subdivide attic spaces in all occupancies and buildings of Type VA construction.
      37.   Section 718.4. Draft stopping in Attics. Amend by adding the following new Section 718.4.2:
         Section 718.4.2 Draft stopping of Overhangs and Soffits. Regardless of requirements elsewhere, overhangs, canopies, exterior soffits and similar structures shall be draft stopped in buildings of all use groups and construction types at intervals not exceeding twenty feet (20') horizontal spacing.
      38.   Section 721 PRESCRIPTIVE FIRE RESISTANCE. Delete in its entirety. Except when permitted in writing by the Building Official or his/her designee.
      39.   Section 722 CALCULATED FIRE RESISTANCE. Delete in its entirety. Except when permitted in writing by the Building Official or his/her designee.
      40.   Section 903.2.1 Group A. Delete in its entirety and in lieu thereof substitute with the following new Section 903.2.1:
         Section 903.2.1 Group A. An automatic sprinkler system shall be provided throughout all buildings containing a Group A occupancy of 2,000 square feet or greater.
         Exceptions:
         1.    Areas used exclusively as participant sport areas where the main floor areas located at the same level as the level of exit discharge of the main entrance and exit.
         2.    Only concession stands, retail areas, press boxes and other accessory use areas in Group A-5 with an area greater than 1,000 square feet shall be required to be provided with an automatic sprinkler system.
         3.    Where the Group A fire area is located on a floor other than a level of exit discharge serving such occupancies.
      41.   Section 903.2.1.1 Group A-1. Delete in its entirety.
      42.   Section 903.2.1.2 Group A-2. Delete in its entirety.
      43.   Section 903.2.1.3 Group A-3. Delete in its entirety.
      44.   Section 903.2.1.4 Group A-4. Delete in its entirety.
      45.   Section 903.2.1.5 Group A-5. Delete in its entirety.
      46.   Section 903.2.1.6 Assembly occupancies on roofs. Delete in its entirety.
      47.   Section 903.2.2 Ambulatory Care facilities. Delete in its entirety and in lieu thereof substitute with the following new Section 903.2.2:
         Section 903.2.2 Group B. An automatic sprinkler system shall be provided throughout all buildings containing a Group B occupancy of 2,000 square feet or greater.
      48.   Section 903.2.3 Group E. Delete in its entirety and in lieu thereof substitute with the following new Section 903.2.3:
         Section 903.2.3 Group E. An automatic sprinkler system shall be provided throughout all buildings containing a Group E occupancy.
      49.   Section 903.2.4 Group F-1. Delete in its entirety and in lieu thereof substitute with the following new Section 903.2.4:
         Section 903.2.4 Group F-1. An automatic sprinkler system shall be provided throughout all buildings containing a Group F-1 occupancy of 2,000 square feet or greater.
      50.   Section 903.2.4.1 Woodworking operations. Delete in its entirety.
      51.   Section 903.2.7 Group M. Delete in its entirety and in lieu thereof substitute with the following new Section 903.2.7:
         Section 903.2.7 Group M. An automatic sprinkler system shall be provided throughout buildings containing a Group M occupancy of 2,000 square feet or greater or where a Group M occupancy is used for the display and sale of upholstered furniture.
      52.   Section 903.2.9 Group S-1. Delete in its entirety and in lieu thereof substitute with the following new Section 903.2.9:
         Section 903.2.9 Group S-1. An automatic sprinkler system shall be provided throughout all buildings containing a Group S-1 occupancy of 2,000 square feet or greater or in buildings with repair garages servicing vehicles parked in basements.
      53.   Section 903.2.9.1 Repair garages. Delete in its entirety.
      54.   Section 903.2.9.2 Bulk storage of tires. Delete in its entirety.
      55.   Section 903.2.10 Group S-2. Delete in its entirety and in lieu thereof substitute with the following new Section 903.2.10:
         Section 903.2.10 Group S-2. An automatic sprinkler system shall be provided throughout all buildings containing a Group S-2 occupancy of 2,000 square feet or greater or where enclosed parking garages are located beneath other groups.
      56.   Section 903.2.10.1 Commercial parking garages. Delete in its entirety.
      57.   Section 903.3 Installation requirements. Delete in its entirety and in lieu thereof substitute with the following new Section 903.3:
         Section 903.3 Installation requirements. Automatic sprinkler systems shall be designed and installed in accordance with Sections 903.3.1 through 903.3.8 and other chapters of this code as applicable, except that flexible sprinkler pipe or tubing shall be prohibited.
      58.   Section 903.3.1.1.1 Exempt locations. Delete Subsection 3 of Section 903.3.1.1.1 in its entirety and in lieu thereof substitute with the following new Subsection 3:
         3.    Generator and transformer rooms separated from the remainder of the building by walls and floor/ceiling assemblies or roof/ceiling assemblies having a fire-resistance rating of not less than 2 hours when approved in writing by the Building Official or his/her designee.
      59.   Section 903.3.1.1.1 Exempt locations. Delete Subsection 4 of Section 903.3.1.1.1 in its entirety and in lieu thereof substitute with the following new Subsection 4:
         4.    In rooms or areas that are of noncombustible construction with wholly non-combustible contents when approved in writing by the Building Official or his/her designee.
      60.   903.3.1.1.1 Exempt locations. Add the following sentence to end of the paragraph:
         Exempt locations shall not be applicable to buildings of Type VA construction.
      61.   903.3.1.1.2 Bathrooms is amended by adding the following new subsection:
         903.3.1.1.2.1. In Group R occupancies in buildings of Type VA construction sprinklers shall be required in all bathrooms regardless of dimensional size or area.
      62.   Section 907.2 Where required - new buildings and structures. Delete this section in its entirety and in lieu thereof substitute the following new Section 907.2:
         Section 907.2 Where required - new buildings and structures. Where required all fire alarm systems shall be installed in accordance with the following:
         a)    An approved manual, automatic, or manual and automatic fire alarm system shall be provided in new buildings and structures in accordance with Sections 907.2.1 through 907.2.23. In all cases an approved automatic fire alarm system shall be provided in buildings of Use Groups A, B, E, I, R-1, R-2, R-3 (where over and under or side-by-side construction is employed), and all buildings of mixed use, regardless of size, and all other principal buildings and individual uses over one (1) story in height or over two thousand (2,000) square feet in area, except Use Group R-4. Where automatic sprinkler protection installed in accordance with Section 903.3.1.1 or 903.3.1.2 is provided and connected to the building fire alarm system, automatic heat detection required by this section shall not be required.
         b)    An approved automatic fire detection system shall be installed in accordance with the provisions of this code and NFPA 72. Devices, combinations of devices, appliances and equipment shall comply with Section 907.1.2. The automatic fire detectors shall be smoke detectors, except that an approved alternative type of detector shall be installed in spaces such as boiler rooms where, during normal operation, products of combustion are present in sufficient quantity to actuate a smoke detector.
         c)    Where automatic sprinklers provide protection to an area, approved flow and tamper switches interconnected to the fire alarm system shall be provided.
      63.   Section 907.2.8.2 Automatic smoke detection system. Amend by adding the following new Sections 907.2.8.2.1 and 907.2.8.2.2:
         Section 907.2.8.2.1. Heat detectors. Heat detectors shall be provided on every floor and in all generally unattended areas such as storage rooms, garages, elevator shafts, laundry rooms, furnace rooms, basements, attic spaces, crawl spaces and similar areas. At least one (1) shall be provided in each living unit near the bedrooms. "Rate of Rise" type heat detectors are not permitted in this application.
         Section 907.2.8.2.2. Detectors within Means of Egress components. Smoke detectors shall be provided in all stairways, exit access hallways and exit passageways.
      64.   Section 907.6.4 Zones. Delete in its entirety, (exclusive of Subsections 907.6.4.1 through 907.6.4.2) and in lieu thereof substitute the following new Section 907.6.4:
         Section 907.6.4 Zones. Each floor shall be zoned separately, and a zone shall not exceed twenty thousand (20,000) square feet in area. The length of any zone shall not exceed two hundred feet (200') feet in any direction, unless otherwise approved by the fire code official.
      65.   Section 907.6.6 Monitoring. Delete this section in its entirety and in lieu thereof substitute the following new Section 907.6.6.
         Section 907.6.6 Monitoring. All fire protection systems shall transmit all alarm signals to the dispatch center serving Tri-State Fire Protection District, which may be routed through any central receiving station. All required fire alarm systems shall transmit alarm, trouble, and where specially permitted, supervisory signals (specifically where only allowed by the fire official) to a 24-hour monitoring company or Addison Consolidated Dispatch Center. Installation shall be in accordance with NFPA 72.
         Exception: Supervisory service is not required for:
         1.    Single- and multiple-station smoke alarms required by Section 907.2.10.
         2.    Smoke detectors in Group I-3 occupancies.
         3.    Automatic sprinkler systems in one- and two-family dwellings.
      66.   Section 912.1 Installation. Amend by adding the following new sentences to the end of the paragraph:
         ... "In all cases a Fire Department Connection with a five inch (5") Storz inlet shall be provided. Where the existing fire department connection is not a 5" Storz type connection, it must be replaced with a 5" inch Storz connection. Any new installation of the Storz connection shall be between 36" and 48" above finished grade. Any installation where the connection is between 36" and 48" or more above grade, a 30 degree elbow shall be required. Where the existing connection is less than 36" above grade, a 30 degree elbow shall not be allowed. Tri-State Fire Protection District reserves the right to grant variances on any fire department connection."
      67.   Section 912.2.1 Visible location. Amend by adding the following new sentence to the end of the paragraph:
         ... Access routes shall be so arranged that fire department apparatus may respond from all points of the building to adjacent fire hydrants along routes not to exceed two hundred fifty feet (250') from the most remote point of the building perimeter to the closest fire hydrant.
      68.   Table 1006.2.1 Spaces with one exit or exit access doorway. The values in Column 2 (Maximum Occupant Load of Space) shall be modified so that Groups A, E, M, B, F and U shall have a value of twenty (20) people of 2,000 Sq. Ft. in gross area.
      69.   Table 1006.3.3(1) Stories with one exit or access to one exit for R-2 occupancies. Delete in its entirety and in lieu thereof substitute with the following new Table 1006.3.3(1).
         TABLE 1006.3.3(1)
         STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES
 
STORY
OCCUPANCY
MAXIMUM NUMBER OF DWELLING UNITS
MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE (FT)
Basement, First, second or third story above grade plane
R-2a,b
4 dwelling units
50
Fourth story above grade plane and higher
NP
NA
NA
 
         For SI: 1 foot = 304.8 mm.
         NP = Not Permitted
         a.   Buildings classified as Group R-2 equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2 and provided with emergency escape and rescue openings in accordance with Section 1030
         b.   This table is used for R-2 occupancies consisting of dwelling units. For R-2 occupancies consisting of sleeping units, use Table 1006.3.3(2)
      70.   Table 1006.3.3(2) Stories with one exit or access to one exit for other occupancies. Delete in its entirety and in lieu thereof substitute with the following new Table 1006.3.3(2).
         TABLE 1006.3.3(2)
         STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES
 
STORY
OCCUPANCY
MAXIMUM OCCUPANT LOAD PER STORY
MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE (FT)
First story above or below grade plane
A, Bb, E, Fb, M, U
20
75
H-2, H-3
3
25
H-4, H-5, I, R-1, R-2a,c
10
75
Sb,d
20
100
Second story above grade plane
B, F, M, Sd
20
75
Third story above grade plane and higher
NP
NA
NA
 
         For SI: 1 foot = 304.8 mm.
         NP = Not Permitted
         a.   Buildings classified as Group R-2 equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2 and provided with emergency escape and rescue openings in accordance with Section 1030.
         b.   Group B, F and S occupancies in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 shall have a maximum exit access travel distance of 100 feet.
         c.   This table is used for R-2 occupancies consisting of sleeping units. For R-2 occupancies consisting of dwelling units, use Table 1006.3.3(1).
         d.   The length of exit access travel distance in a Group S-2 open parking garage shall not be more than 100 feet.
      71.   Section 1008.3.1 General. Delete in its entirety and in lieu thereof substitute with the following new Section 1008.3.1:
         Section 1008.3.1 General. In the event of power failure, an emergency electrical system shall automatically illuminate the following areas:
         1.    Exit access corridors, passageways and aisles in rooms and spaces which require two or more means of egress, have an occupant load greater than three (3) occupants or which have an area greater than three hundred (300) square feet.
         2.    Exit access corridors, passageways and aisles in buildings which require two or more means of egress, have an occupant load greater than three (3) occupants or which have an area greater than three hundred (300) square feet.
         3.    Exterior egress components at other than the level of exit discharge until exit discharge is accomplished for buildings which require two or more means of egress, have an occupant load greater than three (3) occupants or which have an area greater than three hundred (300) square feet.
         4.    Interior exit discharge elements, as permitted in Section 1023.1, in buildings which require two or more means of egress, have an occupant load greater than three (3) occupants or which have an area greater than three hundred (300) square feet.
         5.    The portion of the exterior exit discharge immediately adjacent to exit discharge doorways in buildings which require two or more means of egress, have an occupant load greater than three (3) occupants or which have an area greater than three hundred (300) square feet.
         6.    All bathrooms.
         7.    All interior electrical panel boards, switchgear and meter enclosures.
         8.    Fire sprinkler main assembly.
      72.   TABLE 1020.1 CORRIDOR FIRE-RESISTANCE RATING is amended by amending row number four ("R") of the table to read as follows:
         "R, Greater than 10, Not Permitted, 1c,d "
      73.   Section 1030.1 General. Delete Exception 4 in its entirety.
      74.   Section 1301.1.1 Criteria. Delete in its entirety and in lieu thereof substitute with the following new Section 1301.1.1:
         Section 1301.1.1 Criteria. Buildings shall be designed and constructed in accordance with the Illinois Energy Conservation Code - Current Version. Proof of such compliance shall be shown through the submittal of fully completed "COMcheck" compliance certificates. <http://energycode.pnl.gov/COMcheckWeb/>
      75.   Section 1807.1.3 Rubble stone foundation walls. Delete this section in its entirety.
      76.   Section 1807.1.4 Permanent wood foundation systems. Delete this section in its entirety.
      77.   Section 1807.1.6.3 Masonry foundation walls. Delete this section in its entirety, unless otherwise approved in writing by the Building Official or his/her designee.
      78.   Table 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION. Delete all reference to Column Three entitled "THICKNESS OF FOOTING" in its entirety and in lieu thereof the following column shall be substituted:
 
Thickness of Footing
The minimum thickness of footings shall be ten inches (10").
 
      79.   Section 1809.8 Plain concrete footings. Delete this section in its entirety and in lieu thereof substitute the following new Section 1809.8:
         Section 1809.8 Plain concrete footings: In plain concrete the minimum footing size shall be twenty inches (20") in width and ten inches (10") in depth. For foundation walls wider than ten inches (10"), footings shall be a minimum ten inches (10") in depth and shall be no less than ten inches (10") wider than the width of the foundation wall.
      80.   Section 1809.9 Masonry unit footings. Delete this section in its entirety.
      81.   Section 1809.12 Timber footings. Delete this section in its entirety.
      82.   SECTION 2303 MINIMUM STANDARDS AND QUALITY is amended by adding the following subsection 2303.4.6.1.
         2303.4.6.1. Metal plate connected wood trusses specified for use in Type VA construction shall be designed and manufactured with additional reinforcement at each metal plate connection point consisting of a minimum 3/8-inch wood structural panel applied and fastened across all connected truss members. Field modifications shall not be permitted.
         Exception: Field modifications, based on the written concurrence and approval of an Illinois Licensed and registered design professional, are permitted only with prior written approval from the Building Official or his/her designee.
      83.   Chapter 27 ELECTRICAL SYSTEMS. Delete in its entirety. (All electrical systems shall comply with the National Electrical Code as adopted and amended by Title 4 of the Village Code.)
      84.   Chapter 28 MECHANICAL SYSTEMS. Delete in its entirety. (All mechanical systems shall comply with the International Mechanical Code and the International Fuel Gas Code as adopted and amended by Title 4 of the Village Code.)
      85.   Chapter 29 PLUMBING SYSTEMS. Delete in its entirety. (All plumbing systems shall comply with the Illinois Plumbing Code and the International Plumbing Code as adopted and amended by Title 4 of the Village Code.)
      86.   Section 3001.3 Referenced Standards. Delete this section in its entirety and in lieu thereof substitute the following new Section 3001.3:
         Section 3001.3 Referenced Standards. Referenced Standards to be as stringent and comply with current Illinois Elevator Safety Act (225 ILCS 312) and its Rules. For private residential conveyance application, the Act does not apply, however, the IBC code shall for new installation, permits, final acceptance. For applications not covered by the Illinois Elevator Safety Act, those conveyance applications shall be covered under the IBC code by the AHJ for new installation, permits, final acceptance, periodic inspections and testing, unsafe conditions, power to seal equipment, put conveyance out of service, and certificate compliance as well as owner/agent responsibility for contractor, maintenance, accident/injury responsibility.
         Referenced Standards from (225 ILCS 312): Safety Code for Elevators and Escalators (ASME A17.1), the Standard for the Qualification of Elevator Inspectors (ASME QEI-1), the Automated People Mover Standards (ASCE 21), the Safety Requirements for Personnel Hoists and Employee Elevators (ANSI A10.4), and the Safety Standard for Platform Lifts and Stairway Chairlifts (ASME A18.1).
      87.   Section 3002.4 Elevator Car to Accommodate Ambulance Stretcher. Delete this section in its entirety and in lieu thereof substitute the following new Section 3002.4:
         Section 3002.4 Elevator Car to Accommodate Ambulance Stretcher. In all buildings at least one elevator shall be provided for fire department emergency access to all floors in building. Such elevator car shall be of such size and arrangement to accommodate a minimum twenty-four inch (24") by eighty-four inch (84") ambulance stretcher in the horizontal open position and shall be identified by the International Symbol for emergency medical services (Star of Life). Said symbol shall not be less than three inches (3") high by three inches (3") wide and shall be placed inside on both sides of the main lobby hoistway door frame.
      88.   [F] Section 3003.2 Fire Fighters' Emergency Operation. Delete this section in its entirety and in lieu thereof substitute the following new [F] Section 3003.2:
         [F] Section 3003.2 Fire Fighters' Emergency Operation. Elevators shall be provided with Phase 1 emergency recall operation and Phase 2 emergency in car operation in accordance with ASME A17.1 and NFPA72.
      89.   Section 3004.1 General. Delete this section in its entirety and in lieu thereof substitute the following new Section 3004.1:
         Section 3004.1 General. Escalators, moving walks, conveyors, personnel hoists, material hoists, miscellaneous hoisting and elevating equipment shall comply with the provisions of this section.
      90.   Section 3004.3 Conveyors. Delete this section in its entirety and in lieu thereof substitute the following new Section 3004.3:
         Section 3004.3 Conveyors. Conveyors and related equipment shall comply, be inspected and tested in accordance with ASME B20.1 listed in Chapter 35 and Section 3004.4 regarding personal hoists.
      91.   Section 3005.1 Access. Delete this section in its entirety and in lieu thereof substitute the following new Section 3005.1:
         Section 3005.1 Access. An approved means of access shall be provided to elevator machine rooms and overhead machinery equipment spaces. This means of access is not to be used as a passage way through the machine room to any other areas of the building or roof.
      92.   CHAPTER 30 ELEVATORS AND CONVEYANCE SYSTEMS. Amend by adding the following new SECTION 3009 CERTIFICATE OF COMPLIANCE:
         SECTION 3009 CERTIFICATE OF COMPLIANCE
         Section 3009.1 Equipment Operation. The operation of all equipment governed by the provisions of this chapter and hereafter installed, relocated or altered shall be unlawful by persons other than the installer until such equipment has been inspected and tested as herein required and a final certificate of compliance has been issued by the Authority having Jurisdiction.
         Section 3009.2 Posting Certificates of Compliance. The owner or lessee shall post the current-issued certificate of compliance in a conspicuous place inside the conveyance. A copy of the current issued certificate is acceptable. Please refer to Illinois Elevator Safety Act.
      93.   Section 3303.1 Construction documents. Delete this section in its entirety and in lieu thereof substitute the following new Section 3303.1:
         Section 3303.1 Construction documents. Construction documents and a schedule for demolition must be submitted. A description and location of the building to be demolished, along with the proposed time and date of the demolition, must be submitted to the Building Official or his/her designee as well as to the proper fire protection district and county officials for approval. No work shall be done until such construction documents or schedule, or both, are approved.
      94.   Section 3303.1 Construction documents. Amend by adding the following new Section 3303.1.1:
         Section 3303.1.1 Contractor bonds and insurance. The contractor must supply a twenty thousand-dollar ($20,000.00) wrecking bond in a form acceptable to the Building Official or his/her designee. Also, a valid certificate of insurance stating the proper types and amounts of insurance and a ten thousand-dollar ($10,000.00) license bond from the contractor performing the work must be submitted in a form acceptable to the Building Official or his/her designee.
      95.   Section 3303.6 Utility connections. Amend by adding the following new Section 3303.6.1:
         Section 3303.6.1. Abandonment of wells: If a well exists on the property which is to be abandoned, it must be capped and sealed in accordance with the rules and regulations published by the Illinois department of mines and minerals. In addition, said well shall be sealed under the supervision of the DuPage County health department.
      96.   Section 3303.6 Utility connections. Amend by adding the following new Section 3303.6.2:
         Section 3303.6.2. Underground Storage Facilities: All underground storage facilities that are to be abandoned shall be excavated and removed from the site. A permit issued by the State Fire Marshal must accompany an application for the removal of all underground storage tanks. (Ord. 19-O-10, 6-24-2019; amd. Ord. 20-O-06, 3-9-2020)