The following sections of the International Residential Code for One- and Two-Family Dwellings, 2018 edition, are hereby revised as follows: In all chapters and sections, where "name of jurisdiction" and/or "chief appointing authority of the jurisdiction" is written, insert "Village of Shorewood". In all chapters and sections where "code official" is written, insert "chief building official or their designee". In all chapters and sections where "Department of Building Safety" is written, insert "Building Department".
R104.1 Authority. Amended as follows: The Building Official, hereinafter known as the "Chief Building Official or their designee" is hereby authorized and directed to administer and enforce all of the provisions of this Code.
Add. R104.12 Prefabricated Construction. A certificate of approval by the Illinois Department of Public Health and a certificate of approval by an approved agency shall be furnished with each prefabricated assembly. Manufacturers of modular housing construction shall be licensed and bonded with the Village of Shorewood in accordance with Section 8-1A-2
of the Village Code when applicable or as the Chief Building Official or their designee or may direct.
105.2 Work Exempt From Permit. Delete in its entirety.
Add. R105.5.1 Expiration. Penalties For Noncompleted Construction Work Requiring A Permit:
1) Commercial and Residential New Construction: Construction is required to be completed and successfully pass a final inspection by the Chief Building Official or their designee within twelve (12) months from the issue date of the permit. If the work is not completed within twelve (12) months, then the permit applicant must reapply for a new permit. The reapplication cost will be based on fifteen cents ($0.15) per square foot.
2) Other Permitted Construction: Construction is required to be completed within six (6) months of the time of issuance of the permit. If the work is not completed at that time, the permit holder must reapply for the permit at fifty percent (50%) of the original permit cost.
Add. R105.8 After the fact permits and building code compliance inspections. Any owner of property where work has been done without the required permit having been first obtained as required by Section R105.1, shall make an application to the Chief Building Official or their designee and obtain the required permit after the fact. However, the property owner shall allow the Building Department to conduct a building code compliance inspection and obtain a building permit to correct any deficiencies noted during the building code compliance inspection. After the fact permits and building code compliance inspections shall be subject to payment of double the permit and inspection fees based on the Building Department Fee Ordinance.
R106.1 Submittal documents. Amended as follows. Construction documents for new single-family dwellings, two-family dwellings, townhouse dwellings, duplex dwellings, additions to dwelling units, modifications which alter the roof of a dwelling unit of a substantial scope as determined by the Chief Building Official or their designee, shall be sealed and signed by an Illinois licensed architect or structural engineer, prior to submittal.
R109.1.1 Through R109.1.4 Delete and Add. R109.1.1 Inspections:
Footing Inspection:
Footings shall be drained of standing water and inspected prior to pouring.
• Storm water inlets protected with silt fence, filter fabric/logs.
• Keep site, parkway and street clean; Port-o-let required.
• Footings minimum eighteen inch by ten inch (18" X 10").
• Required Setbacks for foundation.
• Elevations with respect to approved grading plan.
• NO standing water or mud in footings.
• Concrete encased electrode installed to reinforcing bars and clamp listed for concrete encasement.
•
Submit Soils Test Report signed and sealed by State of Illinois licensed engineer confirming the soil load bearing capacity.
Foundation Wall Inspection:
Reinforcing rods required in walls and prior to pouring.
• Horizontal Rebar: three (3) #4 one half inch (1/2") rods: one foot up from top of footing, midpoint of wall and one foot down from top of wall. The top rod must offset over top of escape window.
• Vertical Rebar: per IRC requirements.
• Wall centered on the footing.
• Proper size of wall.
• Straightness & plumb of foundation wall.
Backfill Inspection:
Inspection prior to backfilling the wall.
• Wall damp proofing.
• Footing drain pipe with filter fabric and gravel, minimum twelve inches (12") over tile.
• Location of sump pit & drain.
• Window wells securely attached.
• Drains in the window wells.
• Anchor bolts & spacing, maximum six feet (6') o.c. and minimum twelve inches (12") from the corners.
• Bracing of walls if beams and concrete slab are not installed.
Underground Inspections:
Inspections shall be made prior to concealing.
• Underground plumbing (underground electric, if slab) inspection required. Provide ladder on site.
Garage Inspection:
Inspection made prior to pouring the concrete.
• Welded wire six inch by six inch (6" X 6") or fiber mesh.
• Fill with three to four inches (3-4") stone, topped with four inches (4") of three quarter inch (3/4") stone (no clay or dirt fill).
• Slab shall be minimum four inches (4") thick.
• Four inch (4") gas ledge into house.
• Slope floor towards garage door opening for drainage.
Basement Inspection:
Inspection made prior to pouring concrete.
• 6-mil vapor barrier seams overlapped twelve inches (12").
• Underground plumbing must be approved prior to pouring; Radon mitigation required by State Energy Code.
• Slab shall be minimum four inches (4") thick.
• Sump pit shall be a minimum of two inches (2") above basement floor.
• Basements must have access to the outside by means of an escape window thirty-two inches (32") in width and thirty- six inches (36") in height; horizontal rebar above and vertical at sides.
• Protective covers shall be required over basement window well openings per code requirements.
Spot Survey Inspection/Review:
•
Submit Foundation Survey prior to Electric Service inspection.
Electric Service Inspection:
• Ground connected to ground rod and electrode.
• Panel box covered, protected from elements.
• Upon approval, Village will notify Com-Ed to connect service.
Water & Sewer Tap Inspections:
• Water service and sanitary sewer shall be installed in separate trenches with a minimum of ten feet (10') horizontal separation.
• Water service shall be a minimum of five feet (5') below grade. Full size sewer cleanout shall be located within five feet (5') of building.
• Water service buffalo boxes cannot be located within concrete (driveway, drive apron or public walk) under any circumstances.
• No couplings, splices, joints, etc. are allowed between the tap and the b-box, and the b-box and the house.
Storm Sewer Connection Inspection:
• Sump pumps installed to receive and discharge groundwaters or other stormwaters shall be connected to the storm sewer. See section R328.
Rough Inspections:
Inspection of all MEP rough-ins made prior to installation of insulation. The roof shall be weather tight and the window openings shall be sealed. Ice and water shield and housewrap will also be inspected at this time.
• Framing: Truss drawings on-site; drywall backing; fire stopping around all holes in floors, studs and walls; chimney fire stopping and clearance; double floor joist below interior load bearing walls; headers; bracing; joist overlap minimum four inch (4"); stairways thirty-six inch (36") width, ten inch (10") minimum tread, seven and three quarter inch (7-3/4") maximum rise; handrails required for four (4) or more risers; six foot eight inches (6'-8") minimum head room clearance; bridging; flashing; beam bolts and anchor bolt spacing; anchor bolts tightened; anchor bolts on middle third of sill; hurricane clips; lateral wall bracing for walls over eight feet (8'0") high; stiff backs; notching; boring; shield plates; safety glass in hazardous locations; window child fall protection.
• Electrical: Wires are required to be pulled prior to rough inspection. Conduit must be metallic - EMT, IMC, or RMC can be used for interior electrical. GFCI, arc-fault and tamper resistant receptacles where required per NEC 2011.
• Mechanical: Submit Blower Door or Air Leakage Reports, as required by IL Energy Code; dryer exhaust length labeled, maximum thirty-five foot (35') run, capped if dryer not installed by final; Whole house mechanical ventilation required. Range hoods that exhaust over 400 cfm require fresh air intake/makeup air.
• Plumbing: Submit Stack Test Results (at inspection). System shall be tested with water or air; all hot water piping shall be insulated from the water heater to the fixture(s); fixtures shall be labeled Water Sense product, as specified by EPA, when such labeled fixtures are available per municipal ordinance.
• Radon: Passive Radon system requires future power source in attic and must be accessible, sump pit shall be covered with a gasketed sealed lid, and exposed and visible vent pipes identified.
Insulation Inspection:
Inspection made prior to the installation of the drywall.
• Fire-stopping (non-combustible materials) for penetrations. Fire-stopping all vertical and horizontal connections.
• All joints, penetrations, doors and windows shall be caulked, gasketed weather-stripped, or otherwise sealed. Conduit in slabs, gaps and openings in concrete (behind tubs and shower on exterior walls) need to be sealed.
• Attic R-38 (performance) or R-49 (prescriptive); Walls R-13.
• Engineered floor joist (I-beams, TJI's, trusses) on first floor require fire protected basement ceiling (drywall, flak jacket, etc.)
• NO paper-backed insulation in unfinished basements.
• Drywall under stairs required.
• Garage drywall on interior walls.
• Type X drywall on garage ceiling if second floor above.
Final Inspections:
Inspection is made when all work is completed and prior to occupancy. No furniture can be brought in until the Occupancy permit is issued. If there are workers still doing work when the inspector arrives he will red tag the job and a re-inspection will be required.
• Completed Electrical: GFCI, arc-fault and tamper- resistant receptacles where required per NEC 2017; interior & exterior lighting; ground panel box; bonding of water pipe at water meter; bonding of gas and water line; interconnected smoke detectors; carbon monoxide detectors required outside each separate sleeping area. All lights in working condition. Access to whirlpool motor.
• Completed Plumbing: Plumbing fixtures; water heater; future openings capped; sump pump connection & overhead sewers.
• Completed HVAC: Installation of furnace, ducts, vents & flue. Covers on duct openings; Energy certificate at furnace.
• Completed General: Interior and exterior painting, staining, caulking; interior trim; kitchen & bath counter tops, cabinets & flooring; guardrails and handrails; interior & exterior doors; windows, screens; safety glass in hazardous locations; garage doors; one (1) hour separation between house & garage; house numbers six inch (6") minimum height per municipal code, no script; chimney spark arrestor; fireplace chimney cricket.
• Completed Utilities: Buffalo Box set to final grade and water meter remote reader installed by Utility Division.
• Completed Concrete: Driveway shall be minimum five inches (5") concrete on minimum four inches (4") compacted three quarter inch (3/4") clean or crushed stone (no pea gravel). All portions of the driveway shall include six inch by six inch (6"x6") welded wire or fiber mesh.
1) Construction Specifications:
a. Any residential unit in a development for which a plat of subdivision or planned unit development has been approved prior to June 10, 1997, shall have a paved driveway constructed of either five inch (5") 6-bag mix concrete or two inches (2") of bituminous asphalt. In such developments where a preliminary plat has been approved prior to said effective date, asphalt driveway approach aprons (aprons) are permitted. Such aprons shall be constructed of three inch (3") bituminous asphalt on top of a minimum of six inches (6") of compacted CA-6 stone. Such asphalt shall be installed using two (2) lifts of one and one-half inches (11/2") each.
b. All residences except as mentioned above shall have paved driveways constructed with five inches (5") 6-bag mix concrete installed on minimum four inch (4") clean gravel or crushed stone. The driveway apron and public sidewalk at the driveway shall be constructed per the land subdivision ordinance standard construction details. Private residential concrete patios and service walks shall be constructed with minimum four inch (4") 6-bag mix concrete installed on minimum four inch (4") compacted clean gravel or crushed stone.
c. All driveways and aprons shall be installed prior to the issuance of an occupancy permit. If weather does not permit completion of the driveway prior to occupancy, the Chief Building Inspector or their designee may issue a conditional certificate of occupancy and the driveway and the apron must be completed within six (6) months from date of occupancy.
d. All developments which are subject to subsection 1b of this section (i.e., no preliminary plat has been approved prior to the effective date of this subsection 1) may request a variance to allow asphalt driveways instead of concrete driveways. The Village Board may grant such a variance if it deems it is to be in the best interest of the Village.
e. Variances are not authorized with regard to the aprons which all must be concrete as provided in subsection 1b of this section.
2) Exemption From Slope Requirements: The Chief Building Inspector or their designee may, upon request, waive the driveway maximum slope provision of eight percent (8%) and allow a greater or steeper slope, when, in his sole discretion, the natural grade of the building site requires the same for proper driveway construction.
• Completed Concrete: Driveway apron (and public sidewalk within apron) shall be six inches (6") of concrete on four inches (4") compacted three quarter inch (3/4") clean crushed stone (CA-6 preferred). Expansion joint shall be used between driveway and sidewalks. Two (2) #4 reinforcing bars, ten (10) feet long shall be used over all utility trenches for new sidewalks. New public walk must be pinned to existing with three (3) rebar.
• Completed Concrete: Public Walk (not within apron) shall be five inches (5") of concrete on four inches (4") compacted three quarter inch (3/4") clean crushed stone.
• Completed Concrete: Patios and Service Walks shall be minimum four inches (4") concrete on minimum four inches (4") compacted three quarter inch (3/4") clean or crushed stone (no pea gravel). Patios shall include six inch by six inch (6"x6") welded wire or fiber mesh.
• Completed Concrete: Stoops shall be poured on a minimum four inches (4") compacted three quarter inch (3/4") clean or crushed stone (no pea gravel).
• Completed Final Grading: Submit As-Built Survey two (2) weeks prior to request for Final Inspection. Sump pump line connected to storm sewer system.
• Completed Landscaping and Parkway Tree(s): Downspouts directed away from foundation, walks and driveways. Parkway tree(s) planted and compliant with species, size, location, number and tag requirements. For complete parkway tree requirements, see Village of Shorewood Municipal Code, Title 4, Chapter 7
, Trees and Shrubs.
Cold Weather Regulations: If, for more than three (3) consecutive days, the average daily temperature is less than forty degrees (<40°) Fahrenheit or Air temperature is less than forty degrees (<40°) Fahrenheit for more than 12 hours (average daily air temperature is the average of the highest and lowest temperatures occurring from midnight to midnight):
• Footings must be poured only on dry soil when the temperature is greater than twenty-five degrees (>25°) Fahrenheit. Forms must be kept in place for a minimum of forty-eight (48) hours before removal. Footings must be protected with either insulation blankets or at least one (1) foot of straw covered with plastic to prevent air and water infiltration. Straw must cover the top and sides of the footing completely.
• Foundation Walls must be poured only when the temperature is greater than twenty-five degrees (>25°) Fahrenheit. The pour must be completed by (12) noon to maximize curing time prior to falling temperatures at night. Forms must be kept in place for a minimum of seventy-two (72) hours before removal. Walls must be protected with insulation blankets for a minimum of seventy-two (72) hours prior to any removal of form work.
• Basement and Garage Slabs can be poured from January 1 - April 1 only if the concrete is roofed over, has been heated prior to and after the pour and the temperature is greater than twenty-five degrees (>25°) Fahrenheit. Forms must be kept in place for a minimum of twenty-four (24) hours before removal.
• Stoops and Porches can be poured from January 1 - April 1 only if the concrete is roofed over, has been heated prior to and after the pour and the temperature is greater than twenty-five degrees (>25°) Fahrenheit. Forms must be kept in place for a minimum of twenty-four (24) hours before removal.
• Outside Flat Work (walks, patios, driveways, slabs, etc.) are NOT allowed to be poured from January 1st through April 1st due to inclement weather conditions. When applicable, temperature must be greater than forty degrees (>40°) Fahrenheit for more than twelve (12) hours.
Adequate equipment must be provided for heating and protecting concrete materials, forms and fillers during freezing or near freezing weather. All ground where installing concrete must also be free of frost and ice. Frozen materials or materials containing ice must not be used.
Construction Completion Cash Bond Requirements: Bonds may be posted when winter or adverse weather prevents completion of work. All work shall be completed no later than six (6) months from date of occupancy, and request for return of any cash deposits must also be submitted to the Village within six (6) months from date of occupancy (Request for Release of Bond form). Re-inspection fees are non-refundable.
Cash Bond Amounts:
Final Survey $1,000, Landscaping (sod) $5,000, Parkway Tree $500 (corner lot $1,000), Drive/Apron $5,000 (asphalt $2,000), Public Walk $1,500 (corner lot $3,000), Service Walk $500
R110.2 Change in use or occupancy. Delete in its entirety and replace with: The use or occupancy of any building shall not be changed until a certificate of occupancy permitting the new use or occupancy is issued by the Chief Building Official or their designee. No such certificate of occupancy shall be issued unless the building substantially complies with the requirements of this chapter.
R110.4 Temporary Occupancy. Amended as follows: Upon written request, the Chief Building Official or their designee may issue a temporary certificate of occupancy for the use of any building or structure prior to the completion and occupancy of the entire building or structure and general development standards of such property, provided that such portion or portions shall be occupied safely prior to full completion of the structure or the general development standards of such property without endangering life or public welfare and upon the following conditions:
1) The owner or general contractor deposits sufficient funds reasonably calculated for the cost of full compliance with all the applicable ordinances or state law payable to the village in an escrow account established by the village;
2) Said temporary certificate of occupancy may be revoked if conditions are not complied with as determined in writing by the Chief Building Official or their designee;
3) Such temporary certificate of occupancy shall expire up to six (6) months from the date of issuance;
4) Temporary certificates of occupancy issued prior to the passage of this amendment to this section shall expire six (6) months from the passage date of this amendment and
5) No temporary certificate of occupancy shall be issued to an owner or general contractor if the owner, general contractor or any of the principal officers of the owner or general contractor owe any monetary obligation including, but not limited to fines and fees, to the village for any purpose. The village shall return the above-referenced funds maintained in the escrow account to the owner or general contractor upon the following conditions:
a) Final certificate of occupancy was granted upon the expiration of the temporary certificate of occupancy;
b) Upon the final inspection, the building or structure and general development standards of such property are in full compliance with all applicable ordinances or state law;
c) There are no unpaid fines against the owner or general contractor by an administrative hearing officer or a circuit court for violations of this division or other provisions of the Village Code including, but not limited to the Zoning and Land Subdivision Code related to construction.
The above-referenced funds maintained in the escrow account shall be applied to any unpaid fees or monetary obligations owed to the village including, but not limited to fines against the owner or general contractor imposed by an administrative hearing officer or a circuit court for violations of this division or other provisions of the Village Code related to construction, erection, alteration, repair or occupancy of the building or structure or general development standards of such property for which the temporary certificate was issued.
R112.1 General. Amended as follows: Decisions or determinations made by the Chief Building Official or their designee, relative to the application and interpretation of this code, are final.
R112.2 Limitations on authority. Delete in its entirety.
R112.3 Qualifications. Delete in its entirety.
R113.4 Violation Penalties. Amended as follows: Unless otherwise specifically noted, any person who shall violate a provision of this Code or shall fail to comply with any of the requirements thereof or who shall erect, construct, alter or repair a building or structure in violation of an approved plan or directive of the Chief Building Official or their designee, or of a permit or certificate issued under the provisions of this Code, in addition to any other remedies, shall be liable and shall pay a penalty as set forth in Section 1-4-1
of the Village Code. Each day that a violation continues shall be deemed a separate offense.
R301.2(1)
Table R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
| |||||
GroundSnow Load | Wind Design | Seismic Design Categoryf | |||
Speedd (mph) | Topographic Effectsk | Special Wind Regionl | Wind-Borne Debris Zonem | ||
30psf | 115 90 | No | No | No | A |
Subject To Damage From | Winter Design Tempe | Ice Barrier Underlayment Requiredh | Flood Hazardsg | Air Freezing Indexi | Mean Annual Tempj | ||
Weatheringa | Frost Line Depthb | Termitec | |||||
Severe | 42" | Moderate/ heavy | -4°F | Yes | FIRM | 2000 | 47.8°F |
For SI: 1 pound per square foot = 0.0479kPa, 1 mile per hour = 0.447 m/s
a.Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this Code. The weathering column shall be filled in with the weathering index, "negligible," "moderate" or "severe" for concrete as determined from Figure R301.2(3). The grade of masonry units shall be determined from ASTM C 34, C 55, C 62, C 73, C 90, C 129, C 145, C 216 or C 652.
b.The frost line depth may require deeper footings than indicated in Figure R403.1(1). The jurisdiction shall fill in the frost line depth column with the minimum depth of footing below finish grade.
c.The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has been a history of local subterranean termite damage.
d.The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map [Figure R301.2(4)A]. Wind exposure category shall be determined on a site-specific basis in accordance with Section R301.2.1.4.
e.The outdoor design dry-bulb temperature shall be selected from the columns of 971/2-percent values for winter from Appendix D of the International Plumbing Code. Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience as determined by the Chief Building Official or their designee.
f.The jurisdiction shall fill in this part of the table with the seismic design category determined from section R301.2.2.1.
g.The jurisdiction shall fill in this part of the table with (a) the date of the jurisdiction's entry into the National Flood Insurance Program (date of adoption of the first code or ordinance for management of the flood hazard areas), (b) the date(s) of the Flood Insurance Study and (c) the panel numbers and dates of the currently effective FIRMs and FBFMs or other flood hazard map adopted by the authority having jurisdiction, as amended.
h.In accordance with Sections R905.1.2, R905.4.3.1, R905.5.3.1, R905.6.3.1, R905.7.3.1, and R905.8.3.1, where there has been a history of local damage from the effects of ice damming, the jurisdiction shall fill in this part of the table with "YES". Otherwise, the jurisdiction shall fill in this part of the table with "NO".
i.The jurisdiction shall fill in this part of the table with the 100-year return period air freezing index (BF- days) from Figure R403.3(2) or from the 100-year (99 percent) value on the National Climatic Data Center data table" "Air Freezing Index-USA Method (Base 32°F)."
j.The jurisdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center table "Air Freezing Index-USA Method (Base 32°F).
k.In accordance with Section R301.2.1.5, where there is local historical data documenting structural damage to buildings due to topographic wind speed-up effects, the jurisdiction shall fill in this part of the table with "YES". Otherwise, the jurisdiction shall indicate "NO" in this part of the table.
l.In accordance with Figure R301.2(4)A, where there is local historical data documenting unusual wind conditions, the jurisdiction shall fill in this part of the table with "YES" and identify any specific requirements. Otherwise, the jurisdiction shall indicate "NO" in this part of the table.
m.In accordance with Section R301.2.1.2.1, the jurisdiction shall indicate the wind-borne debris wind zone(s). Otherwise, the jurisdiction shall indicate "NO" in this part of the table.
R302.6 Dwelling-garage fire separation. Amended as follows: The garage shall be separated from the residence and its attic area by means of minimum 5/8 inch (16.51mm) Fire Code gypsum board applied to the garage side. This application shall be continuous on all walls, ceilings and soffits when habitable space exists above the garage area.
R306.5 Sewer Depth. Building sewers that connect to a private sewage disposal system shall be not less than 42 inches below finished grade at the point of septic tank connection. Building sewers shall be not less than 42 inches below grade.
Add. R309.6 Gas Curb. A concrete curb extending at least four inches (4") above the garage floor and around all below grade openings shall be provided for attached garages.
R309.1 Floor Surface. Amended as follows. Garage and carports floor surfaces shall be of approved noncombustible material. That area of floor used for parking of automobiles or other vehicles shall be sloped to facilitate the movement of liquids towards the main vehicle entry doorway. The common wall of garage and living space, including stairwells, shall have a four (4) inch concrete curb to protect separation wall from liquids.
Add. R311.7.1 Width. Stair stringer maximum width, measured outside to outside, shall not exceed 36 inches.
R313 Automatic Fire Sprinkler Systems. Delete in its entirety. Refer to R302.13 Fire protection of floors.
R313.1 Townhouse automatic fire sprinkler systems. Delete in its entirety.
R313.1.1 Design and installation. Delete in its entirety.
R313.2 One- and two-family dwellings automatic fire sprinkler system. Delete in its entirety.
R313.2.1 Design and installation. Delete in its entirety.
Add. R327.1 Post Holes. Post hole depth of minimum forty-two inches (42") are required for the installation of all poles and posts including, but not limited to, fences, flagpoles and basketball hoops.
Add. R328. Downspout and sump pump discharges.
1) New Connections and New Construction. Except as set forth in subsection 2) of this section, the following requirements for new connections and new construction apply:
a. Downspouts:
1) All downspouts or roof drains shall discharge onto the ground or be connected to a storm sewer and must be channeled and directed away from the adjacent properties. No downspouts or roof drains shall be connected to the sanitary sewer.
2) A downspout or roof drain shall be terminated no more than ten feet from the building unless written approval is granted from the Village Engineer.
b. Footing Drains: Footing drains shall be connected to sump pumps and discharge shall be made into a storm sewer. No footing drains or drainage tile shall be connected to the sanitary sewer.
c. Floor Drains: Floor drains in basements shall be connected to a sump pump and discharged to the sanitary sewer.
d. Sump Pumps:
1) Sump pumps installed to receive and discharge groundwaters or other stormwaters shall be connected to the storm sewer. Sump pumps installed to receive and discharge floor drain flow or other sanitary sewage shall be connected to the sanitary sewer. A sump pump shall be used for one function only, either the discharge of stormwaters or the discharge of sanitary sewage.
2) Sump pump discharges to the storm sewer system shall be a conduit of four-inch minimum diameter P.V.C. pipe, at a minimum slope of one percent, and a minimum depth from finished grade to the top of pipe of eighteen inches.
2) Existing Stormwater Sump Pump Discharges. The discharge piping from existing sump pumps installed to receive and discharge groundwaters or other stormwaters shall be terminated no more than ten feet from the building unless written approval is granted by the Village Engineer.
3) Unlawful Discharge. It is unlawful to cause or permit the discharge from any sump pump, grinder pump, downspout or roof drain to flow onto public streets, sidewalks or parkways or onto adjacent properties.
Chapter 11 Energy Efficiency. Delete in its entirety and replace with:
N1101.1 Scope. Buildings shall be designed and constructed in accordance with the current edition of the Illinois Energy Conservation Code (IECC).
PART VII - Plumbing
Chapter 25 THROUGH 32. Delete in its entirety and replace with: The provisions of the 2014 State of Illinois Plumbing Code as adopted separately by the Village of Shorewood shall govern the erection, installation, alteration, repairs, relocation, replacement, addition to, use or maintenance of plumbing equipment.
PART VIII - Electrical
Chapter 24 THROUGH 43. Delete in its entirety and replace with: The provisions of the National Electrical Code as adopted separately by the Village of Shorewood shall govern the installation of electrical systems, equipment and components indoors and outdoors that are within the scope of this code, including services, power, distribution systems, fixtures, appliances, devices and appurtenances.
INTERNATIONAL RESIDENTIAL CODE (IRC) Appendix adoption.
(1) | Delete | Appendices A | SIZING CAPACITIES OF GAS PIPING |
(2) | Delete | Appendices B | SIZING OF VENTING SYSTEMS SERVING APPLIANCES EQUIPPED WITH DRAFT HOODS, CATEGORY I APPLIANCES, AND APPLIANCES LISTED FOR USE WITH TYPE B VENTS |
(3) | Add | Appendices C | EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS |
(4) | Delete | Appendices D | RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION |
(5) | Delete | Appendices E | MANUFACTURED HOUSING USED AS DWELLINGS |
(6) | Delete | Appendices F | PASSIVE RADON GAS CONTROLS |
(7) | Delete | Appendices G | PIPING STANDARDS FOR VARIOUS APPLICATIONS |
(8) | Delete | Appendices H | PATIO COVERS |
(9) | Delete | Appendices I | PRIVATE SEWAGE DISPOSAL |
(10) | Delete | Appendices J | EXISTING BUILDINGS AND STRUCTURES |
(11) | Delete | Appendices K | SOUND TRANSMISSION |
(12) | Add | Appendices L | PERMIT FEES APPENDIX L PERMIT FEES Permit fees shall be in accordance to the Fee Ordinance as adopted by the Village of Shorewood |
(13) | Delete | Appendices M | HOME DAY CARE - R-3 OCCUPANCY |
(14) | Delete | Appendices N | VENTING METHODS |
(15) | Delete | Appendices O | AUTOMATIC VEHICULAR GATES |
(16) | Delete | Appendices P | SIZING OF WATER PIPING SYSTEM |
(17) | Delete | Appendices Q | RESERVED |
(18) | Delete | Appendices R | LIGHT STRAW-CLAY CONSTRUCTION |
(19) | Delete | Appendices S | STRAWBALE CONSTRUCTION |
(20) | Delete | Appendices T | RECOMMENDED PROCEDURE FOR WORST-CASE TESTING OF ATMOSPHERIC VENTING SYSTEMS UNDER N1102.4 OR N1105 CONDITIONS = 5ACH |
(21) | Delete | Appendices U | SOLAR-READY PROVISIONS - DETACHED ONE- AND TWO-FAMILY DWELLINGS, MULTIPLE SINGLE-FAMILY DWELLINGS (TOWNHOUSES) |
(Ord. 19-1925, 1-22-2019, eff. 2-1-2019; amd. Ord. 23-2081, 11-28-2023)