Appearance Commission — Skokie, IL
Date: 2026-06-10

Appearance Commission
Regular Meeting Agenda
June 10, 2026 | 7:30 PM
Skokie Village Hall, 5127 Oakton Street, Skokie, IL, Council Chambers

1) Call to Order
2) Roll Call/Declaration of Quorum
3) Approval of Meeting Minutes from May 13, 2026 meeting go to
4) Old Business
5) New Business
 a) 2026-022A – 7525 Karlov Avenue (Residential)
 Applicant: Ironcore Construction LLC
 Owner: Ledeya Biruk go to
 Request: 2nd floor addition

 b) 2026-023A – 8135 Lockwood Avenue (Residential)
 Applicant: Dan Tornheim
 Owner: Zachary Williams go to
 Request: 1st floor addition

 c) 2026-024A – 8225 Crawford Avenue (Residential)
 Applicant: Michael McLenaghan – Michael’s General Contracting Inc.
 Owner: Asif Razwana go to
 Request: New Construction

 d) 2026-025A – 8620 Hamlin Avenue (Residential)
 Applicant & Owner: Lorel Babendir
 Request: 2nd floor addition go to
 e) 2026-026A – 9505 Harding Avenue (Residential)
 Applicant: Beth DeBaker, DeBaker Design Group go to
 Owner: Helayna Minsk and Jonathan Lewis
 Request: 1st floor addition

The Village, in compliance with the Americans with Disabilities Act, requests that persons with
disabilities who require certain accommodations to allow them to observe or participate in this
hearing, or who have questions about the accessibility of the meeting facilities, contact the
Village’s ADA coordinator Angel Schnur at angel.schnur@skokie.org or 847/933.8400.
Doc #640252
 f) 2026-027A – 9525 Hamlin Avenue (Residential)
 Applicant: Adam Zingrone go to
 Owner: Jorge & Cheryl Lezcano
 Request: New Construction

6) Public Comment (3 minutes per person)
7) Announcements
8) Adjournment
The next Appearance Commission meeting, is scheduled for July 8, 2026.
Individuals with questions or feedback about an agenda item may contact Angel Schnur with
the Community Development Department by calling 847/933-8400 or by emailing
publiccomments@skokie.org. All emails and comments submitted will be made public and
shared with this body.




The Village, in compliance with the Americans with Disabilities Act, requests that persons with
disabilities who require certain accommodations to allow them to observe or participate in this
hearing, or who have questions about the accessibility of the meeting facilities, contact the
Village’s ADA coordinator Angel Schnur at angel.schnur@skokie.org or 847/933.8400.
Doc #640252
 Return to Agenda




Appearance Commission
Regular Meeting Minutes
May 13, 2026 | 7:30 PM
Skokie Village Hall | 5127 Oakton Street, Skokie IL 60077 | Council Chambers

Call to Order
Meeting was called to order at 7:30 PM
Roll Call/Declaration of Quorum
In attendance: Thomas DaMario, Joe Mashek, Charles Isho, Julie Naumiak, Jay Pathak, Carlos
Ruiz, Jacob Shapiro.
Not in attendance: Mark Penning
A quorum being present, Interim Chairman DaMario called the meeting to order at 7:30 PM.
Approval of Meeting Minutes from April 15, 2026
A motion to approve the minutes of the March 11, 2026 meeting was made by Commissioner
Naumiak and seconded by Commissioner Maschek. The motion passed unanimously with all
members voting in favor with one absent.
New Business
2026-17A – 8305 Kildare Avenue (Residential)
Applicant & Owner: Charles Stephen
Request: 2nd floor addition

Staff reported no aesthetic objections to the proposal. The applicant is proposing a 336 square
foot second floor addition above the existing garage, visible from Kildare Avenue, to contain
two new bedrooms. The exterior material will be Hardie Board siding.

Owners Charles Stephen appeared and confirmed they are the property owners. They
explained that the existing home is brick with a limestone front façade, and that because a
limestone match could not be found, they elected to use a neutral, unobtrusive Hardie Board
siding for the addition. A commissioner confirmed that the garage is set back slightly from the
main structure. The Commission noted the addition is above the garage and entirely sided, with
no stone element involved, and found the proposal straightforward. No final color had been
selected, though the owners indicated they intended something neutral such as a cream or
beige.


Doc # 640240
A motion to grant a Certificate of Appropriateness for Case No. 2026-017A at 8305 Kildare
Avenue as presented was made by Commissioner Joe and seconded by Commissioner Julie. The
motion carried unanimously.
Recommendation & Voting
A motion to grant a Certificate of Appropriateness for Case No. 2026-017A at 8305 Kildare
Avenue as presented
Motion: Joe Mashek Second: Julie Naumiak
Ayes: 7
Nays: 0
Absent: 1


2026-018A 4918 Coyle Avenue (Residential)
Applicant & Owner: Joseph and Kathryn Dudzik
Request: Façade improvements

Staff reported no objections to the proposal. The applicant is proposing a covered front porch
addition and a redesigned front façade, including a canopy over the front door and a shed-style
awning roof over the bay window. Staff also noted that, due to amendments to Section 100-18-
59C approved by the Village Board of Trustees on May 4, 2026—reducing the allowable
projection of obstructions into required front yards from ten feet to six feet—the applicant will
not be required to seek a variance from the Zoning Board of Appeals, as the plans show full
compliance.

Margaret and Mark Lindsay, parents and step-parents of the absent owners, appeared as
representatives and confirmed familiarity with the project. The Commission confirmed that
roofing shingles will match the existing roof and that the cedar posts and trim will be painted
white to match the existing front door surround. Commissioners expressed approval of the
design, with one noting appreciation for seeing larger front porches approved without the need
for a ZBA variance under the updated ordinance.

Recommendation & Voting

A motion was made to grant a Certificate of Appropriateness for Case No. 2026-018A at 4918
Coyle Avenue as presented.

Motion: Jay Pathak Second: Julie Naumiak




Doc # 640240
Ayes: 7
Nays: 0
Absent: 1


2026-019A – 4835 Birchwood Avenue (Residential)
Applicant: Nathan Kriska
Owner: Ela Adrian Asllani
Request: 1st floor Addition

Staff reported no objections to the proposal. The applicant is proposing a 520 square foot first
floor addition at the rear of the home, which will not be visible from the street and will cover
existing concrete pads in the rear yard.

Architect Nathan Kriska presented the project. The rear addition will be clad in vertical Hardie
Board siding in a color described as "urban bronze," a dark gray tone. The existing front siding
will be updated to match the same color as the existing gable end. On the west side elevation,
the applicant indicated a preference for thin brick, similar to a previously approved project in
the area, with the intent to shift the overall color palette of the home toward a richer red tone
to complement the existing pinkish-red brick. All windows are proposed to change from white
to black. A boxed surround treatment is also proposed around the existing living room window
on the front façade to give it a more prominent appearance without physically enlarging it. A
commissioner noted that the roofline of the addition appears higher than the existing, which
the architect explained is geometrically necessary given that the addition's width exceeds the
existing building's depth at the same roof pitch.

Recommendation & Voting

A motion to grant a Certificate of Appropriateness for Case No. 2026-019A at 4835 Birchwood
Avenue as presented.

Motion: Joe Maschek Second: Jay Pathak

Ayes: 6
Nays: 1
Absent: 1



2026-020A – 8357 Skokie Boulevard Non-(Residential)
Applicant: Reena Panjwani Khowaja


Doc # 640240
Owner: JAMD Real Estate LLC
Request: façade updates

Staff reported no objections. The proposal involves exterior façade alterations to the currently
vacant former 7-Eleven building at 8357 Skokie Boulevard to accommodate a new
Dunkin'/Baskin-Robbins combo tenant. The project was previously reviewed by the Plan
Commission at its April 16, 2026 meeting, which provided a unanimous positive
recommendation to the Village Board of Trustees for a special use permit to allow a limited
service restaurant with drive-through. Village Board review remains forthcoming.

Applicant Reena Panjwani Khowaja and project architect Nicoletta presented the proposal.
Approximately 500 square feet (roughly 12 feet) will be removed from the southern portion of
the building to accommodate drive-through circulation. The remaining building will be
reskinned and improved to align with current Dunkin' brand standards while working within the
existing structure. Proposed exterior materials include painted brick, fiberboard panels in gray,
white, and a wood accent finish, a painted metal accent band wrapping the building in Dunkin'
orange, and a canopy at the drive-through window. A taller branded "switch" element is
proposed at the roofline to improve visibility and modernize the building's appearance. New
glazing is proposed on the south elevation to bring natural light into the seating area.

Two items of discussion arose. First, a commissioner raised a concern about the proposed wood
fence on the south side of the site, noting that drive-through customers queued on that side
would be looking directly at the adjacent existing wood fence on the east side, and questioned
whether the applicant had considered replacing it for continuity. The applicant acknowledged
the point and committed to evaluating the condition of the existing fence, replacing boards or
the entire fence if warranted. Second, a commissioner advised the applicant's team to
reconsider the proposed Vinca ground cover along the sidewalk, noting it performs poorly in
sunny conditions, becomes patchy, and is difficult to maintain. The applicant agreed to consult
with the landscape architect and substitute a more suitable native or drought-tolerant
alternative
Recommendation & Voting
A motion to grant a Certificate of Appropriateness for Case No. 2026-020A at 8357 Skokie
Boulevard, with the condition that the Vinca ground cover be replaced with a native or more
viable alternative
Motion: Joe Maschek Second: Julie Naumiak




Doc # 640240
Ayes: 7
Nays: 0
Absent: 1



2026-021A – 4801 Golf Road (Non- Residential)
Applicant: Christopher Goode
Owner: Kate & Scott Gorsky
Request: 1st floor additions

Staff reported no objections to the proposal, noting consistency with a previously approved
sign variance for the eastern façade of the building. The applicant is requesting a variance from
Section 82-27(C)(2) to permit more than one wall sign on the western façade of 4801 Golf Road,
which is occupied by two tenants: Pure Medical Spa and BMO Harris Bank. The western façade
currently carries existing BMO Harris Bank wall signage. The proposed additional sign for Pure
Medical Spa is intended to improve visibility for eastbound Golf Road traffic and for customers
navigating the shared parking lot, as the applicant noted clients were having difficulty locating
the tenant and leaving without entering.

Sign contractor Aslam Shariff presented the proposal, indicating the new sign would match the
size of the existing eastern façade sign but in red acrylic rather than the black and white of the
existing sign, to align visually with neighboring tenants Bob's Discount Furniture and Burlington,
with whom the property shares a parking lot.

The Commission's discussion centered entirely on the proposed color. Commissioner Carlos
expressed a strong preference for black, arguing that the building is architecturally distinctive
and modern in character, with prominent black curtain wall elements, and that a red sign would
diminish its unique identity by visually associating it with the adjacent retail strip. He noted the
incongruity of the proposed use—a medical spa—appearing alongside retail signage colors.
Other commissioners concurred. One commissioner added that, while black better matched the
architecture, if red were ultimately preferred, the applicant should be aware that the existing
BMO Harris sign's orange logo and the proposed red are similar but not identical colors, and
that having two mismatched near-red tones adjacent to one another would appear visually
problematic. The vice chair also cautioned that matching the aged BMO sign color in a new
installation would be practically difficult even with matching Pantone specifications. The
applicant indicated that the owner had been open to the black option and committed to
bringing the Commission's strong recommendation back to the client. The Commission directed
that the motion reflects a recommendation that the sign be black to match the existing eastern
façade signage in color and style.




Doc # 640240
Recommendation & Voting
A motion to grant a Certificate of Appropriateness for Case No. 2026-021A at 4801 Golf Road,
with the strong recommendation that the western façade sign color be black to match the style
and color of the existing eastern façade sign
Motion: Carlos Ruiz Second: Charles Isho
Ayes: 7
Nays: 0
Absent: 1



Public Comment

Announcements
The Next Appearance Commission meeting is scheduled for June 10, 2026.

Adjournment
Meeting was adjourned at 8:15 PM


Respectfully Submitted, Jose Acosta Planning Coordinator




Doc # 640240
 Return to Agenda


Memorandum
Community Development Department

To: Mark Penning, Appearance Commission Chair
 Appearance Commission Members

From: Angel Schnur, Building & Inspection Services Manager
 Jose Acosta, Planning Coordinator

Date: June 10, 2026

SUBJECT: APPEARANCE COMMISSION STAFF REPORT

Staff offers the following comments on the cases scheduled for the June 10th, 2026, Appearance
Commission meeting:

NEW BUSINESS:

2026-022A 7525 Karlov Avenue (Residential) – The applicant is proposing a 398-square-foot
 second-floor addition to the existing residence. The addition will provide two
 new bedrooms and additional closet space, expanding the home's living area
 while maintaining the overall character of the structure.

 Staff has reviewed the proposed elevations and architectural details and has no
 aesthetic objections to the project. Staff is supportive of the proposal and finds
 that the addition is appropriately designed and compatible with the existing
 residence.

2026-023A 8135 Lockwood Avenue (Residential) – The applicant is proposing modifications
 to the existing front façade, including the construction of a new front stoop and
 minor architectural detail changes visible from Coyle Avenue.

 Staff has no objections to the proposed improvements and is supportive of the
 request. Staff believes the design successfully modernizes the front façade while
 preserving existing architectural elements that remain in good condition and are
 consistent with the character of the home.

2026-024A 8225 Crawford Avenue (Residential) – The applicant is proposing the demolition
 of the existing single-family residence and the construction of a new home on
 the property. The proposed residence will have a building area of 1,510.75



#640247
 square feet, a height of 28 feet, and will comply with all applicable zoning
 requirements.

 Staff notes that a residential fire sprinkler system may be required for a home of
 this size. Additionally, the Village requires that a minimum of 51 percent of the
 exterior façade consist of masonry materials. Based on the submitted plans, staff
 is unable to conclusively determine whether the proposed design meets this
 masonry requirement and requests clarification from the applicant.

2026-025A 8620 Hamlin Avenue (Residential) – The applicant is proposing a second-floor
 addition at the rear of the residence that will enclose the existing 251-square-
 foot second-floor deck. The addition will create a third bedroom and an
 additional bathroom on the second floor.

 Staff has no objections to the proposed addition. However, staff is interested in
 understanding the rationale for the use of Hardie Board siding on the exterior of
 the addition rather than matching the existing brick materials of the home.

2026-026A 9505 Harding Avenue (Residential) – The applicant is proposing a 747-square-
 foot addition to the rear (east) elevation of the residence, along with exterior
 design modifications and material enhancements, including the incorporation of
 stone veneer.

 Staff has reviewed the proposal and has no objections or comments. Staff is fully
 supportive of the requested improvements.

2026-027A 9525 Hamlin Avenue (Residential) – The applicant is proposing the construction
 of a new single-family residence on an existing vacant lot. The proposed home
 will include 4,906 square feet of building area and a total of 6,502 square feet of
 impervious surface coverage, which remains compliant with the Village's zoning
 code requirements.

 Staff supports this request and has no outstanding comments. Staff previously
 reviewed this proposal; however, it was not forwarded to the Appearance
 Commission due to code compliance issues related to impervious surface
 coverage. Those issues have since been addressed by the applicant.
Return to Agenda
 SINGLE-FAMILY RESIDENCE
 7525 N. KARLOV AVE
 SKOKIE, IL 60076




WEST FACADE OF 7523 WEST FACADE OF 7525 WEST FACADE OF 7531




 EXHIBIT NO. A1-2
PROPOSED FACADES
 SINGLE-FAMILY RESIDENCE
 7525 N. KARLOV AVE
 SKOKIE, IL 60076




 EXHIBIT NO. A2-2
 Return to Agenda
 Village of Skokie
 APPEARANCE COMMISSION APPLICATION
 Community Development Department - Building & Inspection Services Division
 5127 Oakton St. Skokie, IL 60077
 Phone 847/933-8223
 The Appearance Commission meets the 2nd Wednesday* of each month at 7:30 p.m.
 *Unless otherwise noted
 Applications will only be accepted in a PDF format.


APPLICATION DATE: Date
 _____________________________________

APPLICATION TYPE (Please check all that apply):
 New Construction 1st Floor Addition 2nd Floor Addition Façade Signage Other

LAND USE:
 Single Family Residential Multifamily Residential Mixed Use Commercial Industrial Other

 8135 Lockwood Avenue
SUBJECT ADDRESS: ___________________________________________________________________________

OWNER INFORMATION: Please print legibly.
NAME(S): Zach Williams
ADDRESS:  8135 Lockwood Avenue Skokie, Illinois, 60077
 CITY, STATE ZIP:
PHONE#: (773) 750-1715 EMAIL: zach@whomodern.com

AGENT/PETITIONER INFORMATION (if other than owner):
NAME(S): Dan Tornheim
remov
ADDRESS: 805 Grey Avenue Evanston, Illinois, 60202
 CITY, STATE ZIP: ______________________________
 (773) 818-1739
PHONE #: ______________________________________ dantornheim@dt-arch.com
 EMAIL: _______________________________________
Please submit the following PDFs to appearance@skokie.org to complete your digital-only application:
 1. Elevations, floor plans, and site plans. Scale ¼” = 1’-0” is preferred, but not required. If the file size is greater
 than 5MB, multiple emails are allowed. Ensure “Appearance Commission PDF” and the project’s property
 address are in the subject line of the email. Color elevations or one color rendering is required.
 2. Completed Zoning Information Worksheet (residential projects only)
 3. Photographs (all sides of the subject building and the fronts of neighboring buildings)
 4. Excerpts of brochures and/or cut sheets of new materials and colors proposed for the project. Matching
 existing materials and colors can be confirmed with the submitted photographs.
 5. Plat of Survey
Does your project include a green roof? Yes No
* If your project includes a green roof you will placed at or near the top of the agenda.


 Fee Schedule
 Residential Site (new) … $100 plus $50.00 per unit
 Non-Residential Site* (new) … $100 plus $50.00 per 1,000 square feet (based on square footage of building)
 * Any non-residentially zoned site (Business, Industrial, Mixed-Use districts)
 Any Other Appearance Review (Additions, Façade, Sign Package, etc.) … $50.00
 If you have already paid for a preliminary plan review there is no charge.
 For Office Use Only:
 Case Number ____________________________ Meeting Date ________________________________________________
 Acct # NR Amt $ _________________________ Cash / Credit Card/ Check # ____________________________________


VOSDOCS-#149808-v18-Appearance_Commission_Application_form Revised 12/12/25
 ZONING INFORMATION WORKSHEET
 Please provide the following information for all permits involving new single-family dwellings, single-family
 additions or accessory structures in the R1 or R2 Single-Family districts.
 FORM MUST BE COMPLETED IN FULL.


 8135 Lockwood Avenue R2
ADDRESS __________________________________________ ZONING DISTRICT _________________

 60.5 152.22 9209.31
LOT INFO _________________ x _________________ = _________________ (This # goes on lines 1, 2, and 3)
 (LOT WIDTH) (LOT DEPTH) (TOTAL LOT AREA)

 TOTAL DIFFERENCE BETWEEN
 LOT AREA ALLOWED PROPOSED ALLOWED & PROPOSED

 9209.31 3684 2544 1140
BUILDING AREA ____________(1) x .40 = ____________ ____________(4) + / - ____________
 9209.31 4605 4600 5
IMPERMEABLE AREA ____________(2) x .50 = ____________ ____________(5) + / - ____________
 9209.31 5526 3686 1840
FLOOR AREA ____________(3) x .60 = ____________ ____________(6) + / - ____________


 AREA EXISTING AREA NEW AREA PROPOSED
BASEMENT (50% above grade) 0
 _______________ + 0
 _______________ = _0______________(A)
1ST FLOOR (Include attached garage
 1985 54 2039
carport, covered porch, etc)* _______________ + _______________ = _______________(B)

 1142 0 1142
2ND FLOOR * _______________ + _______________ = _______________(C)

ATTIC (6’-9” OR GREATER)
 0 0 0
(2nd Floor top plate to top of roof) _______________ + _______________ = _______________(D)

ACCESSORY BUILDINGS
 505 0 505
(Detached garage, shed, etc.) _______________ + _______________ = _______________(E)
 694 0 694
DRIVEWAY/APRON _______________ + _______________ = _______________(F)
 1362 0 1362
SIDEWALK & PATIO _______________ + _______________ = _______________(G)

* Any ceiling height 16 feet in height or greater will count twice.
 2544
PROPOSED BUILDING AREA (Add lines B & E) = _______________ (This # goes on line 4)

PROPOSED IMPERMEABLE AREA (Add lines B, E, F, & G) =
 4600
 _______________ (This # goes on line 5)

PROPOSED FLOOR AREA (Add lines A, B, C, D, & E) =
 3686
 _______________ (This # goes on line 6)

REAR YARD COVERAGE FOR ACCESSORY BUILDINGS:
60.50 49.42 2989.91 896.97 0
_______________ x _______________ =_______________ x .30 = _______________ ________________________
 (rear yard width) (rear yard depth) (rear yard) (allowed) (proposed buildings in rear yard)
Rear yard is measured from the rear wall of the principal building to the rear lot line and from side lot line to side lot line.

The undersigned hereby acknowledges the accuracy of the above information and accepts full responsibility for any
discrepancies or inaccuracies.

 04/28/26
______________________________________________ ___________________________
Signature Date

______________________________________________ ___________________________
Reviewed by Community Development Department Date
VOSDOCS-#350061-v1-Zoning_Information_Worksheet.DOC
 2505.4072
 PLAT OF SURVEY
 COOK COUNTY


 CL


 ALLEY (16' R/W)
 60.50' (R) CL
 5.1' 5.4' SIRC
 SIRC S 89°53'40" E 60.50' (M) EDGE OF ALLEY
 CONC. 0.9' OFF
 THE W 60.50' OF 22.2' 1.6'

 CONC. S/W
 LOT 6 FRAME
 //
 21.1' 22.2'
 9209 SQ.FT.± GAR. //
 1.0'
 WALL 2.9' 1.8' 17.1' 1.8'
 6.1' //
 30.0'




 LOCKWOOD AVENUE (60' R/W)
PROPERTY ADDRESS: //
8135 LOCKWOOD AVENUE, SKOKIE, ILLINOIS 60077 BRICK
 WF
 //
SURVEY NUMBER: 2505.4072




 S 0°21'48" W 152.22' (C)
 CONC. CURB & GUTTER
 //
 29.4' 22.2'
 //




 152.22' (R)
 CONC.
DATE SIGNED: 05/20/25 FIELD WORK DATE: 5/16/2025 CONC. D/W 20.1' 20.1' //

REVISION DATE(S):




 N 0°21'48" E 152.22' (C)
 5.1' 7.5' //
(REV.1 5/20/2025) 29.2'
 11.8'




 152.22' (R)
 11.8'
 BRICK
 CONC.
POINTS OF INTEREST
 //


NONE VISIBLE 3.2' 5.0' 10.9' //
 1.0' 8.2' REMAINDER OF
 26.6' 2.4' LOT 6
 1.1' 3.5'
 //
 (NOT INCLUDED)
 7.5'
 3.5'
 2 STORY //
 2.5'
 BRICK BRICK 18.7'
 STONE
 RES. #8135 //


 29.1'
 CONC.
 //
 1.1'
 26.5'
 1.0' //
 3.1' 4.8' 4.7' 0.5' OFF


 13.2' 13.2'
 16.4'


 15.9' 15.7'



 N 89°53'40" W 60.50' (C) CONC. S/W
 FND.
 CROSS
 2.00' W
 60.50' (R) FND.
 CROSS
 2.00' S
 2.00' S 30.0'

 CONC. CURB & GUTTER


 C
 HOFFMAN STREET (60' R/W) L




 GRAPHIC SCALE (In Feet)
 1 inch = 30' ft.


 SEE PAGE 2 OF 2 FOR LEGAL DESCRIPTION
 PAGE 1 OF 2 - NOT VALID WITHOUT ALL PAGES
 COPYRIGHT: Daniel Tornheim Architect expressly
 reserves its common law copyright and other property

 60.50' (R) rights in these plans. These plans are not to be
 reproduced, changed or copied in any form or manner
 whatsoever, nor are they to be assigned to any third
 Concrete Apron party, without first obtaining the expressed written
 5.00' 5.10' permission and consent of Daniel Tornheim Architect.

 These drawings may have been reproduced at a size
 different than originally drawn. Owner and Architect
 assume no responsibility for use of incorrect scale.
 NEW CEILING MOUNTED LIGHT FIXTURE
 Grass Detached Garage
 Contractor shall verify all existing conditions prior to
 505 SF proceeding with construction and notify architect
 NEW PORCH immediately of any discrepancies or conflicts.
 49.42'



 Bluestone Patio & Walks NEW WALL-MOUNTED SCONCE FIXTURES



 NEW FRONT DOOR & HARDWARE


 NEW SIDELITE WINDOWS
 Concrete Drive
 CONCRETE
 APRON Concrete Walk

 NEW LIMESTONE THRESHOLD




 152.22' (R)
 NEW BLUESTONE STOOP




 152.22' (R)


LOCKWOOD AVENUE
 Grass


 5.90'
 Grass

 10.00'
 2nd Floor House
 22.60' 6.50'



 8.33' WEST FACADE 3D PORCH ELEVATION
 4 5
 4.00' 1/2" = 1'-0"
 1st Floor House
 Bluestone Walk


 Porch Structure




 CONCRETE SIDEWALK
 (Proposed)




 Grass NEW WOOD ROOF
 EAVE, WALL BOARD,
 AND CROWN MOULDING

 25' - 0"
 (COLOR TO MATCH
 EXISTING)
 15.70' NEW RAISED
 PANEL SHUTTERS
 FOR PAINT
 NEW WOOD ROOF (COLOR: NEW SIDELITE WINDOWS

 60.50' (R) CONCRETE SIDEWALK EAVE, WALL BOARD,
 AND CROWN
 MOULDING (COLOR
 1' - 6"
 CHARCOAL)
 NEW FRONT DOOR & HARDWARE
 TO MATCH EXISTING)
 NEW LIMESTONE THRESHOLD

 PORCH NEW BLUESTONE STOOP 6' - 7"

 NEW PORCH
 ROOF EAVE DETAIL WINDOW & SHUTTER DETAIL
 6 3
 1/2" = 1'-0" 1/2" = 1'-0"
 HOFFMAN STREET
 DANIEL TORNHEIM
 7
 SITE PLAN (PROPOSED) ARCHITECT
 1/16" = 1'-0"
 805 Grey Avenue
 8' - 5" Evanston,Illinois 60202
 773.818.1739 dantornheim@dt-arch.com

 No. Description Date
 PORCH PLAN 1 GC/CLIENT REIVEW SET 04.30.2026
 1
 1/2" = 1'-0" N




 Project Number 2024.01
 Date 05.21.2026
 NEW FRONT PORCH & BLUESTONE STOOP
 Drawn By DT
 DOOR COLOR: CHARCOAL
 PORCH COLOR" TO MATCH EXISTING Checked By DT
 6
 NEW EAVE ALL SIDES OF HOUSE FOR PAINT, COLOR TO MATCH EXISTING
 AR-01 Scale As indicated
 NEW SHUTTERS (8X WEST FACADE, 4X NORTH FACADE)
 Project
 NEW BAY ROOF AND FACADE
 3 • STANDING SEAM METAL ROOF (ZINC COATED COPPER)
 AR-01 • WOOD EAVE MOULDING AND TRIM BOARD (COLOR TO MATCH EXISTING) WILLIAMS RESIDENCE -
 • WOOD PILASTER COLUMNS (COLOR TO MATCH EXISTING)
 • EXISTING LIMESTONE TO REMAIN NEW PORCH & FACADE
 REPAINT GARAGE NEW WOOD TRIM AND • EXISTING WINDOWS TO REMAIN
 DOORS (COLOR: PANELS AT EXISTING RENOVATION
 CHARCOAL) BREEZEWAY. EXISTING
 WINDOWS TO REMAIN 8135 LOCKWOOD AVENUE
 SKOKIE ILLINOIS 60077
 Drawing
 DESIGN PLAN, DESIGN
 ELEVATIONS, SITE PLAN


 Seal Drawing No.




 2
 ELEVATION (WEST)
 1/4" = 1'-0"
 AR-01
 5/21/2026 2:23:53 PM
 COPYRIGHT: Daniel Tornheim Architect expressly
 reserves its common law copyright and other property
 rights in these plans. These plans are not to be
 reproduced, changed or copied in any form or manner
 whatsoever, nor are they to be assigned to any third
 party, without first obtaining the expressed written
 permission and consent of Daniel Tornheim Architect.

 These drawings may have been reproduced at a size
 different than originally drawn. Owner and Architect
 assume no responsibility for use of incorrect scale.

 Contractor shall verify all existing conditions prior to
 proceeding with construction and notify architect
 immediately of any discrepancies or conflicts.




NEIGHBORING PROPERTY 5248 HOFFMAN ST REAR FACADE (EAST ELEVATION) B FRONT FACADE (WEST ELEVATION) A
 (SOUTH ELEVATION) C
 DANIEL TORNHEIM
 ARCHITECT
 805 Grey Avenue
 Evanston,Illinois 60202
 773.818.1739 dantornheim@dt-arch.com

 No. Description Date


 E


 Project Number 2024.01
 Date 05.21.2026
 Drawn By DT
 Checked By DT
 A Scale 1" = 20'-0"
 Project

 WILLIAMS RESIDENCE -
 B NEW PORCH & FACADE
 RENOVATION
 8135 LOCKWOOD AVENUE
 SKOKIE ILLINOIS 60077

 SIDE FACADE (NORTH ELEVATION) E SIDE FACADE (SOUTH ELEVATION) D Drawing

 D C SITE PHOTOS



 Seal Drawing No.

 N

 AR-02
 SITE PLAN (PHOTO LOCATIONS)
 1
 1" = 20'-0"




 5/21/2026 2:23:56 PM
 Return to Agenda
 Village of Skokie
 APPEARANCE COMMISSION APPLICATION
 Community Development Department - Building & Inspection Services Division
 5127 Oakton St. Skokie, IL 60077
 Phone 847/933-8223
 The Appearance Commission meets the 2nd Wednesday* of each month at 7:30 p.m.
 *Unless otherwise noted
 Applications will only be accepted in a PDF format.


APPLICATION DATE: 5/27/26
 _____________________________________

APPLICATION TYPE (Please check all that apply):
 New Construction 1st Floor Addition 2nd Floor Addition Façade Signage Other
 *new construction using existing foundation and adding partial full foundation and crawl
LAND USE:
 Single Family Residential Multifamily Residential Mixed Use Commercial Industrial Other

SUBJECT ADDRESS: 8225 N. Crawford Ave. Skokie, IL 60076
 ___________________________________________________________________________

OWNER INFORMATION: Please print legibly.
NAME(S): Asif Razwana
ADDRESS: 8225 N.Crawford Ave. CITY, STATE ZIP: Skokie, IL, 60076
PHONE#: 773 791 7129 EMAIL: asifmraza@hotmail.com

AGENT/PETITIONER INFORMATION (if other than owner):
NAME(S): Michael McLenaghan - Michaels General Contracting Inc.
remov
ADDRESS: 129 S. Hale St. Palatine, IL, 60067
 CITY, STATE ZIP: ______________________________
 847 970 2373
PHONE #: ______________________________________ michaelsgcinc@gmail.com
 EMAIL: _______________________________________
Please submit the following PDFs to appearance@skokie.org to complete your digital-only application:
 1. Elevations, floor plans, and site plans. Scale ¼” = 1’-0” is preferred, but not required. If the file size is greater
 than 5MB, multiple emails are allowed. Ensure “Appearance Commission PDF” and the project’s property
 address are in the subject line of the email. Color elevations or one color rendering is required.
 2. Completed Zoning Information Worksheet (residential projects only)
 3. Photographs (all sides of the subject building and the fronts of neighboring buildings)
 4. Excerpts of brochures and/or cut sheets of new materials and colors proposed for the project. Matching
 existing materials and colors can be confirmed with the submitted photographs.
 5. Plat of Survey
Does your project include a green roof? Yes No
* If your project includes a green roof you will placed at or near the top of the agenda.


 Fee Schedule
 Residential Site (new) … $100 plus $50.00 per unit
 Non-Residential Site* (new) … $100 plus $50.00 per 1,000 square feet (based on square footage of building)
 * Any non-residentially zoned site (Business, Industrial, Mixed-Use districts)
 Any Other Appearance Review (Additions, Façade, Sign Package, etc.) … $50.00
 If you have already paid for a preliminary plan review there is no charge.
 For Office Use Only:
 Case Number ____________________________ Meeting Date ________________________________________________
 Acct # NR Amt $ _________________________ Cash / Credit Card/ Check # ____________________________________


VOSDOCS-#149808-v18-Appearance_Commission_Application_form Revised 12/12/25
Zoning Information Worksheet
Please provide the following information for all permits involving new single-family dwellings, single-family
additions or accessory structures in the R1 or R2 Single-Family districts.
Form must be completed in full.

Address 8225 N Crawford Ave. Skokie
 _______________________________________________ Zoning District R2
 _____________________

 Lot Width Lot Depth Total Lot Area
 50.00 x 115.14 = 5,757 This number goes on lines 1, 2 and 3

 Total Lot Allowed Proposed Difference
 Area
 Building Area 5,757.00 (1) X .40 = 2,302.80 1,510.75 (4) +/- under allowed 792.05
 Impermeable (2) X .50 = (5) +/-
 Area 5,757.00 2,878.50 2,736.16 under allowed 142.34
 Floor Area 5,757.00 (3) X .60 = 3,454.20 2,997.50 (6) +/- under allowed 456.70

 Existing New
 Area Proposed
 Area Area
 Basement (50% above grade) n/a + n/a = n/a (A)
 1st Floor*(incl. attached garage, carport, covered porch) demo + 1,510.75 = 1,510.75 (B)
 2nd floor demo + 1,486.75 = 1,486.75 (C)
 Attic (6’9” or greater – 2nd floor top plate to top of roof) demo + 0 = 0 (D)
 Accessory Buildings (detached garage, shed, etc.) 0 + 0 = 0 (E)
 Driveway/Apron 671.41 + 448 = 1,119.41 (F)
 Sidewalk and Patio demo + 106 = 106 (G)
* Any ceiling height 16 feet in height or greater will count twice.

 Proposed Building Area (Add lines B and E) 1,510.75 This number goes on line 4
 Proposed Impermeable Area (Add lines B, E, F and G) 2,736.16 This number goes on line 5
 Proposed Floor Area (Add lines A, B, C, D and E) 2,997.50 This number goes on line 6

 Rear Yard Rear Yard Proposed Buildings in
 Allowed
 Width Depth Rear Yard
 50.00 x 49.21 = 2460.5 x.30= 738.15 0
Rear yard is measured from the rear wall of the principal building to the rear lot line and from side lot line to side lot line.

The undersigned hereby acknowledges the accuracy of the above information and accepts full responsibility
for any discrepancies or inaccuracies.

Signature _________________________________________________ Date ______________________
Reviewed by ______________________________________________ Date ______________________

#638970
Return to Agenda
EAST WEST




SOUTH NORTH 8620 HAMLIN AVE.
 SKOKIE, IL 60076 A-9
8616 HAMLIN AVE. 8624 HAMLIN AVE 8619 HAMLIN AVE




8623 HAMLIN AVE. 8629 HAMLIN AVE 8630 HAMLIN AVE




 8620 HAMLIN AVE.
 SKOKIE, IL 60076 A-10
 REC. 186.67' NORTH LINE OF GREENLEAF STREET




 SOUTH LINE OF LOT 14
N
 CONC
 10.00'
 123.02' WOOD
 FENCE




 CONC


 20.00' CONC
 FRAME
 GARAGE 16'
 CONC




HAMLIN
 CONC WALK

 STOOP



 CONC




 50.00' 50.00'
 STOOP



 CONC PATIO
 NEW 2ND FLOOR
 EXISTING WOOD

 ALLEY
 2 STORY BRICK
 OVER BASEMENT
 #8620 ADDITION
 DECK & PERGOLA
 30.00'

 WALK
 WOOD
 FENCE

 WOOD
 FENCE



AVE CURB
 123.02'
 SITE PLAN
 3/32" = 1'-0"




 8620 HAMLIN AVE.
 SKOKIE, IL 60076 T-1
 UP
 2R




 UP
 6R
 UP FURN
 13R


 UP
 BATH 3 UTILITIES 7R
 42 SF
UP UNFINISHED BSMT
6R STORAGE 152 SF

 EXISTING
 GAS METER


 EXISTING 1 1/4"
 WATER METER




 FAMILY ROOM
 354 SF BEDROOM 4
 140 SF
 BEDROOM 5
 115 SF




 EXISTING
 ELEC METER




 EXISTING BASEMENT FLOOR PLAN
 3/16" = 1'-0"




 8620 HAMLIN AVE.
 SKOKIE, IL 60076 A-1
 DN
 2R




 CL PDR
 25 SF
 SINK DW DW SINK
 CONCRETE
 UP BREAKFAST NOOK
 STAIRS 14R DN KITCHEN 84 SF DN
 13R 140 SF 6R
DN
6R FOYER
 45 SF HALL
 32 SF


 PNT




 WOOD DECK




 LIVING/DINNING AREA
 496 SF DEN
 180 SF




 EXISTING 1ST FLOOR PLAN
 3/16" = 1'-0"




 8620 HAMLIN AVE.
 SKOKIE, IL 60076 A-2
 PDR
 23 SF BATH
 DN
 14R
 56 SF
 CL
 BEDROOM 3
 130 SF
 CL



 HALL
 52 SF

 ROOFTOP DECK
 LN


 PRIMARY BEDROOM
 250 SF

 BEDROOM 2
 190 SF

 CL CL




EXISTING 2ND FLOOR PLAN
3/16" = 1'-0"




 8620 HAMLIN AVE.
 SKOKIE, IL 60076 A-3
 32X90 CURB-LESS
 SHOWER

 PDR
 23 SF BATH
 DN
 14R
 56 SF
 CL BATH
 60 SF BEDROOM 3
 266 SF




 HALL
 53 SF



 LN


 PRIMARY BEDROOM
 250 SF

 BEDROOM 2
 184 SF

 CL CL




PROPOSED 2ND FLOOR PLAN
3/16" = 1'-0"




 8620 HAMLIN AVE.
 SKOKIE, IL 60076 A-4
 ADDITION AREA

 NEW ROOF
 EXISTING ROOF SHINGLES TO MATCH
 SHINGLES EXISTING

 12
 EXISTING ALUMINUM 4
 NEW ALUMINUM
 GUTTER GUTTER TO MATCH
 EXISTING




 NEW BEIGE SIDING
T/2ND FLR CLG
EL: +/-(19'-3")
 NEW WHITE TRIM
 WINDOWS TO MATCH
 EXISTING
 EX. WINDOWS TO
 REMAIN




 EX. BRICK TO
 REMAIN
T/2ND FLR
EL: +/-(12'-4")
T/1ST FLR CLG
EL: +/-11'-4")




T/1ST FLR
EL: +/-(4'-0")




T/GRADE
EL: +/-(0'-0")
 EX. STONE TO EX. BRICK TO EX. BRICK TO
 REMAIN REMAIN REMAIN




 EAST ELEVATION WEST ELEVATION
 3/16" = 1'-0" 3/16" = 1'-0"




 8620 HAMLIN AVE.
 SKOKIE, IL 60076 A-5
 ADDITION AREA

 NEW ROOF
 EXISTING ROOF SHINGLES TO MATCH
 SHINGLES EXISTING

 12
 EXISTING ALUMINUM 4
 NEW ALUMINUM
 GUTTER GUTTER TO MATCH
 EXISTING



 EX. BRICK TO
 REMAIN NEW BEIGE SIDING
T/2ND FLR CLG
EL: +/-(19'-3")




T/2ND FLR
EL: +/-(12'-4")




T/GRADE
EL: +/-(0'-0")
 EX. BRICK TO EX. WINDOWS TO EX. BRICK TO
 REMAIN REMAIN REMAIN




 NORTH ELEVATION
 3/16" = 1'-0"




 8620 HAMLIN AVE.
 SKOKIE, IL 60076 A-6
 ADDITION AREA

 NEW ROOF
 SHINGLES TO MATCH EXISTING ROOF
 EXISTING SHINGLES


 12
 4
 NEW ALUMINUM
 GUTTER TO MATCH
 EXISTING




 NEW BEIGE SIDING
T/2ND FLR CLG
EL: +/-(19'-3")




T/2ND FLR
EL: +/-(12'-4")




T/GRADE
EL: +/-(0'-0")
 EX. BRICK TO EX. BRICK TO EX. BRICK TO
 REMAIN REMAIN REMAIN




 SOUTH ELEVATION
 3/16" = 1'-0"




 8620 HAMLIN AVE.
 SKOKIE, IL 60076 A-7
WHITE TRIM WINDOW NEW BEIGE SIDING ASPHALT SHINGLES
TO MATCH EXISTING TO MATCH EXISTING




 8620 HAMLIN AVE.
 SKOKIE, IL 60076 A-8
 Return to Agenda
 Village of Skokie
 APPEARANCE COMMISSION APPLICATION
 Community Development Department - Building & Inspection Services Division
 5127 Oakton St. Skokie, IL 60077
 Phone 847/933-8223
 The Appearance Commission meets the 2nd Wednesday* of each month at 7:30 p.m.
 *Unless otherwise noted
 Applications will only be accepted in a PDF format.


APPLICATION DATE: 5/4/2026
 _____________________________________

APPLICATION TYPE (Please check all that apply):
 New Construction X 1st Floor Addition 2nd Floor Addition Façade Signage Other

LAND USE:
X Single Family Residential Multifamily Residential Mixed Use Commercial Industrial Other

 9505 Harding Ave., Evanston, IL 60203
SUBJECT ADDRESS: ___________________________________________________________________________

OWNER INFORMATION: Please print legibly.
NAME(S): Helayna Minsk and Jonathan Lewis
ADDRESS:9420 Springfield Ave. CITY, STATE ZIP:Evanston, IL 60203
PHONE#: 609-273-0502 EMAIL: hminsk26@gmail.com

AGENT/PETITIONER INFORMATION (if other than owner):
NAME(S): Beth DeBaker, DeBaker Design Group, Ltd.
remov
ADDRESS: 7927 Lincoln Ave. #201 CITY, STATE ZIP: Skokie, IL 60077
 ______________________________
 773-805-2384
PHONE #: ______________________________________ beth@debakerdesign.com
 EMAIL: _______________________________________
Please submit the following PDFs to appearance@skokie.org to complete your digital-only application:
 1. Elevations, floor plans, and site plans. Scale ¼” = 1’-0” is preferred, but not required. If the file size is greater
 than 5MB, multiple emails are allowed. Ensure “Appearance Commission PDF” and the project’s property
 address are in the subject line of the email. Color elevations or one color rendering is required.
 2. Completed Zoning Information Worksheet (residential projects only)
 3. Photographs (all sides of the subject building and the fronts of neighboring buildings)
 4. Excerpts of brochures and/or cut sheets of new materials and colors proposed for the project. Matching
 existing materials and colors can be confirmed with the submitted photographs.
 5. Plat of Survey
Does your project include a green roof? Yes No X
* If your project includes a green roof you will placed at or near the top of the agenda.


 Fee Schedule
 Residential Site (new) … $100 plus $50.00 per unit
 Non-Residential Site* (new) … $100 plus $50.00 per 1,000 square feet (based on square footage of building)
 * Any non-residentially zoned site (Business, Industrial, Mixed-Use districts)
 Any Other Appearance Review (Additions, Façade, Sign Package, etc.) … $50.00
 If you have already paid for a preliminary plan review there is no charge.
 For Office Use Only:
 Case Number ____________________________ Meeting Date ________________________________________________
 Acct # NR Amt $ _________________________ Cash / Credit Card/ Check # ____________________________________


VOSDOCS-#149808-v18-Appearance_Commission_Application_form Revised 12/12/25
 ZONING INFORMATION WORKSHEET
 Please provide the following information for all permits involving new single-family dwellings, single-family
 additions or accessory structures in the R1 or R2 Single-Family districts.
 FORM MUST BE COMPLETED IN FULL.


 9505 Harding Ave., Evanston R-1
ADDRESS __________________________________________ ZONING DISTRICT _________________

 102.47 130.77 13,394
LOT INFO _________________ x _________________ = _________________ (This # goes on lines 1, 2, and 3)
 (LOT WIDTH) (LOT DEPTH) (TOTAL LOT AREA)

 TOTAL DIFFERENCE BETWEEN
 LOT AREA ALLOWED PROPOSED ALLOWED & PROPOSED

 13,394 5,357.6 2,646 -2,711.6
BUILDING AREA ____________(1) x .40 = ____________ ____________(4) + / - ____________
 13,394 6,697 3,961 -2,736
IMPERMEABLE AREA ____________(2) x .50 = ____________ ____________(5) + / - ____________
 13,394 8,036.4 4,356 -3,680.4
FLOOR AREA ____________(3) x .60 = ____________ ____________(6) + / - ____________


 AREA EXISTING AREA NEW AREA PROPOSED
BASEMENT (50% above grade) 0
 _______________ + 0
 _______________ = _______________(A)

1ST FLOOR (Include attached garage
 1,979 667 2,646
carport, covered porch, etc)* _______________ + _______________ = _______________(B)

 1,630 80 1,710
2ND FLOOR * _______________ + _______________ = _______________(C)

ATTIC (6’-9” OR GREATER) 0 0 0
(2nd Floor top plate to top of roof) _______________ + _______________ = _______________(D)

ACCESSORY BUILDINGS
 0 0 0
(Detached garage, shed, etc.) _______________ + _______________ = _______________(E)
 570 0 570
DRIVEWAY/APRON _______________ + _______________ = _______________(F)
 1,047 (302) 745
SIDEWALK & PATIO _______________ + _______________ = _______________(G)

* Any ceiling height 16 feet in height or greater will count twice.

PROPOSED BUILDING AREA (Add lines B & E) =
 2,646
 _______________ (This # goes on line 4)

PROPOSED IMPERMEABLE AREA (Add lines B, E, F, & G) =
 3,961
 _______________ (This # goes on line 5)
 4,356
PROPOSED FLOOR AREA (Add lines A, B, C, D, & E) = _______________ (This # goes on line 6)

REAR YARD COVERAGE FOR ACCESSORY BUILDINGS:
102.45 42.70 4,375 1,312.50 0
_______________ x _______________ =_______________ x .30 = _______________ ________________________
 (rear yard width) (rear yard depth) (rear yard) (allowed) (proposed buildings in rear yard)
Rear yard is measured from the rear wall of the principal building to the rear lot line and from side lot line to side lot line.

The undersigned hereby acknowledges the accuracy of the above information and accepts full responsibility for any
discrepancies or inaccuracies.


 Beth DeBaker, AIA
______________________________________________ ___________________________
Signature Date

______________________________________________ ___________________________
Reviewed by Community Development Department Date
VOSDOCS-#350061-v1-Zoning_Information_Worksheet.DOC
 LEGEND
 A=ASSUMED NW=NORTHWEST
C=CALCULATED P.O.B.=POINTOFBEGINNING
CH=CHORD P.O.C.=POINTOFCOMMENCEMENT
CL=CENTERLINE R=RECORD
D=DEED RAD=RADIUS
E=EAST R.O.W.=RIGHTOFWAY
F.I.P.=FOUNDIRONPIPE S=SOUTH LEGAL DESCRIPTION
F.I.R.=FOUNDIRONROD S.I.P.=SETIRONPIPE PARCEL 1: LOTS 29, 30 AND 31 IN ORCHARD'S FIRST ADDITION BEING
FT.=FEET/FOOT S.I.R.=SETIRONROD
L=ARCLENGTH SE=SOUTHEAST A SUBDIVISION OF THE SOUTH 8.596 CHAINS OF THE NORTH 16.096
M=MEASURED SW=SOUTHWEST CHAINS OF THE WEST 9.93 CHAINS OF THE WEST 1/2 OF THE NORTH
N=NORTH W=WEST WEST 1/4 OF SECTION 14, TOWNSHIP 41 NORTH, RANGE 13 EAST OF
NE=NORTHEAST
 THE THIRD PRINCIPAL MERIDIAN, IN COOK COUNTY, ILLINOIS. ALSO
 = CHAIN LINK FENCE
 = WOOD FENCE 20' 10' 0 20'
 = METAL FENCE PARCEL 2: THE WEST 8 FEET OF VACATED ALLEY LYING EAST AND
 = VINYL FENCE BASIS OF BEARING:
 = EASEMENT LINE
 ADJOINING LOTS 29, 30 AND 31 IN ORCHARD'S FIRST ADDITION BEING EAST LINE OF HARDING AVENUE AS FOUND
 = SETBACK LINE A SUBDIVISION OF THE SOUTH 8.596 CHAINS OF THE NORTH 16.096 MONUMENTED AND OCCUPIED.
 = INTERIOR LOT LINE CHAINS OF THE WEST 9.93 CHAINS OF THE WEST 1/2 OF THE NORTH
 N 00°00'00" E (A)
 WEST 1/4 OF SECTION 14, TOWNSHIP 41 NORTH, RANGE 13 EAST OF
 THE THIRD PRINCIPAL MERIDIAN, IN COOK COUNTY, ILLINOIS.
 AREA OF SURVEY:

 "CONTAINING 13402 SQ. FT. OR 0.31 ACRES MORE OR LESS"




   
    
 
  CONCRETE
 2.3' N CENTER OF CENTER OF CHAIN LINK
 CENTER OF CENTER OF CHAIN LINK FENCE 0.4' W & 0.5' N
 CONCRETE
 & ASPHALT CHAIN LINK CHAIN LINK FENCE 0.5' S FOUND 1/2" I.P.
 FOUND 1/2" I.R. N 88°12'46" E (M) ASPHALT FENCE 0.1' S FENCE 0.2' S & 0.2' W 0.10' W & 0.08' S
 2.1' N 1.9' N
 0.03' E & 0.01' N 130.87' (R/ M)
 CENTER OF CHAIN LINK
 8.18'
 STONE
 CONCRETE 8.13' WALL FENCE 0.3' E & 0.4' S




 
 CONCRETE
 & ASPHALT
 15.3' W
 36.37' 24.1' CONCRETE
     
 PATIO
  
  
 CONCRETE
 14.7'

 30.00' (R)




 
 19.9'
 ASPHALT
 16 FT VACATED
 DRIVEWAY ALLEY
 6.1' CONCRETE
 STOOP


 TE WALK
 0.7' THE EAST LINE
 OF THE WEST 1/2

 ALLEY
 14.1'
 OF THE VACATED ALLEY
 31.2'




 102.48' (R/M)
 

 S 00°00'30" W (M)
 CONCRE
 
 CONCRETE
    
 30.00' (R)


 CONCRETE CURB
 1.0'
 

 102.45' (R/M)
 
 2 STORY


 (66' R.O.W.)
 
 VACATED
 N 00°00'00" E (A)
 STONE
 13.5' BUILDING
 STONE
 1.0' 6.9'
 36.22'
  
 
 15.7'  CENTER OF CHAIN LINK
 14.1'  FENCE 0.3' E
 BRICK WALL 0.3' E
 1.8' 1.8' 21.4' BRICK WALL
 9.3'
 37.53' 7.1'

 BUILDING TYPICAL




 15' BUILDING LINE
 CENTER OF CHAIN LINK
 CORNER DIRT
   FENCE 0.4' W


 42.45' (R)
 32.71' N TYPICAL CONCRETE
  CENTER OF CHAIN LINK
 
 WALL (GROUND LEVEL)
 32.58'
 FENCE 0.3' E
 CENTER OF CHAIN LINK
 FENCE 3.4' W
  
 (D)
 8.00'  
 122.85' (R)
 CENTER OF CHAIN LINK
 CENTER OF METAL 130.85' (R/M) CENTER OF
 FENCE 1.9' W & 5.5' N
 CENTER OF CHAIN LINK
 FENCE 0.6' S CENTER OF S 88°13'26" W (M) CHAIN LINK
 FENCE 5.7' N & 14.3' W
 FOUND 1/2" I.P. CHAIN LINK FENCE 0.9' S
 FENCE 1.0' S CONCRETE 16.4' S
 0.02' E & 0.01' N

 CONCRETE CURB




 
 (66' R.O.W.)




 STATE OF ILLINOIS
 }SS NOTE:
 COUNTY OF DUPAGE
 1. ALL TIES SHOWN ON THIS SURVEY ARE MEASURED TO THE
 I, THE UNDERSIGNED, AN ILLINOIS PROFESSIONAL LAND
 BUILDING'S SIDING (BRICK, FRAME, STUCCO, METAL, ETC.)
 SURVEYOR, DO HEREBY CERTIFY THAT "THIS PROFESSIONAL
 SERVICE CONFORMS TO THE CURRENT ILLINOIS MINIMUM
 AND NOT TO THE FOUNDATION, UNLESS NOTED OTHERWISE.
 STANDARDS FOR A BOUNDARY SURVEY," AND THAT THE
 A S J. C 2. ROOF LINES AND OVERHANGS ARE TYPICALLY NOT SHOWN HEREON.
 3. COMPARE ALL DISTANCES AND POINTS IN FIELD AND REPORT
 PLAT HEREON DRAWN IS A CORRECT REPRESENTATION
 M 2205 ANY DISCREPANCIES TO SURVEYOR AT ONCE.
 OF SAID SURVEY.
 T HO AL
 ES
 INFR
 A STRUCTU
 RE
 ! PROFESSIONAL 4. NO DIMENSIONS SHALL BE ASSUMED BY SCALING.
 TER BETTER E
 NVIRO NMENTS L I FE DATED, THIS 8TH DAY OF JULY , A.D., 2025,
 BET BET TE R LAND
 AT LISLE, ILLINOIS.
 ADDRESS COMMONLY KNOWN AS 9505 HARDING AVENUE
 SURVEYOR
 Morris Engineering, Inc. STATE OF EVANSTON, ILLINOIS
 515 Warrenville Road, Lisle, IL 60532 ILLINOIS
 ______________________________________________ CLIENT DROST, KIVLAHAN, MCMAHON, & O'CONNOR LLC.
 Phone: (630) 271-0770 IS S I
 IN0
 L
 FAX: (630) 271-0774 ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 035-2205 LE , IL L FIELDWORK DATE (CREW) 07/07/2025 (MD/JN)
 LICENSE EXPIRATION DATE NOVEMBER 30, 2026
 WEBSITE: WWW.ECIVIL.COM ILLINOIS BUSINESS REGISTRATION NO. 184-001245 DRAWN BY: VG  REVISED: - JOB NO. 25-06-0178
 540 Series Trim - Brushed Smooth
 ®



 1" Nominal Thickness
 Primed: 2" | 3" | 4" | 6" | 8" | 10" | 12"



TRIM
 Brushed Smooth

Products:
LP® SmartSide® 540 Series Trim
LP® SmartSide® ExpertFinish® 540 Series Trim
DESIGNED & RATED FOR EXTERIOR USE


Substrate:
• Features engineered wood strand technology
  with precisely-sized, shaped, and layered Application
  wood strands from Aspen logs Instructions:
• Made using LP’s proprietary SmartGuard® LPCorp.com/Literature

  process, which includes industrial-grade
  resins, water-resistant waxes, zinc borate,
  and a resin-saturated overlay


Sustainability Info:
• ASTM-Verified Carbon Negative
• Made with wood, a renewable resource,   
  vetted through strict Sustainable Forestry   
    
  Initiative® (SFI®) standards 




 540 SERIES BRUSHED SMOOTH TRIM


Primed Specifications 0.970 in
 (24.6 mm)
 Brushed
 Smooth
 Primed
and PIDs: 1.50 in., 2.50 in., 3.50 in., 5.50 in., 7.21 in., 9.21 in. or 11.21 in.
 (38 mm, 64 mm, 89 mm, 140 mm, 183 mm, 234 mm or 285 mm)



 PRODUCT LENGTH ACTUAL WIDTH THICKNESS WEIGHT PID

 540 Series Brushed Smooth Trim 16 ft. (192 in.) (4.9 m) 1.50 in. (38 mm) 0.970 in. (24.6 mm) 3 PSF 46011
 16 ft. (192 in.) (4.9 m) 2.50 in. (64 mm) 0.970 in. (24.6 mm) 3 PSF 46010
 16 ft. (192 in.) (4.9 m) 3.50 in. (89 mm) 0.970 in. (24.6 mm) 3 PSF 45992
 16 ft. (192 in.) (4.9 m) 5.50 in. (140 mm) 0.970 in. (24.6 mm) 3 PSF 4599(
 16 ft. (192 in.) (4.9 m) 7.21 in. (183 mm) 0.970 in. (24.6 mm) 3 PSF 45995
 16 ft. (192 in.) (4.9 m) 9.21 in. (234 mm) 0.970 in. (24.6 mm) 3 PSF 4599)
 16 ft. (192 in.) (4.9 m) 11.21 in. (285 mm) 0.970 in. (24.6 mm) 3 PSF 45998



See LPCorp.com for product, warranty, and installation details. Metric units are rounded. PSF = Pounds Per Square Foot p. 1
 540 Series Trim - Brushed Smooth

 1" Nominal Thickness
 Prefinished: Varies by color


ExpertFinish® Color Specifications and PIDs:
 COLOR LENGTH THICKNESS WEIGHT Brushed ExpertFinish®
 Smooth Colors
 All colors 16 ft. (192 in.) (4.9 m) 0.970 in. (24.6 mm) 3 PSF


 COLOR ACTUAL WIDTH PID COLOR ACTUAL WIDTH PID
 3.50 in. (89 mm) 45699 3.50 in. (89 mm) 4569)
 Snowscape White Redwood Red
 5.50 in. (140 mm) 45)15 5.50 in. (140 mm) 45)1(
 7.21 in. (183 mm) 45)(1 7.21 in. (183 mm) 45)29
 9.21 in. (234 mm) 45)4) 9.21 in. (234 mm) 45)45
 11.21 in. (285 mm) 45)6( 11.21 in. (285 mm) 45)61
 3.50 in. (89 mm) 45698 3.50 in. (89 mm) 45)0(
 Sand Dunes Tundra Gray
 5.50 in. (140 mm) 45)14 5.50 in. (140 mm) 45)19
 7.21 in. (183 mm) 45)(0 7.21 in. (183 mm) 45)(5
 9.21 in. (234 mm) 45)46 9.21 in. (234 mm) 45)51
 11.21 in. (285 mm) 45)62 11.21 in. (285 mm) 45)6)
 3.50 in. (89 mm) 45690 3.50 in. (89 mm) 45)00
 Desert Stone Summit Blue
 5.50 in. (140 mm) 45)06 5.50 in. (140 mm) 45)16
 7.21 in. (183 mm) 45)22 7.21 in. (183 mm) 45)(2
 9.21 in. (234 mm) 45)(8 9.21 in. (234 mm) 45)48
 11.21 in. (285 mm) 45)54 11.21 in. (285 mm) 45)64
 3.50 in. (89 mm) 45695 3.50 in. (89 mm) 45696
 Quarry Gray Rapids Blue
 5.50 in. (140 mm) 45)11 5.50 in. (140 mm) 45)12
 7.21 in. (183 mm) 45)2) 7.21 in. (183 mm) 45)28
 9.21 in. (234 mm) 45)4( 9.21 in. (234 mm) 45)44
 11.21 in. (285 mm) 45)59 11.21 in. (285 mm) 45)60
 3.50 in. (89 mm) 45694 3.50 in. (89 mm) 45689
 Prairie Clay Cavern Steel
 5.50 in. (140 mm) 45)10 5.50 in. (140 mm) 45)05
 7.21 in. (183 mm) 45)26 7.21 in. (183 mm) 45)21
 9.21 in. (234 mm) 45)42 9.21 in. (234 mm) 45)()
 11.21 in. (285 mm) 45)58 11.21 in. (285 mm) 45)5(
 3.50 in. (89 mm) 45)01 3.50 in. (89 mm) 4569(
 Terra Brown Midnight Shadow
 5.50 in. (140 mm) 45)1) 5.50 in. (140 mm) 45)09
 7.21 in. (183 mm) 45)(( 7.21 in. (183 mm) 45)25
 9.21 in. (234 mm) 45)49 9.21 in. (234 mm) 45)41
 11.21 in. (285 mm) 45)65 11.21 in. (285 mm) 45)5)
 3.50 in. (89 mm) 45692 3.50 in. (89 mm) 45688
 Harvest Honey Abyss Black
 5.50 in. (140 mm) 45)08 5.50 in. (140 mm) 45)04
 7.21 in. (183 mm) 45)24 7.21 in. (183 mm) 45)20
 9.21 in. (234 mm) 45)40 9.21 in. (234 mm) 45)(6
 11.21 in. (285 mm) 45)56 11.21 in. (285 mm) 45)52
 3.50 in. (89 mm) 45)02 3.50 in. (89 mm) 46)91
 Timberland Suede Washed White
 5.50 in. (140 mm) 45)18 5.50 in. (140 mm) 46815




 NEW NATURALS COLLECTION™ TRIM
 7.21 in. (183 mm) 45)(4 3.50 in. (89 mm) 46)89
 Smoky Slate
 9.21 in. (234 mm) 45)50 5.50 in. (140 mm) 4681(
 11.21 in. (285 mm) 45)66 3.50 in. (89 mm) 46)8)
 Bonsai Black
 3.50 in. (89 mm) 45691 5.50 in. (140 mm) 46811
 Garden Sage
 5.50 in. (140 mm) 45)0) 3.50 in. (89 mm) 46)85
 Weathered Walnut
 7.21 in. (183 mm) 45)2( 5.50 in. (140 mm) 46809
 9.21 in. (234 mm) 45)(9 3.50 in. (89 mm) 46)8(
 Aged Amber
 11.21 in. (285 mm) 45)55 5.50 in. (140 mm) 4680)
 3.50 in. (89 mm) 46)81
 Saffron Cedar
 5.50 in. (140 mm) 46805
See LPCorp.com for product, warranty, and installation details. Metric units are rounded. PSF = Pounds Per Square Foot
Contact your LP Sales Rep for product availability.
All colors shown are representative and may not be an exact match. p. 2

For more information, contact your LP Sales Rep or visit LPCorp.com
© 2025 Louisiana-Pacific Corporation. Sustainable Forestry Initiative, SFI, and associated logo are registered trademarks of the Sustainable Forestry Initiative, Inc. 9/25
Existing Front Elevation - 9505 Harding Ave.
Existing Left Elevation - 9505 Harding Ave.
Existing Right Elevation - 9505 Harding Ave.
Existing Rear Elevation - 9505 Harding Ave.
Existing Rear Elevation - 9505 Harding Ave.
9515 and 9521 Harding Ave. (to the north)
9510 and 9516 Harding Ave. (across the street/to the west)
9500 Springfield Ave. (behind/to the east)
 PROPOSED ADDITION & RENOVATION

 DEBAKERDESIGN.COM © 2026 ALL RIGHTS RESERVED
 9505 HARDING AVE., EVANSTON, IL 60203
 INSULATION MINIMUM R-VALUES AND FENESTRATION REQUIREMENTS BY COMPONENT
 SHEET INDEX
 CODE: 2024 INTERNATIONAL ENERGY CONSERVATION CODE, TABLE R402.1.3


 ZONE: 5 ID NAME
 A-001 COVER SHEET
 METHOD: ENERGY EFFICIENCY COMPLIANCE DEMONSTRATED THROUGH PRESCRIPTIVE METHOD (SECTION R402)
 A-002 GENERAL NOTES
 FENESTRATION SKYLIGHT CEILING WOOD FRAME BASEMENT WALL A-003 SITE PLANS
 COMPONENT FLOOR R-VALUE
 U-FACTOR U-FACTOR R-VALUE WALL R-VALUE R-VALUE A-101 EXISTING FLOOR PLANS
 30 or 20 + 5ci or
 30 or 19 + 7ci or
 15ci or A-102 PROPOSED FOUNDATION PLAN
 REQUIRED 0.28 0.50 49 13 + 10ci or 19 or
 0 + 20ci A-103 PROPOSED FIRST FLOOR PLAN
 0 + 20ci 13 + 5ci

 Not applicable to this
 A-104 PROPOSED SECOND FLOOR PLAN
 PROPOSED 0.28 MAX. 49 30 Cavity Insulation 30 (above garage) 19 Cavity Insulation
 project scope A-105 PROPOSED ROOF PLAN
 A-201 EXISTING ELEVATIONS
 A-202 PROPOSED FRONT & REAR ELEVATIONS
 A-203 PROPOSED RIGHT & LEFT ELEVATIONS
 A-301 HOUSE AND WALL SECTIONS
 E-101 BASEMENT ELECTRICAL PLAN
 E-102 FIRST AND SECOND FLOOR ELECTRICAL PLANS




 LEWIS RESIDENCE
 SITE MAP
1 NOT TO SCALE




 PROPOSED RENOVATION AND ADDITION
 APPLICABLE BUILDING CODES FOR THE VILLAGE OF SKOKIE




 9505 HARDING AVE.
 2021 International Building Code (IBC)
 2021 International Residential Code for One and Two Family Dwellings (IRC)
 2021 International Property Maintenance Code (IPMC)
 2021 International Mechanical Code (IMC)
 2021 International Fuel Gas Code (IFGC)
 2020 National Electric Code (NEC)




 EVANSTON, IL 60203
 2021 International Fire Code (IFC)
 2021 Life Safety Code
 2024 International Energy Conservation Code (IECC)
 2014 State of Illinois Plumbing Code
 2018 Illinois Accessibility Code


 CONTACT INFORMATION
 ARCHITECT: BETH DEBAKER, AIA • DEBAKER DESIGN GROUP, LTD.
 7927 LINCOLN AVE. #201, SKOKIE, IL 60077
 REAR PERSPECTIVE 01 BETH@DEBAKERDESIGN.COM 773-805-2384

 GENERAL CONTRACTOR: TBD



 DATE NOTES
 02/13/2026 Design Development

 04/03/2026 Client Check Set

 05/01/2026 Permit Set



 CERTIFICATION STATEMENT
 I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED BY MYSELF AND
 UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY KNOWLEDGE
 COMPLY WITH THE VILLAGE OF SKOKIE BUILDING CODE.




 05/01/2026
 COVER SHEET

 LICENSED ARCHITECT
 ELIZABETH DEBAKER
 ILLINOIS LICENSE #001.021168 - EXPIRES 11/30/2026

 PROFESSIONAL DESIGN FIRM A-001
 DEBAKER DESIGN GROUP, LTD.
 FRONT PERSPECTIVE 01 ILLINOIS LICENSE #184.006003 - EXPIRES 04/30/2027 SHEET 1 of 14
 DEBAKERDESIGN.COM © 2026 ALL RIGHTS RESERVED
 #9500 SPRINGFIELD #9500 SPRINGFIELD




 EXISTING ELECTRICAL POLE EXISTING ELECTRICAL POLE
 EXISTING ELECTRICAL POLE EXISTING ELECTRICAL POLE

 102.47 102.47

 EXISTING FENCE TO REMAIN EXISTING FENCE TO REMAIN




 EXIST. EXIST.
 TRANSFORMER TRANSFORMER




 DEMO WOOD POST


 43.33' 42.72'
 PROPOSED PROPOSED
 55.46' 55.46'
 EXIST. EXIST.
 26.154' MIN. REAR YARD SETBACK 26.154' MIN. REAR YARD SETBACK




 LEWIS RESIDENCE
 25.08'




 PROPOSED RENOVATION AND ADDITION
 DEMO STONE
 5.00'
 SEAT WALL
 DEMO CONCRETE PAD
 9.1'

 2.00'




 9505 HARDING AVE.
 PROPOSED

 9.0' MIN. SIDE 9.0' MIN. SIDE
 TERRACE
 PROPOSED 14.00'




 17.0' MIN. STREET SIDE YARD SETBACK 17.0' MIN. STREET SIDE YARD SETBACK
 1-STORY DEMO CONCRETE
 REMOVE MULTI-TRUNK TREE
 TERRACE
 ADDITION

 YARD SETBACK YARD SETBACK
#9515 HARDING #9515 HARDING DEMO EXIST. GAS LINE TO BBQ

 RELOCATE EXIST. A/C

 PROPOSED REMOVE EXIST.
 CONCRETE WINDOW WELL
 WALK




 FOSTER STREET FOSTER STREET
 6.50'




 EVANSTON, IL 60203
 NEW 27.00'
 5.00'



 130.77 130.77 130.77 130.77
 A/C

 RELOCATE
 8.20' A/C 8.20'
 EXIST. EXIST.

 NEIGHBOR'S NEIGHBOR'S
 DRIVEWAY DRIVEWAY EXIST. WINDOW
 WELL TO REMAIN
 (TYP.)
 EXISTING 2-STORY SINGLE FAMILY RESIDENCE EXISTING 2-STORY SINGLE FAMILY RESIDENCE



 30.95' 30.95'
 EXIST. EXIST.



 EXISTING FENCE EXISTING FENCE
 TO REMAIN TO REMAIN


 8.14' 8.14'
 EXIST. EXIST.
 8.33'
 REMOVE EXIST.
 4.73' 5.00'
 EXISTING CONC. EXISTING CONC.
 WINDOW WELL
 APRON TO REMAIN APRON TO REMAIN

 PROPOSED LARGER REMOVE PAVERS
 13.50' FROM EXIST. STOOP
 3.50' ENTRY PORCH DEMO CONC. WALK
 EXISTING PAVER EXISTING PAVER

 22.00'
 WALK TO REMAIN AS SHOWN WALK TO REMAIN


 APPROXIMATE 25.0' FRONT YARD SETB APPROXIMATE 25.0' FRONT YARD SETB DATE NOTES
 14.42'
 PROPOSED CONCRETE ACK ACK
 WALK (VERIFY WITH AVERAGE CALC.) (VERIFY WITH AVERAGE CALC.)
 02/13/2026 Design Development
 35.78' 35.78'
 EXIST. EXIST. 04/03/2026 Client Check Set

 31.05'
 EXISTING ASPHALT EXISTING ASPHALT 05/01/2026 Permit Set
 2.87' DRIVE TO REMAIN DRIVE TO REMAIN
 PROPOSED




 102.47 102.47
 EXISTING SUMP EXISTING SUMP
 LIFT TO REMAIN LIFT TO REMAIN

 EXISTING B-BOX EXISTING B-BOX
 TO REMAIN TO REMAIN




 N NOTE: NEW DOWNSPOUTS TO TIE-IN
 N
 HARDING AVE. WITH EXISTING AT GRADE POP-UP HARDING AVE.
 DISCHARGE LOCATIONS

 SITE PLANS




 PROPOSED SITE PLAN EXISTING/DEMO SITE PLAN
 2 SCALE: 1" = 10' 1 SCALE: 1" = 10'

 A-003
 SHEET 3 of 14
 DEBAKERDESIGN.COM © 2026 ALL RIGHTS RESERVED
 TruStile (TS) Series



 TS4000 LINTEL SCHEDULE STRUCTURAL NOTES
 Sticking: Bevel (BV) TAG DESCRIPTION FLOOR DESIGN LOADS:
 Panel: Raised (A) LIVE LOAD = 40 PSF
 STEEL ANGLE < 4'-0" DEAD LOAD = 20 PSF
 Panel Replacement: None L1
 3-1/2" X 3-1/2" X 5/16"
 Material: MDF
 ROOF DESIGN LOADS:
 Finish: Bright White STEEL ANGLE (4' - 6') LIVE LOAD = 30 PSF
 L2
 Displayed Size: 32” x 84” x 1¾” 5" X 3-1/2" X 3/8" DEAD LOAD = 20 PSF
 STEEL ANGLE (6' - 8')
 A-301 L3 TYPICAL HEADERS:
 6" X 4" X 3/8" (2) 2X12 W/ (3) 2X4 POST EACH END
 4
 (2 CRIPPLE 1 KING)
 L4 STEEL ANGLE > 8'
 Your design code is: (3)2X12 AT EXTERIOR WALLS
 CUSTOM BY SIZE, SEE PLAN
 Jo6rRLfO_ BEARING WALL ABOVE/BELOW:
 (Click to see your design in the Door Visualizer)

 3 1 PROVIDE SOLID BLOCKING BETWEEN
 A-301 A-301 MILLWORK NOTES JOISTS UNDER ALL BEARING WALLS
 Need assistance?




 NEW FROST-PROOF HOSE BIBB
 Contact us and reference your design code:
 EXISTING WINDOWS HAVE DRYWALL CARPENTER TO CONFIRM TYP. HEADER AT
 (877) 283-4511 45'-0"
 RETURNS, STOOL AND APRON TO BE EXISTING WINDOWS AND PROVIDE NEW
 20'-0"
 visualizer@trustile.com www.trustile.com REMOVED. ALL WINDOWS ON THE FIRST AS NEEDED. (TYPICAL THROUGHOUT THE
 1'-0" 4'-6" 11'-0" 4'-6" 25'-0" AND SECOND FLOOR TO HAVE NEW HOUSE). ALL COLUMNS TO POST DOWN
 1'-0"
 5'-0" 1'-8" PICTURE-FRAMED CASING, PROFILE TO TO FOUNDATION.
Every TruStile door is made to order. The TruStile Door Visualizer is designed to showcase a single door style as a static size in
all material options and profiles. When choosing a wood door, please keep in mind it is a natural product and grain pattern will K J MATCH EXISTING DOOR CASING.
vary from results shown here. Individual computer and monitor settings may prevent exact product color duplication. Some
 F.P.
 METAL POST BASES ARE REQUIRED FOR
limitations may apply based on size and application. To configure pairs, entry systems, or single doors of different sizes, please
 (3)2x6 WD. COL.
 2'-4"
 5'-0"
 2'-4"
 5'-0"
 H.B. (3)2x6 WD. COL. NEW 4-PANEL INTERIOR DOORS WOOD COLUMNS THAT COME IN
visit our Project Configurator. Not all door styles and options are available in Entry Systems. Please see your TruStile dealer
for samples and confirm product availability before selecting your final design. THROUGHOUT THE HOUSE, SEE 2/A-103. CONTACT W/ CONCRETE. PROVIDE MIN.
 1'-0" DN (3) 6" 2-1/2" CLEARANCE TO CONCRETE


 TYP. HEADER
 TYP. HEADER 51/2" TYP. HEADER 51/2" STEPS TO NEW POPLAR (FOR PAINT) 7-1/4" CROWN
 BATH #4 GRADE AT FOYER AND UPPER STAIR HALL.
 2'-6"
 4'-0" PROVIDE 2X6 @ 16" KNEE WALL AT ALL
 TYPICAL INTERIOR DOOR
 - 8'-6" CEILING.
 6'-8" LOWERED FOUNDATION WALL
 - TILE FLOOR.

2
 NEW NEW - TILE SHOWER FLOOR, AT DINING ROOM: REPAIR AND EXTEND LOCATIONS.
 TILE WOOD WALLS AND CLG.. SHOWER 6'-0" EXISTING PLASTER CROWN DETAILS.
 FLOOR TO BE FLUSH ENTRY. 4
 - MILLMADE CABIENTS WITH
 7'-0" PROVIDE ALTERNATE TO REMOVE PLASTER PROVIDE JOIST HANGERS AT ALL FLUSH
 STONE SLAB COUNTER. CORWN AND PROVIDE NEW 7-1/4" FRAMED CONDITIONS. (I.E. JOIST TO JOIST
 - SLIDING SHOWER DOOR. POPLAR (FOR PAINT) WOOD CROWN.
 NO STEP HEADERS AND JOIST TO BEAMS, ETC.)




 LEWIS RESIDENCE
 6'-3"
 14'-0" PROVIDE ALLOWANCE OF $160/SET FOR
 7'-0"
 10'-83/4" BEDROOM #5 TERRACE BLOCK ALL COLUMNS TO STRUCTURAL
 PAVER SET ON CONCRETE SLAB. VERIFY INTERIOR DOOR HARDWARE WITH MEMBERS AND/OR SILL PLATES. BLOCKING
 - 8'-6" DRYWALL CEILING
 HEIGHT OF FLATWORK IN THE FIELD PRIVACY HARDWARE ON ALL BATHROOMS
 16'-71/2"
 - OAK HARDWOOD FLOOR TO BE MINIMUM OF SIZE OF COLUMN
 10'-0"
 BASED ON FINAL FINISH SELECTION.
 - NEW CASE, BASE, SHOE, & CROWN. 3 AND BEDROOMS. ABOVE.




 PROPOSED RENOVATION AND ADDITION
 (3)2x6 WD. COL. (2)1.75 x 9.25" LVL A-203
 9" 6'-41/4" 31/2" 12'-2" 51/2" (3)2x6 WD. COL.
 COL. ABOVE 9'-10" 11'-1" 3'-11" 2" H




 NEW HDWD.FLR.
 NEW GAS LINE FOR
 5
 WIC #4 31/2" GRILL, VI.F. WITH PLUMBING NOTES
 25'-01/4"
 I
 HOMEOWNER 6'-0"
 - 8'-6" DW CEILING 5'-2"
 6'-0" 6'-0"
 27'-0"
 - HARDWOOD FLOOR




 9505 HARDING AVE.
 PROVIDE ACCESS TO CLEANOUTS AT ALL
 5'-71/4"
 - SHELVES BY CLOSET
 3'-3" TYP. HEADER 7'-0" GAS
 CONTRACTOR SHOWER/BATH DRAINS. VERIFY
 NEW 2x10 CEILING JOISTS @ 16" O.C. 11" F.P.
 H.B.
 LOCATIONS WITH HOMEOWNER.
 2'-6" TYP. HEADER
 NO STEP NEW FROST-PROOF HOSE BIBB
 30" X 30" 6'-8" (3)2x6 WD. COL. D.W. D.W. REF./FRZ.
 ATTIC ACCESS UP & DN. 31/2"
 NEW 2x6 CEILING
 2'-8"
 6'-8" DEN
 KITCHEN/BREAKFAST SCOPE OF WORK
 GENERAL NOTES
 51/2" NEW - EXISTING 8'-6" CEILING

 JOISTS @ 16" O.C.
 SCOPE OF WORK
 51/2" 9'-11" 51/2" 3'-11" TILE 4'-91/2" STACKABLE 51/2" - EXISTING HARDWOOD FLOOR TO BE REFINISHED
 - NEW 8'-6" DW CLG.
 W/D - NEW WINDOWS ALL NEW DRYWALL SHALL BE 5/8".
 GARAGE STORAGE 8'-81/2"
 - NEW TILE FLOOR
 - MILLMADE CABINETS WITH STONE SLAB
 - NEW FRENCH DOORS AT ENTRY FROM LIVING ROOM.
 - 9'-6" (+/-) TYPE 'X' CEILING - NEW CASE, BASE, SHOE, & CROWN. WHERE ALIGNING WITH EXISTING




 EVANSTON, IL 60203
 COUNTERS AND FULL HEIGHT BACKSPLASH.
 - CONCRETE FLOOR, PITCH TO - NEW CASE, BASE, SHOE, & CROWN.
 - NEW MILLMADE BUILT-INS AT PERIMETER 6'-0"
 G DRYWALL OR PLASTER, ADJUST FINISH FOR
 W12x30
 12'-91/2"
 O.H. DOOR (TIE IN HEIGHTS 5'-2"
 WITH EXISTING SLAB) MUD ROOM SEAMLESS TRANSITION. * REVIEW OPTIONS
 FOR TRUE PLASTER PATCHING WITH



 NEW HDWD. FLR.
 10'-11/2"
 8'-6" DW CEILING 3-1/2" STL. COL.
 TILE FLOOR 3-1/2" STL. COL. [ASSUMED] 2x10 FLOOR HOMEOWNER




 NEW CONCRETE FLOOR
 MILLMADE CABINETS
 JOISTS @ 16" O.C. A/C
 A-301 A-301 PROVIDE SAFETY GLAZING AS REQ. PER
 2 DN 2R NEW B-LABEL
 Condensor 2 CODE, INCLUDING WITHIN 24" OF AN
 2'-8" DOOR WITH
 6'-8"
 2 2'-8" 3 THRESHOLD, EXTERIOR DOOR & AT ALL TUB/SHOWER
 CARP. BUILT STEP 6'-8" 2'-8"
 NEW INSULATED STEEL
 2'-0"
 W.S. AND
 6'-8" 2'-8"
 LOCATIONS
 DOOR WITH THRESHOLD, NEW LINTEL < 8'-0" CLOSER NEW
 W.S. AND CLOSER 81/2" 6'-8"
 SEE LINTEL SCHEDULE TILE
 51/2" 5'-41/4" 31/2" 8'-2" 31/2"
 A/C ALL CLOSET SHELVING PROVIDED AND
 REFINISH HARDWOOD FLR.
 NEW INSTALLED BY CLOSET CONTRACTOR.
 MICRO. TILE
 (2)1-3/4" x PROVIDE TURNBOARD
 (3)2x4 WD. COL. 31/2" Condensor




 EXISTING CONCRETE FLOOR
 2'-6"
 2'-23/4"
 11.25" LVL EXISTING DN 6'-8"
 PKT. D.O. 3'-6" AT CASED OPENINGS ALL BEDROOM EGRESS WINDOWS SHALL
 (3) 2x4 WD. TO REMAIN NEW 6'-8"
 TILE HAVE A MINIMUM CLEAR OPENING OF 5.7




 NEW HARDWOOD FLR.
 SINK
 3'-71/4"
 COL. EA. SIDE C.O.
 31/2"
 2'-8" SQ.FT. WITH A MINIMUM 24" CLEAR
 6'-8" 3'-1"
 1'-8" C.O. F OPENING HEIGHT AND MIN. 20" CLEAR
 5'-2"
 NEW STAIR RAILING OPENING WIDTH.
 31/2" NEW
 NEW BUIT-IN AT EXISTING ENTRY
 2'-6"
 6'-8" PANTRY
 6'-01/2"
 C.O.
 SCOPE OF WORK HDWD. AT AREAS OF EXISTING HARDWOOD,
 NEW 2x10 CEILING JOISTS @ 16" O.C. - NEW 8'-6" DW CLG. REMOVE SHOE AND REFINISH. PROVIDE
 AT AREA OF STAIR BEING REMOVED
 B.P. - NEW HDWD. FLOOR EXISTING DN
 NEW SHOE. AT NEW HARDWOOD, MATCH
 SCOPE OF WORK - SHELVES BY CLOSET TO REMAIN
 - NEW 8'-6" DW CLG. CONTRACTOR EXISTING AS CLOSELY AS POSSIBLE AND




 REFINISH HARDWOOD FLR.
 - NEW HDWD. FLOOR TOOTH-IN AT TRANSITIONS.
 - MILLMADE CABINETS
 WITH STONE SLAB
 PROVIDE TURNBOARDS AT THRESHOLDS.
 2-CAR GARAGE COUNTERS AND FULL
 HEIGHT BACKSPLASH
 FOYER LIVING ROOM AT ALL NEW AND REMODELED ROOMS:
 DATE NOTES
 SCOPE OF WORK - NEW CASE, BASE, SHOE, & SCOPE OF WORK SCOPE OF WORK
 - NEW OVERHEAD DOOR. - EXISTING 8'-6" CEILING - EXISTING 8'-6" CEILING
 PAINT WALLS, CEILING AND TRIM.
 CROWN. 02/13/2026 Design Development
 - NEW R-30 INSULATION IN FLOOR ABOVE. - NEW HDWD. FLOOR - EXISTING HARDWOOD FLOOR TO BE REFINISHED
 - NEW 5/8" TYPE "X" DRYWALL CEILING. DINING ROOM - NEW CASE, BASE, SHOE, & - NEW CASED OPENING TO KITCHEN/BREAKFAST
 04/03/2026 Client Check Set
 3'-1" - NEW BASE & CASE. CROWN. - NEW WINDOWS
 L
 4'-2" - PAINT ENTIRE ROOM: WALLS, TRIM &
 SCOPE OF WORK
 - NEW STAIR RAILING. - NEW CASE, BASE, SHOE, & CROWN.
 GAS INSULATION NOTES
 CEILING.
 - EXISTING 8'-6" CEILING 05/01/2026 Permit Set
 - NEW GAS LINE & LOG SET TO EXIST. F.P.
 19'-13/4"
 - EXISTING HDWD. FLOOR TO BE REFINISHED.
 - PROVIDE OPTION FOR EPOXY FLOOR FINISH. TOOTH-IN AREA OF NEW HDWD. FLOOR EXISTING UP PROVIDE MIN. R-49 INSULATION AT
 - NEW POCKET DOOR TO B.P. TO REMAIN
 SECOND FLOOR CLG. AND MIN. R-30 AT
 - NEW WINDOWS
 - NEW CASE, BASE, SHOE, & CROWN. ALL NEW EXTERIOR WALLS .
 SEE SHEET A-001 FOR INSULATION AND
 [ASSUMED] 2x12 FLOOR JOISTS @ 16" O.C. [ASSUMED] 2x10 FLOOR JOISTS @ 16" O.C. [ASSUMED] 2x10 FLOOR JOISTS @ 16" O.C. [ASSUMED] 2x10 FLOOR JOISTS @ 16" O.C. EXISTING WINDOW ENERGY CODE REQUIREMENTS.
 WELL BELOW (TYPICAL)
 EXISTING HARDWOOD NEW HARDWOOD EXISTING HARDWOOD SEE SHEET A-301 FOR WALL SECTIONS

 PROVIDE SOUND DAMPENING BATT
 3'-1"
 P.R. 5'-2"
 E INSULATION AT ALL BATHROOM WALLS.
 1 SCOPE OF WORK
 - REPAIR WALL BEHIND SINK (HOLE) NEW EXISTING PROVIDE MINIMUM R-19 INSULATION AT
 EXISTING TILE HARDWOOD HARDWOOD
 16'-0" - REMOVE AND REINSTALL: PEDESTAL SINK ALL FINISHED & UNFINISHED NEW
 AND FAUCET, ACCESSORIES, LIGHT FXITURE 2'-0"
 7'-6"
 - PROVIDE NEW: TOILET, MIRROR AND FOUNDATION/BASEMENT WALLS
 6'-8"
 WALLPAPER FINISH
 DN
 PROVIDE CLOSED CELL FOAM INSULATION
 AT EXTERIOR WALLS, RIM JOISTS, & ATTIC.
 EQUAL 16'-4" EQUAL NEW FROST-PROOF HOSE G 4X6 ON SIMPSON 7'-6" PROVIDE OPTION FOR ALL EXTERIOR
 F.P.
 BIBB AT EXISTING LOCATION H.B. POST BASE 5'-2" WALLS TO HAVE THE SAME.
 4X6 ON SIMPSON 1'-9" 1'-9"
 POST BASE
 3'-2" 3'-2" A-202 D
 PROVIDE SOUND DAMPENING BATT
 3
 (2) 2X12 (2) 2X12
 7'-6"
 4'-4"
 B C
 4'-4"
 INSULATION AT PRIMARY B.R., FIRST
 5'-2" 2x10 RAFTERS @ 16"O.C. FLOOR DECK AND ANY AREAS OF SECOND
 A DN 1R. 6X6 ON SIMPSON FLOOR DECK EXPOSED DURING
 POST BASE CONSTRUCTION.
 (2) 2X12
 PROPOSED FIRST
 8" 8"
 6X6 ON SIMPSON
 2'-11" 5'-111/2" 2'-11" 101/4" WHERE EXISTING EXTERIOR WALL CAVITIES FLOOR PLAN
 POST BASE
 101/4" ARE EXPOSED CURING CONSTRUCTION
 FRONT PORCH FILL CAVITY WITH NEW INSULATION.
 SCOPE OF WORK
 - NEW COLUMNS AND ROOF
 3 1 - NEW EXPANDED STOOP WITH FLOOR AREA

 A-103
 A-301 A-301 PAVER FINISH
 - PAINTED BEADBOARD CLG. WALL KEY
 EXISTING FIRST FLOOR AREA: 1,935 SQ. FT.
 EXISTING SECOND FLOOR AREA: 1,630 SQ. FT. EXISTING WALL
 PROPOSED FIRST FLOOR PLAN EXISTING TOTAL AREA: 3,565 SQ. FT.
 PROPOSED FIRST FLOOR ADDITION: 675 SQ. FT.
 1 SCALE: 1/4" = 1'-0" PROPOSED SECOND FLOOR ADDITION: 80 SQ. FT.
 NEW FRAME WALL
 WITH INSULATION
 SHEET 6 of 14
 DEBAKERDESIGN.COM © 2026 ALL RIGHTS RESERVED
 LINTEL SCHEDULE STRUCTURAL NOTES

 A-301 TAG DESCRIPTION FLOOR DESIGN LOADS:
 LIVE LOAD = 40 PSF
 4 STEEL ANGLE < 4'-0"
 L1 DEAD LOAD = 20 PSF
 3-1/2" X 3-1/2" X 5/16"
 ROOF DESIGN LOADS:
 STEEL ANGLE (4' - 6') LIVE LOAD = 30 PSF
 L2
 5" X 3-1/2" X 3/8" DEAD LOAD = 20 PSF
 3 1 STEEL ANGLE (6' - 8')
 L3 TYPICAL HEADERS:
 A-301 A-301 6" X 4" X 3/8" (2) 2X12 W/ (3) 2X4 POST EACH END
 (2 CRIPPLE 1 KING)
 L4 STEEL ANGLE > 8'
 (3)2X12 AT EXTERIOR WALLS
 CUSTOM BY SIZE, SEE PLAN
 1'-0" 20'-0" BEARING WALL ABOVE/BELOW:

 PLUMBING NOTES PROVIDE SOLID BLOCKING BETWEEN
 JOISTS UNDER ALL BEARING WALLS
 (3)2x6 WD. COL. (3)2x6 WD. COL. PROVIDE ACCESS TO CLEANOUTS AT ALL
 SHOWER/BATH DRAINS. VERIFY CARPENTER TO CONFIRM TYP. HEADER AT
 LOCATIONS WITH HOMEOWNER. EXISTING WINDOWS AND PROVIDE NEW
 AS NEEDED. (TYPICAL THROUGHOUT THE
 HOUSE). ALL COLUMNS TO POST DOWN
 TO FOUNDATION.

 METAL POST BASES ARE REQUIRED FOR
 WOOD COLUMNS THAT COME IN
 CONTACT W/ CONCRETE. PROVIDE MIN.
 2-1/2" CLEARANCE TO CONCRETE




 LEWIS RESIDENCE
 40'-7"
 PROVIDE 2X6 @ 16" KNEE WALL AT ALL
 LOWERED FOUNDATION WALL
 LOCATIONS.
 3




 PROPOSED RENOVATION AND ADDITION
 A-203 PROVIDE JOIST HANGERS AT ALL FLUSH
 (3)2x6 WD. COL. FRAMED CONDITIONS. (I.E. JOIST TO JOIST
 HEADERS AND JOIST TO BEAMS, ETC.)

 BLOCK ALL COLUMNS TO STRUCTURAL
 MEMBERS AND/OR SILL PLATES. BLOCKING




 9505 HARDING AVE.
 TO BE MINIMUM OF SIZE OF COLUMN
 ADDITION BELOW
 NEW PITCHED ROOF ABOVE.



 (3)2x6 WD. COL.
 GENERAL NOTES
 LAUNDRY
 V U SCOPE OF WORK ALL NEW DRYWALL SHALL BE 5/8".
 - 8'-0" CEILING WHERE ALIGNING WITH EXISTING
 - TILE FLOOR
 - NEW WINDOW AS SHOWN
 DRYWALL OR PLASTER, ADJUST FINISH FOR
 3'-1" 3'-1"
 - MILLMADE CABINET WITH STONE SLAB TOP SEAMLESS TRANSITION. * REVIEW OPTIONS




 EVANSTON, IL 60203
 4'-2" 4'-2"
 - PROVIDE GREY BOX, PAN AND DRAIN FOR W/D FOR TRUE PLASTER PATCHING WITH
 - NEW BASE & CASE.
 HOMEOWNER
 NEW WINDOW IN NEW PITCHED ROOF
 4'-10"
 EXISTING FRAMING PROVIDE SAFETY GLAZING AS REQ. PER




 FULL-HEIGHT CABINETS
 3'-11/4"
 W
 T S CODE, INCLUDING WITHIN 24" OF AN
 A-301 A-301 EXTERIOR DOOR & AT ALL TUB/SHOWER
 2 2
 6'-13/4"
 BEDROOM #2 4'-8" 2'-8" NEW WINDOW IN 2'-8" NEW WINDOW IN LOCATIONS
 6'-8" 2'-4" EXISTING DOOR 2'-4" EXISTING FRAMING
 3'-0" SCOPE OF WORK
 FRAMING
 4'-0" - EXISTING 8'-0" CEILING ALL CLOSET SHELVING PROVIDED AND
 (3)2x4 WD. COL. - EXISTING HDWD. FLOOR TO BE REFINISHED.
 TYP. HEADER  91/4" UP & DOWN - NEW WALL AND ROOM ENTRY AS SHOWN 31/2" 2'-13/4" 31/2" INSTALLED BY CLOSET CONTRACTOR.
 - NEW CLOSET DOORS 31/2"
 - NEW WINDOW IN EXISTING OPENING 31/2" 3'-1" 8'-0" 3'-1" ALL BEDROOM EGRESS WINDOWS SHALL
 91/4" - NEW BASE & CASE.
 DRYER HAVE A MINIMUM CLEAR OPENING OF 5.7
 1'-11"
 91/4" 2'-01/2" 31/2" PROVIDE VENT FOR DRYER,



 TYP. HEADER
 VERIFY LOCATION WITH OWNER SQ.FT. WITH A MINIMUM 24" CLEAR
 3'-0"
 OPENING HEIGHT AND MIN. 20" CLEAR
 NEW TILE
 [ASSUMED] 2x8 CEILING [ASSUMED] 2x8 CEILING [ASSUMED] 2x8 CEILING
 31/2"
 3'-41/2"
 X
 4'-0"
 JOISTS @ 16" O.C. JOISTS @ 16" O.C. JOISTS @ 16" O.C.
 31/2" 5'-41/4" 31/2" OPENING WIDTH.
 3'-1"
 W.I.C. #2 WASHER R
 4'-2"
 SCOPE OF WORK 2'-8" AT AREAS OF EXISTING HARDWOOD,
 - NEW 8'-0" CEILING NEW WINDOW IN




 EXISTING HDWD.
 6'-8"
 BEDROOM #4 - NEW HDWD. FLOOR 5'-7" 2'-0"
 BEDROOM #1 EXISTING FRAMING REMOVE SHOE AND REFINISH. PROVIDE
 12'-41/2"
 SCOPE OF WORK - CLOSET SYSTEM BY EXISTING DN NEW SHOE. AT NEW HARDWOOD, MATCH
 - NEW 8'-0" CEILING CLOSET CONTRACTOR TO REMAIN SCOPE OF WORK
 - NEW HDWD. FLOOR - 8'-0" CEILING EXISTING AS CLOSELY AS POSSIBLE AND
 - NEW BASE & CASE. 2'-4" 2'-8"
  - NEW EXTERIOR WALL ABOVE EXISTING 9'-9"
 6'-8"
 PKT. 6'-8"
 - HDWD. FLOOR TOOTH-IN AT TRANSITIONS.
 - NEW VESTIBULE AND
 GARAGE/UNDER EXISTING ROOF. PROVIDE TURNBOARDS AT THRESHOLDS.
 15'-0"
 - NEW WINDOWS AS SHOWN CLOSET FRAMING AS
 31/2" SHOWN.
 3'-103/4"
- NEW CLOSETS AND BATHROOM LAYOUT OPEN TO BELOW
 [ASSUMED] 2x10 CEILING
 - NEW BASE & CASE. JOISTS @ 16" O.C.
 - NEW WINDOWS IN ALL NEW TRIM TO MATCH EXISTING.
 2'-8" 2'-8" 2'-8" EXISTING OPENINGS.
 DATE NOTES
 3'-103/4"
 ALIGN OPENINGS, CENTER IN HALL 2'-4" - NEW BASE & CASE.
 6'-8" 6'-8" 6'-8" AT ALL NEW AND REMODELED ROOMS:
 C.O. NEW HDWD. EXISTING HDWD. C.O.
 3'-6" PAINT WALLS, CEILING AND TRIM.

 TYP. HEADER
 6'-8" 02/13/2026 Design Development
 3'-0"
 2'-8"
 UPPER FOYER
 Y
 4'-0" EW 04/03/2026 Client Check Set
 N
 31/2" 31/2" 6'-8" 31/2"
 DW -6 "
 2 ' -8 " SCOPE OF WORK 6'-73/4" 31/2" 7'-3" INSULATION NOTES
 H 6' 05/01/2026 Permit Set
 3'-41/4"
 D. - 8'-0" CEILING
 - HDWD. FLOOR W.I.C. #1


 EXISTING HDWD. EXISTING HDWD.
 - NEW DOORS/C.O. AS SCOPE OF WORK
 PROVIDE MIN. R-49 INSULATION AT
 EW
 5'-13/4"
 2'-0" 31/2"
 5'-31/2"
 N
 TI L SHOWN
 2'-8" 2'-6" - 8'-0" CEILING SECOND FLOOR CLG. AND MIN. R-30 AT
 2'-6" /4
 - NEW STAIR RAILING.
 2'-4" BEDROOM #3 - HDWD. FLOOR ALL NEW EXTERIOR WALLS .
 " E
 6'-8" -4 3 6'-8" 6'-8"
 - NEW CROWN, BASE &
 1'-91/2"
 - CLOSET SYSTEM BY
 31/2" 6'-8"
 5'
 SCOPE OF WORK CASE. CLOSET CONTRACTOR SEE SHEET A-001 FOR INSULATION AND
 - EXISTING 8'-0" CEILING 2'-6" - NEW BASE & CASE. ENERGY CODE REQUIREMENTS.
 - EXISTING HDWD. FLOOR TO BE REFINISHED. 6'-8" 2'-6"
 2'-4"
 SEE SHEET A-301 FOR WALL SECTIONS
 11'-8"
 6'-8"
 11'-71/4"
 - NEW WALL AND ROOM ENTRY AS SHOWN 31/2" 31/2"
 W.I.C. #3 31/2"
 6'-8"

 NEW TILE NEW TILE
 - NEW CLOSET DOORS
 SCOPE OF WORK - NEW WINDOW IN EXISTING OPENING SHELVES 2'-8" BATH #1 PROVIDE SOUND DAMPENING BATT
 - NEW 8'-0" CEILING 7'-0"
 7'-11/4"
 - NEW BASE & CASE. SCOPE OF WORK
 - NEW HDWD. FLOOR
 - NEW FINISHES THROUGHOUT
 INSULATION AT ALL BATHROOM WALLS.
 2'-6"
 - CLOSET SYSTEM BY 5'-6"
 6'-21/2"
 DRYWALL HALF-WALL WITH - NEW WINDOW IN EXISTING OPENING
 CLOSET CONTRACTOR 6'-8" 5'-2" 3'-9"
 STONE SLAB TOP AND GLASS - 8'-0" CEILING PROVIDE MINIMUM R-19 INSULATION AT
 - NEW BASE & CASE. PARTITION ABOVE
 3'-4" - TILE FLOOR, SHOWER FLOOR, WALLS AND
 10'-1" 31/2" 9'-2" 31/2" 8'-13/4" 51/2" 13'-73/4" CEILING
 ALL FINISHED & UNFINISHED NEW
 6'-8"
 31/2" 3'-13/4" 31/2" - STONE SLAB SHOWER CURB FOUNDATION/BASEMENT WALLS
 31/2" 31/2" 3'-101/4" - NEW PLUMBING FIXTURES
 11" 11" - MILLMADE VANITY WITH STONE SLAB TOP
 PROVIDE CLOSED CELL FOAM INSULATION
 LINEN - NEW BASE & CASE.
 TYP. HEADER TYP. HEADER 1'-5" CABINET AT EXTERIOR WALLS, RIM JOISTS, & ATTIC.
 2'-8" BATH #3 2'-8" NEW WINDOW IN NEW WINDOW IN PROVIDE OPTION FOR ALL EXTERIOR
 4'-2"
 SCOPE OF WORK
 4'-2" EXISTING FRAMING EXISTING FRAMING WALLS TO HAVE THE SAME.
 - 8'-0" CEILING 3'-1" NEW WINDOW IN
 M N
 EXISTING FRAMING A-202 3'-1"
 - TILE FLOOR, SHOWER 4'-2" PROVIDE SOUND DAMPENING BATT
 FLOOR, WALLS AND CLG. 3 4'-2"
 - STONE SLAB SHOWER O 3'-1" BATH #2 INSULATION AT PRIMARY B.R., FIRST
 CURB AND SET 4'-2"
 SCOPE OF WORK Q
 FLOOR DECK AND ANY AREAS OF SECOND
 - MILLMADE VANITY WITH
 STONE SLAB TOP
 - NEW FINISHES THROUGHOUT FLOOR DECK EXPOSED DURING
 P - NEW WINDOW IN EXISTING OPENING
 - NEW BASE & CASE. - 8'-0" CEILING
 CONSTRUCTION. PROPOSED SECOND
 5'-0" 9'-10" 5'-0" - TILE FLOOR
 - TILE TUB/SHOWER WALLS AND CEILING WHERE EXISTING EXTERIOR WALL CAVITIES FLOOR PLAN
 - NEW PLUMBING FIXTURES
 ARE EXPOSED CURING CONSTRUCTION
 - MILLMADE VANITY WITH STONE SLAB TOP
 FILL CAVITY WITH NEW INSULATION.

 3 1


 A-104
 A-301 A-301
 WALL KEY
 EXISTING WALL

 PROPOSED SECOND FLOOR PLAN NEW FRAME WALL
 1 SCALE: 1/4" = 1'-0" WITH INSULATION
 SHEET 7 of 14
 EXTERIOR DOOR SCHEDULE




 DEBAKERDESIGN.COM © 2026 ALL RIGHTS RESERVED
 WINDOW SCHEDULE
 DOOR SIZE
 INTERIOR STORY MARK ROOM TYPE BRAND INTERIOR FINISH EXTERIOR FINISH NOTES
 SIZE ROOM BRAND MATERIAL STYLE HARDWARE NOTES NOTES WIDTH HEIGHT
MARK FINISH
 W HT SLIDING VINYL ESCAPE WINDOW,
 BASEMENT FLOOR Z EXERCISE 3'-0" 4'-0" --- BOWMAN KEMP VINYL VINYL
 1 16'-0" 7'-6" GARAGE T.B.D. PAINTED STEEL N/A PER ELEVATION OVERHEAD GARAGE DOOR LOW-E WITH ARGON

 GARAGE THERMATRU OR FIRST FLOOR A DINING 7'-6" 5'-2" CASEMENT MARVIN ELEVATE BARE PINE EBONY FIELD VERIFY MEASUREMENT
 2 2'-8" 6'-8" PAINTED, INSULATED FIBERGLASS PAINTED PER ELEVATION LOCKING, DEADBOLT
 STORAGE EQUAL
 THERMATRU OR MATCH INTERIOR DOOR FIRST FLOOR B P.R. 1'-9" 3'-2" CASEMENT MARVIN ELEVATE BARE PINE EBONY FIELD VERIFY MEASUREMENT
 3 2'-8" 6'-8" MUD ROOM PAINTED, INSULATED FIBERGLASS PAINTED LOCKING, DEADBOLT 20-MIN FIRE RATING
 EQUAL PANEL SELECTION FIRST FLOOR C CLOSET 1'-9" 3'-2" PICTURE MARVIN ELEVATE BARE PINE EBONY FIELD VERIFY MEASUREMENT
 EBONY FIBERGLASS EXTERIOR, BARE
 4 6'-0" 7'-0" BEDROOM #5 MARVIN ELEVATE PAINTED PER ELEVATION CAMBRIDGE, KEYED, FINISH TBD SLIDING DOOR FIRST FLOOR D LIVING 7'-6" 5'-2" CASEMENT MARVIN ELEVATE BARE PINE EBONY FIELD VERIFY MEASUREMENT
 PINE WOOD INTERIOR
 EBONY FIBERGLASS EXTERIOR, BARE FIRST FLOOR E LIVING 3'-1" 5'-2" CASEMENT MARVIN ELEVATE BARE PINE EBONY FIELD VERIFY MEASUREMENT
 5 6'-0" 7'-0" BREAKFAST MARVIN ELEVATE PAINTED PER ELEVATION CAMBRIDGE, KEYED, FINISH TBD A-301 SLIDING DOOR
 PINE WOOD INTERIOR
 4 FIRST FLOOR F LIVING 3'-1" 5'-2" CASEMENT MARVIN ELEVATE BARE PINE EBONY FIELD VERIFY MEASUREMENT
 FIRST FLOOR G DEN 6'-0" 5'-2" CASEMENT MARVIN ELEVATE BARE PINE EBONY FIELD VERIFY MEASUREMENT
 FIRST FLOOR H DEN 6'-0" 5'-2" CASEMENT MARVIN ELEVATE BARE PINE EBONY FIELD VERIFY MEASUREMENT
 FIRST FLOOR I KITCHEN 6'-0" 3'-3" CASEMENT MARVIN ELEVATE BARE PINE EBONY ELCA2539 - 3W
 3 1
 A-301 FIRST FLOOR J A-301
 BEDROOM #5 2'-4" 5'-0" CASEMENT MARVIN ELEVATE BARE PINE EBONY ELCA2959
 FIRST FLOOR K BATH #4 2'-4" 5'-0" CASEMENT MARVIN ELEVATE BARE PINE EBONY ELCA2959
 FIRST FLOOR L GARAGE 3'-1" 4'-2" CASEMENT MARVIN ELEVATE BARE PINE EBONY FIELD VERIFY MEASUREMENT
 SECOND FLOOR M W.I.C. #3 2'-8" 4'-2" CASEMENT MARVIN ELEVATE BARE PINE EBONY HEIGHT TO MATCH WINDOW "O"
 SECOND FLOOR N BATH #3 2'-8" 4'-2" CASEMENT MARVIN ELEVATE BARE PINE EBONY HEIGHT TO MATCH WINDOW "O"
 (3)2x6 WD. COL. (3)2x6 WD. COL. SECOND FLOOR O BEDROOM #3 3'-1" 4'-2" CASEMENT MARVIN ELEVATE BARE PINE EBONY FIELD VERIFY MEASUREMENT
 NEW DOWNSPOUT NEW DOWNSPOUT
 SECOND FLOOR P BATH #2 3'-1" 4'-2" CASEMENT MARVIN ELEVATE BARE PINE EBONY FIELD VERIFY MEASUREMENT
 SECOND FLOOR Q BATH #1 3'-1" 4'-2" CASEMENT MARVIN ELEVATE BARE PINE EBONY FIELD VERIFY MEASUREMENT




 NEW 7/12 PITCH
 SECOND FLOOR R BEDROOM #1 3'-1" 4'-2" CASEMENT MARVIN ELEVATE BARE PINE EBONY FIELD VERIFY MEASUREMENT
 NEW GUTTER (TYP.)
 SECOND FLOOR S BEDROOM #1 2'-8" 2'-4" CASEMENT MARVIN ELEVATE BARE PINE EBONY FIELD VERIFY MEASUREMENT
 SECOND FLOOR T BEDROOM #1 2'-8" 2'-4" CASEMENT MARVIN ELEVATE BARE PINE EBONY MATCH REPLACMENT WINDOW "S"
 SECOND FLOOR U LAUNDRY 3'-1" 4'-2" CASEMENT MARVIN ELEVATE BARE PINE EBONY HEIGHT TO MATCH WINDOW "V"
 1. HIP
 75
 SECOND FLOOR V BEDROOM #2 3'-1" 4'-2" CASEMENT MARVIN ELEVATE BARE PINE EBONY FIELD VERIFY MEASUREMENT




 LEWIS RESIDENCE
 "x LVL
 11 5"
 .2 .2
 5"
 LVL "x
 11
 SECOND FLOOR W BEDROOM #4 3'-0" 4'-0" CASEMENT MARVIN ELEVATE BARE PINE EBONY ELCA3747E
 IP 75
 H 1.
 SECOND FLOOR X  3 BEDROOM #4 3'-0" 4'-0" CASEMENT MARVIN ELEVATE BARE PINE EBONY ELCA3747E
 A-203




 PROPOSED RENOVATION AND ADDITION
 (3)2x6 WD. COL. SECOND FLOOR Y BEDROOM #4 3'-0" 4'-0" CASEMENT MARVIN ELEVATE BARE PINE EBONY ELCA3747E




 1.75" x 14" LVL RIDGE BOARD
 NEW 7/12 PITCH NEW 7/12 PITCH




 9505 HARDING AVE.
 NEW DOWNSPOUT


 (3)2x6 WD. COL. NEW GUTTER (TYP.)




 NEW 4/12 PITCH
 SHADED AREA INDICATES
 ROOF OVERFRAME




 1.75" x 14" LVL RIDGE BOARD


 EVANSTON, IL 60203
 ROOF PLAN NOTES
 A-301 A-301
 2 2 ALL ROOF RAFTERS ARE TO BE 2X10s @ 16"
 NEW 7/12 PITCH
 O.C. UNLESS OTHERWISE NOTED.




 EXISTING 7/12 (+/-) PITCH
 EXISTING ROOF SHINGLES TO REMAIN.
 ANY NEW ROOF AREAS TO MATCH
 EXISTING ARCHITECTURAL ASPHALT
 (3)2x4 WD. COL. SHINGLES AS CLOSELY AS POSSIBLE.

 GUTTERS TO BE ALUMINUM 6" K-STYLE
 WITH MOUNTING STRAPS AT 24" O.C. MIN.

 ALL DOWNSPOUTS TO TIE INTO EXISTING
 EXISTING 7/12 EXISTING 7/12
 POP-UP DRAINS.




 EXISTING 7/12 (+/-) PITCH EXISTING 7/12 (+/-) PITCH
 (+/-) PITCH (+/-) PITCH

 FOR VENTED ATTIC DESIGN BAFFLES SHALL
 BE INSTALLED IN EACH RAFTER BAY AT
 EAVES AND ALL VAULTED CEILINGS. IF
 SPRAY FOAM INSULATION IS USED TO
 EXISTING CHIMNEY CRICKET
 CREATE A CONDITIONED ATTIC, NO
 VENTING IS NEEDED AND THE EXISTING
 VENTS ARE TO BE REMOVED/CLOSED,
 EXISTING ROOF OVERLAY
 DATE NOTES
 EXISTING 7/12 (+/-) PITCH EXISTING 7/12 (+/-) PITCH
 02/13/2026 Design Development
 STRUCTURAL NOTES
 04/03/2026 Client Check Set
 ROOF DESIGN LOADS:
 05/01/2026 Permit Set
 DEAD LOAD = 20 PSF




 EXISTING 7/12 (+/-) PITCH EXISTING 7/12 (+/-) PITCH
 SNOW LOAD = 30 PSF

 BEARING WALL ABOVE/BELOW:

 PROVIDE SOLID BLOCKING BETWEEN
 JOISTS UNDER ALL BEARING WALLS




 COLUMNS SUPPORTING VALLEY MEMBERS
 HEIGHT CONFIGURATION
 EXISTING 7/12 (+/-) PITCH EXISTING 7/12 (+/-) PITCH


 0 - 7'-0 (1) 4X4 POST
 A-202
 3

 NEW MOD. BIT. "FLAT ROOF"
 7'-0" - 11'-0" (1) 2X4 & (1) 2X6 GLUED W/
 MIN. PITCH 1/4" /1'-0" 16D NAILS @ 8" O.C.
 AT NEW COVERED ENTRY

 PROPOSED ROOF
 PLAN
 11'-0" - 14'-0" (1) 6X6 POST

 3 1
 A-301 A-301


 14'-0" - 17'-0" (1) 2X6 & (1) 2X8 GLUED W/
 16D NAILS @ 8" O.C.
 A-105
 SHEET 8 of 14
 PROPOSED ROOF PLAN
 1 SCALE: 1/4" = 1'-0"
 DEBAKERDESIGN.COM © 2026 ALL RIGHTS RESERVED
 EXISTING STONE CHIMNEY
 NO CHANGES
 EXISTING ASPHALT
 SHINGLE EXISTING STONE
 NO CHANGES CHIMNEY EXISTING ASPHALT SHINGLE
 NO CHANGES NO CHANGES
 EXISTING STONE CHIMNEY EXISTING ASPHALT SHINGLE
 REMOVE COMPLETELY NO CHANGES

 EXISTING STONE CHIMNEY
 REMOVE COMPLETELY




 REMOVE EAVE WITH INTEGRATED
 REMOVE EAVE WITH INTEGRATED
 GUTTER ENTIRELY TO PREPARE
 GUTTER ENTIRELY TO PREPARE
 REMOVE EAVE WITH INTEGRATED EXISTING FOR NEW EAVE & GUTTER (TYP.)
 FOR NEW EAVE & GUTTER (TYP.)
 GUTTER ENTIRELY TO PREPARE
 LAP SIDING EXISTING
 FOR NEW EAVE & GUTTER (TYP.) EXISTING LAP SIDING
 REMOVE WALL FINISH REMOVE LAP SIDING REMOVE WALL FINISH
 DOWN TO WINDOW REMOVE WALL FINISH NEW WINDOW IN
 REMOVE DOWN TO SHEATHING
 SHEATHING DOWN TO SHEATHING DOORS EXISTING LOCATION NEW WINDOW LOCATION

 NEW WINDOW LOCATION
 EXISTING STONE VENEER
 NO CHANGES REMOVE FLAT ROOF AND RAILING
 EXISTING STONE VENEER
 REMOVE ALL STONE WITH
 LINE OF SECOND FLOOR LINE OF SECOND FLOOR
 CARE, SAVE ON PALLETS ON
 ELEVATION = 10'-6" ELEVATION = 10'-6"
 SITE FOR RE-USE



 REMOVE FLAT ROOF, EAVE AND GUTTER
 REMOVE EAVE AND GUTTER


 REMOVE EXISTING WINDOW REMOVE EXISTING WINDOW AND
 AND PREPARE FOR NEW PREPARE FOR NEW WINDOW IN
 WINDOW IN EXISTING M.O. EXISTING M.O. STONE SILL TO EXISTING STONE VENEER
 STONE HEADER AND SILL TO REMAIN. DEMO SHUTTERS REMOVE ALL STONE WITH
 REMAIN. DEMO SHUTTERS. (TYP.) CARE, SAVE ON PALLETS ON
 SITE FOR RE-USE
 EXISTING STONE VENEER
 NO CHANGES

 REMOVE STOOP
 EXISTING STOOP FINISH EXISTING STONE VENEER
 TO BE REMOVED NO CHANGES LINE OF FIRST FLOOR LINE OF FIRST FLOOR
 ELEVATION = 1'-0.25" ELEVATION = 1'-0.25"



 GRADE GRADE GRADE




 LEWIS RESIDENCE
 EXISTING WINDOW AND EXISTING WINDOW TO
 EXISTING WINDOW AND WELL TO REMAIN
 WELL TO REMAIN REMAIN, REMOVE WELL.


 EXISTING WINDOW AND WELL TO
 BE REMOVED. CUT CONCRETE WALL
 EXISTING WINDOW AND FOR ACCESS TO NEW BASEMENT




 PROPOSED RENOVATION AND ADDITION
 WELL TO REMAIN




 LINE OF BASEMENT FLOOR LINE OF BASEMENT FLOOR
 ELEVATION = (7-3.5") ELEVATION = (7'-3.5")




 9505 HARDING AVE.
 EXISTING RIGHT/SOUTH ELEVATION EXISTING REAR/EAST ELEVATION
 4 SCALE: 1/4" = 1'-0" 3 SCALE: 1/4" = 1'-0"




 EXISTING STONE CHIMNEY
 EXISTING STONE CHIMNEY
 REMOVE COMPLETELY
 EXISTING STONE CHIMNEY
 EVANSTON, IL 60203
 NO CHANGES NO CHANGES



 EXISTING ASPHALT SHINGLE
 NO CHANGES
 EXISTING STONE CHIMNEY EXISTING ASPHALT SHINGLE
 REMOVE COMPLETELY
 NO CHANGES

 REMOVE EAVE FINISH
 EXISTING ASPHALT SHINGLE AND PREPARE FOR NEW EXISTING STUCCO
 NO CHANGES REMOVE AND REPLACE AT
 EXISTING LOCATION




 REMOVE EAVE WITH INTEGRATED REMOVE EAVE WITH INTEGRATED
 GUTTER ENTIRELY TO PREPARE GUTTER ENTIRELY TO PREPARE
 FOR NEW EAVE & GUTTER (TYP.) EXISTING STONE WALL, REMOVE FOR NEW EAVE & GUTTER (TYP.)
 REMOVE INSIDE FACE AT AREA OF NEW
 WINDOW
 AND TRIM
 NEW WINDOW OPENING FINISHED/INTERIOR SPACE
 REMOVE EXISTING WINDOW AND DATE NOTES
 REMOVE FLAT ROOF AND RAILING PREPARE FOR NEW WINDOW IN
 EXISTING LAP SIDING EXISTING M.O. STONE SILL TO
 REMAIN. DEMO SHUTTERS. (TYP.) 02/13/2026 Design Development
 REMOVE THIS WALL,
 REMOVE ARCHED PEDIMENT,
 PITCHED ROOF AND 04/03/2026 Client Check Set
 KEEP ALL OTHER DOOR TRIM
 RAILING ENTIRELY
 REMOVE EAVE AND GUTTER
 EXISTING STONE VENEER EXISTING STONE VENEER 05/01/2026 Permit Set
 NO CHANGES NO CHANGES
 LINE OF SECOND FLOOR LINE OF SECOND FLOOR
 ELEVATION = 10'-6" ELEVATION = 10'-6"

 EXISTING STONE VENEER
 NO CHANGES REMOVE EAVE AND GUTTER
 REMOVE EAVE AND GUTTER


 REMOVE STONE AND LINTEL FOR REMOVE EXISTING WINDOW AND
 NEW, WIDER GARAGE DOOR PREPARE FOR NEW WINDOW IN
 EXISTING REMOVE EXISTING WINDOW AND PREPARE
 EXISTING DOOR
 EXISTING M.O. STONE HEADER AND SILL
 TO REMAIN
 STONE VENEER FOR NEW WINDOW IN EXISTING M.O. TO REMAIN. DEMO SHUTTERS. (TYP.)
 REMOVE ALL STONE WITH STONE HEADER AND SILL TO REMAIN. EXISTING STONE
 CARE, SAVE ON PALLETS ON REMOVE ALL AWNING CLIPS (TYP.)
 SITE FOR RE-USE
 VENEER
 NO CHANGES REMOVE EXISTING GARAGE DOOR
 AND REPLACE WITH NEW LINTEL
 EXISTING STOOP FINISH TO BE REMOVED AND WIDER DOOR REPLACE EXISTING OUTLET REMOVE MAILBOX SLOT
 EXISTING STOOP FINISH TO BE REMOVED
 LINE OF FIRST FLOOR LINE OF FIRST FLOOR
 ELEVATION = 1'-0.25" ELEVATION = 1'-0.25"

 DRIVEWAY SLOPES UP TO OVERHEAD DOOR
GRADE GRADE GRADE GRADE
 EXISTING WINDOW AND EXISTING WINDOW AND
 WELL TO REMAIN WELL TO BE REMOVED




 EXISTING ELEVATIONS

 LINE OF BASEMENT FLOOR LINE OF BASEMENT FLOOR
 ELEVATION = (7'-3.5") ELEVATION = (7'-3.5")




 A-201
 EXISTING LEFT/NORTH ELEVATION EXISTING FRONT/WEST ELEVATION SHEET 9 of 14
 2 SCALE: 1/4" = 1'-0" 1 SCALE: 1/4" = 1'-0"
 DEBAKERDESIGN.COM © 2026 ALL RIGHTS RESERVED
 EXISTING STONE
 CHIMNEY EXISTING ASPHALT SHINGLE
 NO CHANGES NO CHANGES
 EXISTING ASPHALT SHINGLE
 NO CHANGES


 STUCCO
 REPLACE BUILDING PAPER AND
 NEW WALL FINISH AT ALL
 OVERHANG AT EAVES WHERE STONE IS REMOVED EXISTING SIDING AREAS.



 NEW EAVE DETAIL AT EXISTING
 NEW EAVE DETAIL AT EXISTING UPPER ROOF (TYP): 5" ALUMINUM K-
 UPPER ROOF (TYP): 5" ALUMINUM K- STYLE GUTTER ON 1x10 FASCIA
 STYLE GUTTER ON 1x10 FASCIA OVER 2x10 FRIEZE BOARD
 OVER 2x10 FRIEZE BOARD STUCCO
 FLASH (TYP.) REPLACE BUILDING
 12

 26'-83/4" +/-
 STUCCO PAPER AND NEW
 REPLACE BUILDING PAPER AND
 WALL FINISH. ICE AND WATER 7
 NEW WALL FINISH AT ALL SHIELD AT
 EXISTING SIDING AREAS. SHADED AREA


 12 ASPHALT SHINGLE

 HEIGHT OF EXISTING HOUSE
 FLASH (TYP.)
 PATCH IN WALLS AS NEEDED FOR
 SHEET VINYL DECK SURFACE ON SMALLER WINDOWS
 7 4/12 PITCH
  3/4" PLYWOOD SHEATHING ON FURRING STRIPS CUT TO LINE OF SECOND FLOOR
 2X10 RAFTERS @ 16" O.C. ELEVATION = 10'-6"
 PROVIDE MINIMUM ROOF


 16'-41/2"
 PITCH OF 1/4" PER 1'-0"
 ALUMINUM GUTTER W/ APRON EAVE DETAIL AT LOWER ROOF (TYP): 5" EAVE DETAIL AT LOWER ROOF (TYP):
 ALUMINUM K-STYLE GUTTER ON 1x10 5" ALUMINUM K-STYLE GUTTER ON
 & DOWNSPOUT ON 1X8 FASCIA FASCIA OVER 1x8 FRIEZE BOARD WITH 1x10 FASCIA OVER 1x8 FRIEZE
 1X4 BAND BOARD BOARD WITH 2X6 BAND BOARD


 HEIGHT OF ADDITION
 RAFTER BLOCKING
 71/4"
 SIMPSON H1AZ TIE AT EACH RAFTER REPLACE WINDOW IN EXISTING OPENING 9'-53/4"

 5
 63/4" 41/2" 6"
 EXISTING STONE VENEER LIMESTONE SILL AT ALL WINDOWS
 PAINTED T&G BEADBOARD NO CHANGES STONE VENEER
 USE SALVAGED MATERIAL (MIX
 3.25" CROWN IN NEW MATERIAL, IF NEEDED). STUCCO

 81/4" 11/2"
 RAISED TERRACE WITH BLUESTONE
 FINISH AND STONE FACE
 1'-73/4"
 3/4" X 1.5" COVE TRIM LINE OF FIRST FLOOR
 ELEVATION = 1'-0.25"
 1X10 TRIM BOARD

 1" X 1.5" TRIM BAND GRADE GRADE
 11/2"




 LEWIS RESIDENCE
 1X6 TRIM BOARD EXISTING WINDOW AND
 WELL TO REMAIN 3'-6"
 MIN.
 41/2"
 8'-33/4"
 PAINTED ALUMINUM DRIP CAP AT NEW 36" x 48" STEEL EGRESS
 WINDOW, MAX SILL = 44"




 PROPOSED RENOVATION AND ADDITION
 ALL COLUMNS
 PROVIDE DRAIN, LADDER
 AND REMOVABLE COVER
 10"


 3'-4" LINE OF BASEMENT FLOOR
 ELEVATION = (7'-3.5")
 1'-6"




 9505 HARDING AVE.
 LINE OF NEW BASEMENT FLOOR
 ELEVATION = (8'-9.5")




 PROPOSED REAR/EAST ELEVATION
 CENTER LINE
 2 SCALE: 1/4" = 1'-0"




 EVANSTON, IL 60203
 8'-6"

 EXISTING STONE CHIMNEY
 TYPICAL ELEVATION NOTES & NO CHANGES

 MATERIAL SELECTIONS
 EXISTING ASPHALT SHINGLE
 NO CHANGES
 NEW STONE AREAS TO UTILIZE EXISTING EXISTING ASPHALT SHINGLE
 SALVAGED MATERIAL. ANY NEW STONE NO CHANGES
 MATERIAL TO MATCH EXISTING AS CLOSELY
 AS POSSIBLE AND A SAMPLE MUST BE
 PROVIDED TO HOMEOWNER FOR
 APPROVAL PRIOR TO ORDER AND INSTALL.

 WHERE SIDING MATERIAL IS REMOVED,
 PROVIDE NEW BUILDING PAPER,
NEW 10" SQUARE FIBERGLASS
COLUMNS W/ ROMAN DORIC
 FLASHING AND STUCCO FINISH. SEE
 CAP & BASE WALL SECTIONS FOR DETAILS.
 NEW RAISED PANEL,
 5" K-STYLE GUTTERS AND 3X4 PAINTED SHUTTERS NEW RAISED PANEL,
 DOWNSPOUTS TO BE ALCOA IN COLOR TO PAINTED SHUTTERS
 DATE NOTES
 MATCH EXTERIOR TRIM COLOR. VERIFY ON
 MORTAR SET BLUESTONE
 PAVER PATIO SITE WITH CLIENT. 02/13/2026 Design Development
 4" CONCRETE SLAB ON NEW STONE VENEER
 GRANULAR BACKFILL NEW EAVE FINISHES AT ENTIRE HOUSE USE EXISTING 04/03/2026 Client Check Set
BLUESTONE RISER, VERIFY SIZE INCLUDING SOFFIT AND FASCIA. SEE WALL SALVAGED MATERIALS
 EXISTING STONE VENEER EXISTING STONE VENEER 05/01/2026 Permit Set
 IN FIELD W/ EXIST. GRADE SECTIONS FOR DETAILS. ALL NEW NO CHANGES NO CHANGES
 LINE OF SECOND FLOOR
 (NOTE: MAXIMUM RISER SIZE
 TO BE 7.5")
 EXTERIOR TRIM TO BE LP SMARTSIDE TRIM ELEVATION = 10'-6"
 "BRUSHED SMOOTH" IN "SAND DUNE"
 GRADE ON FIRST AND SECOND FLOOR: ALL NEW GARAGE DOOR
 GRAVEL FILL AS REQ. WINDOWS AND PATIO DOORS TO BE PEDIMENT AND TRIM, SEE X/X
 NEW WINDOW IN EXISTING
 TIE NEW SLAB INTO
 12" EXISTING SLAB W/ 12"
 MARVIN ELEVATE SERIES SDLS WITH SPACER MASONRY OPENING

 LONG #3 BARS @ 24" O.C. BARS IN "EBONY" WITH BARE PINE WOOD
 #3 BARS @ 24" O.C. NEW WINDOW IN EXISTING DOOR
  18" INTERIORS FOR PAINT ON SITE. AT EXISTING MASONRY TO REMAIN
 BASEMENT: REPLACE EXISTING METAL NEW OVERHEAD GARAGE DOOR OPENING
 8" CONCRETE FOUNDATION WINDOWS WITH NEW VINYL WINDOWS.
WALL WITH (2) #5 BARS TOP &
 BOTTOM, ON 10"x20" RAISED PANEL VINYL SHUTTERS STYLE RP-2
  CONCRETE FOOTING WITH IN #002 "BLACK" BY PERFECT SHUTTERS,
 KEY. INC. PROVIDE ALT. FOR SHUTTER DOGS
 LINE OF FIRST FLOOR
 30-14-88254PC (POWDER-COATED BLACK) ELEVATION = 1'-0.25"
 HAND DIG LAST 5" @
 FOOTING
 AREAS OF NEW ROOF TO MATCH DRIVEWAY SLOPES UP TO OVERHEAD DOOR
 EXISTING. EXISTING ROOF TO REMAIN. GRADE GRADE
 EXISTING WINDOW AND
 STUCCO TO BE 4-COAT SYSTEM WITH WELL TO REMAIN

 FINISH COAT DRYVIT "BUCKSKIN" IN
 SANDBLAST (OR EQUAL)

 PROPOSED FRONT &
 REAR ELEVATIONS
 LINE OF BASEMENT FLOOR
 ELEVATION = (7'-3.5")

 FRONT ENTRY SECTION
 3
 A-202
 SCALE: 1" = 1'-0"




 PROPOSED FRONT/WEST ELEVATION SHEET 10 of 14
 1 SCALE: 1/4" = 1'-0"
 EXISTING ROOF CONSTRUCTION.
 NEW CLOSED CELL INSULATION AT
 ENTIRE ROOF

 EXISTING STONE CHIMNEY




 DEBAKERDESIGN.COM © 2026 ALL RIGHTS RESERVED
 NO CHANGES




 EXISTING ASPHALT SHINGLE
 NO CHANGES

 NEW EAVE FINISH (5" OVERHANG AT
 AREAS WHERE STONE IS REMOVED)
 5" ALUMINUM GUTTER ON 1X10
 FASCIA OVER 2X10 FRIEZE BOARD.

 NEW EAVE DETAIL AT EXISTING
 OVERHANG AT EAVES WHERE STONE IS REMOVED UPPER ROOF (TYP): 5" ALUMINUM K-
 STYLE GUTTER ON 1x10 FASCIA
 OVER 2x10 FRIEZE BOARD




 EXTERIOR WALL CONSTRUCTION
 - NEW STUCCO (4 COAT SYSTEM: SCRATCH COAT, BROWN 12
 NEW MOD. BIT. "FLAT ROOF"
 COAT, PRIMER COAT, AND ACRYLIC FINISH COAT) 7
 - SELF FURRING METAL LATH
 - NEW "HYDROGAP" DRAINABLE HOUSEWRAP WITH
 "HYDROFLASH" BY BENJAMIN OBDYKE
 LINE OF SECOND FLOOR
 - EXISTING SHEATHING OVER 2X4 STUDS. NOTE: CARPENTER ELEVATION = 10'-6"
 TO INSPECT AND REPAIR/REPLACE ANY AREAS THAT HAVE BEEN
 DMAGED BY ROT, INSECT, OR OTHER PESTS. EXISTING STONE VENEER
 - WHERE INTERIOR FINISHES ARE REMOVED FILL CAVITY WITH NO CHANGES
 INSULATION, PROVIDE NEW 5/8" GYP BOARD, PRIMER AND EAVE DETAIL AT LOWER ROOF (TYP):
 LATEX PAINT. 5" ALUMINUM K-STYLE GUTTER ON
 1x10 FASCIA OVER 1x8 FRIEZE
 BOARD WITH 2X6 BAND BOARD



 2 8'-0"
 STUCCO NEW COVERED ENTRY

 NEW BLUESTONE PAVER
 ON CONCRETE STOOP


 LINE OF FIRST FLOOR
 ELEVATION = 1'-0.25"
 CLASS "C" OR BETTER ASPHALT SHINGLES
 ON 30# FELT ON 5/8" 4-PLY FIR PLYWOOD
 SHEATHING ON 2X10 ROOF RAFTERS
 GRADE GRADE

 CONTINUOUS FLASHING 3'-6"
 AT ROOF EDGE MIN.




 LEWIS RESIDENCE
 2X6 CEILING JOISTS


 9'-51/2"
 5/8" DRYWALL (TYP.)
 51/2"




 PROPOSED RENOVATION AND ADDITION
 PROVIDE (4) 3-1/2" X 162 NAILS
 NEW STEEL BEAM SET IN FLOOR EACH SIDE OF JOIST LINE OF BASEMENT FLOOR
 EAVE DETAIL AT LOWER ROOF (TYP):
 CONSTRUCTION TO SUPPORT ELEVATION = (7'-3.5")
 5" ALUMINUM K-STYLE GUTTER ON
 WALL AND ROOF ABOVE 1x10 FASCIA OVER 1x8 FRIEZE
 8" 6'-33/4" LINE OF NEW BASEMENT FLOOR
 BOARD WITH 1X6 BAND BOARD
 PROVIDE 1X BOX BEAM FINISH (2X6 AT STUCCO WALLS) ELEVATION = (8'-9.5")




 PROPOSED LEFT/NORTH ELEVATION 9505 HARDING AVE.
 2 NOT TO SCALE




 EVANSTON, IL 60203
 NEW KITCHEN/BREAKFAST
 EXTERIOR WALL CONSTRUCTION
 - 4" THICK STONE VENEER W/ 1" AIR SPACE
 - METAL TIES @ 16" O.C. VERT. AND 32" O.C.
 HORIZONTAL EXISTING STONE CHIMNEY
 - "HYDROGAP" DRAINABLE HOUSEWRAP NO CHANGES
 WITH "HYDROFLASH" BY BENJAMIN OBDYKE EXISTING ASPHALT
 - 1/2" CDX PLYWOOD SHEATHING SHINGLE
 - 2x6 STUDS @ 16" o.c. NO CHANGES
 - R30 INSULATION
 - 5/8" GYP. BOARD, W/ LATEX PRIMER & PAINT




 FINISH FLOOR OVER 3/4" T&G FIR PLYWOOD
 SUBFLOOR GLUED & SCREWED TO FLOOR JOISTS SINGLE 2X6 BOTTOM
 CUT BACK EXISTING SUBFLOOR +/- 12" (SIZE & SPACING AS PER PLAN) PLATE, CAULK JOINT W/
 FOR NEW 3/4" PLYWOOD AS SHOWN. SUBFLOOR
 FLASHING WITH STONE LEDGE WEEPS
 NEW EAVE DETAIL AT EXISTING
 UPPER ROOF (TYP): 5" ALUMINUM K- OVERHANG AT EAVES WHERE STONE IS REMOVED
 STYLE GUTTER ON 1x10 FASCIA
 OVER 2x10 FRIEZE BOARD



 12
 4 ASPHALT SHINGLE 12
 SOUND DAMPENING BATTS AT FLOOR DECK NEW UNEXCAVATED 7
 DATE NOTES
 NEW MOD. BIT. "FLAT ROOF" 7/12 PITCH
 4" CONC. SLAB W/ 6x6-W1.4 x W1.4 W.W.M.
 ON 4" COMPACTED STONE FILL (MIN.) EXISTING STONE VENEER 02/13/2026 Design Development
 NO CHANGES
 NOTE: CONFIRM HEIGHT OF FLATWORK 04/03/2026 Client Check Set
 BASED ON FINISHED MATERIAL. LINE OF SECOND FLOOR
 ELEVATION = 10'-6"
 05/01/2026 Permit Set

 EAVE DETAIL AT LOWER ROOF (TYP):
 5" ALUMINUM K-STYLE GUTTER ON
 1x10 FASCIA OVER 1x8 FRIEZE
 BOARD WITH 2X6 BAND BOARD




 EXISTING BASEMENT STUCCO 4
 NEW COVERED ENTRY
 NEW BASEMENT NEW BLUESTONE PAVER RAISED TERRACE WITH BLUESTONE
 ON CONCRETE STOOP FINISH AND STONE FACE

 EXISTING STONE VENEER
 ASSUMED EXISTING NO CHANGES LINE OF FIRST FLOOR
 FOOTING TO REMAIN (V.I.F.)
 1'-0" ELEVATION = 1'-0.25"
 #6 BARS @ 28" O.C. PER IRC 404.1.2(4)
 NEW CONCRETE CURB/LEDGE
EXISTING CONCRETE SLAB TO REMAIN R-19 CLOSED CELL FOAM
 INSULATION AT ALL NEW 10" CONCRETE FOUNDATION WALL
 (2) #4 BARS, CONTINUOUS FOUNDATION WITH (2) #5 BARS TOP & BOTTOM, WITH GRADE
 DAMPPROOFING ON 10"x20"
 3'-6" EXISTING WINDOW AND WELL TO REMAIN
 CONCRETE FOOTING WITH KEY.
 PROVIDE #4 DOWEL @32" O.C. MIN.
 EMBED INTO EXISTING FOUNDATION PROVIDE CAPILLARY BREAK
 NOTE: FOOTING SHALL BE A MIN. OF
 (MIN. 9"), GROUT SOLID
 1'-6"
 TWICE THE WIDTH OF THE
 FOUNDATION WALL IT SUPPORTS.
 EXISTING WINDOW AND
 4" CONCRETE SLAB ON "TEKFOIL" REFLECTIVE INSULATION ON 6 WELL TO REMAIN
 MIL. VAPOR BARRIER ON 6" OF 3/4" WASHED AGGREGATE ON
 GRANULAR BACKFILL OR UNDISTURBED SOIL.
 PROPOSED RIGHT &
 LINE OF BASEMENT FLOOR
 ELEVATION = (7'-3.5") LEFT ELEVATIONS
 EXISTING SOIL/GRAVEL TO
 BE UNTOUCHED LINE OF NEW BASEMENT FLOOR
 ELEVATION = (8'-9.5")
 #4 BARS @ 24" O.C. 18"
 PROVIDE THICKENED EDGE TO NEW CONC. SLAB WITH




 A-203
 #4 REBAR WHERE ADJACENT TO EXISTING FOOTING 16"


 4" Ø PERFORATED DRAIN PIPE SET W/ 12" OF GRAVEL COVER, COVERED IN HAND DIG LAST 5" OF FOOTING 1'-8"
 FILTER FABRIC, AT PERIMETER OF BASEMENT. PITCH TO SUMP. (TYP.)


 PROPOSED RIGHT/SOUTH ELEVATION SHEET 11 of 14
 WALL SECTION 1
 3 NOT TO SCALE
 NOT TO SCALE
 Return to Agenda
 Village of Skokie
 APPEARANCE COMMISSION APPLICATION
 Community Development Department - Building & Inspection Services Division
 5127 Oakton St. Skokie, IL 60077
 Phone 847/933-8223
 The Appearance Commission meets the 2nd Wednesday* of each month at 7:30 p.m.
 *Unless otherwise noted
 Applications will only be accepted in a PDF format.

 03/31/2026
APPLICATION DATE: _____________________________________

APPLICATION TYPE (Please check all that apply):
X New Construction 1st Floor Addition 2nd Floor Addition Façade Signage Other

LAND USE:
X Single Family Residential Multifamily Residential Mixed Use Commercial Industrial Other

 9525 Hamlin Ave. Evanston, IL 60203
SUBJECT ADDRESS: ___________________________________________________________________________

OWNER INFORMATION: Please print legibly.
NAME(S): Jorge & Cheryl Lezcano
ADDRESS: 9320 Lincolnwood Drive CITY, STATE ZIP: Evanston, IL 60203
PHONE#: EMAIL: jorge.lezcano@me.com

AGENT/PETITIONER INFORMATION (if other than owner):
NAME(S): Adam Zingrone
remov
ADDRESS: 1294 W. Northwest Highway CITY, STATE ZIP: Palatine, IL 60067
 ______________________________
 815-354-0384
PHONE #: ______________________________________ EMAIL: adam@zin-arch.com
 _______________________________________
Please submit the following PDFs to appearance@skokie.org to complete your digital-only application:
 1. Elevations, floor plans, and site plans. Scale ¼” = 1’-0” is preferred, but not required. If the file size is greater
 than 5MB, multiple emails are allowed. Ensure “Appearance Commission PDF” and the project’s property
 address are in the subject line of the email. Color elevations or one color rendering is required.
 2. Completed Zoning Information Worksheet (residential projects only)
 3. Photographs (all sides of the subject building and the fronts of neighboring buildings)
 4. Excerpts of brochures and/or cut sheets of new materials and colors proposed for the project. Matching
 existing materials and colors can be confirmed with the submitted photographs.
 5. Plat of Survey
Does your project include a green roof? Yes No X
* If your project includes a green roof you will placed at or near the top of the agenda.


 Fee Schedule
 Residential Site (new) … $100 plus $50.00 per unit
 Non-Residential Site* (new) … $100 plus $50.00 per 1,000 square feet (based on square footage of building)
 * Any non-residentially zoned site (Business, Industrial, Mixed-Use districts)
 Any Other Appearance Review (Additions, Façade, Sign Package, etc.) … $50.00
 If you have already paid for a preliminary plan review there is no charge.
 For Office Use Only:
 Case Number ____________________________ Meeting Date ________________________________________________
 Acct # NR Amt $ _________________________ Cash / Credit Card/ Check # ____________________________________


VOSDOCS-#149808-v18-Appearance_Commission_Application_form Revised 12/12/25
 ZONING INFORMATION WORKSHEET
 Please provide the following information for all permits involving new single-family dwellings, single-family
 additions or accessory structures in the R1 or R2 Single-Family districts.
 FORM MUST BE COMPLETED IN FULL.


ADDRESS 9525 Hamlin Ave. Evanston, IL 60203
 __________________________________________
 R-1 Single Family
 ZONING DISTRICT _________________

LOT INFO 99.5 130.76 13,011
 _________________ x _________________ = _________________ (This # goes on lines 1, 2, and 3)
 (LOT WIDTH) (LOT DEPTH) (TOTAL LOT AREA)

 TOTAL DIFFERENCE BETWEEN
 LOT AREA ALLOWED PROPOSED ALLOWED & PROPOSED

BUILDING AREA 13,011 5,204
 ____________(1) x .40 = ____________ 4,906
 ____________(4) -298
 + / - ____________
 6,506
 13,011 x .50 = ____________
IMPERMEABLE AREA ____________(2) 6,502
 ____________(5) -4
 + / - ____________

FLOOR AREA 7,807
 13,011 x .60 = ____________
 ____________(3) 4,823
 ____________(6) -2,984
 + / - ____________


 AREA EXISTING AREA NEW AREA PROPOSED
BASEMENT (50% above grade) 0
 _______________ + 0
 _______________ = _______________(A)

1ST FLOOR (Include attached garage
carport, covered porch, etc)* 0
 _______________ + 4,906 4,906
 _______________ = _______________(B)

2ND FLOOR * _______________ + 0
 0 _______________ = 0
 _______________(C)

ATTIC (6’-9” OR GREATER)
(2nd Floor top plate to top of roof) 0
 _______________ + 0
 _______________ = 0
 _______________(D)

ACCESSORY BUILDINGS
(Detached garage, shed, etc.) 0
 _______________ + 0
 _______________ 0
 = _______________(E)

DRIVEWAY/APRON 0
 _______________ 1,218
 + _______________ 1,218
 = _______________(F)

SIDEWALK & PATIO 0
 _______________ 378
 + _______________ 378
 = _______________(G)

* Any ceiling height 16 feet in height or greater will count twice.

PROPOSED BUILDING AREA (Add lines B & E) = 4,906
 _______________ (This # goes on line 4)

PROPOSED IMPERMEABLE AREA (Add lines B, E, F, & G) = 6,502
 _______________ (This # goes on line 5)

PROPOSED FLOOR AREA (Add lines A, B, C, D, & E) = 4,906
 _______________ (This # goes on line 6)

REAR YARD COVERAGE FOR ACCESSORY BUILDINGS:
99.5 30 2,985
_______________ x _______________ =_______________ x .30 = _______________ 895.5 0
 ________________________
 (rear yard width) (rear yard depth) (rear yard) (allowed) (proposed buildings in rear yard)
Rear yard is measured from the rear wall of the principal building to the rear lot line and from side lot line to side lot line.

The undersigned hereby acknowledges the accuracy of the above information and accepts full responsibility for any
discrepancies or inaccuracies.


______________________________________________ 05/27/2026
 ___________________________
Signature Date

______________________________________________ ___________________________
Reviewed by Community Development Department Date
VOSDOCS-#350061-v1-Zoning_Information_Worksheet.DOC
 1 2 3 4 5 6 7




 LEZCANO HOME



 NEW 1-STORY RESIDENCE
 NEW 1-STORY RESIDENCE



 LEZCANO HOME
F F




 9525 HAMLIN AVE.
 EVANSTON, IL 60203
 APPEARANCE COMMISSION REVIEW
 05/27/2026

E E




 9525 HAMLIN AVE.

 EVANSTON, IL 60203
 GENERAL DESCRIPTION OF WORK
 NEW SINGLE FAMILY HOME.

D D OWNER:


 CODE REVIEW CHERYL & JORGE LEZCANO
 9525 HAMLIN AVE.
 EVANSTON, IL 60203
 PROJECT ADDRESS: 9525 HAMLIN AVE.
 EVANSTON, IL 60203

 ARCHITECT:
 CODES USED: THE FOLLOWING CODES HAVE BEEN ADOPTED BY THE VILLAGE OF SKOKIE AND ANY
 CONSTRUCTION OR REPAIR MUST COMPLY WITH ALL APPLICABLE CODES.

 • 2021 INTERNATIONAL RESIDENTIAL CODE (IRC) WITH AMENDMENTS
 • 2021 INTERNATIONAL BUILDING CODE (IBC)WITH AMENDMENTS
 • 2014 STATE OF ILLINOIS PLUMBING CODE
 • 2020 NFPA NATIONAL ELECTRICAL CODE (NEC) WITH AMENDMENTS
 • 2021 INTERNATIONAL MECHANICAL CODE (IMC) WITH AMENDMENTS ZINGRONE ARCHITECTS, PLLC.
 • 2021 INTERNATIONAL FUEL GAS CODE (IFGC) WITH AMENDMENTS ILLINOIS DESIGN FIRM LICENSE # 184009058-0001
 • 2018 ILLINOIS ENERGY CONSERVATION CODE (IECC) WITH AMENDMENTS A: 1294 W. NORTHWEST HIGHWAY, PALATINE, IL 60067
 • 2018 ILLINOIS ACCESSIBILITY CODE P: 815.354.0384
 • 2021 INTERNATIONAL FIRE CODE (IFC) E: ADAM@ZIN-ARCH.COM
 • 2021 LIFE SAFETY CODE W: ZIN-ARCH.COM
 PROJECT #:24-034.00
C C
 DESIGN CRITERIA: GROUND SNOW LOAD............................................30 PSF
 BASIC WIND SPEED................................................90 MPH CONSULTANT:
 SEISMIC DESIGN CATEGORY.................................A
 WEATHERING...........................................................SEVERE
 FROST LINE DEPTH.................................................42 INCHES
 TERMITE...................................................................MODERATE TO HEAVY


 DESIGN LOADS: 1. FLOOR JOISTS: DESIGN DEFLECTION -L/360. DESIGN TO SUPPORT AT LEAST A 40 POUND
 LIVE LOAD AND A 10 POUND DEAD LOAD.
 2. CEILING JOISTS: DESIGN DEFLECTION -L/240. WHEN THE ROOF PITCH IS STEEPER THAN
 3:12, AND THE CLEAR HEIGHT IN THE ATTIC IS GREATER THAN 30 INCHES; THE CEILING
 JOISTS MUST BE DESIGNED TO SUPPORT AT LEAST A 20 POUND LIVE LOAD AND A 10 POUND
 DEAD LOAD. SEAL:
 3. ROOF RAFTERS: DESIGN DEFLECTION -L/180. DESIGN TO SUPPORT AT LEAST A 30 POUND
 LIVE LOAD AND A 7 POUND DEAD LOAD WHEN NOT SUPPORTING A CEILING LOAD.

 SITE SETBACKS: FRONT = 35'-0" (AVERAGE OF ADJACENT EXISTING HOMES)
 SIDE = 10'-0"
 REAR = 26'-0"

 CONSTRUCTION TYPE: V-B
B B
 ZONING CLASSIFICATION: R1 - SINGLE FAMILY
 FLOOR AREA: 3,657 S.F. (1ST FLOOR)
 831 S.F. (GARAGE)
 1,698 S.F. (FINISHED BASEMENT)

 TOTAL: 6,186 S.F.
 ISSUE DRAWING LOG:
 FOOTPRINT: 4,488S.F.


 SPRINKLERED: YES, NFPA 13D SYSTEM TO BE SUBMITTED BY FIRE SPRINKLER
 CONTRACTOR.

 FIRE ALARM: NO




 SHEET INDEX
 SHEET NUMBER SHEET DESCRIPTION
 APPEARANCE REVIEW
 05/27/2026 APPEARANCE COMMISSION REVIEW
A A-0.0 COVER SHEET A
 A-1.0 PLAT OF SURVEY/ SITE PLAN
 SHEET TITLE:
 A-1.1 EXISTING SITE CONTEXT
 A-2.0
 A-2.1
 BASEMENT FLOOR PLAN
 FIRST FLOOR PLAN
 COVER SHEET
 A-2.2 ROOF PLAN
 A-3.0 EXTERIOR ELEVATIONS
 A-3.1 EXTERIOR ELEVATIONS




 A-0.0
 SHEET NUMBER:
 A-3.2 EXTERIOR RENDERINGS
 A-3.3 EXTERIOR RENDERINGS
 TOTAL SHEETS: 10


 1 2 3 4 5 6 7
 TIME OF PRINT: 5/27/2026 2:38:39 PM © 2026 ZINGRONE ARCHITECTS, PLLC.
 1 2 3 4 5 6 7




 NEW 1-STORY RESIDENCE
 EXISTING FENCE


 130.76'




 LEZCANO HOME
F F
 33' - 0"
 64' - 1" 5' - 8"
 10' - 0"

 SIDE SETBACK


 D W

 13' - 1"
 COVERED PATIO
 73 SF
 18' - 4"
 CONCRETE DRIVEWAY

 24' - 9
 "
 LINE OF ROOF OVERHANG

 1' -
 6"
 19' - 4"




 HAMLIN AVE.
E E

 35' - 0"
 FRONT SETBACK 6' - 0"
 COLUMNS FOR ENCROACHMENT
 COVERED ENTRY




 9525 HAMLIN AVE.
 99.50' 33' - 4"
 COVERED PROPOSED SINGLE STORY RESIDENCE COVERED PATIO
 79' - 6"
 99.50'
 15' - 6" ENTRY 4,448 SF 283 SF 24' - 8"
 92 SF




 EVANSTON, IL 60203
 EXISTING FENCE
 24' -
 2"

 33'
 - 2" 4' - 9" 5' - 0"



D D OWNER:

 CHERYL & JORGE LEZCANO
 9525 HAMLIN AVE.
 CONCRETE DRIVEWAY PAVER EVANSTON, IL 60203
 22' - 6" 22' - 6"
 PATIO

 4' - 0"
 ARCHITECT:
 LINE OF ROOF
 OVERHANG
 3' - 0"
 10' - 0"

 SIDE SETBACK
 LINE OF ROOF OVERHANG ZINGRONE ARCHITECTS, PLLC.
 35' - 0" 69' - 9" 26' - 0" ILLINOIS DESIGN FIRM LICENSE # 184009058-0001
 FRONT SETBACK REAR SETBACK A: 1294 W. NORTHWEST HIGHWAY, PALATINE, IL 60067
 P: 815.354.0384
 130.76' EXISTING FENCE
 E: ADAM@ZIN-ARCH.COM
 W: ZIN-ARCH.COM
 PROJECT #:24-034.00
C C

 CONSULTANT:




 N
 SITE PLAN SEAL:

 1" = 10'-0"




 EXISTING LOT COVERAGE CALCULATIONS:
B B
 • 13,011 SF Total Lot Area


 PERCENTAGE COVERAGE CALCULATIONS:
 ISSUE DRAWING LOG:
 LOT AREA:
 • 13,011 SF Lot Area

 BUILDING AREA
 • 4,448 SF Home and Garage Footprint
 • 92 SF Covered Front Entry Canopy
 • 283 SF Covered Rear Patio
 • 83 SF Covered Rear Patio
 4,906 SF TOTAL

 SITE PAVING:
 • 1,218 SF Driveway/ Apron (Cast in Place Concrete)
 05/27/2026 APPEARANCE COMMISSION REVIEW
A • 378 SF Sidewalk/ Patio (Concrete Pavers) A
 SHEET TITLE:
 Refer to Zoning worksheet for area calculations
 PLAT OF SURVEY/ SITE PLAN




 A-1.0
 SHEET NUMBER:




 1 2 3 4 5 6 7
 TIME OF PRINT: 5/27/2026 2:39:00 PM © 2026 ZINGRONE ARCHITECTS, PLLC.
 1 2 3 4 5 6 7




 LEZCANO HOME NEW 1-STORY RESIDENCE
F F




E E




 9539 HAMLIN AVE. 9535 HAMLIN AVE.

 9525 HAMLIN AVE.

 EVANSTON, IL 60203
D D OWNER:

 CHERYL & JORGE LEZCANO
 9525 HAMLIN AVE.
 EVANSTON, IL 60203




 ARCHITECT:




 ZINGRONE ARCHITECTS, PLLC.
 ILLINOIS DESIGN FIRM LICENSE # 184009058-0001
 A: 1294 W. NORTHWEST HIGHWAY, PALATINE, IL 60067
 P: 815.354.0384
 E: ADAM@ZIN-ARCH.COM
 W: ZIN-ARCH.COM
 PROJECT #:24-034.00
C C

 CONSULTANT:




 9525 HAMLIN AVE.


 SEAL:




B B




 ISSUE DRAWING LOG:




 05/27/2026 APPEARANCE COMMISSION REVIEW
A A
 SHEET TITLE:

 EXISTING SITE CONTEXT
 9515 HAMLIN AVE. 3750 FOSTER ST.



 A-1.1
 SHEET NUMBER:




 1 2 3 4 5 6 7
 TIME OF PRINT: 5/27/2026 2:39:01 PM © 2026 ZINGRONE ARCHITECTS, PLLC.
 1 2 3 4 5 6 7




 130.76'




 NEW 1-STORY RESIDENCE
 A-3.1

 1
 69' - 9"




 LEZCANO HOME
F F




 W


 D
 LAUNDRY BED 2
 9'-5" x 10'-0" 15'-2" x 12'-6" PATIO
 CLOSET




 5-CAR GARAGE
 23' - 9" 34'-6" x 22'-6"

 DRIVEWAY
E E
 MUDROOM
 32' - 4"
 7'-3" x 9'-11" CLOSET BATH CLOSET
 BATH 5'-0" x 8'-8"
 5'-0" x 9'-0"




 9525 HAMLIN AVE.
 POWDER BED 3
 5'-0" x 6'-0" 13'-4" x 12'-10"
 STAIRS TO BASEMENT DN CLOSET




 14' - 1" EVANSTON, IL 60203
 35' - 0"

D PATIO D OWNER:

 CHERYL & JORGE LEZCANO
 9525 HAMLIN AVE.
 EVANSTON, IL 60203
 3' - 3" 15' - 0"
 36' - 6" 79' - 6"


 99.50'
 ARCHITECT:


 2 A-3.0 99.50'
 FIREPLACE FIREPLACE
 13' - 7" 12' - 0" FOYER GREAT ROOM
 PATIO 24' - 8"
 5'-0" x 8'-0" 27'-2" x 29'-2"
 15'-0" x 26'-5"
 A-3.0 1
 ZINGRONE ARCHITECTS, PLLC.
 ILLINOIS DESIGN FIRM LICENSE # 184009058-0001
 A: 1294 W. NORTHWEST HIGHWAY, PALATINE, IL 60067
 P: 815.354.0384
 E: ADAM@ZIN-ARCH.COM
 W: ZIN-ARCH.COM
 PROJECT #:24-034.00
C C

 5' - 8" CONSULTANT:
 PATIO




 CLOSET
 SEAL:

 HER WIC
 HIS CLOSET
 10'-3" x 8'-7"
 DINING KITCHEN PRIMARY BED
 PAVER PATIO 22' - 6"
 13'-5" x 21'-4" 9'-5" x 17'-3" 12'-0" x 21'-4"

B B
 BED 1
 PANTRY 10'-0" x 14'-7"
 5'-0" X 7'-11" PRIMARY BATH
 17'-0" x 8'-7"
 ISSUE DRAWING LOG:




 2

 A-3.1



 05/27/2026 APPEARANCE COMMISSION REVIEW
A
 130.76' A
 SHEET TITLE:
 N FIRST FLOOR PLAN
 FIRST FLOOR PLAN
 3/16" = 1'-0"




 A-2.1
 SHEET NUMBER:




 1 2 3 4 5 6 7
 TIME OF PRINT: 5/27/2026 2:39:03 PM © 2026 ZINGRONE ARCHITECTS, PLLC.
 1 2 3 4 5 6 7




 LEZCANO HOME NEW 1-STORY RESIDENCE
F F
 PREFINISHED GUTTER AND RAIN CHAIN
 DOWNSPOUTS




 4" / 12"



 4" / 12"




E E
 4" / 12"

 4" / 12"


 4" / 12"




 2" / 12" 4" / 12" 9525 HAMLIN AVE.


 LIVING ROOM ROOF
 EVANSTON, IL 60203
 3' - 0"
D D OWNER:
 COVERED ENTRY ROOF

 CHERYL & JORGE LEZCANO
 9525 HAMLIN AVE.
 EVANSTON, IL 60203
 4" / 12"
 4" / 12"

 ARCHITECT:


 DOUBLE SIDED
 4" / 12" 4" / 12" 2" / 12"
 4" / 12" INTERIOR/EXTERIOR STONE
 FIREPLACE

 ZINGRONE ARCHITECTS, PLLC.
 ILLINOIS DESIGN FIRM LICENSE # 184009058-0001
 A: 1294 W. NORTHWEST HIGHWAY, PALATINE, IL 60067
 4" / 12" P: 815.354.0384
 ARCHITECTURAL SHINGLE ROOF E: ADAM@ZIN-ARCH.COM
 W: ZIN-ARCH.COM
 PROJECT #:24-034.00
C C
 4" / 12"
 CONSULTANT:




 4" / 12"


 SEAL:



 4" / 12"
 4" / 12"




B B




 4" / 12"

 ISSUE DRAWING LOG:




 PREFINISHED GUTTER AND RAIN CHAIN
 DOWNSPOUTS



 05/27/2026 APPEARANCE COMMISSION REVIEW
A A
 SHEET TITLE:
 N ROOF PLAN
 ROOF PLAN
 3/16" = 1'-0"




 A-2.2
 SHEET NUMBER:




 1 2 3 4 5 6 7
 TIME OF PRINT: 5/27/2026 2:39:06 PM © 2026 ZINGRONE ARCHITECTS, PLLC.
 1 2 3 4 5 6 7




 23' - 8"




 NEW 1-STORY RESIDENCE
 STONE VENEER CHIMNEY




 ARCHITECTURAL ASPHALT SHINGLES
 PRE-FINISHED GUTTERS




 LEZCANO HOME
F F


 T/WALL HIGH
 FIBERGLASS FRAME WINDOWS 15' - 11"
 FIBER CEMENT LAP SIDING WITH
 MATCHING TRIM BOARDS


 ARCHITECTURAL ASPHALT SHINGLES ARCHITECTURAL ASPHALT SHINGLES
 PRE-FINISHED GUTTERS PRE-FINISHED GUTTERS


 T/WALL
 9' - 0"
 FIBER CEMENT TRIM BOARD
 RAIN CHAIN DOWNSPOUTS
 PRE-FINISHED WOOD SOFFIT
 PRE-FINISHED WOOD CLADDING
 RAIN CHAIN DOWNSPOUTS
 9' - 0" FINISHED PANEL SECTIONAL 9' - 5" FIBERGLASS FRAME WINDOWS 9' - 0"
E OVERHEAD GARAGE DOORS E

 STONE VENEER WITH LIMESTONE STONE VENEER WALL W/ LIMESTONE CAP
 CAP
 2' - 0"
 T/1ST FLOOR
 0' - 0"
 GRADE (V.I.F.)
 -0' - 6"



 9525 HAMLIN AVE.
 FINISHED WOOD POST
 STONE VENEER ENTRY PILLARS W/
 LIMESTONE CAP




 EVANSTON, IL 60203
D D
 T/BASEMENT OWNER:
 -11' - 0"
 CHERYL & JORGE LEZCANO
 9525 HAMLIN AVE.
 EVANSTON, IL 60203

 ELEVATION - FRONT
 1/4" = 1'-0"
 ARCHITECT:




 STONE VENEER CHIMNEY ZINGRONE ARCHITECTS, PLLC.
 ILLINOIS DESIGN FIRM LICENSE # 184009058-0001
 A: 1294 W. NORTHWEST HIGHWAY, PALATINE, IL 60067
 P: 815.354.0384
 E: ADAM@ZIN-ARCH.COM
 W: ZIN-ARCH.COM
 ARCHITECTURAL ASPHALT SHINGLES PROJECT #:24-034.00
C PRE-FINISHED GUTTERS C

 CONSULTANT:
 T/WALL HIGH
 FIBERGLASS FRAME WINDOWS 15' - 11"
 FIBER CEMENT LAP SIDING WITH
 MATCHING TRIM BOARDS


 ARCHITECTURAL ASPHALT SHINGLES ARCHITECTURAL ASPHALT SHINGLES
 PRE-FINISHED GUTTERS PRE-FINISHED GUTTERS

 SEAL:
 T/WALL
 9' - 0"
 RAIN CHAIN DOWNSPOUTS
 RAIN CHAIN DOWNSPOUTS

 FIBER CEMENT LAP SIDING WITH
 MATCHING TRIM BOARDS
 FIBERGLASS SLIDING GLASS DOORS
B B
 FIBERGLASS FRAME WINDOWS PRE-FINISHED WOOD CLADDING


 STONE VENEER BASE WITH
 LIMESTONE CAP T/1ST FLOOR
 0' - 0"
 GRADE (V.I.F.) ISSUE DRAWING LOG:
 -0' - 6"
 PRE-FINISHED WOOD CLADDING OUTDOOR FIREPLACE




 05/27/2026 APPEARANCE COMMISSION REVIEW
A A
 T/BASEMENT SHEET TITLE:
 -11' - 0"
 EXTERIOR ELEVATIONS




 A-3.0
 ELEVATION - REAR
 SHEET NUMBER:

 1/4" = 1'-0"



 1 2 3 4 5 6 7
 TIME OF PRINT: 5/27/2026 2:39:11 PM © 2026 ZINGRONE ARCHITECTS, PLLC.
 1 2 3 4 5 6 7




 STONE VENEER CHIMNEY




 NEW 1-STORY RESIDENCE
 T/WALL HIGH




 LEZCANO HOME
F F
 15' - 11"



 ARCHITECTURAL ASPHALT SHINGLES
 PRE-FINISHED GUTTERS


 T/WALL
 9' - 0"
 FINISHED WOOD POST

 RAIN CHAIN DOWNSPOUTS
 STONE VENEER PORTE COCHERE
 PILLARS W/ LIMESTONE CAP
 FIBER CEMENT LAP SIDING WITH
 MATCHING TRIM BOARDS

 PRE-FINISHED WOOD CLADDING

 STONE VENEER BASE WITH
E E
 LIMESTONE CAP T/1ST FLOOR
 0' - 0"
 GRADE (V.I.F.)
 FIBER CEMENT LAP SIDING WITH -0' - 6"
 MATCHING TRIM BOARDS

 STONE VENEER BASE WITH




 9525 HAMLIN AVE.
 LIMESTONE CAP



 FIBERGLASS FRAME WINDOWS




 T/BASEMENT
 EVANSTON, IL 60203
 -11' - 0"
D D OWNER:


 ELEVATION - NORTH CHERYL & JORGE LEZCANO
 9525 HAMLIN AVE.
 1/4" = 1'-0" EVANSTON, IL 60203




 ARCHITECT:




 STONE VENEER CHIMNEY ZINGRONE ARCHITECTS, PLLC.
 ILLINOIS DESIGN FIRM LICENSE # 184009058-0001
 A: 1294 W. NORTHWEST HIGHWAY, PALATINE, IL 60067
 P: 815.354.0384
 E: ADAM@ZIN-ARCH.COM
 W: ZIN-ARCH.COM
 PROJECT #:24-034.00
C C

 CONSULTANT:
 T/WALL HIGH
 15' - 11"



 ARCHITECTURAL ASPHALT SHINGLES
 PRE-FINISHED GUTTERS


 T/WALL SEAL:
 9' - 0"
 FINISHED WOOD POST

 RAIN CHAIN DOWNSPOUTS
 STONE VENEER PORTE COCHERE
 PILLARS W/ LIMESTONE CAP
 FIBER CEMENT LAP SIDING WITH
 MATCHING TRIM BOARDS
B FIBERGLASS FRAME WINDOWS B



 T/1ST FLOOR
 0' - 0"
 GRADE (V.I.F.)
 ISSUE DRAWING LOG:
 -0' - 6"
 STONE VENEER WALL WITH
 LIMESTONE CAP STONE VENEER BASE WITH
 LIMESTONE CAP
 PRE-FINISHED WOOD CLADDING




 05/27/2026 APPEARANCE COMMISSION REVIEW
A T/BASEMENT A
 -11' - 0" SHEET TITLE:

 EXTERIOR ELEVATIONS
 ELEVATION - SOUTH
 1/4" = 1'-0"




 A-3.1
 SHEET NUMBER:




 1 2 3 4 5 6 7
 TIME OF PRINT: 5/27/2026 2:39:16 PM © 2026 ZINGRONE ARCHITECTS, PLLC.
 1 2 3 4 5 6 7




 LEZCANO HOME NEW 1-STORY RESIDENCE
F F




E E




 9525 HAMLIN AVE.

 EVANSTON, IL 60203
D D OWNER:

 CHERYL & JORGE LEZCANO
 9525 HAMLIN AVE.
 EVANSTON, IL 60203



 EXTERIOR PERSPECTIVE FRONT 01 ARCHITECT:




 ZINGRONE ARCHITECTS, PLLC.
 ILLINOIS DESIGN FIRM LICENSE # 184009058-0001
 A: 1294 W. NORTHWEST HIGHWAY, PALATINE, IL 60067
 P: 815.354.0384
 E: ADAM@ZIN-ARCH.COM
 W: ZIN-ARCH.COM
 PROJECT #:24-034.00
C C

 CONSULTANT:




 SEAL:




B B




 ISSUE DRAWING LOG:




 05/27/2026 APPEARANCE COMMISSION REVIEW
A A
 SHEET TITLE:

 EXTERIOR RENDERINGS




 A-3.2
 SHEET NUMBER:


 EXTERIOR PERSPECTIVE FRONT 02
 1 2 3 4 5 6 7
 TIME OF PRINT: 5/27/2026 2:39:29 PM © 2026 ZINGRONE ARCHITECTS, PLLC.
 1 2 3 4 5 6 7
 Return to Agenda




 LEZCANO HOME NEW 1-STORY RESIDENCE
F F




E E




 9525 HAMLIN AVE.

 EVANSTON, IL 60203
D D OWNER:

 CHERYL & JORGE LEZCANO
 9525 HAMLIN AVE.
 EVANSTON, IL 60203




 EXTERIOR PERSPECTIVE REAR 03 ARCHITECT:




 ZINGRONE ARCHITECTS, PLLC.
 ILLINOIS DESIGN FIRM LICENSE # 184009058-0001
 A: 1294 W. NORTHWEST HIGHWAY, PALATINE, IL 60067
 P: 815.354.0384
 E: ADAM@ZIN-ARCH.COM
 W: ZIN-ARCH.COM
 PROJECT #:24-034.00
C C

 CONSULTANT:




 SEAL:




B B




 ISSUE DRAWING LOG:




 05/27/2026 APPEARANCE COMMISSION REVIEW
A A
 SHEET TITLE:

 EXTERIOR RENDERINGS




 A-3.3
 SHEET NUMBER:



 EXTERIOR PERSPECTIVE REAR 04
 1 2 3 4 5 6 7
 TIME OF PRINT: 5/27/2026 2:39:37 PM © 2026 ZINGRONE ARCHITECTS, PLLC.