Zoning Board of Appeals

Agenda Village of Glen Ellyn Zoning Board of Appeals Meeting Tuesday, April 14, 2026 7:00 PM Civic Center, Galligan Room Individuals with disabilities who plan to attend the hearing and who require certain accommodations in order to allow them to observe and participate, or who have questions regarding the accessibility of the meeting or facilities, are requested to contact the Village at least 24 hours before the meeting. A. Call to Order B. Public Comment C. Approval of the Minutes 1) Review and Approval of the March 10, 2026, Zoning Board of Appeals Meeting Minutes. D. New Business 1) Public Hearing - 718 N. Main Street E. Chairperson's Statement F. Trustee Liaison's Report G. Staff Report H. Adjournment Dear Petitioner(s) and Interested Citizens: Once a variation request has been heard by the Zoning Board of Appeals, the Board may make a recommendation and minutes of the hearing are prepared. The variation, along with the minutes, summary report and all related material, is submitted for consideration by the Village Board at a regularly scheduled Village Board meeting. To confirm exact times and dates for Village Board consideration of a project, please call 630-547-5241. Civility Pledge - In the interest of civility, I pledge to promote civility by listening, being respectful of others, acknowledging that we are striving to support and improve our community, and understanding that we each may have Page 1 of 21 different ideas for achieving that objective.  Glen Ellyn Zoning Board of Meeting 4/14/2026 7:00 PM Appeals Department: Community Development 535 Duane Street Department Head: Jennifer Henaghan Glen Ellyn, IL 60137 Category: Minutes Prepared By: Daniel Harper AGENDA ITEM (ID DOC ID: 2026-267 # 2026-267) Review and Approval of the March 10, 2026, Zoning Board of Appeals Meeting Minutes. Statement of the Issue: Review and Approval of the March 10, 2026, Zoning Board of Appeals Meeting Minutes. Analysis: Review and Approval of the March 10, 2026, Zoning Board of Appeals Meeting Minutes. Budget Impact: Contribution to Strategic Plan Action Requested: Review and Approval of the March 10, 2026, Zoning Board of Appeals Meeting Minutes. Attachments: 1. Draft March 10, 2026 ZBA Minutes Page 2 of 21  DRAFT MINUTES Glen Ellyn Zoning Board of Appeals Meeting Tuesday, March 10, 2026 at 7:00 PM Glen Ellyn Civic Center Galligan Board Room 535 Duane Street A. Call to Order and Roll Call Roll was called. Present: Board Members, Matthew Jones, Todd Buckton, Christine McKnight, Noureen Lakhani, Peter Kelly, and Craig Pavlich Absent: Chairman Chip Miller Also in attendance: Daniel Harper, Planning Manager; Robert Duncan, Village Trustee and Adriana Ohl Zamora, Recording Secretary. Member Buckton nominated Member Jones for the role of acting chairperson for the night; motion was seconded by Member Kelly. Motion to approve Member Jones as acting Chairperson for the meeting passed by voice vote. Acting Chairperson Jones called the meeting to order at 7:00 PM. Acting Chairperson Jones explained the advisory nature of the Zoning Board of Appeals (ZBA) and its process for deliberation and recommendation. He described the Public Hearing protocols and announced that the meeting was being recorded. B. Public Comment (non-agenda items) None C. Approval of January 13, 2026 Meeting Minutes Motion to Approve January 13, 2026, minutes by Member Kelly, Member Buckton seconded the motion and the motion passed by voice vote. Member Buckton moved to re-open the Public Hearing on 485 St. Charles Road, Member Kelly seconded the motion and the motion passed by voice vote. D. New Business 1. Public Hearing-485 St. Charles Rd. Sworn in, Daniel Harper, Planning Manager for the Village of Glen Ellyn, introduced the following variation request for 485 St. Charles Rd. Daniel introduced the zoning variation to the Board Members as follows: Juan Rivera, the petitioner and owner of the property at 485 St. Charles Road, has applied for a zoning variation to accommodate a proposed detached garage that would be nine hundred (900) square feet in lieu of the maximum allowed six hundred and sixty (660) square feet for detached garages. Petitioner requests approval for the following Zoning Code variation: Section 10-5-5-B(4) (15) to allow a nine hundred (900) square foot detached garage in lieu of the maximum allowed six hundred and sixty (660) square feet for detached garages. Property is zoned R2 Residential District and improved with existing two-story single-family home. Home was zoned upon annexation to the Village in 1992. The proposed garage would meet all other zoning requirements regarding height, setbacks and yard and lot coverage. The proposed height of the garage is seventeen feet and ten inches (17'-10"). The maximum allowed garage height for properties between 66' in width and 90' in width is twenty-two feet (22'-0"). The proposed garage is setback nineteen feet and seven inches (19'-7") from the side property line and ten feet and four inches (10'-4") from the rear property line. The proposed total lot coverage on the property is 18.62% and the proposed garage occupies 19% of the required rear yard area. Due to the scale of the proposed garage, the building permit would require a Site Development Grading plan and a drywell would likely be needed to offset stormwater requirements. Page 3 of 21 View of garage was shown to all present Members, including the aerial map and zoning map. Member Questions: Member Jones asked about the sewer and annexation, and Member Pavlich asked for current garage footprint. Daniel responded by confirming the following: • Annexation was part of 1982 highland annexation; he reported that he did not know if the properties in Village paying unincorporated sewer rate. • Current Garage is 440 square feet. Sworn in, Petitioner Juan Rivera Petitioner stated that his existing garage is falling apart and is dangerous and close to neighbor’s property. He wants to build new materials and within code to store 3 vehicles which includes a work truck. The existing garage is non-conforming, I want to build a garage that is conforming, all vehicles will be in garage. Members asked about petitioners work truck and they stated that it is not permitted by Glen Ellyn to have it parked on street; they asked about the size and inventory of truck as it relates to where it is stored. Petitioner stated that his truck is 16ft box, cannot fit in regular garage. His business is not 24hr service, he reports that his inventory is not all stored in truck, he has a storage for his inventory. He added that storage cannot be provided in home as it is about an 800 sq feet home. Member Pavlich asked if you were to build allowed garage how does that limit you? Petitioner Rivera stated that he can only park one car and I have two children, that is a lot of bikes and toys. Member McKnight moved to close the public hearing, Member Kelly seconded the motion, motion passed by unanimous vote. Deliberation Member Jones- I grew up in that area, working class area of Glen Ellyn, in my tenure we have never denied a garage. Neighbors can park commercial vehicles in streets that belongs to county, sidewalk will never go anywhere, looking at Stacy Woods on Geneva they take care of parkway, on St. Charles they do not. This part of Glen Ellyn is unique and different. Section is forgotten by County, Milton Township and the Village. Sewer line has been offered to Village from County but Village has not taken over and these residents have been paying higher rates due to this, they have no street signs, street lights, and they are paying Glen Ellyn taxes but they are not reaping any benefits. In this neighborhood there are roughly nine houses. Members listed the various homes in the area with the different garage sizes that each home has. Five Corners just granted the Historical Society the ability to keep a garage without a principal structure. Exceptions for garages in that neighborhood. Parents and neighbors are in favor of the garage. People in that area do not move, they said “give the guy the garage”. For that reason, I am in favor and will be voting yes Member Buckton- what is salience of sewer, what does it have to do with garage? Garage is definitely falling down. 660 sq feet is the code in the Village, but I cannot vote for this. Member Jones- The property was forced to incorporate into Village, if he was in county, he would be getting garage. Member Kelly- he is incorporated in Glen Ellyn, forced annexation- hands are tied to no action of his own, forced annexation makes things tough, hardships can’t drive from issues not tied to topography of land. Member Jones- we have used lot shape as a condition in the past. Member Kelly- that is not the case here. Shape of lot has no bearing of request for variance. Page 4 of 21 Member Pavlich- when was the property purchased? House purchased subject to rules of Glen Ellyn. We have approved garages to the limit of 660 sq feet. I am supportive, but I don’t think I have seen a hardship that makes me think we need to grant a variance. Petitioner Juan- state that the home was purchased in 2014. Member McKnight- I struggle to see and meet the zoning code and would be inclined to vote to recommend denial. Member Lakhani- looking at code, it’s a bit of struggle to figure out why we would approve this. I am not in support of this either. Member Jones- asked Mr. Harper what can be done in this situation to assist petitioners. Daniel Harper, stated that petitioner can attach an attached garage which is air conditioned and would be allowed to build a garage this size, would be a side load garage. Member Jones- building on east side, would he need a variance? Mr. Harper- He would not be expanding an existing nonconforming condition; I don’t think it would require a variation. Member Pavlich- stated that petitioner could propose alternative designs that do work with zoning code, that shows an effort. Mr. Harper stated that existing nonconforming dwelling can do a class one or class two addition; there is a way as an attached addition to the home. Maximum garage area, you get 150 square feet bonus for shed plus one more accessory structure, 1,000 square feet total. Findings of Fact; Property was forced into annexation in 1992, home purchased in 2014 after annexation. We heard from Chairman Jones, only variation requested was for sq footage of garage. Member McKnight recommended denial based on findings of facts, Member Kelly seconded the motion; motion passed by voice vote (5) yes 1(no) E. Other Business None F. Chairperson’s Statement None G. Trustee Liaison Report- Robert Duncan Getting done with strategic planning, E-bike ordinance, banning any use on sidewalk and under the age of 16. Scooters are separate. Scooters not allowed on sidewalks, not allowed under 18 years of age. H. Staff Report Planning Manager Daniel Harper- Stated the following: 1. 445 Stagecoach Run- submitted for building permit. 2. 654 Duane St have submitted for building permit. 3. 189 East Rd. not seen application, Village did approve. 4. 466 Sunset Court- approved by Village board. 5. 863 Highview- withdrew application, reduced size of sun porch. Hosting small group sessions for Zoning group rewrite project, have invited professional architects and designers, public input processes in Spring and Summer. Started with Zoning Code analyses. Historic grant project going very well, two grant applications- March 19, HBC speaking of Metra Station commemorative plaquing. Application for Glow Salon, looking to move locations. Primarily a wedding and special event boutique. Page 5 of 21 Preapplication with Plan Commission for Dutch Bros. Drive thru Coffee at side of Danby Station, have received first full package which is in review, maybe be seeing in May. I. Adjournment Member Kelly made a motion to adjourn the meeting. Member Buckton seconded the motion and the motion passed by voice vote at 8:10 PM Respectfully submitted, Adriana Ohl-Zamora Page 6 of 21  Glen Ellyn Zoning Board Meeting 4/14/2026 7:00 PM of Appeals Department: Community Development 535 Duane Street Department Head: Jennifer Henaghan Glen Ellyn, IL 60137 Category: Public Hearing Prepared By: Daniel Harper AGENDA ITEM (ID DOC ID: 2026-266 # 2026-266) Public Hearing - 718 N. Main Street Statement of the Issue: Beth and Thomas Coronelli, the petitioners and owners of the property at 718 N. Main Street, have applied for two zoning variations to accommodate a proposed detached garage that would be nine hundred and forty six (946) square feet in lieu of the maximum allowed six hundred and sixty (660) square feet for detached garages and have a maximum parapet height of twenty feet and nine inches (20'-9") in lieu of the maximum allowed parapet height of twelve feet (12’-0”) for detached garages. Analysis: REQUEST: The petitioners request approval of the following variation from the Glen Ellyn Zoning Code: 1. Section 10-4-8(F) to allow a maximum parapet height of twenty feet and nine inches (20’-9”) in lieu of the maximum allowed parapet height of twelve feet (12’-0”) for detached garages. 2. Section 10-5-5(B)(4) to allow a maximum detached garage area of nine hundred and forty-six square feet (946) in lieu of the maximum allowed area for detached garages of six hundred and sixty (660) square feet. ZONING/USE: The subject property is zoned R2 Residential District and improved with an existing two-story single-family home. PUBLIC NOTICE: Notice of the public hearing was published in the March 27, 2026, edition of the Daily Herald, mailed to property owners within 250 feet of the subject property, and a placard was placed on the property. ZONING HISTORY: The property is zoned R2 Residential District. PERMIT HISTORY: Year Permit No. Type 2022 20221103 Addition and Interior Remodel 2021 20211921 New Water Service Connection Page 7 of 21 1992 B12985 Rear Deck and Gazebo 1962 8723 Addition 1942 718 Detached Garage ANALYSIS: In order to proceed with the project as proposed, the petitioner will need to be granted the following variation from the Zoning Code: 1. Section 10-4-8(F) to allow a maximum parapet height of twenty feet and nine inches (20’-9”) in lieu of the maximum allowed parapet height of twelve feet (12’-0”) for detached garages. 2. Section 10-5-5(B)(4) to allow a maximum detached garage area of nine hundred and forty-six square feet (946) in lieu of the maximum allowed area for detached garages of six hundred and sixty (660) square feet. The applicants are proposing an approximately nine hundred and forty-six (946) square foot detached garage in the rear yard of the residential property. The proposed garage is a tandem design and would be twenty-two feet (22'-0") by twenty-five feet (25'-0") in dimension with a tandem extension in the rear that is twenty-two feet (22'-0) by eighteen feet (18'-0"). The proposed garage would be located further behind the home than the existing detached garage and would be located approximately one-hundred and sixty-four feet and three inches (164'-3") from the front property line. The applicants are also proposing a maximum parapet height of twenty feet and nine inches (20’-9”) in lieu of the maximum allowed parapet height of twelve feet (12’-0”) for detached garages to accommodate a flat roof design above the tandem structure to be utilized as an outdoor amenity. The proposed garage would meet all other zoning requirements regarding setbacks and yard and lot coverage. The proposed garage is setback six feet and five inches (6'-5") from the side property line and sixty-six feet and four inches (66'-4") from the rear property line. The proposed total lot coverage on the 32,839 square foot property is approximately 17.4% and the proposed garage is not located in the required rear yard area. Due to the scale of the proposed garage, the building permit would require a Site Development Grading plan and a drywell would likely be needed to offset stormwater requirements. Budget Impact: Contribution to Strategic Plan Action Requested: The ZBA should consider the testimony presented during the public hearing and review the written evidence presented as part of the petitioners’ application packet. The ZBA should make findings of fact and determine if practical difficulty or a particular hardship exists for the requested variation and if the essential character of the neighborhood is maintained. The ZBA may choose to make a recommendation to the Village Board for the approval, approval Page 8 of 21 with conditions, or denial of the request per Section 10-10-12 of the Glen Ellyn Zoning Code. Attachments: 1. Application - Zoning Variation 2. Aerial Map 3. Zoning Map 4. Plat of Survey 5. Site Plan and Elevation Plan Page 9 of 21  VILLAGE OF GLEN ELLYN Zoning Variation Application Packet Community Development Department 535 Duane Street – Glen Ellyn, IL 60137 – Telephone 630.547.5250 – Fax 630.547.5370 Page 10 of 21  APPLICATION FOR ZONING VARIATION Date Filed: 3/13/2026 Application No: 2026-0010 Name of Applicant: Elizabeth Coronelli Address of Applicant: 718 N Main Street Glen Ellyn, IL 60137 Phone: (630) 726-2626 Email: beth@coronelliadvisors.com Property Interest of Applicant: Owner Name of Owner: Thomas & Eliza Coronelli Address of Owner: 718 N Main St Glen Ellyn, IL 60137 Type Name Address Phone Email 718 N Main Street Glen Petitioner Elizabeth Coronelli Ellyn, IL 60137 718 N Main Street Glen Web Administrator Elizabeth Coronelli Ellyn, IL 60137 Thomas & Eliza 718 N Main St Glen Ellyn, Parcel Owner Coronelli IL 60137 Property Address: 718 N Main St Project Name: Web Project Project Description: The project consists of removing the existing garage structure and constructing a new detached garage. The new garage is designed to better match the architectural character of the home and improve the overall aesthetics of the property and surrounding neighborhood. Legal Description of Property: 718 North Main Street in Glen Ellyn, IL 60137, is a residential property situated in Milton Township, featuring a 128' x 260' lot (approximately 0.50–0.99 acres) with a 2-story, detached single-family home built in 1910. It is located in DuPage County and features municipal water and sewer services. Page 11 of 21 Legal 1: GL ELLYN ADD Legal 2: PROSPECT PK Lot: 002 Blk:020 Zoning: R2, Single Family Residential District Lot Dimensions: 125 x 277.1 x 128.7 x 248.4 Lot Area: 33330 : 05111100160000 Present Use: Residential Estimated Date to Begin New Use/Construction: 4/15/2026 Narrative Statement: We are requesting a variance of 10-4-8(F), maximum detached garage eave, parapet or low sloped roof height. We are requesting parapet heights of 15'-0" and 20'-9" in the rear of the garage. We are requesting a variance of 10-5-4 Table 10-5-5(B), garage detached maximum area. We are requesting a total area of 946 SF for a detached garage. EVIDENCE RELATING TO ZONING CODE STANDARDS FOR A VARIATION: 1. Provide evidence that due to the characteristics of the property in question, there are practical difficulties or particular hardship for the applicant/owner in carrying out the strict letter of the Zoning Code: Due to the location of the back and two side doors, we are not able to attach the garage to the house. We are requesting a variance, allowing a larger detached garage, to improve the aesthetics of the property and neighborhood and to accommodate our vehicles, while still remaining well under the maximum lot coverage. 2. Provide evidence that the property in question cannot yield a reasonable return if permitted to be used under the conditions allowed by the Zoning Code (i.e., without one or more variations) OR Provide evidence that the plight of the applicant/owner is due to unique circumstances relating to the property in question: The existing garage is beyond repair and in need of replacement to support reasonable return. 3. Provide evidence that the requested variation(s), if granted, will not alter the essential character of the locality of the property in question: Page 12 of 21  The addition of the new garage will enhance the character of the property and adjacent properties. The current garage is not attractive and takes away from the character of the area. In our overall renovation, we have worked hard to preserve elements (i.e. original architectural features preserved) and character from the existing 1910 home. The garage design and placement supports this effort, and the goal is to improve the aesthetics of the property and neighborhood. We are also committed to preserving a 100+ year old tree. 4. Provide evidence that the particular physical surroundings, shape or topographical condition of the property in question would bring particular hardship upon the applicant/owner as distinguished from a mere inconvenience if the strict letter of the Zoning Code were to be carried out: The existing curb cut access to the property is on the north side of the site. The existing entrance to the basement and first floor of the home is also on the north side. An attached garage is not possible with the existing conditions. Also, a detached garage and the placement further back on the property supports the aesthetics from the street view and for the neighbors (not directly outside their windows). 5. Provide evidence that the conditions upon which the petition for variation is based would not be applicable generally to other property within the same zoning district: The existing home was built in 1910 prior to the current zoning code and standards. 6. Provide evidence that the purpose of the variation is not based exclusively upon a desire to make more money out of the property in question: This is our “labor of love” home remodel and the building of the garage is to support that and is designed to fit the needs of our family vs. making money on the property. We don't have plans to sell. A variance on the detached garage height and area would allow proper storage of the family's vehicles (which include a van). 7. Provide evidence that the alleged difficulty or particular hardship has not been created by any person presently having an interest in the property in question or by the applicant. The hardship (the location of the existing basement stairs) existed before the homeowners purchased the property. 8. Provide evidence that the granting of the variation will not be detrimental to the public welfare or injurious to other property or improvements in the neighborhood in which the property in question is located. Page 13 of 21  The granting of the variation will not be detrimental as the structure will be set back on the property, not affecting others, and replacing the current garage will be an asset to the aesthetics. The new one will look so much better and will be consistent with the character of the home. If the variance is approved, the lot coverage will only be 13%. 9. Provide evidence that the proposed variation will not: Impair an adequate supply of light and air to adjacent property. It is set back from other structures and will be on it’s own, so will not impair the supply of light - see provided drawings. Removing the current structure/new placement improves the neighbor's view/access to light. 10. Provide evidence that the proposed variation will not: Substantially increase the hazard from fire or other dangers to the property in question or adjacent property. It will be a detached structure and will be designed and built in line with all codes to ensure safety and no danger to the property or adjacent properties. 11. Provide evidence that the proposed variation will not otherwise impair the public health, safety, comfort, morals or general welfare of the inhabitants of the Village. 12. This will be designed and built within all codes to support the welfare of the inhabitants of the Village. 13. Provide evidence that the proposed variation will not: Diminish or impair property values within the neighborhood. It will support property values, as it will add to the character of the neighborhood, replacing a current structure that is not as attractive. We are investing a substantial amount to ensure the design, landscaping and hardscape (driveway included) strengthens the value of the neighborhood and supports the character of the Village. We are also committed to preserving a 100+ year old tree. 14. Provide evidence that the proposed variation will not: Unduly increase traffic congestion in the public streets and highways. It is set back on the property, so it will not impact traffic. 15. Provide evidence that the proposed variation will not: Create a nuisance. Aesthetically it will look better than the current structure and won’t impact others given the placement on the lot. 16. Provide evidence that the proposed variation will not: Results in an increase in public expenditures. Page 14 of 21  No increase in public expenditure. 17. Provide evidence that the variation is the minimum variation that will make possible the reasonable use of the land, building or structure. We have spent a significant amount of time working with our architect on the design and have come to the current design for reasonable use. This design also provides for ability for future handicap accommodation (i.e. ramps, handicap van access etc.) to support plan to age in place. 18. Please add any comments which may assist the commission in reviewing this application. Thank you for considering our application. In the reconstruction of our home, we have worked hard to maintain the character of this 1910 property, including preserving existing historic features and the stately trees. Our goal has been to ensure that the home remains a beautiful addition to the neighborhood and the Village. We plan to take the same thoughtful approach as we build the new garage, driveway, and supporting hardscape. It is time for the existing garage to be retired and replaced with a structure that better matches the style and needs of the updated home and is more aesthetically pleasing for our neighbors. We have worked closely with our architect to incorporate a consistent and cohesive design. The proposed garage includes aesthetically appropriate features and supports our long-term goal of aging in place, as we intend for this to be our forever home. The new garage is designed to accommodate our existing vehicles, while complementing the architectural character of the home. Thank you for your consideration. Page 15 of 21  Aerial Map - 718 N. Main Street Legend 0 50 100 Print Date: 4/6/2026 Notes ft Disclaimer: The GIS Consortium and MGP Inc. are not liable for any use, misuse, modification or disclosure of any map provided under applicable law. This map is for general information purposes only. Although the information is believed to be generally accurate, errors may exist and the user should independently confirm for accuracy. The map does not constitute a regulatory determination and is not a base for engineering design. A Registered Land Surveyor should be consulted to determine precise location boundaries on the ground. Page 16 of 21  Zoning Map - 718 N. Main Street Legend Zoning and Development Zoning R2: Single Family Residential District 0 150 300 Print Date: 4/6/2026 Notes ft Disclaimer: The GIS Consortium and MGP Inc. are not liable for any use, misuse, modification or disclosure of any map provided under applicable law. This map is for general information purposes only. Although the information is believed to be generally accurate, errors may exist and the user should independently confirm for accuracy. The map does not constitute a regulatory determination and is not a base for engineering design. A Registered Land Surveyor should be consulted to determine precise location boundaries on the ground. Page 17 of 21 Page 18 of 21  N O T E S GENERAL NOTES GENERAL NOTES GENERAL NOTES GENERAL NOTES JULIA SMITH ARCHITECTURE SHALL RETAIN ALL COPYRIGHTS, STATUTORY AND COMMON LAW RIGHT WITH THE CORONELLI RESIDENCE REGARD TO THESE PLANS AND BUILDING DESIGN. REPRODUCTIONS, CHANGES OR ASSIGNMENT TO ANY GENERAL CONDITIONS ENVELOPE MECHANICAL PLUMBING THIRD PARTY SHALL NOT OCCUR WITHOUT OBTAINING EXPRESS WRITTEN PERMISSION AND CONSENT OF 1. ALL WORK PERFORMED SHALL COMPLY WITH ALL LOCAL AND STATE 1. SEE PLANS FOR TYPICAL ROOFING, SIDING AND TRIM SPECIFICATIONS. 1. MECHANICAL CONTRACTOR TO DESIGN HVAC SYSTEM PER APPLICABLE 1. LICENSED PLUMBING CONTRACTOR TO DESIGN AND INSTALL PLUMBING JULIA SMITH ARCHITECTURE. BUILDING CODES, ZONING ORDINANCES, AND ANY OTHER 2. PROVIDE 15# FELT PAPER UNDER ROOF SHINGLES WITH ICE AND CODE. PROVIDE MINIMUM 92% AFUE FURNACE AND 13 SEER SYSTEMS PER APPLICABLE CODE. PROVIDE K COPPER FOR REGULATIONS FOR ALL AUTHORITIES HAVING JURISDICTION. WATER SHIELD AT EAVES TO A POINT 24" INSIDE THE EXTERIOR WALL AIR-CONDITIONER. PROVIDE HUMIDIFIER AND THE ABILITY TO INSTALL UNDERGROUND SUPPLY, TYPE L COPPER FOR ABOVE GROUND SUPPLY 2. CONTRACTORS SHALL VERIFY CODE RESTRICTIONS APPLICABLE TO THEIR TRADE. JULIA SMITH ARCHITECTURE SPECIFICATIONS SUPERSEDE NOTES AND LINE, AT VALLEYS, AND AT SADDLES. WIND RESISTANT ROOF SHINGLES SHALL BE ATTACHED VIZ HAND NAILING TO PREVENT NAIL / STAPLE SHINGLE PENETRATION. 2. OPTIONAL ELECTRONIC AIR CLEANER. PROVIDE FOR OUTSIDE AIR EXCHANGER. INSTALL PROGRAMMABLE THERMOSTAT PER 2021 IECC. DUCTWORK SHALL BE COMPLETELY WITHIN CONDITIONED SPACE OR AND SCHEDULE 40 PVC WASTE AND VENT PIPING AT REQUIRED SIZE. SOLDER SHALL BE LEAD-FREE. WATER METER (1" MINIMUM SERVICE PR PER MUNICIPALITY) SHALL BE IN AN ACCESSIBLE LOCATION. A STACK 718 N. MAIN STREET, GLEN ELLYN, IL 60137 ADPOTED BUILDING CODES & REGULATIONS DETAILS HEREIN BUT MAY NOT BE LESS THAN CODE REQUIREMENTS. 3. PROVIDE ATTIC VENTILATION WITH BAFFLES AND INSECT SCREENING BE SUBJECT TO A DUCT TIGHTNESS TEST. ALL SUPPLIES AND RETURNS TEST SHALL BE DONE ON THE WASTE AND VENT SYSTEM AND A 75LB ICC 2018 INTERNATIONAL BUILDING CODE 3. STRUCTURAL SPECIFICATIONS LISTED IN THESE NOTES AND MEMBER WITH A NET FREE AREA OF 1/300TH OF THE ATTIC SPACE. HALF OF THE SHALL BE IN DUCTWORK (NO OPEN STUD OR JOIST PLENUMS). AIR TEST SHALL BE DONE ON THE SUPPLY FOR ROUGH INSPECTION. SIZES SHOWN IN DRAWINGS ARE MINIMUM SPECIFICATIONS AND MAY REQUIRED VENTILATION SHALL BE AT THE EAVE AND HALF OF THE 3. OUTSIDE COMBUSTION AIR FOR FUELING BURNING APPLIANCES SHALL 2. VERIFY WATER, SEWER, AND GAS SERVICE AND SUMP DISCHARGE ICC 2018 INTERNATIONAL RESIDENTIAL CODE NOT BE DIMINISHED. LARGER MEMBERS OR CONSTRUCTION REQUIRED VENTILATION SHALL BE AT THE RIDGE. THE EAVES SHALL BE BE PROVIDED VIA TWO DUCTS (ONE WITHIN 12" OR THE FLOOR, ONE LOCATIONS WITH UTILITY / MUNICIPALITY AND CIVIL ENGINEER MATERIALS WITH STRONGER DESIGN VALUES MAY BE USED DUE TO CONTINUOUSLY VENTED PREFINISHED ALUMINUM AND RIDGE VENT WITHIN 12" OF THE CEILING) EACH WITH AN AREA OF 1 S.I. PER 4000 DRAWINGS. PROVIDE MINIMUM 10' HORIZONTAL OR 18" VERTICAL ICC 2018 INTERNATIONAL FIRE CODE AVAILABILITY OR EASE OF CONSTRUCTION. AREA SHALL BE BALANCED WITH EAVE VENT AREA. BTU'S. THESE DUCTS MUST BE PROVIDED WITH MECHANICAL DAMPERS SEPARATION (OR PER LOCAL REQUIREMENTS) BETWEEN WATER AND ICC 2018 INTERNATIONAL MECHANICAL CODE 4. DO NOT SCALE DRAWINGS. DRAWINGS PRINTED ON 11X17 PAPER ARE 4. PROVIDE DRIP EDGE AT ROOF EAVES AND RAKES. PROVIDE METAL WHICH ARE INTERLOCKED TO THE OPERATION OF THE DRYER IN ORDER SEWER SERVICE. ELECTRICIAN TO PROVIDE 21" CONDUIT FROM THE NOT TO SCALE. FLASHING AT ALL ROOF TO WALL CONNECTIONS, WINDOW AND TO COMPLY WITH THE ENERGY CONSERVATION CODE. WATER READER LOCATION PRESCRIBED BY THE MUNICIPALITY WITH 3 ICC 2018 INTERNATIONAL FUEL GAS CODE 5. ANY DISCREPANCIES IN SITE CONDITIONS, FIELD MEASUREMENTS OR EXTERIOR DOOR HEADS, AND WHEREVER WATER PENETRATIONS MAY THE FURNACE SHALL HAVE SEALED COMBUSTION WITH OUTSIDE CONDUCTOR, 18 GAUGE COPPER LOW-VOLTAGE WIRING. MUNICIPAL DRAWING ERRORS / OMISSIONS SHALL BE BROUGHT TO THE OCCUR. PROVIDE THRESHOLDS WITH FLASHING AT EXTERIOR DOORS. COMBUSTION AIR DUCT. WATER DEPARTMENT SHALL MAKE FINAL CONNECTIONS. NATIONAL ELECTRICAL CODE, NFPA 70-2017 ATTENTION OF THE ARCHITECT IMMEDIATELY. CONTRACTOR SHALL BE SLIDING GLASS DOORS SHALL HAVE THE OPERABLE LEAF TOWARDS 4. PROVIDE A MINIMUM 50 CFM EXHAUST FAN IN BATHROOM AREAS 3. PROVIDE SHUT-OFF VALVES AT BOTH SIDES OF THE METER AND AT ALL DUPAGE COUNTY COUNTRYWIDE STORMWATER FLOODPLAIN ORDINANCE, 2019 RESPONSIBLE FOR ANY UNAUTHORIZED DEVIATIONS FROM THE THE INTERIOR. CONTAINING A SHOWER OR TOILET. EXHAUST TO THE EXTERIOR (NOT FIXTURES. CLEAN-OUTS SHALL BE INSTALLED AT THE SEWER SERVICE DRAWINGS AND SPECIFICATIONS. CONTRACTORS SHALL VERIFY 5. PROVIDE AIR INFILTRATION BARRIER AT ALL EXTERIOR WALLS. OVERLAP IN ATTIC OR CRAWL SPACE) WITH DAMPERED TERMINATION. ENTRY AND WHEREVER SEWER BRANCH LINES MAKE A 90 DEGREE ILLINOIS STATE PLUMBING CODE, 2014 CONDITIONS AND CONFER WITH BUILDER AND OTHER TRADES THAT AND TAPE PER MANUFACTURERS RECOMMENDATION. REPAIR ANY RIPS 5. RANGE AND COOKTOP HOODS TO BE 100 CFM AND EXHAUSTED TO TURN. PROVIDE MINIMUM 1/2" AIR GAP AT ALL FIXTURES. MAY AFFECT THEIR WORK INCLUDING MEP, STRUCTURAL AND / OR OR BREAKS IN THE DRAINAGE PLANE PRIOR TO INSTALLING EXTERIOR EXTERIOR WITH SMOOTH SINGLE WALL METAL DUCT TO DAMPERED 4. PROVIDE MINIMUM R-3 PIPE INSULATION HOT WATER PIPES. FINISHES CONFLICTS. TRIM, SIDING, BRICK AND / OR STONE VENEER. TERMINATION. 5. SHOWER HEAD HEIGHT SHALL BE 82" A.F.F. UNLESS OTHERWISE NOTED. 6. PROVIDE A MINIMUM 1" AIR SPACE BETWEEN BRICK AND WALL 6. KITCHEN EXHAUST HOOD SYSTEMS CAPABLE TO EXHAUSTING IN WATER TEMPERATURE SHALL BE REGULATED AT FIXTURES TO BE CONCRETE SHEATHING WITH BASE FLASHING AND WEEP HOLES FOR DRAINAGE EXCESS OF 400CFM SHALL BE PROVIDED WITH MAKEUP AIR AT A RATE NON-SCALDING 110 DEGREES MAX. OTHER APPLICABLE REGULATIONS & ORDINANCES BEHIND BRICK. BRICK VENEER SHALL BE TIED TO WALL STRUCTURE AT APPROXIMATELY EQUAL TO THE EXHAUST AIR RATE. SUCH MAKE UP AIR 6. LAUNDRY AND WATER HEATER EQUIPMENT LOCATIONS OVER 1. A SOIL TEST APPROVED BY A GEO-TECHNICAL ENGINEER SHALL BE 24" HORIZONTALLY AND VERTICALLY WITH EACH TIE SUPPORTING NOT SYSTEMS SHALL BE EQUIPPED WITH A MEANS OF CLOSURE AND SHALL DRYWALLED SPACE SHALL HAVE AN OVERFLOW PAN WITH 2" DRAIN VILLAGE CODE - TITLE 2, CHAPTER 8 - APPEARANCE GUIDELINES ORDINANCE 5508VC MADE PRIOR TO CONSTRUCTION. ALL FOOTINGS ARE DESIGNED TO MORE THAN 2.67 S.F. OF WALL AREA. MORTAR JOINTS SHALL BE BE AUTOMATICALLY CONTROLLED TO START AND OPERATE WITH VENTED TRAP. WHIRLPOOL TUBS TO HAVE REMOVAL ACCESS BEAR ON UNDISTURBED SOIL WITH A MINIMUM 1500 P.S.F. BEARING STRUCK TO THAT WATER WILL DRAIN OUT OF ANY JOINTS. BRICK SHALL SIMULTANEOUSLY WITH THE EXHAUST SYSTEM. (PER 2018 IRC, M1503.6) PANEL TO MOTOR. VILLAGE CODE - TITLE 4, CHAPTER 1 - CONTRACTOR REGISTRATION REQUIREMENTS PRESSURE. FOOTINGS SHALL BE A MINIMUM OF 3'-6" BELOW FINISH BE SUPPORTED BY BRICK LEDGE IN FOUNDATION OR BY 6"X4"X5/16" 7. PROVIDE 4" MINIMUM SMOOTH METAL DRYER DUCT WITH A MAXIMUM 7. SUMP PIT SHALL HAVE A 2" LIP AND BE COVERED AND SEALED. PROVIDE GRADE OR FROST DEPTH PER LOCAL CODE. MINIMUM STEEL ANGLE BOLTED TO STRUCTURE WITH 1/2" BOLTS AT 16" DISTANCE OF 25' WITH EACH 90 DEGREE ELBOW COUNTING AS 5' AND PASSIVE RADON VENT IN SUMP PIT TO ROOF. VILLAGE CODE - TITLE 4, CHAPTER 5 - SIGN CODE 2. FOUNDATION DESIGNS MAY VARY WITH SOIL CONDITIONAL ON O.C. EASH 45 DEGREE ELBOW COUNTING AS 2.5' OR PER DRYER 8. PROVIDE GAS SUPPLY WITH VALVE AT FURNACE, WATER HEATER, VILLAGE CODE - TITLE 4, CHAPTER 7 - STORMWATER AND FLOODPLAIN REGULATIONS INDIVIDUAL LOTS. SPECIAL OR ADDITIONAL STRUCTURAL DESIGN DUE 7. INSULATION SHALL BE INSTALLED PER 2021 IECC REQUIREMENTS. MANUFACTURER'S RECOMMENDATION. DUCT WORK SHALL NOT HAVE LAUNDRY, RANGE AND COOKTOP LOCATIONS. TO INADEQUATE SOILS OR LOCAL CODES MAY BE REQUIRED AND THE INSULATION SHALL HAVE A MINIMUM FLAME SPREAD OF 25 AND A SCREWS THAT PENETRATE INTO THE DUCT AND SHALL TERMINATE AT 9. ROUGH-IN PLUMBING SHALL INCLUDE VENTED BELOW SLAB WASTE VILLAGE CODE - TITLE 4, CHAPTER 8 - TREE PRESERVATION REGULATIONS CONTRACTOR SHALL BE RESPONSIBLE FOR FOLLOWING SUCH DESIGNS MAXIMUM SMOKE INDEX OF 450. ENERGY CERTIFICATE SHALL BE THE EXTERIOR AT LEAST 3' FROM ANY OPENING. TERMINATION SHALL LINES ONLY. NO SUPPLY DEAD ENDS OF 24" OR GREATER ALLOWED. INCLUDING BUT NOT LIMITED TO MODIFIED SIZE OR LOCATION OF PERMANENTLY POSTED ON ELECTRICAL PANEL. INSULATION SHALL HAVE DAMPER BUT NO SCREENING. AN 8' LONG FLEXIBLE, 10. A 25 PSI AIR TEST IS REQUIRED ON ANY NEW GAS PIPING AT THE TIME VILLAGE CODE - TITLE 7, CHAPTER 9 - SEWER USE REGULATIONS CONCRETE AND OR STEEL REINFORCEMENT. THE ARCHITECT DOES HAVE A TIGHT FIT WITHOUT BEING CRUSHED TO PROVIDE A NON-ENCLOSED TRANSITION DUCT IS ALLOWED AND DOES NOT COUNT OF THE ROUGH INSPECTION. VILLAGE CODE - TITLE 7, CHAPTER 10 - WATER SYSTEM REGULATIONS NOT WARRANT FOUNDATION DESIGN WHERE THERE ARE INADEQUATE CONTINUOUS THERMAL BARRIER BETWEEN INTERIOR AND EXTERIOR AGAINST THE DUCT LENGTH RESTRICTIONS. 11. ALL EXISTING PLUMBING THAT MAY POSE A HEALTH OR SAFETY HAZARD SOILS. SPACES. INSULATE BEHIND TUBS AND OTHER INACCESSIBLE SPACES 8. INSTALL FIREPLACES PER UL APPROVED MANUFACTURER'S MUST BE REVISED TO MEET THE ILLINOIS PLUMBING CODE AND VILLAGE VILLAGE CODE - TITLE 8, CHAPTER 1 - STREETS AND SIDEWALKS 3. ALL CONCRETE FOR FOOTINGS, FOUNDATIONS, AND BASEMENT SLABS PRIOR TO ROUGH MECHANICALS WHEN NECESSARY AND COVER WITH SPECIFICATION. INSULATE EXTERIOR CHIMNEY AND FIRESTOP AT OF GLEN ELLYN ORDINANCES. SHALL ATTAIN A 28 DAY COMPRESSIVE STRENGTH OF 3000 P.S.I. OR THERMOPOLY. OTHER INSULATED AREAS SHALL BE LEFT OPEN PRIOR FLOOR, CEILING AND ROOF PENETRATIONS. 12. ALL NEW PLUMBING FIXTURES MUST BEAR THE WATER SENSE LABEL. VILLAGE CODE - TITLE 8, CHAPTER 4 - FORESTRY MANAGEMENT GREATER. CONCRETE EXPOSED TO THE WEATHER INCLUDING GARAGE TO INSULATION INSPECTION. LABELS ARE NOTE TO BE REMOVED PRIOR TO PASSING THE FINAL VILLAGE CODE - TITLE 8, CHAPTER 6 - PUBLIC UTILITY CONSTRUCTION REGULATIONS SLABS, PORCHES, AND EXTERIOR STEPS SHALL BE AIR ENTRAINED AND INSPECTION. FIXTURE CUT SHEETS MUST BE ONSITE FOR FINAL 4. ATTAIN A 28 DAY COMPRESSIVE STRENGTH OF 3500 P.S.I. CONCRETE SHALL BE PROTECTED FROM FREEZING. TEMPERATURE 8. PER 2021 IECC TABLE R402.1.2, MAXIMUM U-VALUES AND MINIMUM R-VALUES FOR EXTERIOR COMPONENTS SHALL BE: ELECTRICAL 13. INSPECTION. IN ACCORDANCE WITH THE 2014 ILLINOIS PLUMBING CODE, A SHOWER VILLAGE CODE - TITLE 10, CHAPTER 1 - ZONING CODE VILLAGE CODE - TITLE 10, CHAPTER 2 - SUBDIVISIONS REGULATIONS SHALL BE 40 DEGREES AND RISING. FENESTRATION U≤.30 1. ELECTRICAL CONTRACTOR TO DESIGN ELECTRICAL SYSTEM PER STALL REQUIRES A 2" TRAP AND DRAIN LINE. 5. SLAB ON GRADE CONCRETE SHALL BE 4" MINIMUM DEPTH WITH 4" APPLICABLE CODE. VERIFY ELECTRICAL SERVICE LOCATION WITH 14. IN ACCORDANCE WITH THE 2014 ILLINOIS PLUMBING CODE, A 2" WASTE SKYLIGHTS U≤.55 VILLAGE CODE - TITLE 10, CHAPTER 4 - ANNEXATION REGULATIONS MINIMUM CLEAN COMPACTED GRANULAR FILL BASE. REMOVE UTILITY / MUNICIPALITY AND CIVIL ENGINEER DRAWINGS. PROVIDE FOR THE KITCHEN SINK AND DISHWASHER IS REQUIRED. VEGETATION, TOPSOIL, AND FOREIGN MATERIAL FROM BELOW BASE. CEILING R≥60 MINIMUM 200 AMP, 40 CIRCUIT SERVICE PANEL. WIRING TO BE MINIMUM 15. PROVIDE A FIRE SPRINKLER HEAD WITHIN 5 FEET OF ANY BOILER, DUPAGE COUNTY FOOD SERVICE DESIGN CONSTRUCTION MANUAL GARAGE EXCAVATION SHALL BE BACKFILLED WITH COMPACTED 14 GAUGE COPPER WITH 12 GAUGE MINIMUM FOR EACH CIRCUIT FROM FURNACE OR CLOTHES DRYER. THE SPRINKLER HEAD SHALL BE WOOD FRAME WALL R≥30 DUPAGE COUNTY PRIVATE WATER SUPPLY ORDINANCE GRANULAR FILL, NO SPOILS. BREAKER. PROVIDE A 30" WIDE BY 36" DEEP BY 78" HIGH WORKING CONNECTED TO THE DOMESTIC WATER LINE AND SHALL BE LOOPED IN 6. PROVIDE MINIMUM 4" COVER OVER UTILITIES UNDER CONCRETE SLAB. MASS WALLS R≥13/17 SPACE IN FRONT OF THE SERVICE PANEL. SO THAT IT DOES NOT CREATE A "DEAD END" OF MORE THAN 24" PER DUPAGE COUNTY PRIVATE SEWERAGE DISPOSAL ORDINANCE SLAB THICKNESS MAY BE INCREASED WHERE UTILITY IS ENCASED IN FLOORS R≥30 2. PROVIDE DEDICATED CIRCUITS FOR REFRIGERATOR, DISHWASHER, THE ILLINOIS PLUMBING CODE. CONCRETE. SUMP PUMP, EJECTOR PUMP, FURNACE, AIR-CONDITIONER AND ILLINOIS ACCESSIBILITY CODE, 2018 7. PROVIDE 6 MIL VAPOR BARRIER UNDER INTERIOR SLAB ON GRADE BASEMENT WALLS R≥15/19 SIMILAR EQUIPMENT. BATHROOMS TO BE ON INDIVIDUAL CIRCUITS. AT ILLINOIS ENERGY CONSERVATION CODE (IECC 2021 INTERNATIONAL ENERGY CONCRETE CONSTRUCTION INCLUDING ATTACHED GARAGE SLABS. CRAWL R≥15 /19 LEAST ONE 20-AMPERE BRANCH CIRCUIT SHALL BE PROVIDED TO CONSERVATION CODE WITH AMENDMENTS) 8. GARAGE AND PATIO SLABS SHALL BE REINFORCED WITH 6X6 / SUPPLY BATHROOM RECEPTACLE OUTLETS. A MINIMUM OF TWO W1.4XW1.4 WIRE WELDED FABRIC. PROVIDE 1-1/2" MINIMUM COVER. SLAB R≥10 , 4 FT DEDICATED 20 AMP BRANCH CIRCUITS MUST BE PROVIDED TO SERVE ILLINOIS DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND 9. UTILITY SLEEVES IN FOUNDATION WALLS SHALL BE GROUTED SOLID CONVENIENCE RECEPTACLES IN THE KITCHEN, PANTRY, BREAKFAST, BRIDGE CONSTRUCTION) AND WATERPROOFED TO PREVENT MOISTURE PENETRATION. 9. PROVIDE VAPOR RETARDER AT THE INTERIOR SIDE OF THE ABOVE AND DINING AREAS, AND AT THE KITCHEN COUNTERTOPS. 10. PROVIDE 1/2"X10" ANCHOR BOLTS WITH 2" RIGHT ANGLE BEND @ 6"-0" GROUND EXTERIOR ENVELOPE IN THE FORM OF KRAFT-FACED BATT 3. FURNACES TO BE SWITCHED AND HAVE A NEARBY SERVICE OUTLET. ILLINOIS, UTILITY LOCATION ACT 220 ILCS 50 (JULIE) O.C. EMBEDDED 7" MINIMUM INTO CONCRETE. PROVIDE 2 BOLTS INSULATION OR VISQUEEN / FOIL SHEETING WITH BLOWN-N INSULATION. 4. SEE ELECTRICAL NOTES IN DRAWINGS FOR OUTLETS, SWITCHES AND ILLINOIS, ASHRAE ENERGY STANDARD 90.1, 2013 MINIMUM PER PLATE EXCEPT WHERE WALL IS 24" OR LESS. BOLTS FOAM PLASTICS SHALL BE COVERED BY MINIMUM 1/2" DRYWALL. FIXTURE LOCATIONS. AN OUTLET SHALL BE PROVIDED WITHIN 6' AT ANY SHALL BE WITHIN 12" OF THE END OF EACH PLATE. BASEMENT INSULATION THAT IS PRONE TO MOISTURE DEGRADATION POINT ALONG A WALL GREATER THAN 2' WIDE IN HABITABLE ROOMS. A ILLINOIS, ENVIRONMENTAL PROTECTION AGENCY, ASBESTOS ABATEMENT 11. PROVIDE ASPHALT IMPREGNATED ISOLATION JOINT (OR EQUAL) SHALL BE ALLOWED TO BREATH TO THE INTERIOR. INSULATION AT GFCI PROTECTED OUTLET SHALL BE PROVIDED WITHIN 2' AT ANY POINT BETWEEN PATIO, PORCH, AND SIDEWALK SLABS. ATTIC ACCESS SHALL EQUAL THAT OF THE SURROUNDING SURFACES. ALONG A KITCHEN COUNTER GREATER THAN 2' WIDE. ILLINOIS, ENVIRONMENTAL PROTECTION AGENCY, RADON RESISTANT CONSTRUCTION ACT 12. PROVIDE TOOLED OR SAW-CUT CONTROL JOINTS OR ZIP STRIPS IN 10. CALK CONNECTIONS AND GAPS BETWEEN FRAMING MEMBERS SUCH 5. PROVIDE GFCI PROTECTED OUTLETS IN GARAGE, EXTERIOR LOCATIONS, ILLINOIS, STATE FIRE MARSHALL, BOILER REGULATIONS SLABS TO DIVIDE CONCRETE INTO 200 S.F. MAXIMUM SECTIONS. AS DOUBLED STUDS, CORNERS, SILL AND TOP PLATES, WINDOW AND BASEMENTS AND AT KITCHEN AND BATHROOM COUNTERS. PROVIDE 13. PROVIDE GROUNDING CONDUIT FOR EMBEDDED REBAR PER 2017 NEC DOOR FRAMES, AND WHEREVER AIR OR WATER INFILTRATION MAY ARC-FAULT PROTECTION ON ALL CIRCUITS WITH NON-GFCI OUTLETS. ILLINOIS, STATE FIRE MARSHALL, UNDERGROUND STORAGE TANK REGULATIONS SECTION 250.50. OCCUR. PROVIDE SILL SEALER BETWEEN CONCRETE AND SILL PLATES. OUTLETS SHALL BE TAMPER RESISTANT. EVERY METAL ELECTRICAL PROVIDE WEATHER STRIPPING AT ALL OPENINGS IN THE ENVELOPE BOX, OUTLET, FIXTURE AND THE SYSTEM AS A WHOLE SHALL BE ILLINOIS, STATE FIRE MARSHALL, ELEVATOR REGULATIONS INCLUDING DOORS, WINDOWS, FIREPLACE DOORS, AND ATTIC GROUNDED. USEPA, RENOVATION, REPAIR AND PAINTING PROGRAM RULE (LEAD) ACCESSES. STEEL 11. HOUSE TO GARAGE DOORS TO BE METAL 20 MINUTE B-LABEL WITH 6. LIGHT FIXTURES SHALL BE LOCATED ON THE LANDINGS OR ABOVE THE RUN OF EACH STAIR. STAIR LIGHTS SHALL BE OPERABLE FROM THE APPLICABLE REGULATIONS OF OTHER STATE AND LOCAL AGENCIES AND PUBLIC UTILITY 1. ALL STEEL BEAMS TO BE A36 MINIMUM. ALL STEEL COLUMNS TO BE A53 SELF-CLOSER AND LATCH. TOP AND BOTTOM OF EACH STAIR. SERVICE PROVIDERS. MINIMUM. STRUCTURAL STEEL DETAIL, FABRICATION, AND ERECTION 12. ALL EXISTING WALLS WHICH ARE TO BECOME LOAD BEARING WALLS 7. ALL PERMANENTLY INSTALLED LIGHTING FIXTURES, EXCLUDING SHALL CONFORM TO THE AISC MANUAL OF STEEL CONSTRUCTION, SHALL BE EXPOSED TO ENSURE THAT THEY MEET THE REQUIREMENTS KITCHEN APPLIANCE LIGHTING FIXTURES, SHALL CONTAIN ONLY LATEST EDITION. FOR CUTTING AND NOTCHING OF LOAD BEARING WALLS. HIGH-EFFICACY LIGHTING SOURCES. 2. STEEL COLUMNS SUPPORTING STEEL BEAMS TO HAVE 1/2" THICK 4"X8" WELDED STEEL CAP PLATE WITH 21" BOLTS FOR LATERAL SUPPORT. 13. EXTERIOR CAVITIES EXPOSED DURING CONSTRUCTION MUST BE INSULATED IN COMPLIANCE WITH THE 2021 IECC. INSULATION IN 8. 9. ALL CEILING OUTLET ELECTRICAL BOXES SHALL BE CAPABLE OF SUPPORTING CEILING FANS. CLOTHES CLOSET SURFACE MOUNTED LED FIXTURES MUST BE DRAWING LIST STEEL COLUMNS SUPPORTING WOOD BEAMS TO HAVE SIMPSON STEEL COLUMN CAP OR EQUAL SADDLE. EXTERIOR WALLS ABOVE GRADE MUST BE R-30 MINIMUM OR THE CAVITY MOUNTED A MINIMUM OF TWELVE INCHES AWAY FROM THE NEAREST A0-0 PROJECT INFORMATION, 3. PROVIDE 4"X3"X3/16" STEEL LINTEL AT MASONRY VENEER OPENINGS 8'-4" FILLED TO THE EXTENT POSSIBLE. THE BASEMENT WALLS BELOW POINT OF STORAGE. RECESSED FLUORESCENT AND SURFACE OR LESS. PROVIDE 6"X3"X3/16" STEEL LINTEL AT MASONRY VENEER GRADE MUST BE INSULATED TO R-19 MINIMUM (BATT) OR R-15 MOUNTED FLUORESCENT FIXTURES MUST BE MOUNTED A MINIMUM OF SITE PLAN CONTINUOUS OR OTHERWISE MEET THE 2021 IECC REQUIREMENTS. SIX INCHES AWAY FROM THE NEAREST POINT OF STORAGE. LIGHT OPENINGS GREATER THAN 8'-4". LINTELS TO BEAR ON ADJACENT MASONRY A MINIMUM OR THE VERTICAL LEG (4" OR 6"). INSULATION IN FLOOR CAVITIES MUST BE R-30 OR THE CAVITY FILLED TO FIXTURES IN CLOSETS MUST HAVE A COMPLETELY ENCLOSED LAMP. A1-0 FLOOR PLANS THE EXTENT POSSIBLE. INSULATION IN ANY EXPOSED CEILING CAVITIES MUST BE R-60 MINIMUM OR THE CAVITY FILLED TO THE EXTENT 10. ALL NEW/ALTERED KITCHEN, LAUNDRY, BEDROOM, FAMILY ROOM, A2-0 ELEVATIONS / SECTIONS DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNROOM, POSSIBLE. 277.10 E1-0 ELECTRICAL FRAMING RECREATION ROOM, CLOSET, HALLWAY OR SIMILAR AREA OUTLETS SHALL BE ARC-FAULT PROTECTED. 1. . 14. ALL NEW WINDOWS AND GLAZED DOORS MUST BEAR THE 11. ALL NEW RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT. 2. MANUFACTURER'S STICKERS SO COMPLIANCE CAN BE CONFIRMED BY EXISTING GARAGE NEW 12. THE SERVICE OVERCURRENT PROTECTION DEVICE SHALL BE LOCATED 3. JOISTS, BEAMS, AND STUDS MAY BE DRILLED OR NOTCHED ONLY PER INSPECTORS. STICKERS SHALL NOT BE REMOVED PRIOR TO TO BE REMOVED ASPHALT INSPECTION. WITHIN FIVE FEET OR PROVIDE AN EXTERIOR DISCONNECT. EXISTING CODE. FOLLOW MANUFACTURER'S RECOMMENDATION FOR 13. NEW UNDERGROUND SERVICE CONDUCTORS, CONDUITS AND DRIVEWAY ENGINEERED LUMBER. TRUSSES SHALL NOT BE CUT, DRILLED OR TREE TO GROUNDING ELECTRODES TO BE SIZED PER 2018 IRC TABLE E3603.1 NOTCHED UNDER ANY CIRCUMSTANCES. REMAIN 14. NO PARTS OF CORD-CONNECTED LUMINARIES, CHAIN-, CABLE-, OR 4. FLOOR SHEATHING SHALL BE 3/4" MINIMUM APA 24 / 32 RATED OSB INTERIOR FINISH CORD-SUSPENDED LUMINARIES, LIGHT TRACK, PENDANTS, OR 5 (MIN SUBFLOOR GLUED AND NAILED TO JOISTS 6" O.C. AT EDGES AND 12" CEILING-SUSPENDED (PADDLE) FANS SHALL BE LOCATED WITHIN A O.C. AT INTERMEDIATE SUPPORTS. 1. WALLS WITH 16" O.C. FRAMING TO HAVE 1/2" GYPSUM DRYWALL AND ZONE MEASURED 3 FEET HORIZONTALLY AND 8 FEET VERTICALLY FROM % OF 5. ROOF SHEATHING SHALL BE 1/2" MINIMUM APA 24 / 0 EXPOSURE 1 WALLS WITH 24" O.C. FRAMING TO HAVE 5/8" DRYWALL UNLESS THE TOP OF THE BATHTUB RIM OR SHOWER STALL THRESHOLD. THIS OTHERWISE NOTED. GARAGE WALLS COMMON TO THE HOUSE AND 6'-5" RATED OSB WITH SEALED EDGES AND 'H' CLIPS. NAIL TO TRUSSES OR ZONE IS ALL ENCOMPASSING AND INCLUDES THE SPACE DIRECTLY IDTH) FURNACE ROOMS SHALL HAVE 5/8" TYPE X GYPSUM DRYWALL TAPED RAFTERS 6" O.C. AT EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. AND FINISHED. ALL CEILINGS TO HAVE 5/8" GYPSUM DRYWALL. OVER THE TUB OR SHOWER STALL. LUMINARIES LOCATED WITHIN THE NEW TWO STORY 6. STRUCTURAL WALL SHEAR PANEL SHALL BE 1/2" MINIMUM APA 16 / 0 LOT W ACTUAL OUTSIDE DIMENSION OF THE BATHTUB OR SHOWER TO A RATED OSB WITH SEALED EDGES. NAIL TO STUDS 6" O.C. AT EDGES PROVIDE 1/2" GYPSUM DRYWALL COVERAGE AT ACCESSIBLE SPACES HEIGHT OF 8 FEET VERTICALLY FROM THE TOP OF THE BATHTUB RIM OR GARAGE UNDER STAIRS. AND 12" O.C. AT INTERMEDIATE SUPPORTS. SHOWER THRESHOLD SHALL BE MARKED FOR DAMP LOCATIONS, OR 66'-4" I HEREBY CERTIFY THAT THESE PLANS 7. PROVIDE CRIPPLES, POSTS, AND KING STUDS PER PLAN. MINIMUM MARKED FOR WET LOCATIONS WHERE SUBJECT TO SHOWER SPRAY. 2. GLASS MAT GYPSUM, FIBER-REINFORCED GYPSUM, NONASBESTOS WERE PREPARED BY ME AND TO THE BEST SINGLE CRIPPLE AT ALL HEADERS. MINIMUM SINGLE KING STUD AT (2017 NEC, 410.10(D)) OF MY KNOWLEDGE AND BELIEF CONFORM HEADERS UNDER 6' IN LENGTH, DOUBLE KING STUDS AT HEADERS 6' TO FIBER CEMENT BACKERBOARD OR NONASBESTOS FIBER 15. RECESSED LUMINARIES INSTALLED IN THE BUILDING THERMAL TO THE APPLICABLE BUILDING CODES AND 12' IN LENGTH, AND TRIPLE KING STUDS AT HEADERS GREATER THAN 12' MAT-REINFORCEDCEMENTITIUS BACKER UNITS SHALL BE USED IN WET ENVELOPE SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN ORDINANCES. MAIN STREET IN LENGTH. LOCATIONS SUCH AS BEHIND CERAMIC TILED SHOWER AND TUB WALLS. CONDITIONED AND UNCONDITIONED SPACES. RECESSED LUMINARIES 8. PROVIDE MINIMUM DOUBLE HEADERS AND TRIMMERS AT FLOOR CEMENTBOARD SHALL BE USED UNDER ANY HORIZONTAL TILED SHALL BE IC-RATED AND LABELED AS HAVING AN AIR LEAKAGE RATE OF 23'-8" OPENINGS PER PLAN. DOUBLE JOISTS UNDER PARALLEL PARTITIONS SURFACES IN WET LOCATIONS (EXCEPT FOR TYPICAL FLOORS). NOT GREATER THAN 2.0 CFM WHEN TESTED IN ACCORDANCE WITH EXISTING TWO 128.7 OR PROVIDE LADDER BETWEEN JOISTS WHERE REQUIRED FOR MEP SHOWERS AND TUBS ON EXTERIOR WALLS SHALL HAVE INSULATION ASTM E283 AT A PRESSURE DIFFERENTIAL OF 1.57 PSF (75 Pa). AND AN AIR BARRIER SEPARATING THEM FROM THE EXTERIOR WALL. 9. PENETRATION. BALLOON FRAME TWO STORY WALLS WITH 2X6 STUDS AT 16" O.C. RECESSED LUMINARIES SHALL BE SEALED WITH A GASKET OR CAULKED STORY HOME BETWEEN THE HOUSING AND THE INTERIOR ALL OR CEILING COVERING. MINIMUM. PROVIDE FIRESTOP AT 9'-0" HEIGHT WITH FLAT 2X6'S. 3. STAIR AND GUARD RAILING SHALL BE HARDWOOD WITH BALUSTERS (R402.4.5, 2021 IECC) PROVIDE 2X6 OR DOUBLE 2X4 AT PLUMBING WALLS. SUCH THAT A 4" SPHERE CAN NOT PASS. PROVIDE A WOOD HANDRAIL 16. ALL NEW PERMANENTLY INSTALLED INTERIOR LIGHTING FIXTURES, 10. ATTACHMENT SHALL BE PER FASTENER SCHEDULES IN IRC TABLES 36" ABOVE NOSING AT STAIRS WITH MORE THAN 2 RISERS. EXCEPT THOSE IN BATHROOMS OR HALLWAYS, SHALL BE CONTROLLED 602.3(1), 602.3(2), AND / OR 602.3(3). 4. DOOR AND BATHROOM HARDWARE SHALL BE PER SPECIFICATION. BY EITHER A DIMMER SWITCH OR OCCUPANCY SENSOR. 11. PROVIDE MIN 1/2" DRYWALL, 3/4" O.S.B. OR 2X FIREBLOCKING AT PROVIDE TOILET PAPER HOLDER, TOWEL BARS, MIRRORS, MEDICINE 17. ALL NEW EXTERIOR LIGHTING SHALL BE CONTROLLED BY A MANUAL CONCEALED SPACES AT FLOOR AND CEILING LEVELS, FURRED WALL CABINET, AND OTHER ACCESSORIES WITH ADEQUATE BACKING / ON/OFF SWITCH THAT PERMITS AUTOMATIC SHUT OFF. SUCH AREAS, AND INTERCONNECTIONS OF VERTICAL AND HORIZONTAL SUPPORT. AUTOMATIC SHUT OFF SHALL OCCUR WHEN DAYLIGHT IS PRESENT. INTERSTITIAL SPACES INCLUDING SOFFITS, STAIR FRAMING, CHIMENYS 5. ALL EQUIPMENT AND APPLIANCES SHALL BE INSTALLED IN CONTROLS THAT OVERRIDE AUTOMATIC OPERATION SHALL RETURN TO AND FLUES, AS WELL AS DUCT, PIPE AND CABLE PENETRATIONS. ACCORDANCE WITH THEIR LISTINGS AND THE MANUFACTURER'S NORMAL OPERATION AFTER A MAXIMUM OF 24 HOURS. HOLES THROUGH WALL PLATES TO BE SEALED TO PREVENT DRAFTING INSTALLATION INSTRUCTIONS. A COPY OF THE MANUFACTURER'S 18. THE DISHWASHER BRANCH CIRCUIT SHALL BE GFCI PROTECTED. OF FIRE AND HOT GAS. INSTALLATION INSTRUCTIONS MUST BE PROVIDED ON SITE AT THE TIME JULIA HOMOLY SMITH #001-021064 19. A SEPARATE 20A CIRCUIT SHALL BE PROVIDED TO EACH BATHROOM 12. EXTERIOR OR LOAD BEARING WALLS WITH PLATES CUT, DRILLED OR OF INSPECTION. EXPIRATION DATE 11/30/2026 AND POWDER ROOM. NOTCHED MORE THAN 50% OF THE WIDTH OF THE STUD SHALL HAVE A GALVANIZED METAL TIE 16 GAGE AND 1 1/2 INCHES (1 1/2") WIDE 13. FASTENED TO EACH PLATE. EXTERIOR OR LOAD BEARING WALLS WITH STUDS DRILLED WITHIN 5/8" STAIR 125.00 OF THE FACE OF THE STUD SHALL BE REINFORCED WITH A 1. 36" HIGH (MINIMUM) GUARDS SHALL BE LOCATED ALONG OPEN-SIDED 14. STRUCTURAL STUD SHOE. STRUCTURAL DIMENSIONAL WOOD FRAMING FOR JOISTS, BEAMS AND WALKING SURFACES, INCLUDING RAMPS AND LANDINGS THAT ARE LOCATED MORE THAN 30" MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36" HORIZONTALLY TO THE EDGE J U L I A S. M I T H HEADERS SHALL BE SPF NORTHERN #2 OR BETTER OR MEET THE OF THE OPEN SIDE. REQUIRED GUARDS SHALL NOT ALLOW PASSAGE ARCHITECTURE INTERIORS FOLLOWING DESIGN VALUES: 875 P.S.I. BENDING Fb, 125 PSI SHEAR Fv, 425 PSI PERPENDICULAR COMPRESSION Fcp, 1,400,000 PSI MODULUS OF A 4" SPHERE. 773.710.5115 OF ELASTICITY E. 2. A GRASPABLE HANDRAIL SHALL BE PROVIDED ON AT LEAST ONE SIDE JULIASMITHARCHITECTURE.COM 15. STRUCTURAL DIMENSIONAL WOOD FRAMING FOR STUDS AND OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR COLUMNS SHALL BE SPF NORTHERN #2 OR BETTER OR MEET THE MORE RISERS. HANDRAIL HEIGHT SHALL NOT BE LESS THAN 34" AND - DATE ISSUED FOR FOLLOWING DESIGN VALUES: 875 PSI BENDING Fb, 1100 PSI PARALLEL NOT MORE THAN 38" MEASURED AT THE NOSING. REQUIRED HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE - 01.08.2026 VARIANCE COMPRESSION Fcp, 1,400,000 PSI MODULUS OF ELASTICITY. 16. DIMENSIONAL LUMBER FOR SILL PLATES, EXTERIOR DECK FRAMING, FLIGHT FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT AND OTHER WOOD IN CONTACT WITH CONCRETE OR EXPOSED TO THE TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. ELEMENTS SHALL BE PRESSURE TREATED SOUTHERN YELLOW PINE #2 HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL OR BETTER OR MEET THE FOLLOWING DESIGN VALUES: 975 PSI POSTS. 248.40 BENDING Fb, 175 PSI SHEAR Fv, 565 PSI PERPENDICULAR COMPRESSION 3. STAIRS TO HAVE A MINIMUM TREAD DEPTH OF 10" MEASURED NOSING Fcp, 1450 PSI PARALLEL COMPRESSION Fc, 1,600,000 PSI MODULUS OF TO NOSING AND ALL TREADS SHALL BE EQUAL. ELASTICITY. 4. STAIRS TO HAVE A MAXIMUM STEP RISER HEIGHT OF 7 3/4" AND THE 17. JOISTS SHALL BE PROVIDED WITH LATERAL RESTRAINT TO PREVENT MAXIMUM DIFFERENCE BETWEEN THE TALLEST AND THE SMALLEST ROTATION. THIS MAY BE PROVIDED BY USE OF JOIST HANGERS OR RISER SHALL NOT BE GREATER THAN 3/8". BLOCKING BETWEEN JOISTS. 18. ANY EXISTING EXPOSED COMBUSTIBLE LIGHTWEIGHT FRAMING THE CORONELLI RESIDENCE MEMBERS SHALL BE COVERED WITH A MINIMUM OF 5/8" TYPE-X GYPSUM 718 NORTH MAIN STREET BOARD GLEN ELLYN, IL 60137 19. ALL WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY AND ARE LESS THAN 6 INCHES FROM EXPOSED GROUND SHALL BE PRESERVATIVE TREATED AGAINST DECAY. 20. JOISTS ARE REQUIRED TO BE BLOCKED TO PREVENT ROTATION WHERE S I T E P L A N THEY LAND ON A BEAM OR GIRDER. 21. ALL EXISTING EXPOSED FRAMING MEMBERS WHICH MAY BE CUT, SITE PLAN 1 A0-0 NOTCHED, OR DAMAGED SHALL BE REPAIRED OR REPLACED AT TIME NTS OF INSPECTION. Page 19 of 21  N O T E S JULIA SMITH ARCHITECTURE SHALL RETAIN ALL COPYRIGHTS, STATUTORY AND COMMON LAW RIGHT WITH REGARD TO THESE PLANS AND BUILDING DESIGN. REPRODUCTIONS, CHANGES OR ASSIGNMENT TO ANY THIRD PARTY SHALL NOT OCCUR WITHOUT OBTAINING EXPRESS WRITTEN PERMISSION AND CONSENT OF JULIA SMITH ARCHITECTURE. 22'-0" 22'-0" 2'-6" 13'-6" 18'-0" 6'-2" 14'-10" 2'-6" 25'-0" MAX DORMER WIDTH DN 4'-6" SECOND FLOOR PLAN ROOF PLAN 3 4 1/4" = 1'-0" 1/4" = 1'-0" 22'-0" 22'-0" 2'-6" 16'-0" X 10'-0" O.H.D. 18'-0" 25'-0" UP J U L I A S. M I T H ARCHITECTURE INTERIORS NEW CONCRETE WALK 773.710.5115 JULIASMITHARCHITECTURE.COM 4'-6" - DATE ISSUED FOR - 01.08.2026 VARIANCE FIRST FLOOR PLAN THE CORONELLI RESIDENCE 2 1/4" = 1'-0" 718 NORTH MAIN STREET GLEN ELLYN, IL 60137 F L O O R P L A N S A1-0 Page 20 of 21  N O T E S JULIA SMITH ARCHITECTURE SHALL RETAIN ALL COPYRIGHTS, STATUTORY AND COMMON LAW RIGHT WITH DORMER ROOF CONSTRUCTION REGARD TO THESE PLANS AND BUILDING DESIGN. T/ GARAGE RIDGE/PARAPET REPRODUCTIONS, CHANGES OR ASSIGNMENT TO ANY -COMPOSITE SHINGLES THIRD PARTY SHALL NOT OCCUR WITHOUT OBTAINING +20'-9" -15# FELT PAPER EXPRESS WRITTEN PERMISSION AND CONSENT OF -15/32" HIGH DENSITY O.S.B. WOOD JULIA SMITH ARCHITECTURE. SHEATHING -2X6 ROOF RAFTERS AT 16" 0.C. 10 3/4" NEW (2) 2" X 6" HEADER 1'-0" 2'-8" 8'-3" 3'-4 1/4" B/ EAVE +12'-0" T/ ATTIC FLOOR +12'-0" 3'-0" 1'-8" NEW (3) 1 3/4" X 7 1/4" LVL HEADER AND (2) 2X6 JACK LIMESTONE PARAPET T/ MAX RIDGE STUDS AT EACH END +22'-0" T/ GARAGE RIDGE/PARAPET NEW 2ND FLOOR CONSTRUCTION +20'-9" -3/4" T/G PLYWOOD SUBFLOOR NEW COMPOSITE "SLATE" -2X12" SP SS FLOOR JOISTS @ ROOF 12" O.C. LIMESTONE PARAPET 12 8 12'-0" T/ PARAPET +15'-0" B/ EAVE 11'-0" +12'-0" 10'-4" GARAGE FRAME WALL T/ ATTIC FLOOR CONSTRUCTION +12'-0" -STUCCO TO MATCH EXISTING 3'-0" -AIR INFILTRATION BARRIER -1/2" O.S.B. WOOD SHEATHING -2X6 STUDS AT 16" 0.C. -1/2" DRYWALL NEW STUCCO TO MATCH EXISTING 12'-0" GARAGE SLAB T/ FOUNDATION -4" CONCRETE SLAB 10'-0" +0'-6" (766.3) -4X4-W1.4X1.4 WWF REINFORCING ON 4" MIN COMPACTED GRANULAR T/ GARAGE SLAB FILL 0'-0" (765.8) T/ GARAGE SLAB 0'-0" WEST ELEVATION 3 GARAGE WALL SECTION 1/4" = 1'-0" 4 1/2" = 1'-0" T/ MAX RIDGE +22'-0" T/ GARAGE RIDGE/PARAPET NEW COMPOSITE "SLATE" +20'-9" ROOF 12 NEW COMPOSITE "SLATE" LIMESTONE PARAPET T/ PARAPET 8 1'-0" ROOF 1'-0" +15'-0" (2) CS 24X32 3'-4 1/4" B/ EAVE +12'-0" T/ ATTIC FLOOR +12'-0" 3'-0" J U L I A S. M I T H ARCHITECTURE INTERIORS 773.710.5115 JULIASMITHARCHITECTURE.COM NEW STUCCO TO MATCH NEW STUCCO TO MATCH EXISTING EXISTING - DATE ISSUED FOR - 01.08.2026 VARIANCE 12'-0" 10'-0" THE CORONELLI RESIDENCE T/ GARAGE SLAB 718 NORTH MAIN STREET 0'-0" GLEN ELLYN, IL 60137 E L E V A T I O N S EAST ELEVATION SOUTH ELEVATION 1 2 1/4" = 1'-0" 1/4" = 1'-0" A2-0 Page 21 of 21