The following sections are hereby revised.
(A) Section R101.1. Insert: Village of Matteson.
(B) Section R105.2. Delete: Items 1 through 5, and item 10, under "Building".
(C) Section R106.1. Revise the second sentence to read: "The construction documents shall be prepared by an Illinois licensed design professional."
(D) Section R106.2. Delete the first sentence and replace with the following:
The construction documents submitted with the application for permit shall be accompanied by a site plan showing to scale the size and location of new construction/improvements, and existing structures on the site, distances from lot lines, the established street grades, the proposed finished grades, top of foundation, elevations at the property corners and any additional spot elevations required to indicate drainage patterns; and it shall be drawn in accordance with an accurate boundary survey by a registered Illinois Professional Land Surveyor.
(E) Add the following sections:
Section R106.2.1 Spotted Plat of Survey. Upon installation of the foundation the permit holder shall submit a spotted plat of survey showing to scale the size and location of the new construction and existing structures on the site, distances from lot lines, and top of foundation drawn in accordance with an accurate boundary line survey by a registered Illinois Professional Land Surveyor.
Section R106.2.2 Final Plat of Survey. Upon completion of the new construction the permit holder shall submit a final plat of survey showing to scale the size and location all improvements, distances from lot lines, proposed and final grades, spot elevations and elevations at property corners, proposed and existing top of foundation.
Section R107.5 Temporary Driveway. A temporary driveway consisting of a minimum of 2-inch size stone shall be installed after the foundation is constructed and before any further construction.
Section R108.4.1 Cash Bond. The Village may request the deposit of a cash bond in an amount determined by the permit fee schedule to insure the restoration of public property that may be damaged during the construction of the improvements for which a permit is sought. In the event there is damage to public property as a result of the construction activities for which the permit was sought and proper restoration was not performed, the bond will be liquidated to pay for such repairs as needed. Such bond or remaining portion thereof will be returned to the applicant upon verification of completion of any required restoration work.
Section R115 Hours of Construction. Construction or activities related to construction shall be permitted only during the following times:
Weekdays | 7:00 a.m. to 7:00 p.m. |
Saturdays | 8:00 a.m. to 7:00 p.m. |
Sundays and holidays | 9:00 a.m. to 7:00 p.m. |
(F) Table R301.2(1). Insert the following data into the table:
Ground snow load | 30 lbs/sq. ft. |
Wind design (speed) | 115 mph |
Wind design (topographic effects) | No |
Seismic design category | B |
Subject to damage from (weathering) | Severe |
Subject to damage from (frost line depth) | 42" below grade |
Subject to damage from (termite) | Moderate to heavy |
Winter design temperature | -5°F |
Ice barrier underlayment required | Yes |
Flood hazards | No |
Air freezing index | 2,000 |
Mean annual temperature | 48°F |
Elevation | 758 |
Latitude | 42 |
Winter heating | 1 |
Summer cooling | 88° |
Altitude correction factor | .98 |
Indoor design temperature | 72°F |
Design temperature cooling | 75°F |
Heating temperature differential | (72) |
Cooling temperature differential | 15 |
Wind velocity heating | 15 |
Wind velocity cooling | 7 ½ |
Coincident wet bulb | 74 |
Daily range | M |
Winter humidity | 40 |
Summer differential | 2.25 |
(G) Section R302.2.2, Item 1. Revise to read:
"Where a fire sprinkler system is provided, the common wall shall be not less than a 2-hour Fire-resistance-rated wall assembly tested in accordance with ASTM E119, UL 263 or section 703.3 of the International Building Code.
(H) Section R304.1. Revise to read:
"Habitable rooms shall have a floor area of not less than 100 square feet."
(I) Section R304.2. Revise to read:
"Habitable rooms shall not be less than 8 feet in any horizontal dimension."
(J) Section R305.1.
Revise the first sentence to read:
"Habitable space shall have a ceiling height of not less than 8 feet."
Revise the second sentence to read:
"Bathrooms, toilet rooms, laundry rooms and basements shall have a ceiling height of not less than 7 feet 6 inches."
(K) Section R309.1. Add subsection R309.1.1 Gas Curb. The garage floor shall be poured a minimum of 4 inches below the top of the foundation or have a concrete gas curb a minimum of 4 inches tall at all walls of the garage abutting the house. The gas curb shall be placed before the garage floor is placed or be monolithic and be part of the garage floor.
(L) Section R311.3. Add the following sentence to the end:
"All exterior door landings shall be supported by a frost protected footing/foundation."
(M) R324.1. Add subsection R324.1.1 Raceway requirements. Solar panel conduit shall be placed in the attic and not on the roof covering. The conduit shall be located as to not interfere with proper attic access. Exceptions: 1. Cathedral Ceilings. 2. Approval from the village inspector prior to installation. No conduit or other items shall be placed in the fire department setback or accessible pathways. Solar panels shall be a minimum of 3 feet from all walls intersecting with the roof area.
(N) Section R401.3. Add:
"All dwellings shall be equipped with gutters, downspouts, extensions and/or splash blocks adequately designed and installed to accommodate roof drainage. All accessory structures with a footprint of larger than 144 square feet shall be equipped with gutters, downspouts, extensions and/or splash blocks adequately designed and installed to accommodate roof drainage."
(O) Section R402.1. Delete the entire section and replace with the following:
Wood foundation systems shall not be permitted for dwelling units. Detached accessory structures with a footprint of 144 square feet or less may be placed on an approved wood platform provided that wood in direct contact with the ground shall be protected against decay in accordance with Section R317. Such platform shall be anchored to the ground with an approved anchoring system designed to withstand basic wind speed forces as determined by Figure R301.2 (5) A.
(P) Section R403.1.4.1. Revise to read:
"Except where otherwise protected from frost, foundation walls, piers, fences, decks, and other permanent supports of buildings and structures shall be protected from frost by one or more of the following:"
Rest of section to remain. Delete 403.1.4.1 delete exceptions 2 and 3. R403.3 Frost-protected shallow foundations. Delete in its entirety.
(Q) Section R405.1. Add the following to the end of the first paragraph:
"Sump pumps shall drain to storm sewer for all new construction unless directed otherwise by the village. Sump pump drainage shall discharge no closer than 10'-0" to property lines. The drain pipe shall be 1 size larger than the sump pump discharge pipe. Discharge shall not create standing or ponding water.
(R) Add the following:
Section R506.3 Accessory Structures. Accessory structures exceeding 144 square feet shall be supported by a concrete foundation and floor system as follows: the concrete shall be 12 inches thick at the perimeter of the foundation, which thickness shall extend a minimum of 6 inches inward before sloping at a 45 degree angle to meet the bottom of a 5-inch slab floor. The floor shall be reinforced with a minimum of #10,6 x 6 wire mesh or equivalent. The structure shall be anchored to the foundation with ½ inch x 8 inch anchor bolts, nuts and washers, with bolts extending a minimum of 6 inches into the concrete and placed 4 feet on center and within 2 per bottom plate and no more than 12 inches from the corners. Accessory structures over 144 square feet shall be provided an electrical circuit for a lighting outlet and a ground fault protected receptacle outlet. Accessory structures shall be located a minimum of 10'-0" from any structure used as a dwelling except wood decks attached to the dwelling, pergolas and gazebos with no walls.
Section R506.4 Concrete Flatwork. Driveways, driveway approaches, garage floors and public walks shall consist of 5 inches of concrete placed on a 5-inch base course consisting of clean graded and compacted gravel, crushed stone or crushed blast furnace slag passing a two-inch sieve. Concrete slabs for patios, service walks and similar structures shall consist of 4 inches of concrete with a minimum 6 x 6 welded wire fabric reinforcing placed on a 4-inch base course consisting of clean graded and compacted gravel, crushed stone or crushed blast furnace slag passing a two-inch sieve. Driveways shall only lead to approved off-street parking spacers). The driveway approach (city parkway) shall have a concrete thickness no less than 6 inches in depth with a width no greater the 25 feet parallel to the street.
The underlying soil shall be undisturbed and possess adequate load bearing capacity. Disturbed soils such as found in the over dig area surrounding a foundation shall be allowed to settle for minimum of six months or adequate bearing capacity shall be determined by a geotechnical evaluation. The specified compressive strength of concrete shall be as set forth in Section R402.2.
(S) Section R507.3.2. Delete exceptions.
(T) Section R703.1. Add subsection:
R703.1.3 Dissimilar Materials. Removal of dissimilar siding materials is required for siding replacement and repairs.. Siding, soffit, fascia material shall match throughout the entire structure. Special designs shall be approved by the Village prior to installation.
(U) Section R703.3. Add the following sentence to the end: New siding shall be installed over a sound flat substrate. Installing siding over existing lap or lap style siding is prohibited.
(V) Add Section R908.7 Dissimilar Materials. Removal of dissimilar roofing materials is required for reroofing. Roof material shall match throughout the entire structure.
(W) Chapters 25-33 are hereby deleted. For amendments to the electrical chapters, see the National Electrical Code (NEC) amendments in 150.046.
(X) Section M1503.1 Domestic Cooking Exhaust. Add the following: All domestic kitchen cooking appliances shall be provided with a ducted range hood.
(Y) Section M1503.3 Exhaust Discharge. Delete exception.
(2000 Code, § 150.004) (Ord. 1926, passed 10-6-2003; Ord. 1954, passed 1-20-2004; Ord. 2090, passed 11-20-2006; Ord. 3053, passed 4-7-2008; Ord. 4186, passed 4-1-2013; Ord. 4476, passed 10-18-2021)