Chapter 18. BUILDINGS AND BUILDING REGULATIONS

§ 18-2. Technical codes.

Latest version.

(a)

Codes on file. That certain documents, one set of each of the codes adopted of the International Code Council (ICC) International Codes and the National Electrical Code (NFPA 70) and three copies of the Illinois Plumbing Code, shall be maintained on file in the office of the village clerk.

(b)

Building code.

(1)

International Building Code. The International Building Code™, 2006 edition, including appendix chapters C, E, G, H, I, and J, published by the International Code Council, Inc., be and is hereby adopted as the Building Code of the Village of Hinckley, DeKalb County, Illinois, for the control of building and structures as herein provided; and each and all of the regulations, provisions, penalties, conditions and terms of said International Building Code on file in the office of the Village o[f] Hinckley, are hereby referred to, adopted and made a part hereof as if fully set out in this ordinance, with the specific revisions otherwise noted in section B.2., of this ordinance.

(2)

The following sections of the International Building Code, 2006 Edition, are hereby revised and amended in words and figures as follows:

Section 101.1 Title. These regulations shall be known as the Building Code of the Village of Hinckley, DeKalb County, Illinois, hereinafter referred to as "this code."

Section 101.4.1 Electrical. The provisions of the ICC Electrical Code and the National Electrical Code shall apply to the installation of electrical systems, including alterations, repairs, replacement, equipment, appliances, fixtures, fittings and appurtenances thereto.

Section 101.4.4 Plumbing. The provisions of the International Plumbing Code and the Illinois State Plumbing Code shall apply to the installation, alterations, repair and replacement of plumbing systems, including equipment, appliances, fixtures, fittings and appurtenances, and where connected to a water or sewage system and all aspects of a medical gas system.

Section 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 shall not be required for the following:

Building:

Oil derricks.

Retaining walls that are not over four feet (1219 mm) 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 IIIA liquids.

Water tanks supported directly on grade if the capacity does not exceed 5,000 gallons (18,925 L) and the ratio of height to diameter or width does not exceed 2:1.

Sidewalks and driveways not more than 30 inches (762 mm) above adjacent grade, and not over any basement or story below and are not part of an accessible route and not in the parkway area.

Painting, papering, tiling, carpeting, cabinets, counter tops, and similar finish work.

Temporary motion picture, television and theater stage sets and scenery.

Prefabricated swimming pools accessory to a Group R-3 occupancy that are less than 24 inches (610 mm) deep and/or inflatable, temporary swimming pools of any water depth, do not exceed 5,000 gallons (18,925 L), and are installed entirely above ground.

Shade cloth structures constructed for nursery or agricultural purposes, not including service systems.

Swings and other playground equipment accessory to detached one- and two-family dwellings.

10.

Window awnings supported by an exterior wall that do not project more than 54 inches (1372 mm) from the exterior wall and do not require additional support of Group R-3 and U occupancies.

11.

Nonfixed and moveable fixtures, cases, racks, counters, and partitions not over five feet nine inches (1753 mm) in height.

Rest of section remains the same.

Section 108.2 Schedule of permit fees. Insert at the end of the paragraph: This schedule of building permit fees is stated in Ordinance No. 2008-02, as it may be amended from time to time.

Section 108.4 Work commencing before permit issuance. Any person who commences any work on a building, structure, electrical, gas, mechanical or plumbing system before obtaining the necessary permits shall be subject to 100 percent of the usual permit fee in addition to the required permit fee.

In the event that any building is undertaken without compliance with the above-referenced fee schedule after 30 days when notified of noncompliance, then and in that event, the responsible owner, contractor, or both, shall liable for a fine of not less than $75.00 nor more than $750.00 and 100 percent of the usual permit fee in addition to the required permit fee. Each day a violation continues shall be deemed a separate offense.

Section 108.6 Refunds. The code official shall authorize the refunding of fees as follows:

The full amount of any fee paid hereunder which was erroneously paid or collected.

Not more than 90 percent of the permit fee paid when no work has been done under a permit issued in accordance with this code.

No part of the plan review fee paid shall be refunded when the plan review has been completed and the application for permit is withdrawn.

The code official shall not authorize the refunding of any fee paid, except upon written application filed by the original permittee not later than 180 days after the date of fee payment.

Section 112.1 General. In order to hear and decide appeals of orders, decisions or determinations made by the building official relative to the application and interpretation of this code, the village board of trustees shall be the board of appeals. Therefore, for the purposes of this code, the board of appeals shall be construed to mean the village board of trustees. The building official shall be an ex officio member of said board, but shall have no vote on any matter before the board. When a quorum is present, the board shall modify, reverse, or uphold the decision of the code official by a concurring vote of the majority of members present at the meeting.

The board of appeals shall adopt rules of procedure for conducting its business and shall render all decisions and findings in writing to the appellant with a duplicate copy to the building official. The building official shall take immediate action in accordance with the decision of the board.

Section 112.3 Qualifications. Deleted in its entirety.

Section 113.4 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 official, or of a permit or certificate issued under the provisions of this code, shall be subject to a fine of not less than $75.00 nor more than $750.00. Each day a violation continues shall be deemed a separate offense.

Section 113.4.1 Court costs and legal fees. In the event noncompliance with this code necessitates litigation, any person who violates a provision of this code shall be liable for court costs and reasonable attorney's fees incurred by the Village of Hinckley.

Section 114.3 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 to perform to remove a violation or unsafe condition, shall be subject to a fine of not less than $75.00 nor more than $750.00. Each day a violation continues shall be deemed a separate offense.

Section 114.3.1 Court costs and legal fees. In the event noncompliance with this code necessitates litigation, any person who violates a provision of this code shall be liable for court costs and reasonable attorney's fees incurred by the Village of Hinckley.

Section 903.4 Sprinkler system monitoring and alarms. All valves controlling the water supply for automatic sprinkler systems, pumps, tanks, water levels and temperatures, critical air pressures and water-flow switches on all sprinkler systems shall be electrically supervised.

Exception: Automatic sprinkler systems protecting one- and two-family dwellings.

Section 904.3.5 Monitoring. All automatic fire-extinguishing systems in every use group shall be monitored with an approved fire alarm system with supervision in accordance with NFPA 72 and Section 907.14.

Section 1612.3 Establishment of flood hazard areas. To establish flood hazard areas, the governing body 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 Incorporated and Unincorporated DeKalb County," published September 2000, 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.

Section 1801.2.1 Foundation design for seismic overturning. Where the foundation is proportioned using the strength design load combinations of Section 1605.2, the seismic overturning moment need not exceed 75 percent of the value computed from Section 9.5.5.6 of ASCE7 for the equivalent lateral force method, or Section 1618 for the modal analysis method.

Section 1805.5 Foundation walls. Concrete and masonry foundation walls shall be designed in accordance with Chapter 19 or 21. Foundation walls that are laterally supported at the top and bottom and within the parameters of Tables 1805.5(1) through 1805.5(4) are permitted to be designed and constructed in accordance with Sections 1805.5.1 through 1805.5.5.

Section 1805.5.1 Foundation wall thickness. The minimum thickness of concrete and masonry foundation walls shall comply with Sections 1805.5.1.1 through 1805.5.1.3.

TABLE 1805.5(1) Delete in its entirety and replace with:

TABLE 1805.5(1)
PLAIN MASONRY AND PLAIN CONCRETE FOUNDATION WALLS ^{a, b, c}

PLAIN MASONRY
WALL HEIGHT (feet)	HEIGHT OF UNBALANCED BACKFILL (feet)
		MINIMUM NOMINAL WALL THICKNESS (inches)
		Soil classes and lateral soil load ^a (psf per foot below natural grade)
		GW, GP, SW and SP soils 30	GM, GC, SM, SM-SC and ML soils 45	SC, MH, ML-CL and Inorganic CL soils 60
7	4 (or less) 5 6 7	8 8 10 12	8 10 12 10 (solid ^c )	8 10 10 (solid ^c ) 10 (solid ^c )
8	4 (or less) 5 6 7 8	8 8 10 12 10 (solid ^c )	8 10 12 12 (solid ^c ) 12 (solid ^c )	8 12 12 (solid ^c ) Note d Note d
9	4 (or less) 5 6 7 8 9	8 8 12 12 (solid ^c ) 12 (solid ^c ) Note d	8 10 12 12 (solid ^c ) Note d Note d	8 12 12 (solid ^c ) Note d Note d Note d
PLAIN CONCRETE
WALL HEIGHT (feet)	HEIGHT OF UNBALANCED BACKFILL (feet)
		MINIMUM NOMINAL WALL THICKNESS (inches)
		Soil classes and lateral soil load ^a (psf per foot below natural grade)
		GW, GP, SW and SP soils 30	GM, GC, SM, SM-SC and ML soils 45	SC, MH, ML-CL and Inorganic CL soils 60
7	4 (or less) 5 6 7	7½ 7½ 7½ 7½	7½ 7½ 7½ 8	7½ 7½ 8 10
8	4 (or less) 5 6 7 8	7½ 7½ 7½ 7½ 10	7½ 7½ 7½ 10 10	7½ 7½ 10 10 12
PLAIN CONCRETE
WALL HEIGHT (feet)	HEIGHT OF UNBALANCED BACKFILL (feet)
		MINIMUM NOMINAL WALL THICKNESS (inches)
		Soil classes and lateral soil load ^a (psf per foot below natural grade)
		GW, GP, SW and SP soils 30	GM, GC, SM, SM-SC and ML soils 45	SC, MH, ML-CL and Inorganic CL soils 60
9	4 (or less) 5 6 7 8 9	7½ 7½ 7½ 7½ 10 10	7½ 7½ 7½ 10 10 12	7½ 7½ 10 10 12 Note e

For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot per foot = 0.157 kPa/m.

a. For design lateral soil loads, see Section 1610. Soil classes are in accordance with the Unified Soil Classification System and design lateral soil loads are for moist soil conditions without hydrostatic pressure.

b. Provisions for this table are based on construction requirements specified in Section 1805.5.2.

c. Solid grouted hollow units or solid masonry units.

d. A design in compliance with Chapter 21 or reinforcement in accordance with Table 1805.5(2) is required.

e. A design in compliance with Chapter 19 is required.

Section 1805.5.1.1 Thickness based on walls supported. The thickness of foundation walls shall not be less than the thickness of the wall supported, except that foundation walls of at least 8 inch (203 mm) nominal width are permitted to support brick-veneered frame walls and 10-inch-wide (254 mm) cavity walls provided the requirements of section 1805.5.1.2 are met. Corbelling of masonry shall be in accordance with section 2104.2. Where an 8-inch (203 mm) wall is corbelled, the top corbel shall be a full course of headers at least 6 inches (152 mm) in length, extending not higher than the bottom of the floor framing.

1805.5.2 Foundation wall materials. Foundation walls constructed in accordance with Table 1805.5(1), 1805.5(2), 1805.5(3) or 1805.5(4) shall comply with the following:

Vertical reinforcement shall have a minimum yield strength of 60,000 psi (414 MPa).

The specified location of the reinforcement shall equal or exceed the effective depth distance, d, noted in Tables 1805.5(2), 1805.5(3) and 1805.5(4) and shall be measured from the face of the soil side of the wall to the center of vertical reinforcement. The reinforcement shall be placed within the tolerances specified in ACI 530.1/ASCE 6/TMS 402, Article 3.4 B7 of the specified location.

Concrete shall have a specified compressive strength of not less than 2,500 psi (17.2 MPa) at 28 days.

Grout shall have a specified compressive strength of not less than 2,000 psi (13.8 MPa) at 28 days.

Hollow masonry units shall comply with ASTM C 90 and be installed with Type M or S mortar.

TABLE 1805.5(2) Delete in its entirety and replace with:

TABLE 1805.5(2)
8-INCH CONCRETE AND MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d≥5 INCHES ^{a, b, c}

WALL HEIGHT (feet)	HEIGHT OF UNBALANCED BACKFILL (feet)	VERTICAL REINFORCEMENT
		Soil classes and lateral soil load ^a (psf per foot below natural grade)
		GW, GP, SW and SP soils 30	GM, GC, SM, SM-SC and ML soils 45	SC, MH, ML-CL and Inorganic CL soils 60
7	4 (or less) 5 6 7	#4 at 48" o.c. #4 at 48" o.c. #4 at 48" o.c. #4 at 40" o.c.	#4 at 48" o.c. #4 at 48" o.c. #5 at 48" o.c. #5 at 40" o.c.	#4 at 48" o.c. #4 at 40" o.c. #5 at 40" o.c. #6 at 48" o.c.
8	4 (or less) 5 6 7 8	#4 at 48" o.c. #4 at 48" o.c. #4 at 48" o.c. #5 at 48" o.c. #5 at 40" o.c.	#4 at 48" o.c. #4 at 48" o.c. #5 at 48" o.c. #6 at 48" o.c. #6 at 40" o.c.	#4 at 48" o.c. #4 at 40" o.c. #5 at 40" o.c. #6 at 40" o.c. #7 at 40" o.c.
9	4 (or less) 5 6 7 8 9	#4 at 48" o.c. #4 at 48" o.c. #4 at 48" o.c. #5 at 48" o.c. #5 at 40" o.c. #6 at 40" o.c.	#4 at 48" o.c. #4 at 48" o.c. #5 at 48" o.c. #6 at 48" o.c. #7 at 48" o.c. #8 at 48" o.c.	#4 at 48" o.c. #5 at 48" o.c. #6 at 48" o.c. #7 at 48" o.c. #8 at 48" o.c. #8 at 32" o.c.

For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot per foot = 0.157 kPa/m.

b. Provisions for this table are based on construction requirements specified in Section 1805.5.2.

c. For alternative reinforcement, see Section 1805.5.3

TABLE 1805.5(3) Delete in its entirety and replace with:

TABLE 1805.5(3)
10-INCH CONCRETE AND MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d≥6.75 INCHES ^{a, b, c}

WALL HEIGHT (feet)	HEIGHT OF UNBALANCED BACKFILL (feet)	VERTICAL REINFORCEMENT
		Soil classes and lateral soil load ^a (psf per foot below natural grade)
		GW, GP, SW and SP soils 30	GM, GC, SM, SM-SC and ML soils 45	SC, MH, ML-CL and Inorganic CL soils 60
7	4 (or less) 5 6 7	#4 at 56" o.c. #4 at 56" o.c. #4 at 56" o.c. #4 at 56" o.c.	#4 at 56" o.c. #4 at 56" o.c. #4 at 48" o.c. #5 at 56" o.c.	#4 at 56" o.c. #4 at 56" o.c. #4 at 40" o.c. #5 at 40" o.c.
8	4 (or less) 5 6 7 8	#4 at 56" o.c. #4 at 56" o.c. #4 at 56" o.c. #4 at 48" o.c. #5 at 56" o.c.	#4 at 56" o.c. #4 at 56" o.c. #4 at 48" o.c. #4 at 32" o.c. #5 at 40" o.c.	#4 at 56" o.c. #4 at 48" o.c. #5 at 56" o.c. #6 at 56" o.c. #7 at 56" o.c.
9	4 (or less) 5 6 7 8 9	#4 at 56" o.c. #4 at 56" o.c. #4 at 56" o.c. #4 at 40" o.c. #4 at 32" o.c. #5 at 40" o.c.	#4 at 56" o.c. #4 at 56" o.c. #4 at 40" o.c. #5 at 48" o.c. #6 at 48" o.c. #6 at 40" o.c.	#4 at 56" o.c. #4 at 48" o.c. #4 at 32" o.c. #6 at 48" o.c. #4 at 16" o.c. #7 at 40" o.c.

For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot per foot = 0.157 kPa/m.

b. Provisions for this table are based on construction requirements specified in Section 1805.5.2.

c. For alternative reinforcement, see Section 1805.5.3.

TABLE 1805.5(4) Delete in its entirety and replace with:

TABLE 1805.5(4)
12-INCH CONCRETE AND MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d≥8.75 INCHES ^{a, b, c}

WALL HEIGHT (feet)	HEIGHT OF UNBALANCED BACKFILL (feet)	VERTICAL REINFORCEMENT
		Soil classes and lateral soil load ^a (psf per foot below natural grade)
		GW, GP, SW and SP soils 30	GM, GC, SM, SM-SC and ML soils 45	SC, MH, ML-CL and Inorganic CL soils 60
7	4 (or less) 5 6 7	#4 at 72" o.c. #4 at 72" o.c. #4 at 72" o.c. #4 at 72" o.c.	#4 at 72" o.c. #4 at 72" o.c. #4 at 64" o.c. #4 at 48" o.c.	#4 at 72" o.c. #4 at 72" o.c. #4 at 48" o.c. #5 at 56" o.c.
8	4 (or less) 5 6 7 8	#4 at 72" o.c. #4 at 72" o.c. #4 at 72" o.c. #4 at 64" o.c. #4 at 48" o.c.	#4 at 72" o.c. #4 at 72" o.c. #4 at 56" o.c. #5 at 64" o.c. #4 at 32" o.c.	#4 at 72" o.c. #4 at 72" o.c. #5 at 72" o.c. #4 at 32" o.c. #5 at 40" o.c.
9	4 (or less) 5 6 7 8 9	#4 at 72" o.c. #4 at 72" o.c. #4 at 72" o.c. #4 at 56" o.c. #4 at 64" o.c. #5 at 56" o.c.	#4 at 72" o.c. #4 at 72" o.c. #4 at 56" o.c. #4 at 40" o.c. #6 at 64" o.c. #7 at 72" o.c.	#4 at 72" o.c. #4 at 64" o.c. #5 at 64" o.c. #6 at 64" o.c. #6 at 48" o.c. #6 at 40" o.c.

For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot per foot = 0.157 kPa/m.

b. Provisions for this table are based on construction requirements specified in Section 1805.5.2.

c. For alternative reinforcement, see Section 1805.5.3.

Table 1805.5(5). Delete in its entirety.

Section 2701.1 Scope. This chapter governs the electrical components, equipment and systems used in buildings and structures covered by this code. All electrical components, equipment and systems, in addition to those in this chapter, shall be designed and constructed in accordance with the provisions of the ICC Electrical Code—Administrative Provisions and the National Electrical Code (NFPA 70).

Section 3410.2 Applicability. Structures existing prior to February 4, 2008, in which there is work involving additions, alterations, or changes of occupancy shall be made to conform to the requirements of this section or the provisions of Sections 3403 through 3407. The provisions in sections 3410.2.1 through 3410.2.5 shall apply to existing occupancies that will continue to be, or are proposed to be, in Groups A, B, E, F, M, R, S, and U. These provisions shall not apply to buildings with occupancies in Group H or I.

aa.

Chapter 35 Referenced Standards, NFPA: Change as follows:

1. 11-02 to 11-05	19. 211-03 to 211-06
2. 12-00 to 12-05	20. 253-00 to 253-06
3. 12A-00 to 12A-04	21. 257-00 to 257-07
4. 13-02 to 13-07	22. 259-04 to 259-03
5. 13D-02 to 13D-07	23. 265-02 to 265-07
6. 13R-02 to 13R-07	24. 268-01 to 268-07
7. 14-03 to 14-07	25. 285-98 to 285-06
8. 16-03 to 16-07	26. 286-00 to 286-06
9. 31-01 to 31-06	27. 288-01 to 288-07
10. 32-00 to 32-07	28. 303-00 to 303-06
11. 40-01 to 40-07	29. 409-01 to 409-04
12. 61-99 to 61-02	30. 418-01 to 418-06
13. 72-96 to 72-07	31. 654-00 to 654-06
14. 80-99 to 80-07	32. 655-01 to 655-07
15. 85-04 to 85-07	33. 664-02 to 664-07
16. 101-03 to 101-06	34. 701-99 to 701-04
17. 105-03 to 105-07	35. 704-01 to 704-07
18. 120-99 to 120-04	36. 1124-03 to 1124-06

(c)

Electrical Code.

(1)

The International Code Council Electrical Code—Administrative Provisions ™, 2006 edition, published by the International Code Council, Inc., and the National Electrical Code 2005 (NFPA 70), published by the National Fire Protection Association, are hereby adopted as the Electrical Codes of the Village of Hinckley, DeKalb County, Illinois, for regulating the design, construction, quality of materials, erection, installation, alteration, repair, location, relocation, replacement, addition to, use or maintenance of electrical systems in the Village of Hinckley, and providing for the issuance of permits and collection of fees; and each and all of the regulations, provisions, conditions and terms of such ICC Electrical Code—Administrative Provisions, 2006 edition, and the National Electrical Code 2005 (NFPA 70), with the specific revisions otherwise noted in section C.2., on file in the office of the Village of Hinckley, are hereby referred to, adopted and made a part hereof as if fully set out in this chapter.

(2)

The following sections of the ICC Electrical Code—Administrative Provisions , 2006 edition, are hereby revised, amended, or added in words and figures as follow[s]:

Section 101.1 Title. These regulations shall be known as the "Electrical Code—Administrative Provisions" of the Village of Hinckley, DeKalb County, Illinois, and shall be cited as such and will be referred to herein as "this code."

Section 404.2 Schedule of permit fees. Change last sentence to read: "The fees for electrical work shall be as stated in the Hinckley Ordinance No. 2008-02, as may be amended from time to time."

Section 404.3 Work commencing before permit issuance. Any person who commences any work before obtaining the necessary permits shall be subject to 100 percent of the usual permit fee in addition to the required permit fee.

In the event that any building is undertaken without compliance with the above-referenced fee schedule after 30 days when notified of noncompliance, then and in that event, the responsible owner, contractor, or both, shall [be] liable for a fine of not less than $75.00 nor more than $750.00 and 100 percent of the usual permit fee in addition to the required permit fee. Each day a violation continues shall be deemed a separate offense.

Section 404.5 Refunds. The code official shall authorize the refunding of fees as follows:

The full amount of any fee paid hereunder which was erroneously paid or collected.

Not more than 90 percent of the permit fee paid when no work has been done under a permit issued in accordance with this code.

No part of the plan review fee paid shall be refunded when the plan review has been completed and the application for permit is withdrawn.

The code official shall not authorize the refunding of any fee paid, except upon written application filed by the original permittee not later than 180 days after the date of fee payment.

Section 1003.1 Penalties. Any person who fails to comply with the provisions of this code or who fails to carry out an order made pursuant of this code or violates any condition attached to a permit, approval or certificate shall be subject to a fine of not less than $75.00 nor more than $750.00. Each day a violation continues shall be deemed a separate offense.

Section 1003.1.1 Court costs and legal fees. In the event noncompliance with this code necessitates litigation, any person who violates a provision of this code shall be liable for court costs and reasonable attorney's fees incurred by the Village of Hinckley.

Section 1004.3 Unlawful continuance. Any person who shall continue any work in or about the structure after having been served with a stop work order, except such work as that person is directed to perform to remove a violation or unsafe condition, shall be subject to a fine of not less than $75.00 nor more than $750.00. Each day a violation continues shall be deemed a separate offense.

Section 1004.3.1 Court costs and legal fees. In the event noncompliance with this code necessitates litigation, any person who violates a provision of this code shall be liable for court costs and reasonable attorney's fees incurred by the Village of Hinckley.

Section 1101.1 Board of appeals established. In order to hear and decide appeals of orders, decisions or determinations made by the code official relative to the application and interpretation of this code, the village board of trustees shall be the board of appeals. Therefore, for the purposes of this code, the board of appeals shall be construed to mean the village board of trustees. The code official shall be an ex officio member of said board, but shall have no vote on any matter before the board. The board of appeals shall adopt rules of procedure for conducting its business and shall render all decisions and findings in writing to the appellant with a duplicate copy to the building official.

Section 1102.1 Membership of board. Deleted in its entirety.

Section 1102.2 Qualifications. Deleted in its entirety.

Section 1102.3 Alternate members. Deleted in its entirety.

Section 1102.4 Chairman. Deleted in its entirety.

Secretary. Deleted in its entirety.

Section 1102.7 Compensation of members. Deleted in its entirety.

Section 1103.5 Postponed hearing. When a quorum is not present to hear an appeal, the matter shall be continued to another date convenient to all parties.

Section 1103.6 Decisions. The board shall uphold, modify, or reverse the decision of the code official by a concurring vote of the majority of members present at the meeting.

The National Electrical Code, 2005 edition, shall be known as the Electrical Code of the Village of Hinckley.

(d)

Mechanical Code.

(1)

International Mechanical Code. The International Mechanical Code™, 2006 edition, including Appendix Chapter A, published by the International Code Council, Inc., is hereby adopted as the Mechanical Code of Village of Hinckley, DeKalb County, Illinois, for regulating the design, construction, quality of materials, erection, installation, alteration, repair, location, relocation, replacement, addition to, use or maintenance of mechanical systems in the Village of Hinckley, and providing for the issuance of permits and collection of fees therefore; and each and all of the regulations, provisions, penalties, conditions and terms of said International Mechanical Code on file in the office of the Village of Hinckley, are hereby referred to, adopted and made a part hereof, as if fully set out in this chapter, with the specific revisions otherwise noted in section 18-2(d)(2), of this chapter.

(2)

The following sections of the International Mechanical Code, 2006 edition, are hereby revised, amended, or added in words and figures as follow[s]:

Section 101.1 Title. These regulations shall be known as the Mechanical Code of the Village of Hinckley, DeKalb County, Illinois, and shall be cited as such and will be referred to hereinafter as "this code."

Section 106.5.2 Fee schedule. The fees for mechanical work shall be as stated in Ordinance No. 2008-02, as may be amended from time to time.

Section 106.5.3 Fee refunds. The code official shall authorize the refunding of fees as follows:

The full amount of any fee paid hereunder which was erroneously paid or collected.

Not more than 90 percent of the permit fee paid when no work has been done under a permit issued in accordance with this code.

No part of the plan review fee paid shall be refunded when the plan review has been completed and the application for permit is withdrawn.

The code official shall not authorize the refunding of any fee paid, except upon written application filed by the original permittee not later than 180 days after the date of fee payment.

Section 108.4 Violation penalties. Persons who shall violate a provision of this code or shall fail to comply with any of the requirements thereof or who shall erect, install, alter or repair mechanical work in violation of the approved construction documents or directive of the code official, or of a permit or certificate issued under the provisions of this code, shall be subject to a fine of not less than $75.00 nor more than $750.00. Each day a violation continues after due notice has been served shall be deemed a separate offense.

Section 108.4.1 Court costs and legal fees. In the event noncompliance with this code necessitates litigation, any person who violates a provision of this code shall be liable for court costs and reasonable attorney's fees incurred by the Village of Hinckley.

Section 108.5 Stop work orders. Last sentence to read: Any person who shall continue any work on the system after having been served with a stop work order, except such work as that person is directed to perform to remove the violation or unsafe condition, shall be subject to a fine of not less than $75.00 nor more than $750.00. Each day unauthorized work continues after due notice has been served shall be deemed a separate offense.

Section 108.5.1 Court costs and legal fees. In the event noncompliance with this code necessitates litigation, any person who violates a provision of this code shall be liable for court costs and reasonable attorney's fees incurred by the Village of Hinckley.

Section 109.1 Application for appeal. A person shall have the right to appeal a decision of the code official to the village board of trustees. Therefore, for the purposes of this code, the board of appeals shall be construed to mean the village board of trustees. 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 equally good or better form of construction is proposed. The application shall be filed on a form obtained from the code official within 20 days after the notice was served.

Section 109.2 Membership of board. The board of appeals shall be the village board of trustees.

Section 109.2.1 Qualifications. Deleted in its entirety.

Section 109.2.2 Alternate members. Deleted in its entirety.

Section 109.2.3 Chairman. Deleted in its entirety.

Section 109.2.5 Secretary. Deleted in its entirety.

Section 109.2.6 Compensation for members. Deleted in its entirety.

Section 109.5 Postponed hearing. When a quorum is not present to hear an appeal, the matter shall be continued to another date convenient to all parties.

Section 109.6 Board decision. The board shall modify, reverse, or uphold the decision of the code official by a concurring vote of the majority of members present at the meeting.

(e)

Plumbing Codes.

(1)

The International Plumbing Code ™, 2006 edition, including Appendix Chapters B, D, E, and F, as published by the International Code Council, Inc., and the Illinois State Plumbing Code, latest edition, published by the Illinois Department of Public Health, are hereby adopted as the Plumbing Codes of the Village of Hinckley, DeKalb County, Illinois, for regulating the design, construction, quality of materials, erection, installation, alteration, repair, location, relocation, replacement, addition to, use or maintenance of plumbing systems in the Village of Hinckley, and providing for the issuance of permits and collection of fees; and each and all of the regulations, provisions, conditions and terms of such International Plumbing Code, 2006 edition, and the Illinois State Plumbing Code, latest edition, on file in the office of the Village of Hinckley, are hereby referred to, adopted and made a part hereof as if fully set out in this chapter with the specific revisions otherwise noted in section 18-2(e)(2), of this chapter.

(2)

The following sections of the International Plumbing Code, 2006 edition, are hereby revised, amended, or added in words and figures as follow[s]:

Section 101.1 Title. These regulations shall be known as the Plumbing Code of the Village of Hinckley, DeKalb County, Illinois, and shall be cited as such and will be referred to hereinafter to as "this code."

Section 106.6.2 Fees. The fees for all plumbing work shall be as stated in the Ordinance No. 2008-02, as may be amended from time to time.

Section 106.6.3 Fee refunds. The code official shall authorize the refunding of fees as follows:

The full amount of any fee paid hereunder which was erroneously paid or collected.

Not more than 90 percent of the permit fee paid when no work has been done under a permit issued in accordance with this code.

No part of the plan review fee paid shall be refunded when the plan review has been completed and the application for permit is withdrawn.

The code official shall not authorize the refunding of any fee paid, except upon written application filed by the original permittee not later than 180 days after the date of fee payment.

Section 108.4 Violation 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, install, alter or repair plumbing work in violation of the approved construction documents or directive of the code official, or of a permit or certificate issued under the provisions of this code, shall be subject to a fine of not less than $75.00 nor more than $750.00. Each day a violation continues after due notice has been served shall be deemed a separate offense.

Section 108.5 Stop work orders. The last sentences shall read as follow[s]:

"Any person who shall continue any work in or about the structure after having been served with a stop work order, except such work as that person is directed to perform to remove a violation or unsafe condition, shall be subject to a fine of not less than $75.00 nor more than $750.00. Each day unauthorized work continues after due notification shall be deemed a separate offense."

Section 109.1 Application for appeal. Any person shall have the right to appeal a decision of the code official to the village board of trustees. Therefore, for the purposes of this code, the board of appeals shall be construed to mean the village board of trustees. 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 equally good or better form of construction is proposed. The application shall be filed on a form obtained from the code official within 20 days after the notice was served.

Section 109.2 Membership of board. The board of appeals shall be the village board of trustees.

Section 109.2.1 Qualifications. Deleted in its entirety.

Section 109.2.2 Alternate members. Deleted in its entirety.

Section 109.2.3 Chairman. Deleted in its entirety.

Section 109.2.5 Secretary. Deleted in its entirety.

Section 109.2.6 Compensation for members. Deleted in its entirety.

aa.

Section 109.5 Postponed hearing. When a quorum is not present to hear an appeal, the matter shall be continued to another date convenient to all parties.

bb.

Section 109.6 Board decision. The board shall reverse, modify, or uphold the decision of the code official by a concurring vote of the majority of members present at the meeting.

cc.

Section 305.6.1. Sewer depth. Building sewers that connect to a private sewage disposal system shall be a minimum of 42 inches below finished grade at the point of septic tank connection. Building sewers shall be a minimum of 42 inches below grade.

dd.

Section 904.1. Roof extension. All open vent pipes that extend through a roof shall be terminated above the roof in accordance with the Illinois State Plumbing Code, latest edition, except where a roof is to be used for any purpose other than weather protection, the vent extensions shall be run at least 7 feet (2134 mm) above the roof.

(f)

Energy Conservation Code.

(1)

International Energy Conservation Code. The International Energy Conservation Code™, 2006 edition, published by the International Code Council, Inc., is hereby adopted as the Energy Conservation Code of the Village of Hinckley for regulating and governing energy efficient building envelopes and installation of energy efficient mechanical, lighting, and power systems as herein provided; providing for the issuance of permits and collection of fees therefore; and each and all of the regulations, provisions, penalties, conditions, and terms of said International Energy Conservation Code on file in the office of the Village of Hinckley are hereby referred to, adopted and made a part hereof, as if fully set out in this chapter, with the specific revisions otherwise noted in section 18-2(f)(2), of this chapter.

(2)

The following section of the International Energy Conservation Code, 2006 edition, is hereby revised and amended in words and figures as follows:

Section 101.1 Title. This code shall be known as the Energy Conservation Code of the Village of Hinckley, DeKalb County, Illinois, and shall be cited as such and will be referred to hereinafter as "this code."

(g)

Fuel Gas Code.

(1)

International Fuel Gas Code. The International Fuel Gas Code™, 2006 edition, published by the International Code Council, Inc., is hereby adopted as the Fuel Gas Code of the Village of Hinckley, DeKalb County, Illinois, for providing the minimum standards to safeguard life or limb, health, property and public welfare by regulating and controlling the design, construction, installation, quality of materials, location, operation, and maintenance or use of fuel gas systems, and providing for the issuance of permits and collection of fees therefore; and each and all of the regulations, provisions, conditions and terms of said International Fuel Gas Code on file in the office of the Village of Hinckley, are hereby referred to, adopted and made a part hereof as if fully set out in this chapter, with the specific revisions otherwise noted in section (g)(2), of this chapter.

(2)

The following sections of the International Fuel Gas Code, 2006 edition, are hereby revised, amended, or added in words and figures as follow[s]:

Section 101.1 Title. These regulations shall be known as the Fuel Gas Code of the Village of Hinckley, DeKalb County, Illinois, and shall be cited as such and will be referred to hereinafter as "this code."

Section 106.5.2 Fee schedule. The fees for work shall be as stated in the Hinckley Ordinance No. 2008-02, as may be amended from time to time.

Section 106.5.3 Fee refunds. The code official shall authorize the refunding of fees as follows:

(1)

The full amount of any fee paid hereunder which was erroneously paid or collected.

(2)

Not more than 90 percent of the permit fee paid when no work has been done under a permit issued in accordance with this code.

(3)

No part of the plan review fee paid shall be refunded when the plan review has been completed and the application for permit is withdrawn.

The code official shall not authorize the refunding of any fee paid, except upon written application filed by the original permittee not later than 180 days after the date of fee payment.

Section 108.4 Violation penalties. Persons who shall violate a provision of this code or shall fail to comply with any of the requirements thereof or who shall erect, install, alter or repair work in violation of the approved construction documents or directive of the code official, or of a permit or certificate issued under the provisions of this code, shall be subject to a fine of not less than $75.00 nor more than $750.00. Each day a violation continues after due notice has been served shall be deemed a separate offense.

Section 108.5 Stop work orders. Change last sentence to read: Any person who shall continue any work on the system after having been served with a stop work order, except such work as that person is directed to perform to remove a violation or unsafe condition, shall be subject to a fine of not less than $75.00 nor more than $750.00. Each day work continues after due notice has been served shall be deemed a separate offense.

Section 109.1 Application for appeal. A person shall have the right to appeal a decision of the code official to the village board of trustees. Therefore, for the purposes of this code, the board of appeals shall be construed to mean the village board of trustees. 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 equally good or better form of construction is proposed. The application shall be filed on a form obtained from the code official within 20 days after the notice was served.

Section 109.2 Membership of board. The board of appeals shall be the village board of trustees.

Section 109.2.1 Qualifications. Deleted in its entirety.

Section 109.2.2 Alternate members. Deleted in its entirety.

Section 109.2.3 Chairman. Deleted in its entirety.

Section 109.2.5 Secretary. Deleted in its entirety.

Section 109.2.6 Compensation for members. Deleted in its entirety.

Section 109.5 Postponed hearing. When a quorum is not present to hear an appeal, the matter shall be continued to another date convenient to all parties.

Section 109.6 Board decision. The board shall reverse, modify, or uphold the decision of the code official by a concurring vote of the majority of members present at the meeting.

Fire Code.

(1)

International Fire Code. The International Fire Code™, 2006 edition, including Appendix Chapters B, C, D, E, F, and G, as published by the International Code Council, Inc., is hereby adopted as the Fire Code of the Village of Hinckley, DeKalb County, Illinois, for regulating and governing the safeguarding of life and property from fire and explosion hazards arising from the storage, handling and use of hazardous substances, materials and devices, and from conditions hazardous to life or property in the occupancy of buildings and premises as herein provide[d]; providing for the issuance of permits and collection of fees therefore; and each and all of the regulations, provisions, conditions and terms of said International Fire Code on file in the office of the Village of Hinckley, are hereby referred to, adopted, and made a part hereof as if fully set out in this chapter, with the specific revisions otherwise noted in sections 18-2(h)(2) and 18-2(h)(3), of this chapter.

(2)

The following sections of the International Fire Code, 2006 edition, are hereby revised, amended, or added in words and figures as follow[s]:

Section 101.1 Title. These regulations shall be known as the Fire Code of the Village of Hinckley, DeKalb County, Illinois, and shall be cited as such and shall hereinafter be referred to as "this code."

Section 108.1 Board of appeals established. In order to hear and decide appeals of orders, decisions or determinations made by the code official relative to the application and interpretation of this code, the village board of trustees shall be the board of appeals. Therefore, for the purposes of this code, the board of appeals shall be construed to mean the village board of trustees. The code official shall be an ex officio member of said board but shall have no vote on any matter before the board. The board shall adopt rules of procedure for conducting its business, and shall render all decisions and findings in writing to the appellant with a duplicate copy to the code official.

Section 108.3 Qualifications. Delete in its entirety.

Section 109.3 Violation penalties. Persons who shall violate a provision of this code or shall fail to comply with any of the requirements thereof or who shall erect, install, alter, repair or do work in violation of the approved construction documents or directive of the code official, or of a permit or certificate used under provisions of this code, shall be subject to a fine of not less than $75.00 nor more than $750.00. Each day a violation continues after due notice has been served shall be deemed a separate offense.

Section 109.3.1 Court costs and legal fees. In the event noncompliance with this code necessitates litigation, any person who violates a provision of this code shall be liable for court costs and reasonable attorney's fees incurred by the Village of Hinckley.

Section 111.4. Failure to comply. Any person who shall continue any work after having been served with a stop work order, except such work as that person is directed to perform to remove a violation or unsafe condition, shall be subject to a fine of not less than $75.00 nor more than $750.00. Each day unauthorized work continues after due notice has been served shall be deemed a separate offense.

Section 111.4.1 Court costs and legal fees. In the event noncompliance with this code necessitates litigation, any person who violates a provision of this code shall be liable for court costs and reasonable attorney's fees incurred by the Village of Hinckley.

Exception: Automatic sprinkler systems protecting one- and two-family dwellings.

Section 904.3.5 Monitoring. All automatic fire-extinguishing systems in every use groups shall be monitored with an approved fire alarm system with supervision in accordance with NFPA 72 and Section 907.14.

Chapter 45, Referenced Standards, NFPA. Change as follows:

1. 10-02 to 10-07	29. 110-02 to 110-05
2. 11-02 to 11-05	30. 111-01 to 111-05
3. 12-00 to 12-05	31. 120-99 to 120-04
4. 13-02 to 13-07	32. 160-01 to 160-06
5. 13D-02 to 13D-07	33. 211-03 to 211-06
6. 13R-02 to 13R-07	34. 241-00 to 241-04
7. 14-03 to 14-07	35. 265-02 to 265-07
8. 15-01 to 15-07	36. 286-00 to 286-06
9. 16-03 to 16-07	37. 303-00 to 303-06
10. 20-03 to 20-07	38. 385-00 to 385-07
11. 24-02 to 24-07	39. 407-01 to 407-07
12. 30B-02 to 30B-07	40. 409-01 to 409-04
13. 31-01 to 31-06	41. 430-00 to 430-04
14. 32-00 to 32-07	42. 484-02 to 484-06
15. 33-03 to 33-07	43. 495-01 to 495-06
16. 34-03 to 34-07	44. 498-01 to 498-06
17. 35-99 to 35-05	45. 505-02 to 505-06
18. 40-01 to 40-07	46. 654-00 to 654-06
19. 51-02 to 51-07	47. 655-01 to 655-07
20. 51A-02 to 51A-06	48. 664-02 to 664-07
21. 52-02 to 52-06	49. 701-99 to 701-04
22. 59A-01 to 59A-06	50. 703-00 to 703-06
23. 72-96 to 72-07	51. 704-01 to 704-07
24. 80-99 to 80-07	52. 750-03 to 750-06
25. 85-04 to 85-07	53. 1123-03 to 1123-06
26. 86-03 to 86-07	54. 1124-03 to 1124-06
27. 99-02 to 99-05	55. 1125-01 to 1125-07
28. 101-03 to 101-06	56. 1126-01 to 1126-06

(3)

That the limits referred to in certain sections of the International Fire Code™, 2006 edition, are hereby established as follow[s]:

Section 3204.3.1.1 Location. (Paragraph 2) Storage of flammable cryogenic fluids in stationary containers outside of buildings is prohibited in all zoning districts except Industrial.

Section 3404.2.9.5.1 Locations where above-ground tanks are prohibited. Storage of Class I and II liquids in above-ground tanks outside of buildings is prohibited in all zoning districts except Industrial.

Section 3406.2.4.4 Locations where above-ground tanks are prohibited. The storage of Class I and II liquids in above-ground tanks is prohibited within all zoning districts except Industrial.

Section 3804.2 Maximum capacity within established limits. Within all zoning districts except Industrial the storage of liquefied petroleum gas is restricted for the protection of heavily populated or congested areas, the aggregate capacity of any one installation shall not exceed a water capacity of 2,000 gallons (7570 L). Exception remains the same.

(i)

Residential Code.

(1)

International Residential Code for one- and two-family dwellings: The International Residential Code for One- and Two-Family Dwellings™, 2006 edition, including Appendix Chapters A, B, C, D, E, F, G, H, J, K, M, N, P, and Q as published by the International Code Council, Inc., be and is hereby adopted as the Residential Code of Village of Hinckley for regulating and governing the design, construction, quality of materials, erection, installation, alteration, movement, enlargement, replacement, repair, equipment, location, removal, demolition, addition to, use or maintenance of detached one- and two-family dwellings and multiple single family dwellings (townhouses) not more than three stories in height with separate means of egress as herein provided; providing for the issuance of permits and collection of fees therefore; and each and all of the regulations, provisions, penalties, conditions and terms of such International Residential Code on file in the office of the Village of Hinckley are hereby referred to, adopted and made a part hereof as if fully set out in this chapter, with the specific revisions otherwise noted in section 18-2(i)(2), of this chapter.

(2)

The following sections of the International Residential Code for One- and Two-Family Dwellings, 2006 edition, are hereby revised, amended, or added in words and figures as follow[s]:

Section R101.1 Title. These provisions shall be known as the Residential Code of the Village of Hinckley, DeKalb County, Illinois, and shall be cited as such and will be referred to hereinafter as "this code."

Section R105.2 Work exempt from permit.

Building: Delete numbers 1 and 2, then renumber to read:

Retaining walls that are not over four feet (1219 mm) in height measured from the bottom of the footing to the top of the wall, unless supporting a surcharge.

Water tanks supported directly on grade if the capacity does not exceed 5,000 gallons (18,925 L) and the ratio of height to diameter or width does not exceed 2:1.

Service sidewalks, patio slabs, and that portion of the driveway on private property.

Painting, papering, tiling, carpeting, cabinets, counter tops, and similar finish work.

Prefabricated swimming pools that have a maximum water depth of 24 inches (610 mm) and inflatable, temporary swimming pools of any water depth.

Swings and other playground equipment.

Window awnings supported by an exterior wall which do not project more than 54 inches (1372 mm) from the exterior wall and do not require additional support.

Rest of section remains the same.

Section R108.2 Schedule of permit fees. On buildings, structures, electrical, gas, mechanical, and plumbing systems or alterations requiring a permit, a fee for each permit shall be paid as required, in accordance with Ordinance No. 2008-02, as may be amended from time to time.

Section R108.2.1 Work commencing before permit issuance. Any person who commences any work before obtaining the necessary permits shall be subject to 100 percent of the usual permit fee in addition to the required permit fee.

In the event that any building is undertaken without compliance with the above-referenced fee schedule after 30 days when notified of noncompliance, then and in that event, the responsible owner, contractor, or both, shall be subject to a fine of not less than $75.00 nor more than $750.00 and 100 percent of the usual permit fee in addition to the required permit fee. Each day a violation continues shall be deemed a separate offense.

Section 108.5 Refunds. The building official shall authorize the refunding of fees as follows:

The full amount of any fee paid hereunder which was erroneously paid or collected.

Not more than 90 percent of the permit fee paid when no work has been done under a permit issued in accordance with this code.

No part of the plan review fee paid shall be refunded when the plan review has been completed and the application for permit is withdrawn.

The code official shall not authorize the refunding of any fee paid, except upon written application filed by the original permittee not later than 180 days after the date of fee payment.

Section R112.1 General. In order to hear and decide appeals of orders, decisions or determinations made by the building official relative to the application and interpretation of this code, the village board of trustees shall be the board of appeals. Therefore, for the purposes of this code, the board of appeals shall be construed to mean the village board of trustees. The building official shall be an ex officio member of said board, but shall have no vote on any matter before the board. The board of appeals shall adopt rules of procedure for conducting its business. When a quorum is present, the board shall uphold, modify, or reverse the decision of the code official by a concurring vote of the majority of members present at the meeting; and, shall render all decisions and findings in writing to the appellant with a duplicate copy to the building official.

Section R112.3 Qualifications. Deleted in its entirety.

Section R113.4 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 official, or a permit or certificate issued under the provisions of this code, shall be subject to a fine of not less than $75.00 nor more than $750.00. Each day a violation continues after due notice has been served shall be deemed a separate offense.

Section R113.4.1 Court costs and legal fees. In the event noncompliance with this code necessitates litigation, any person who violates a provision of this code shall be liable for court costs and reasonable attorney's fees incurred by the Village of Hinckley.

Section R114.2 Unlawful continuance. Any person who shall continue any work in or about the structures after having been served with a stop work order, except such work as that person is directed to perform to remove a violation or unsafe condition, shall be subject to a fine of not less than $75.00 nor more than $750.00. Each day unauthorized work continues after due notice has been served shall be deemed a separate offense.

Section R114.2.1 Court costs and legal fees. In the event noncompliance with this code necessitates litigation, any person who violates a provision of this code shall be liable for court costs and reasonable attorney's fees incurred by the Village of Hinckley.

Table R301.2(1) Insert the following data into table:

For Ground Snow Load: 30

For Wind Speed: 90

For Seismic Design Category: B

For Weathering: Severe

For Frost Line Depth: 42

For Termite: Moderate to Heavy

For Winter Design Temperature: -4° F

For Ice Barrier Underlayment Required: Yes

For Flood Hazards:

Not Applicable

Date of the currently effective FIRM and FBFM: Latest published edition.

For Air Freezing Index: 2000

For Mean Annual Temperature: 47°F

Section R311.5.6 Handrails. Type I handrails shall be provided on at least one side of each continuous run of treads or flight with three or more risers.

TABLE R404.1.1(1) Delete in its entirety and replace with:

TABLE R404.1.1(1)
PLAIN CONCRETE AND PLAIN MASONRY FOUNDATION WALLS

MAXIMUM WALL HEIGHT (feet)	MAXIMUM UNBALANCED BACKFILL HEIGHT ^c (feet)	PLAIN CONCRETE MINIMUM NOMINAL WALL THICKNESS (Inches)			PLAIN MASONRY ^a MINIMUM NOMINAL WALL THICKNESS (Inches)
		Soil classes;sup\sup;
		GW, GP, SW and SP	GM, GC, SM, SM-SC and ML	SC, MH, ML-CL and Inorganic CL	GW, GP, SW and SP	GM, GC, SM, SM-SC and ML	SC, MH, ML-CL and Inorganic CL
5	4 5	6 6	6 6	6 6	6 solid ^d or 8 6 solid ^d or 8	6 solid ^d or 8 8	6 solid ^d or 8 10
6	4 5 6	6 6 6	6 6 8 ^g	6 6 8 ^g	6 solid ^d or 8 6 solid ^d or 8 6 solid ^d or 8	6 solid ^d or 8 8 10	6 solid ^d or 8 10 12
7	4 5 6 7	6 6 6 8	6 6 8 8	6 8 ^g 8 10	6 solid ^d or 8 6 solid ^d or 8 10 12	8 ^g 10 12 10 solid ^d	8 10 10 solid ^d 12 solid ^d
8	4 5 6 7 8	6 6 8 ^g 8 10	6 6 8 10 10	6 8 10 10 12	6 solid ^d or 8 6 solid ^d or 8 10 12 10 solid ^d	6 solid ^d or 8 10 12 12 solid ^d 12 solid ^d	8 12 12 solid ^d Footnote e Footnote e
9	4 5 6 7 8 9	6 6 8 8 10 10	6 8 ^g 8 10 10 12	6 8 10 10 12 Footnote f	6 solid ^d or 8 8 10 12 12 solid ^d Footnote e	6 solid ^d or 8 10 12 12 solid ^d Footnote e Footnote e	8 12 12 solid ^d Footnote e Footnote e Footnote e

For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square inch = 6.895 Pa.

a. Mortar shall be Type M or S and masonry shall be laid in running bond. Ungrouted hollow masonry units are permitted except where otherwise indicated.

b. Soil classes are in accordance with the Unified Soil Classification System. Refer to Table R405.1.

c. Unbalanced backfill height is the difference in height of the exterior and interior finish ground levels. Where an interior concrete slab is provided, the unbalanced backfill height shall be measured from the exterior finish ground level to the top of the interior concrete slab.

d. Solid grouted hollow units or solid masonry units.

e. Wall construction shall be in accordance with Table R404.1.1(2) or a design shall be provided.

f. A design is required.

g. Thickness may be 6 inches, provided minimum specified compressive strength of concrete, ƒ' _c' is 4.0(x) psi.

TABLE R404.1.1(2) Delete in its entirety and replace with:

TABLE R404.1.1(2)
REINFORCED CONCRETE AND MASONRY ^a FOUNDATION WALLS

MAXIMUM WALL HEIGHT (feet)	MAXIMUM UNBALANCED BACKFILL HEIGHT ^c (feet)	MINIMUM VERTICAL REINFORCEMENT SIZE AND SPACING ^{b, c} FOR 8-INCH NOMINAL WALL THICKNESS
		Soil classes ^d
		GW, GP, SW and SP solls	GM, GC, SM, SM-SC and ML solls;	SC, MH, ML-CL and Inorganic CL solls
6	5 6	#4 at 48" o.c. #4 at 48" o.c.	#4 at 48" o.c. #4 at 40" o.c.	#4 at 48" o.c. #5 at 48" o.c.
7	4 5 6 7	#4 at 48" o.c. #4 at 48" o.c. #4 at 48" o.c. #4 at 40" o.c.	#4 at 48" o.c. #4 at 48" o.c. #5 at 48" o.c. #5 at 40" o.c.	#4 at 48" o.c. #4 at 40" o.c. #5 at 40" o.c. #6 at 48" o.c.
8	5 6 7 8	#4 at 48" o.c. #4 at 48" o.c. #5 at 48" o.c. #5 at 40" o.c.	#4 at 48" o.c. #5 at 48" o.c. #6 at 48" o.c. #6 at 40" o.c.	#4 at 40" o.c. #5 at 40" o.c. #6 at 40" o.c. #6 at 24" o.c.
9	5 6 7 8 9	#4 at 48" o.c. #4 at 48" o.c. #5 at 48" o.c. #5 at 40" o.c. #6 at 40" o.c.	#4 at 48" o.c. #5 at 48" o.c. #6 at 48" o.c. #6 at 32" o.c. #6 at 24" o.c.	#5 at 48" o.c. #6 at 48" o.c. #6 at 32" o.c. #6 at 24" o.c. #6 at 16" o.c.

For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm.

a. Mortar shall be Type M or S and masonry shall be laid in running bond.

b. Alternative reinforcing bar sizes and spacings having an equivalent cross-sectional area of reinforcement per lineal foot of wall shall be permitted provided the spacing of the reinforcement does not exceed 72 inches.

c. Vertical reinforcement shall be Grade 60 minimum. The distance from the face of the soil side of the wall to the center of vertical reinforcement shall be at least 5 inches.

d. Soil classes are in accordance with the Unified Soil Classification System. Refer to Table R405.1.

e. Unbalanced backfill height is the difference in height of the exterior and interior finish ground levels. Where an interior concrete slab is provided, the unbalanced backfill height shall be measured from the exterior finish ground level to the top of the interior concrete slab.

TABLE R404.1.1(3) Delete in its entirety and replace with:

TABLE R404.1.1(3)
REINFORCED CONCRETE AND MASONRY ^a FOUNDATION WALLS

MAXIMUM WALL HEIGHT (feet)	MAXIMUM UNBALANCED BACKFILL (feet)	VERTICAL REINFORCEMENT SIZE AND SPACING ^{b, c} FOR 12-INCH NOMINAL WALL THICKNESS HEIGHT ^c
		Soil classes ^d
		GW, GP, SW and SP solls	GM, GC, SM, SM-SC and ML solls	SC, MH, ML-CL and Inorganic CL solls
7	4 5 6 7	#4 at 72" o.c. #4 at 72" o.c. #4 at 72" o.c. #4 at 72" o.c.	#4 at 72" o.c. #4 at 72" o.c. #4 at 64" o.c. #4 at 48" o.c.	#4 at 72" o.c. #4 at 72" o.c. #4 at 48" o.c. #5 at 56" o.c.
8	5 6 7 8	#4 at 72" o.c. #4 at 72" o.c. #4 at 64" o.c. #4 at 48" o.c.	#4 at 72" o.c. #4 at 56" o.c. #5 at 64" o.c. #4 at 32" o.c.	#4 at 72" o.c. #4 at 56" o.c. #5 at 64" o.c. #4 at 32" o.c. #5 at 40" o.c.
9	5 6 7 8 9	#4 at 72" o.c. #4 at 72" o.c. #4 at 56" o.c. #4 at 64" o.c. #5 at 56" o.c.	#4 at 72" o.c. #4 at 56" o.c. #4 at 40" o.c. #6 at 64" o.c. #7 at 72" o.c.	#4 at 72" o.c. #5 at 64" o.c. #6 at 64" o.c. #6 at 48" o.c. #6 at 40" o.c.

For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm.

a. Mortar shall be Type M or S and masonry shall be laid in running bond.

b. Alternative reinforcing bar sizes and spacing having an equivalent cross-sectional area of reinforcement per lineal foot of wall shall be permitted provided the spacing of the reinforcement does not exceed 72 inches.

c. Vertical reinforcement shall be Grade 60 minimum. The distance from the face of the soil side of the wall to the center of vertical reinforcement shall be at least 8.75 inches.

d. Soil classes are in accordance with the Unified Soil Classification System. Refer to Table R405.1.

TABLE R404.1.1(4) Delete in its entirety and replace with:

TABLE R404.1.1(4)
REINFORCED CONCRETE AND MASONRY ^a FOUNDATION WALLS

MAXIMUM WALL HEIGHT (feet)	MAXIMUM UNBALANCED BACKFILL (feet)	MINIMUM VERTICAL REINFORCEMENT SIZE AND SPACING ^{b, c} FOR 10-INCH NOMINAL WALL THICKNESS HEIGHT ^c
		Soil classes ^d
		GW, GP, SW and SP solls	GM, GC, SM, SM-SC and ML solls	SC, MH, ML-CL and Inorganic CL solls
7	4 5 6 7	#4 at 56" o.c. #4 at 56" o.c. #4 at 56" o.c. #4 at 56" o.c.	#4 at 56" o.c. #4 at 56" o.c. #4 at 48" o.c. #4 at 56" o.c.	#4 at 56" o.c. #4 at 40" o.c. #5 at 56" o.c. #5 at 40" o.c.
8	5 6 7 8	#4 at 56" o.c. #4 at 56" o.c. #4 at 48" o.c. #5 at 56" o.c.	#4 at 56" o.c. #4 at 48" o.c. #4 at 48" o.c. #4 at 32" o.c. #5 at 40" o.c.	#4 at 48" o.c. #5 at 56" o.c. #6 at 56" o.c. #7 at 56" o.c.
9	5 6 7 8 9	#4 at 56" o.c. #4 at 56" o.c. #4 at 56" o.c. #4 at 32" o.c. #5 at 40" o.c.	#4 at 56" o.c. #4 at 40" o.c. #5 at 48" o.c. #6 at 48" o.c. #6 at 40" o.c.	#4 at 48" o.c. #4 at 32" o.c. #6 at 48" o.c. #4 at 16" o.c. #7 at 40" o.c.

For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm.

a. Mortar shall be Type M or S and masonry shall be laid in running bond.

c. Vertical reinforcement shall be Grade 60 minimum. The distance from the face of the soil side of the wall to the center of vertical reinforcement shall be at least 6.75 inches.

d. Soil classes are in accordance with the Unified Soil Classification System. Refer to Table R405.1.

Section R404.1.2 Concrete foundation walls. Concrete foundation walls shall be constructed as set forth in Tables R404.1.1(1), R404.1.1(2), R404.1.1(3) and R404.1.1(4), and shall also comply with the provisions of this section and the applicable provisions of Section R402.2. In Seismic Design Categories D0, D1, and D2, concrete foundation walls shall comply with Section R404.1.4.

TABLE R404.4(3) Delete in its entirety and replace with:

TABLE R404.4(3)
9.5-INCH THICK FLAT ICF FOUNDATION WALLS ^{a, b, c, d, e}

HEIGHT OF BASEMENT WALL (feet)	MAXIMUM UNBALANCED BACKFILL	MINIMUM VERTICAL REINFORCEMENT SIZE AND SPACING ^f HEIGHT ^f (feet)
HEIGHT OF BASEMENT WALL (feet)	MAXIMUM UNBALANCED BACKFILL	Soil I ^g	Soil II ^g	Soil III ^g
8	7	N/R	N/R	N/R
9	6	N/R	N/R	N/R
	7	N/R	N/R	#3@6"; #4@12"; #5@18"; #6@26"
	8	N/R	#3@6"; #4@12"; #5@18"; #6@26"	#3@4"; #4@8"; #5@14"; #6@18"
10	5	N/R	N/R	N/R
	6	N/R	N/R	#3@10"; #4@18"; #5@26"; #6@36"
	7	N/R	N/R	#3@6"; #4@10"; #5@18"; #6@24"
	8	N/R	#3@6"; #4@12"; #5@16"; #6@24"	#3@4"; #4@8"; #5@12"; #6@16"
	9	N/R	#3@4"; #4@8"; #5@12";#6@24"	#3@4"; #4@6"; #5@10"; #6@12"

For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square inch = 6.895 kPa.

a. This table is based on concrete with a minimum specified concrete strength of 2500 psi, reinforcing steel with a minimum yield strength of 40,000 psi. When reinforcing steel with a minimum yield strength of 60,000 psi is used, the spacing of the reinforcement shall be increased to 1.5 times the spacing value in the table.

b. This table is not intended to prohibit the use of an ICF manufacturer's tables based on engineering analysis in accordance with ACI 318.

c. N/R denotes "not required".

d. Deflection criteria L /240.

e. Interpolation between rebar sizes and spacing is not permitted.

f. Unbalanced backfill height is the difference in height of the exterior and interior finished ground. Where an interior concrete slab is provided, the unbalanced backfill height shall be measured from the exterior finished ground level to the top of the interior concrete slab.

g. Soil classes are in accordance with the Unified Soil Classification System. Refer to Table R405.1.

Section R404.4.1 Applicability limits. The provisions of this section shall apply to the construction of insulating concrete form foundation walls for buildings not greater than 60 feet (18 288 mm) in plan dimensions, and floors not greater than 32 feet (9754 mm) or roofs not greater than 40 feet (12 192 mm) in clear span. Buildings shall not exceed two stories in height above-grade with each story not greater than ten feet (3048 mm) high. Foundation walls constructed in accordance with the provisions of this section shall be limited to buildings subjected to a maximum ground snow load of 70 psf (3.35 kN/m2) and located in Seismic Design Category A, B or C. In Seismic Design Categories D ₀ , D ₁ , and D ₂ , foundation walls shall comply with Section R404.1.4.

Section R404.4.2 Flat insulating concrete form wall systems . Flat ICF wall systems shall comply with Figure R611.3, shall have a minimum concrete thickness of 5.5 inches (140 mm), and shall have reinforcement in accordance with Table R404.4(1), R404.4(2) or R404.4(3).

Section P2603.6.1. Sewer Depth. Building sewers that connect to a private sewage disposal system shall be a minimum of 42 inches below finished grade at the point of septic tank connection. Building sewers shall be a minimum of 42 inches below grade.

Section P3103.1 Roof extension. All open vent pipes that extend through a roof shall be terminated above the roof in accordance with the Illinois State Plumbing Code, latest edition, except where a roof is to be used for any purpose other than weather protection, the vent extensions shall be run at least seven feet (2134 mm) above the roof.

AP101 Fire sprinklers. An approved automatic fire sprinkler system shall be installed in new multiple single (one-) family dwellings (townhomes) and two-family (duplex) dwellings in accordance with NFPA 13D.

(j)

Property Maintenance Code.

(1)

International Property Maintenance Code: The International Property Maintenance Code™, 2006 edition, as published by the International Code Council, Inc., be and is hereby adopted as the Property Maintenance Code of the Village of Hinckley, DeKalb County, Illinois, for regulating and governing the conditions and maintenance of all property, buildings, and structures; by providing the standards for supplied utilities and facilities and other physical things and conditions essential to ensure that structures are safe, sanitary, and fit of occupation and use; and the condemnation of buildings and structures unfit for human occupancy and use, and the demolition of such existing structures as herein provided; providing for the issuance of permits and collection of fees therefore; and each and all of the regulations, provisions, penalties, conditions and terms of said International Property Maintenance Code, on file in the office of the Village of Hinckley are hereby referred to, adopted, and made a part hereof, as if fully set out in this chapter, with the specific revisions otherwise noted in section 18-2(j)(2), is hereby adopted by reference.

(2)

The following sections of the International Property Maintenance Code, 2006 edition, are hereby revised, amended, or added in words and figures as follow[s]:

Section 101.1 Title. These regulations shall be known as the Property Maintenance Code of the Village of Hinckley, DeKalb County, Illinois, and shall be cited as such and will be hereinafter referred to as "this code."

Section 103.5 Fees. The fees for activities and services performed by the department in carrying out its responsibilities under this code shall be in accordance with Ordinance No. 2008-02, as may be amended from time to time.

Section 106.4 Violation penalties. Any person who shall violate a provision of this code, or fail to comply therewith, or with any of the requirements thereof, shall be prosecuted within the limits provided by state and local laws; and, shall be subject to a fine of not less than $75.00 nor more than $750.00. Each day a violation continues after due notice has been served shall be deemed a separate offense.

Section 106.4.1 Court costs and legal fees. In the event noncompliance with this code necessitates litigation, any person who violates a provision of this code shall be liable for court costs and reasonable attorney's fees incurred by the Village of Hinckley.

Section 111.2 Membership of board. The board of appeals shall be the village board of trustees. Therefore, for the purposes of this code, the board of appeals shall be construed to mean the village board of trustees. The code official shall be an ex-officio member but shall have no vote on any matter before the board.

Section 111.2.1 Alternate members. Deleted in its entirety.

Section 111.2.2 Chairman. Deleted in its entirety.

Section 111.2.4 Secretary. Deleted in its entirety.

Section 111.2.5 Compensation of members. Deleted in its entirety.

Section 111.5 Postponed hearing. When a quorum is not present to hear an appeal, the matter shall be continued to another date convenient to all parties.

Section 111.6 Board decision. The board shall modify, reverse, or uphold the decision of the code official only by a concurring vote of the majority of members present at the meeting.

Section 302.4 Weeds. All premises and exterior property shall be maintained free from weeds or plant growth in excess of eight inches. (Rest of section remains the same.)

Section 304.14 Insect screens. During the period from March 31 to October 31, every door, window and other opening required for ventilation of habitable rooms, food preparation areas, food service areas where products to be included or utilized for human consumption... (Rest of paragraph remains the same.)

Section 602.3 Heat supply. "...to furnish heat to the occupants thereof shall supply heat during the period from October 1 to April 30 to maintain a temperature of not less than 65°F (18°C) in all habitable rooms, bathrooms, and toilet rooms." (Rest of section remains the same.)

Section 602.4 Occupiable spaces. Indoor occupiable work spaces shall be supplied with heat during the period from October 1 to April 30 to maintain a temperature of not less than 65°F (18°C) during the period the spaces are occupied. (No changes to Exceptions.)

(Code 1987, § 5-2; Ord. No. 2008-03, § 1, 2-4-2008)

State law reference

Adoption by reference, 65 ILCS 5/1-3-1 et seq.

Cross reference

Utilities, ch. 86; zoning, app. A.

                    
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