Appearance Commission — Skokie, IL
Date: 2025-01-08

Agenda for
 APPEARANCE COMMISSION
 January 8, 2025 | 7:30 PM
 Skokie Village Hall, 5127 Oakton Street - Council Chambers
 1) Call to Order Declaration of Quorum

 2) Roll Call

 3) Approval of Meeting Minutes December 11, 2024

 4) New Business
 a. 2024-057A- 9303 Lincolnwood Dr (Residential)
 Applicant & Owner: Christopher Glomp & Chantell Johnson
 Request: 2-story addition

 b. 2024-058A – 4750 Keeney St (Mixed-Use)
 Applicant & Owner: 8101 Skokie Blvd LLC
 Request: New Mixed-Use Building

 5) Public Comment

 6) Communications from Staff

 7) Adjournment




Individuals with questions or feedback about an agenda item may contact Brian Augustine,
brian.augustine@skokie.org or 847-933-8408 with the Community Development Department
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.

The Village encourages individuals to sign-up for its eNews for important information from the City and
its government partners by visiting www.skokie.org
Doc # 623957
 DRAFT – NOT APPROVED


 Meeting Minutes for
 Appearance Commission
 December 11, 2024 | 7:30 PM
Skokie Village Hall | 5127 Oakton Street, Skokie IL 60077 | Council Chambers
 Members Present: Michael Lynk, Chair
 Thomas DaMario, Vice Chair
 Joe Maschek
 Julie Naumiak
 Jay Pathak
 Archana Shah
 Maryjane Klein
 Members Absent:
 Presiding Officer: Brian Augustine, Zoning Administrator
 Staff Present: Jose Acosta, Planning Coordinator
 Others Present:


 1) Time Meeting was Called to Order/Declaration of Quorum

 A quorum being present, Chairman Lynk called the meeting to order at 7:30 PM.

 2) Approval of Meeting Minutes

 A motion was made by Commissioner Maschek to approve the minutes of the November
 13, 2024 Appearance Commission meeting. The motion was seconded by Commissioner
 DaMario. All members voted aye with one absence.

 3) Old Business

 2024-030A – 7701 Laramie Avenue (Residential)
 Applicant: David Ansani
 Owner: Jinder Singh
 Request: 2nd floor addition

 Discussion & Interested Parties
 Staff comments were read into the record.

 The petitioner reminded the Commissioners of the previous Appearance Commission
 meeting where they had commented that they would like to see a mix of Hardie Board
 material and brick on the building façade rather than the predominantly brick elevation
 that was previously proposed. The petitioner clarified that they will now be using brick
 for the first floor and a six (6) inch Hardie Board cementitious siding for the 2nd floor



623690
 DRAFT – NOT APPROVED


 Chairman Lynk asked to clarify that although the renderings and elevations being
 presented before the Commission do not show first-floor brick and second floor Hardie
 board being proposed, that this will be the case for their proposal. The petitioner confirms
 that this is accurate.

 Chairman Lynk asked the petitioner if the proposed brick on the addition will match the
 existing brick. The petitioner confirmed that they will match the existing brick.

 Commissioner DaMario requested to see a sample of the Hardie Board material being
 used for the proposal. Chairman Lynk asked the petitioner to clarify what color will be
 used for the Hardie Board Material since the rendering appears to be a yellow color. The
 petitioner clarified that they will be using more of a white color. Commissioner Maschek
 asked to clarify if the Hardie board material will have a wood finish as stated in the
 submittals. The petitioner confirms this to be accurate.

 Commissioner Maschek commented that this proposal is an improvement from their
 previous submittal and is glad to see that the petitioner took into consideration staff
 comments.

 Recommendation & Voting
 A motion was made to grant a Certificate of Appropriateness with the provision that the
 first floor be entirely brick material and second floor be composed of fiber cement lap
 siding in the Sherwin-Williams “Snow White” color. The vote was unanimous with one
 absence.

 Motion: Thomas DaMario Second: Jay Pathak
 Ayes: 6
 Nays: 0
 Absent: 1

 4) New Business

 2024-052A – 5047 Culver Street (Residential)
 Applicant & Owner: Joseph Kirsch
 Request: 2nd floor addition

 Discussion & Interested Parties
 Staff comments were read into the record.

 Brian Augustine, the presiding officer, clarified the location of the proposed addition for
 the Commissioners.

 Chairman Lynk asked the petitioner if they will be matching existing siding. The
 petitioner clarified that the image they were looking at was a rendering and the existing
 façade contains a “yellow-ish” brick and a white siding.




623690
 DRAFT – NOT APPROVED


 Commissioner DaMario asked if the façade will be painted a different color based on the
 rendering provided. The petitioner clarified that they will stain the brick as it is healthier
 for the brick and will be replacing all of the siding.

 Recommendation & Voting
 A motion was made to grant a Certificate of Appropriateness as presented. The vote was
 unanimous with one absence.

 Motion: Joe Maschek Second: Jay Pathak

 Ayes:6
 Nays:0
 Absent: 1


 2024-053A – 4609 Elm Terrace (Residential)
 Applicant: Danielle Scaccia of Archadeck of Chicagoland
 Owner: Susan Phillips
 Request: 1st floor addition

 Discussion & Interested Parties
 Staff comments were read into the record.

 Chairman Lynk asked to clarify if the section of the elevations with the four windows is
 the extent of the addition. The petitioner confirmed this to be accurate.

 Chairman Lynk also asked the petitioner if they will be matching existing material. The
 petitioner confirmed that they will use cedar lap siding and will stain the siding to match
 the existing color.

 Recommendation & Voting
 A motion was made to grant a Certificate of Appropriateness as presented. The vote was
 unanimous.

 Motion: Archana Shah Second: Julie Naumiak
 Ayes: 7
 Nays: 0



 2024-054A – 5011 Estes Avenue (Residential)
 Applicant & Owner: Admir Rosic
 Request: 2nd floor addition

 Discussion & Interested Parties
 Staff comments were read into the record.


623690
 DRAFT – NOT APPROVED


 Commissioner Maschek continued with the motion granting the Certificate of
 Appropriateness given there was no comment from the Commission.

 Recommendation & Voting
 A motion was made to grant a Certificate of Appropriateness as presented. The vote was
 unanimous.

 Motion: Joe Maschek Second: Archana Shah
 Ayes: 7
 Nays: 0



 2024-055A – 50 Williamsburg Road (Residential)
 Applicant: Tom Bassett-Dilley Architects, Mark Melvin
 Owner: Scott Cooper & Mutsuko Sugita
 Request: 1st and 2nd floor addition

 Discussion & Interested Parties
 Staff comments were read into the record.

 The petitioner explained that they proposed to include a significant amount of masonry
 on the east elevation behind the existing chimney to conform with the 51% masonry
 requirement.

 Commissioner Maschek commented that he agrees with the proposal and thinks it is a
 good solution to meet the masonry requirement.

 Commissioner Naumiak commented that she is not in favor of the solar panels on the
 south elevation. The presiding officer, Mr. Brian Augustine, commented that the
 petitioner could have submitted materials not showing the solar panels and then applied
 for a permit and they would still be allowable, clarifying that the solar panels are not in
 the purview of the Appearance Commission.

 Commissioner Maschek asked if the brick will match the current existing brick color. The
 petitioner confirmed that the addition will match the existing color.

 Chairman Lynk asked if the proposed masonry on the east elevation was a response to the
 51 % masonry requirement and comments that he would rather see the previous proposal
 with less brick shown on the east elevation.

 The Commissioners discussed the location of the brick on the east elevation and many
 Commissioners questioned why masonry is not proposed along the first floor instead. The
 petitioner explained that it ultimately was a stylistic choice and it brought in to question
 the layout of the rear elevation.



623690
 DRAFT – NOT APPROVED


 Commissioner DaMario asked if the proposed added masonry is on the same plane as the
 existing. The petitioner clarified that the masonry is proud about 3 inches from the
 façade.

 The petitioner added that their neighborhood is supportive of their proposal.

 Recommendation & Voting
 A motion was made to grant a Certificate of Appropriateness as revised and resubmitted.
 The vote was unanimous.

 Motion: Joe Maschek Second: Maryjane Klein
 Ayes: 6
 Nays: 1




 2024-056A – 4919 Main Street (Non-residential)
 Applicant: Pickledilly LLC
 Owner: 4820 & 4910 LTD
 Request: Signage

 Discussion and Interested Parties
 Staff comments were read into the record.

 Chairman Lynk asked Brian Augustine, the presiding officer, if he can confirm that staff
 is supportive of the proposal. Mr. Augustine confirmed.

 Chairman Lynk asked for clarification on what the business does. Chris Canning, the
 applicant’s attorney and representative clarified that Pickledilly is an indoor pickleball
 facility. Mr. Canning further mentions that they have been to the Plan Commission for a
 Special Use Permit and have gone to the Village Board of Trustees for approval. Mr.
 Canning also mentions that they will be required be heard before the Zoning Board of
 Appeals due to the size of the signage exceeding what is allowable by the Village of
 Skokie Sign Code.

 Recommendation & Voting
 A motion was made to grant a Certificate of Appropriateness as presented. The vote was
 unanimous.

 Motion: Julia Naumiak Second: Jay Pathak
 Ayes: 7
 Nays: 0




623690
 DRAFT – NOT APPROVED


 5) Approval of 2025 Appearance Commission Meeting Dates

 Recommendation & Voting

 A motion was made to approve the dates for the 2025 Appearance Commission as
 presented. The vote was unanimous.

 Motion: Julia Naumiak Second: Jay Pathak
 Ayes: 7
 Nays: 0

 6) Public Comment

 There were no members of the public present to provide public comment.

 7) Adjournment

 Meeting adjourned at 8:00 PM

Respectfully Submitted

Jose Acosta,
Planning Coordinator




623690
MEMORANDUM
Community Development Department

To: Michael Lynk, Appearance Commission Chair
 Appearance Commission Members

From: Brian J Augustine, Zoning Administrator/Permit Supervisor
 Jose Acosta, Planning Coordinator

Date: January 8, 2025

SUBJECT: APPEARANCE COMMISSION STAFF REPORT

Staff offers the following comments on the cases scheduled for the January 8, 2025, Appearance
Commission meeting:

NEW BUSINESS:

RESIDENTIAL REQUESTS

2024-057A 9303 Lincolnwood Dr – The applicant is proposing to construct a two-story addition
 containing a garage, sitting room, great room and bedroom. The existing garage will
 be demolished. Due to the size of the addition, it appears a fire sprinkler will be
 required throughout the entire home. This will be determined when final plans are
 submitted in for permit review.

 Staff has no objections to the proposed elevations. The south elevation looks nice
 with its abundance of windows. Staff would like to see the new window on the east
 elevation match the existing window on the east elevation. Normally staff would
 request windows get added on a blank wall (north elevation – addition), but in this
 case staff will defer to the Appearance Commission if they feel it is necessary.

MIXED USE REQUESTS

2024-058A 4750 Keeney St – The applicant is proposing to construct new 5-story mixed use
 building. The building will contain 20 residential units, first floor commercial space
 and have enclosed parking. This request was heard at the November 21, 2024 Plan
 Commission and will be scheduled for a Village Board presentation in 2025.

 Staff has no objections overall to the proposed elevations. The lighter brick and black
 accents on the building work well together. The glass balcony guard rails are a nice
 touch and are preferred over standard metal railings.

 The north elevation is the only area where staff would like to see some feature or
 banding added to break up the solid brick wall on the right (east side) of the elevation.
 The wall that the windows are on is setback and helps break the plane up, but
 something minimal can be added to help break up the solid wall to the right of the
 windows.

Doc 623964 – January 8, 2025 Appearance Staff Report
 1
 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: _____________________________________

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

SUBJECT ADDRESS: ___________________________________________________________________________

OWNER INFORMATION: Please print legibly.
NAME(S):
ADDRESS: CITY, STATE ZIP:
PHONE#: EMAIL:

AGENT/PETITIONER INFORMATION (if other than owner):
NAME(S): DAYTIME PHONE #: ____________________________
ADDRESS: CITY, STATE ZIP: ______________________________
EMAIL: SIGNATURE: __________________________________
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 # ____________________________________

 Any required fees or monies owed by the applicant to the Village must be paid as a condition of approval .
VOSDOCS-#149808-v15-Appearance_Commission_Application_form Revised 12/4/23
 2024 Appearance Commission Schedule



 Meeting Date Submittal Deadline

 January 10, 2024 December 27, 2023

 February 14, 2024 January 31, 2024

 March 27, 2024 March 13, 2024

 April 10, 2024 March 27, 2024

 May 8, 2024 April 24, 2024

 June 12, 2024 May 29, 2024

 July 10, 2024 June 26, 2024

 August 14, 2024 July 31, 2024

 September 11, 2024 August 28, 2024

 October 9, 2024 September 25, 2024

 November 13, 2024 October 30, 2024

 December 11, 2024 November 27, 2024




VOSDOCS-#149808-v15-Appearance_Commission_Application_form Revised 12/4/23
 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 9303 Lincolnwood Drive
 __________________________________________ R1
 ZONING DISTRICT _________________

LOT INFO 131.04
 _________________ 65.23
 x _________________ 8544.00
 = _________________ (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 8544.00
 ____________(1) 3417.60
 x .40 = ____________ 2502.50
 ____________(4) 915.10
 + / - ____________

IMPERMEABLE AREA 8544.00
 ____________(2) 4272.00
 x .50 = ____________ 4253.59
 ____________(5) 18.41
 + / - ____________

FLOOR AREA 8544.00
 ____________(3) 5126.40
 x .60 = ____________ 4248.06
 ____________(6) 878.34
 + / - ____________


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

1ST FLOOR (Include attached garage
carport, covered porch, etc)* 1500.29
 _______________ + 1008.00
 _______________ 2508.29
 = _______________(B)

2ND FLOOR * 1025.77
 _______________ + 714.00
 _______________ = 1739.77
 _______________(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 617.34
 _______________ + 393.56
 _______________ = 1010.90
 _______________(F)

SIDEWALK & PATIO 734.40
 _______________ + 0
 _______________ = 734.40
 _______________(G)

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

PROPOSED BUILDING AREA (Add lines B & E) = 2508.29
 _______________ (This # goes on line 4)

PROPOSED IMPERMEABLE AREA (Add lines B, E, F, & G) = 4253.59
 _______________ (This # goes on line 5)

PROPOSED FLOOR AREA (Add lines A, B, C, D, & E) = 4248.06
 _______________ (This # goes on line 6)

REAR YARD COVERAGE FOR ACCESSORY BUILDINGS:

_______________ x _______________ =_______________ x .30 = _______________ 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.


______________________________________________ 12-10-24
 ___________________________
Signature Date

______________________________________________ ___________________________
Reviewed by Community Development Department Date
VOSDOCS-#350061-v1-Zoning_Information_Worksheet.DOC
 R1 SINGLE-FAMILY DISTRICT
Village Code Section
118-111 (3) Building Height
 a. Detached residences with a lot width less than 60 feet the structure shall not exceed 28 feet. The distance
 from grade to the top of the eave, or top of beam for a flat roofed structure, shall not exceed 23 feet.
 b. Detached residences with a lot width between 60 and 85 feet the structure shall not exceed 30 feet. The
 distance from grade to the top of the eave, or top of beam for a flat roofed structure, shall not exceed 23 feet.
 c. Detached residences with a lot width greater than 85 feet the structure shall not exceed 32 feet. The distance
 from grade to the top of the eave, or top of beam for a flat roofed structure, shall not exceed 23 feet.
 * Subject to Appearance Commission Approval

118-111 (5) Front Yard – The minimum front yard shall be 25 feet in depth.

118-74 In the event that 40% or more of the lots fronting one side of a street within a block have established
 building setbacks, of a depth other than required for a front yard by the zoning district in which the lot is located,
 it will be necessary to check with a building official.

118-111 (6) Side Yards
 a. Detached residences with a lot width less than 85 feet – 2 side yards, neither of which is less than 6 feet in
 width.
 b. Detached residences with a lot width equal to or greater than 85 feet shall have combined side yards equal to
 20 percent of the lot width, and neither yard shall be less than 9 feet in width.
 e. A yard abutting a street – shall not be less than 17 feet, except if a corner lot of record on the effective date of
 his ordinance has insufficient width to provide such yard and still to maintain a buildable width of 20 feet, excluding
 he yard along the interior side lot line, then the side yard abutting the street may be reduced in width by the
 distance necessary to maintain such buildable width of 20 feet of building.


 R2 SINGLE-FAMILY DISTRICT
118-112 (3) Building Height
 a. Detached residences with a lot width less than 45 feet the structure shall not exceed 26 feet. The distance
 from grade to the top of the eave, or top of beam for a flat roofed structure, shall not exceed 23 feet.
 b. Detached residences with a lot width between 45 feet and 60 feet the structure shall not exceed 28 feet. The
 distance from grade to the top of the eave, or top of beam for a flat roofed structure, shall not exceed 23 feet.
 c. Detached residences with a lot width greater that 60 feet the structure shall not exceed 30 feet. The distance
 from grade to the top of the eave, or top of beam for a flat roofed structure, shall not exceed 23 feet.
 * Subject to Appearance Commission Approval

118-112 (5) Front Yard – The minimum front yard shall be 25 feet in depth.

118-74 In the event that 40% or more of the lots fronting one side of a street within a block have established building
 setbacks, of a depth other than required for a front yard by the zoning district in which the lot is located, it will be
 necessary to check with a building official.

118-112 (6) Side Yards
 a. Detached residences with a lot width less than 70 feet – 2 side yards, neither of which is less than 4 feet in
 width.
 b. Detached residences with a lot width equal to or greater than 70 feet shall have combined side yards equal to
 20 percent of the lot width, and neither yard shall be less than 7 feet in width.
 e. A yard abutting a street – shall not be less than 10 feet, except if a corner lot of record on the effective date of
 this ordinance has insufficient width to provide such yard and still maintain a buildable width of 20 feet, excluding
 the yard along the interior side lot line, then the side yard abutting the street may be reduced in width by the
 distance necessary to maintain such buildable width of 20 feet.

 R1 AND R2 SINGLE-FAMILY DISTRICTS
118-111 (7) Rear Yard

118-112 (7) a. The minimum rear yard shall be 30 feet in depth, or 20% of the depth of the lot, whichever is less.
 b. The minimum rear yard for a corner lot shall be 5 feet.




VOSDOCS-#350061-v1-Zoning_Information_Worksheet.DOC
 SAMPLE


 ZONING INFORMATION
 st
 WORKSHEET
 nd
 The following sample assumes a 1 and 2 floor addition and an addition to the patio/sidewalk.
 If you have any questions please contact the Building/Zoning Division at (847) 933-8223.



ADDRESS ________12345 Oakton Street _________________ ZONING DISTRICT _____R2_________

LOT INFO ______55___________ x ______120_________ = _____6,600_______ (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 ____6,600___(1) x .40 = ____2,640____ ____2,000___(4) + / - ____- 640____

IMPERMEABLE AREA ____6,600___(2) x .50 = ____3,300____ ____2,850___(5) + / - ____- 450____

FLOOR AREA ____6,600___(3) x .60 = ____3,960____ ____2,600___(6) + / - ____- 1,360___


 AREA EXISTING AREA NEW AREA PROPOSED
BASEMENT (50% above grade) _____0_________ + _____0_________ = ______0________(A)

1ST FLOOR (Include attached garage
carport, covered porch, etc)* ____1,200______ + _____400_______ = _____1,600______(B)

2ND FLOOR * _____400_______ + _____200_______ = ______600______(C)

ATTIC (6’-9” OR GREATER)
(2nd Floor top plate to top of roof) ______0________ + _______0_______ = _______0________(D)

ACCESSORY BUILDINGS
(Detached garage, shed, etc.) _____400_______ + ______ 0________ = ______400______(E)

DRIVEWAY/APRON ______100______ + _______0_______ = ______100______(F)

SIDEWALK & PATIO _____550_______ + ______200______ = _______750_____(G)

*Any ceiling height 16 feet in height or greater will count twice.
PROPOSED BUILDING AREA (Add lines B & E) = _____2,000_____ (This # goes on line 4)

PROPOSED IMPERMEABLE AREA (Add lines B, E, F, & G) = _____2,850_____ (This # goes on line 5)

PROPOSED FLOOR AREA (Add lines A, B, C, D, & E) = _____2,600_____ (This # goes on line 6)

REAR YARD COVERAGE FOR ACCESSORY BUILDINGS:

___55__________ x ____45_______ = ___2,475___ x .30 = ____742.5____ ___400_______________
 (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.

______________________________________________ ___________________________
Signature Date

______________________________________________ ___________________________
Reviewed by Community Development Department Date
VOSDOCS-#350061-v1-Zoning_Information_Worksheet.DOC
PRIVATE RESIDENCE
9303 LINCOLNWOOD DRIVE
SKOKIE, IL 60203

Chantell Johnson and Chris Glomp Owner
9303 Lincolnwood Drive
Skokie, Illinois 60203

Massey Associates Architects Architect MASSEY
4043 N. Ravenswood Avenue, Suite 207 ASSOCIATES
Chicago, Illinois 60613 ARCHITECTS

 4043 North Ravenswood . 207
 Chicago, Illinois 60613
 T:773. 2 .2900 F:773. 2 .2999
 www.masseyassociates.com




DRAWING LIST
Cover Sheet

ARCHITECTURAL
A1.0 Plat of Survey & Site Plan
A1.1 Existing Site Photos
A1.2 Existing Site Photos
A1.3 Existing Site Photos

A2.0 Basement Plan
A2.1 First Floor Plan
A2.2 Second Floor Plan
A2.3 Roof Plan

A3.0 Exterior Elevations ISSUED FOR: DATE:
A3.1 Exterior Elevations APPEARANCE REVIEW 12.11.2024
A3.2 Exterior Rendering

A4.0 Building Section


 PRIVATE
LIST OF CODES (As adopted by Village of Skokie)
 RESIDENCE
2021 International Residential Code with Amendments page
 9303 LINCOLNWOOD DR
2014 State of Illinois Plumbing Code
 SKOKIE, IL 60203
2020 National Electric Code with Amendments page
2021 International Mechanical Code with Amendments page
2021 International Fuel Gas Code with Amendments page
2021 International Energy Code w/Illinois Amendments (State Required)
2021 International Fire Code with Amendments page
2021 Life Safety Code COVER
 SHEET


ISSUED FOR APPEARANCE REVIEW
DECEMBER 11, 2024
 MASSEY
 ASSOCIATES
 ARCHITECTS

 4043 North Ravenswood . 207
 Chicago, Illinois 60613
 T:773.525.2900 F:773.525.2999
 www.masseyassociates.com




 6'-0"




 SIDE YARD SETBACK 8'-0" DRAINAGE
 + UTILITY EASEMENT
 131.04'
 ±9'-11 1/4"
 42'-0"
 17'-3" 6'-0"
 8'-0" 23'-8"
 ±30'-5 1/2"




 Existing detached garage
 9'-0"
 CONCRETE PATIO
 to be removed New
 1638 total sf
 2-story 24'-0"
 ISSUED FOR: DATE:
 addition
 Existing APPEARANCE REVIEW 12.11.2024
 2521 total sf
 2-story
 19'-10"
 residence
 65.23'
 CONCRETE WALK
 2'-0"


65.23' PRIVATE
 29'-2"
 19'-9 1/4"
 19'-6"



 ASPHALT DRIVE 22'-0" RESIDENCE
 13'-0"
 CONCRETE PATIO 20'-10" 9303 LINCOLNWOOD DR
 5'-0"

 25'-0"
 REAR YARD SETBACK CORNER SKOKIE, IL 60203
 FRONT YARD SETBACK



 4 1/2"

 PLAT OF SURVEY
 17'-0"
 13'-2 1/2" & PROPOSED
 CORNER SETBACK SITE PLAN


 A1.0
 8'-0" DRAINAGE
 + UTILITY EASEMENT
 131.04'
 N

 1 SITE PLAN
 scale: 1/8" = 1'-0"
 MASSEY
 ASSOCIATES
 ARCHITECTS

 4043 North Ravenswood 207
 Chicago, Illinois 60613
 T:773.525.2900 F:773.525.2999
 www.masseyassociates.com




2 N.T.S.
  VIEW FROM WEST




 ISSUED FOR: DATE:
 APPEARANCE REVIEW 12.11.2024




 PRIVATE
 RESIDENCE
 9303 LINCOLNWOOD DR
 SKOKIE, IL 60203




 EXISTING SITE
 PHOTOS



1 VIEW FROM SOUTHWEST CORNER
 N.T.S.
 A1.1
 MASSEY
 ASSOCIATES
 ARCHITECTS

 4043 North Ravenswood 207
 Chicago, Illinois 60613
 T:773.525.2900 F:773.525.2999
 www.masseyassociates.com




2 N.T.S.
  VIEW FROM SOUTH




 ISSUED FOR: DATE:
 APPEARANCE REVIEW 12.11.2024




 PRIVATE
 RESIDENCE
 9303 LINCOLNWOOD DR
 SKOKIE, IL 60203




 EXISTING SITE
 PHOTOS



1 VIEW FROM SOUTHEAST CORNER
 N.T.S.
 A1.2
 MASSEY
 ASSOCIATES
 ARCHITECTS

 4043 North Ravenswood 207
 Chicago, Illinois 60613
 T:773.525.2900 F:773.525.2999
 www.masseyassociates.com




2 N.T.S.
  VIEW FROM EAST




 ISSUED FOR: DATE:
 APPEARANCE REVIEW 12.11.2024




 PRIVATE
 RESIDENCE
 9303 LINCOLNWOOD DR
 SKOKIE, IL 60203




 EXISTING SITE
 PHOTOS



1 VIEW FROM NORTHWEST CORNER
 N.T.S.
 A1.3
 ROOFING NOTES STAIR NOTES WINDOW & DOOR NOTES GENERAL NOTES LEGEND
1. CONTRACTOR TO PROVIDE FOR SEPARATION OF DISSIMILAR METALS (SUCH AS BETWEEN ZINC AND ALUMINUM) WHEN Stairways - IRC Section 311.7 and 312:
 1. SAFETY GLAZING SHALL BE PROVIDED FOR ALL 1. ALL WORK TO CONFORM TO THE VILLAGE OF SKOKIE
 · Width: Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the
 X WINDOW TAG
 REQUIRED TO PREVENT GALVANIC ACTION. required headroom height. Handrails shall not project more than 4-1/2 inches on either side of the stairway and the clear width
 SWINGING/SLIDING DOORS, WINDOWS ADJACENT TO BUILDING AND ZONING CODE.
 of the stairway at and below the handrail height, including treads and landings, shall be not less than 31-1/2 inches where a
 (SEE SCHEDULE)
2. ANY VENT OR STACK FROM AN APPLIANCE, MECHANICAL OR PLUMBING COMPONENT TO BE VENTED IN ACCORDANCE ·
 handrail is installed on one side and 27 inches where handrails are provided on both sides.
 Headroom: The headroom in stairways shall be not less than 6 feet 8 inches measured vertically from the sloped line adjoining DOORS, EXPOSED PANES GREATER THAN 9 SF, 2. CONTRACTOR SHALL IMMEDIATELY INFORM THE
 WITH ALL APPLICABLE CODES. ALL VENTS AND CAPS TO RISE ABOVE THE ROOF WITH THE REQUIRED CLEARANCES ·
 the tread nosing or from the floor surface of the landing or platform on that portion of the stairway.
 Vertical rise: A flight of stairs shall not have a vertical rise larger than 147 inches between floor levels or landings. BOTTOM EDGE LESS THAN 18" A.F.F. AND WITHIN 36" ARCHITECT OF DISCREPANCIES INDICATED ON THE XXX.1 DOOR TAG
 AND TO BE FLASHED. · Stair treads and risers: The riser height shall be not more than 7-3/4 inches. Open risers are permitted provided that the
 openings do not permit the passage of a 4-inch-diameter sphere. The tread depth shall be not less than 10 inches. OF A WALKING SURFACE. PERMITTED DOCUMENTS. (SEE SCHEDULE)
3. VERIFY LOCATION OF ANY AND ALL ROOF OR WALL PENETRATIONS WITH ARCHITECT PRIOR TO INSTALLATION. · Nosings: A nosing projection not less than 3/4 inch and not more than 1-1/4 inches shall be provided on stairways with solid
 risers. Beveling of nosings shall not exceed 1/2 inch. 2. ALL NEW INTERIOR DOORS TO BE SOLID CORE, 1 3/4" 3. ALL NEW INTERIOR FINISHES TO MEET CLASS I FLAME
4. PROVIDE PRE-FINISHED METAL GUTTER AND DOWNSPOUT SYSTEM (MATCH WINDOW CLAD COLOR) PER DRAWINGS · Landings for stairways: There shall be a floor or landing at the top and bottom of each stairway. The width perpendicular to the
 THICK. ALL BEDROOMS TO HAVE 1 3/4" THICK SOLID SPREAD RATING. 1 PLUMBING FIXTURE
 direction of travel shall be not less than the width of the flight served. Where the stairway has a straight run, the depth in the

 U.N.O. CONTRACTOR RESPONSIBLE FOR VERIFYING SIZE, QUANTITIES AND LOCATIONS OF GUTTERS, SCUPPERS, direction of travel shall be not less than 36 inches.
 CORE DOORS WITH 1 3/4" RABETTED DOOR JAMBS 4. HARDWIRED SMOKE DETECTORS WITH BATTERY (SEE SCHEDULE)
 · Stairway walking surface: The walking surface of treads and landings of stairways shall be sloped not steeper than one unit

 DOWNSPOUTS, ETC., AS REQUIRED FOR A COMPLETE INSTALLATION. COORDINATE WITH LOCATIONS INDICATED IN ·
 vertical in 48 inches horizontal (2-percent slope).
 Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more 3. EMERGENCY ESCAPE OPENINGS SHALL HAVE MAX. BACKUP LOCATED IN ALL SLEEPING ROOMS &
 DRAWINGS AND REVIEW ANY CHANGES/ADDITIONS WITH ARCHITECT PRIOR TO INSTALLATION. ALL DOWNSPOUTS TO risers. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, shall be not less than 34 inches
 and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly SILL HT. 44" A.F.F., CLEAR WIDTH 20" MIN., CLEAR HT. OUTSIDE EACH SLEEPING AREA. MINIMUM ONE PER 4 A6.0 3 INTERIOR ELEVATION
 DRAIN TO UNDERGROUND STORM WATER COLLECTION SYSTEM PER CIVIL DRAWINGS, UNLESS NOTED OTHERWISE. above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall
 terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1-1/2 inches 24" MIN. AND CLEAR OPENING 5.7sf MIN. FLOOR. TAG
 COORDINATE DETAILS WITH CIVIL AND LANDSCAPE DESIGN TO ENSURE ALIGNMENT OF DOWNSPOUTS WITH BELL ·
 between the wall and the handrails.
 Grip-size: Required handrails shall be of one of the following types or provide equivalent graspability. Type I. Handrails with a 4. EXIT DOORS SHALL BE NOT LESS THAN 32" IN WIDTH 5. HARDWIRED CARBON MONOXIDE DETECTOR WITH 5
 CONNECTION LOCATIONS TO UNDERGROUND SYSTEM - NO OFFSETS WILL BE ACCEPTED. circular cross section shall have an outside diameter of not less than 1-1/4 inches and not greater than 2 inches. If the handrail
 is not circular, it shall have a perimeter dimension of not less than 4 inches and not greater than 6-1/4 inches with a cross 5. ALL DOORS AND WINDOWS DIMENSIONED FROM THE BATTERY BACKUP; MINIMUM ONE PER FLOOR.
5. PROVIDE CONTINUOUS WATERPROOF UNDERLAYMENT ("ICE & WATER SHIELD" BY W.R. GRACE OR APPROVED EQUAL) section dimension of not more than 2-1/4 inches. Edges shall have a radius of not less than 0.01 inch. Type II. Handrails with a
 FACE OF THE WALL TO THE CENTERLINE OF THE DOOR CO CARBON DIOXIDE/
 perimeter greater than 6-1/4 inches shall have a graspable finger recess area on both sides of the profile. The finger recess shall
 begin within a distance of 3/4 inch measured vertically from the tallest portion of the profile and achieve a depth of not less than
 SD SMOKE DETECTOR
 AT ALL LOW SLOPE AND FLAT ROOFS AND CHANGES IN ROOF PITCH. 5/16 inch within 7/8 inch below the widest portion of the profile. The width of the handrail above the recess shall be not less than OR WINDOW. UNLESS NOTED OTHERWISE.
 1-1/4 inchesand not more than 2-3/4 inches. Edges shall have a radius of not less than 0.01 inch.
6. INSTALL WATERPROOF UNDERLAYMENT AT EAVES PER MANUFACTURER'S STANDARD INSTALLATION DETAILS FOR · Guards: Guards shall be located along open-sided walking surfaces, including stairs, ramps and landings, that are located
 EXTERIOR FROST FREE
 more than 30 inches measured vertically to the floor or grade below at any point within 36 inches horizontally to the edge of the
 "HIGH SNOW AREAS". open side. Required guards shall be not less than 36 inches in height as measured vertically above the adjacent walking
 HOSE BIB
 surface or the line connecting the leading edges of the treads. Guards on the open sides of stairs shall have a height not less
 than 34 inches measured vertically from a line connecting the leading edges of the treads. Where the top of the guard serves as
 a handrail on the open sides of stairs, the top of the guard shall be not less than 34 inches and not more than 38 inches as
 measured vertically from a line connecting the leading edges of the treads. Required guards shall not have openings from the
 walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. The triangular openings at the
 open side of stair, formed by the riser, tread and bottom rail of a guard, shall not allow passage of a sphere 6 inches in diameter




 MASSEY
 ASSOCIATES
 ARCHITECTS

 4043 North Ravenswood . 207
 Chicago, Illinois 60613
 T:773.525.2900 F:773.525.2999
 www.masseyassociates.com




 AREA OF PROPOSED ADDITION



 42'-0"




 SLAB ON
 GRADE 6"-8"
 18'-0"
 SLAB ON
 GRADE


 24'-0"
 SLOPE TO


 GARAGE DOOR




 6'-0"




 19'-0" 23'-0"
 ISSUED FOR: DATE:
 APPEARANCE REVIEW 12.11.2024




 PRIVATE
 RESIDENCE
 9303 LINCOLNWOOD DR
 SKOKIE, IL 60203




 BASEMENT
 PLAN



 1 scale:
 BASEMENT PLAN
 1/4" = 1'-0"
 N
 A2.0
 ROOFING NOTES STAIR NOTES WINDOW & DOOR NOTES GENERAL NOTES LEGEND
1. CONTRACTOR TO PROVIDE FOR SEPARATION OF DISSIMILAR METALS (SUCH AS BETWEEN ZINC AND ALUMINUM) WHEN Stairways - IRC Section 311.7 and 312:
 1. SAFETY GLAZING SHALL BE PROVIDED FOR ALL 1. ALL WORK TO CONFORM TO THE VILLAGE OF SKOKIE
 · Width: Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the
 X WINDOW TAG
 REQUIRED TO PREVENT GALVANIC ACTION. required headroom height. Handrails shall not project more than 4-1/2 inches on either side of the stairway and the clear width
 SWINGING/SLIDING DOORS, WINDOWS ADJACENT TO BUILDING AND ZONING CODE.
 of the stairway at and below the handrail height, including treads and landings, shall be not less than 31-1/2 inches where a
 (SEE SCHEDULE)
2. ANY VENT OR STACK FROM AN APPLIANCE, MECHANICAL OR PLUMBING COMPONENT TO BE VENTED IN ACCORDANCE ·
 handrail is installed on one side and 27 inches where handrails are provided on both sides.
 Headroom: The headroom in stairways shall be not less than 6 feet 8 inches measured vertically from the sloped line adjoining DOORS, EXPOSED PANES GREATER THAN 9 SF, 2. CONTRACTOR SHALL IMMEDIATELY INFORM THE
 WITH ALL APPLICABLE CODES. ALL VENTS AND CAPS TO RISE ABOVE THE ROOF WITH THE REQUIRED CLEARANCES ·
 the tread nosing or from the floor surface of the landing or platform on that portion of the stairway.
 Vertical rise: A flight of stairs shall not have a vertical rise larger than 147 inches between floor levels or landings. BOTTOM EDGE LESS THAN 18" A.F.F. AND WITHIN 36" ARCHITECT OF DISCREPANCIES INDICATED ON THE XXX.1 DOOR TAG
 AND TO BE FLASHED. · Stair treads and risers: The riser height shall be not more than 7-3/4 inches. Open risers are permitted provided that the
 openings do not permit the passage of a 4-inch-diameter sphere. The tread depth shall be not less than 10 inches. OF A WALKING SURFACE. PERMITTED DOCUMENTS. (SEE SCHEDULE)
3. VERIFY LOCATION OF ANY AND ALL ROOF OR WALL PENETRATIONS WITH ARCHITECT PRIOR TO INSTALLATION. · Nosings: A nosing projection not less than 3/4 inch and not more than 1-1/4 inches shall be provided on stairways with solid
 risers. Beveling of nosings shall not exceed 1/2 inch. 2. ALL NEW INTERIOR DOORS TO BE SOLID CORE, 1 3/4" 3. ALL NEW INTERIOR FINISHES TO MEET CLASS I FLAME
4. PROVIDE PRE-FINISHED METAL GUTTER AND DOWNSPOUT SYSTEM (MATCH WINDOW CLAD COLOR) PER DRAWINGS · Landings for stairways: There shall be a floor or landing at the top and bottom of each stairway. The width perpendicular to the
 THICK. ALL BEDROOMS TO HAVE 1 3/4" THICK SOLID SPREAD RATING. 1 PLUMBING FIXTURE
 direction of travel shall be not less than the width of the flight served. Where the stairway has a straight run, the depth in the

 U.N.O. CONTRACTOR RESPONSIBLE FOR VERIFYING SIZE, QUANTITIES AND LOCATIONS OF GUTTERS, SCUPPERS, direction of travel shall be not less than 36 inches.
 CORE DOORS WITH 1 3/4" RABETTED DOOR JAMBS 4. HARDWIRED SMOKE DETECTORS WITH BATTERY (SEE SCHEDULE)
 · Stairway walking surface: The walking surface of treads and landings of stairways shall be sloped not steeper than one unit

 DOWNSPOUTS, ETC., AS REQUIRED FOR A COMPLETE INSTALLATION. COORDINATE WITH LOCATIONS INDICATED IN ·
 vertical in 48 inches horizontal (2-percent slope).
 Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more 3. EMERGENCY ESCAPE OPENINGS SHALL HAVE MAX. BACKUP LOCATED IN ALL SLEEPING ROOMS &
 DRAWINGS AND REVIEW ANY CHANGES/ADDITIONS WITH ARCHITECT PRIOR TO INSTALLATION. ALL DOWNSPOUTS TO risers. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, shall be not less than 34 inches
 and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly SILL HT. 44" A.F.F., CLEAR WIDTH 20" MIN., CLEAR HT. OUTSIDE EACH SLEEPING AREA. MINIMUM ONE PER 4 A6.0 3 INTERIOR ELEVATION
 DRAIN TO UNDERGROUND STORM WATER COLLECTION SYSTEM PER CIVIL DRAWINGS, UNLESS NOTED OTHERWISE. above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall
 terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1-1/2 inches 24" MIN. AND CLEAR OPENING 5.7sf MIN. FLOOR. TAG
 COORDINATE DETAILS WITH CIVIL AND LANDSCAPE DESIGN TO ENSURE ALIGNMENT OF DOWNSPOUTS WITH BELL ·
 between the wall and the handrails.
 Grip-size: Required handrails shall be of one of the following types or provide equivalent graspability. Type I. Handrails with a 4. EXIT DOORS SHALL BE NOT LESS THAN 32" IN WIDTH 5. HARDWIRED CARBON MONOXIDE DETECTOR WITH 5
 CONNECTION LOCATIONS TO UNDERGROUND SYSTEM - NO OFFSETS WILL BE ACCEPTED. circular cross section shall have an outside diameter of not less than 1-1/4 inches and not greater than 2 inches. If the handrail
 is not circular, it shall have a perimeter dimension of not less than 4 inches and not greater than 6-1/4 inches with a cross 5. ALL DOORS AND WINDOWS DIMENSIONED FROM THE BATTERY BACKUP; MINIMUM ONE PER FLOOR.
5. PROVIDE CONTINUOUS WATERPROOF UNDERLAYMENT ("ICE & WATER SHIELD" BY W.R. GRACE OR APPROVED EQUAL) section dimension of not more than 2-1/4 inches. Edges shall have a radius of not less than 0.01 inch. Type II. Handrails with a
 FACE OF THE WALL TO THE CENTERLINE OF THE DOOR CO CARBON DIOXIDE/
 perimeter greater than 6-1/4 inches shall have a graspable finger recess area on both sides of the profile. The finger recess shall
 begin within a distance of 3/4 inch measured vertically from the tallest portion of the profile and achieve a depth of not less than
 SD SMOKE DETECTOR
 AT ALL LOW SLOPE AND FLAT ROOFS AND CHANGES IN ROOF PITCH. 5/16 inch within 7/8 inch below the widest portion of the profile. The width of the handrail above the recess shall be not less than OR WINDOW. UNLESS NOTED OTHERWISE.
 1-1/4 inchesand not more than 2-3/4 inches. Edges shall have a radius of not less than 0.01 inch.
6. INSTALL WATERPROOF UNDERLAYMENT AT EAVES PER MANUFACTURER'S STANDARD INSTALLATION DETAILS FOR · Guards: Guards shall be located along open-sided walking surfaces, including stairs, ramps and landings, that are located
 EXTERIOR FROST FREE
 more than 30 inches measured vertically to the floor or grade below at any point within 36 inches horizontally to the edge of the
 "HIGH SNOW AREAS". open side. Required guards shall be not less than 36 inches in height as measured vertically above the adjacent walking
 HOSE BIB
 surface or the line connecting the leading edges of the treads. Guards on the open sides of stairs shall have a height not less
 than 34 inches measured vertically from a line connecting the leading edges of the treads. Where the top of the guard serves as
 a handrail on the open sides of stairs, the top of the guard shall be not less than 34 inches and not more than 38 inches as
 measured vertically from a line connecting the leading edges of the treads. Required guards shall not have openings from the
 walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. The triangular openings at the
 open side of stair, formed by the riser, tread and bottom rail of a guard, shall not allow passage of a sphere 6 inches in diameter




 MASSEY
 ASSOCIATES
 ARCHITECTS

 4043 North Ravenswood . 207
 Chicago, Illinois 60613
 T:773.525.2900 F:773.525.2999
 www.masseyassociates.com




 AREA OF PROPOSED ADDITION



 42'-0"




 1'-9"
 3'-6"
 UP


 BATH
 6'-0" x 7'-0"
 UTILITY
 3'-4"
 CLOSET



 1'-9" 10'-9" 2'-7" 3'-6"
 18'-0"



 2-CAR
 24'-0"
 SITTING GARAGE
 ROOM 9'-8" 21'-6" x 22'-6"
 9'-8" x 18'-7"




 7'-10" 9'-4" 1'-10"


 6'-0"

 3'-2"



 19'-0" 23'-0"

 ISSUED FOR: DATE:
 APPEARANCE REVIEW 12.11.2024




 PRIVATE
 RESIDENCE
 9303 LINCOLNWOOD DR
 SKOKIE, IL 60203



 FIRST
 FLOOR
 PLAN



 1 scale:
 FIRST FLOOR PLAN
 1/4" = 1'-0"
 N
 A2.1
 ROOFING NOTES STAIR NOTES WINDOW & DOOR NOTES GENERAL NOTES LEGEND
1. CONTRACTOR TO PROVIDE FOR SEPARATION OF DISSIMILAR METALS (SUCH AS BETWEEN ZINC AND ALUMINUM) WHEN Stairways - IRC Section 311.7 and 312:
 1. SAFETY GLAZING SHALL BE PROVIDED FOR ALL 1. ALL WORK TO CONFORM TO THE VILLAGE OF SKOKIE
 · Width: Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the
 X WINDOW TAG
 REQUIRED TO PREVENT GALVANIC ACTION. required headroom height. Handrails shall not project more than 4-1/2 inches on either side of the stairway and the clear width
 SWINGING/SLIDING DOORS, WINDOWS ADJACENT TO BUILDING AND ZONING CODE.
 of the stairway at and below the handrail height, including treads and landings, shall be not less than 31-1/2 inches where a
 (SEE SCHEDULE)
2. ANY VENT OR STACK FROM AN APPLIANCE, MECHANICAL OR PLUMBING COMPONENT TO BE VENTED IN ACCORDANCE ·
 handrail is installed on one side and 27 inches where handrails are provided on both sides.
 Headroom: The headroom in stairways shall be not less than 6 feet 8 inches measured vertically from the sloped line adjoining DOORS, EXPOSED PANES GREATER THAN 9 SF, 2. CONTRACTOR SHALL IMMEDIATELY INFORM THE
 WITH ALL APPLICABLE CODES. ALL VENTS AND CAPS TO RISE ABOVE THE ROOF WITH THE REQUIRED CLEARANCES ·
 the tread nosing or from the floor surface of the landing or platform on that portion of the stairway.
 Vertical rise: A flight of stairs shall not have a vertical rise larger than 147 inches between floor levels or landings. BOTTOM EDGE LESS THAN 18" A.F.F. AND WITHIN 36" ARCHITECT OF DISCREPANCIES INDICATED ON THE XXX.1 DOOR TAG
 AND TO BE FLASHED. · Stair treads and risers: The riser height shall be not more than 7-3/4 inches. Open risers are permitted provided that the
 openings do not permit the passage of a 4-inch-diameter sphere. The tread depth shall be not less than 10 inches. OF A WALKING SURFACE. PERMITTED DOCUMENTS. (SEE SCHEDULE)
3. VERIFY LOCATION OF ANY AND ALL ROOF OR WALL PENETRATIONS WITH ARCHITECT PRIOR TO INSTALLATION. · Nosings: A nosing projection not less than 3/4 inch and not more than 1-1/4 inches shall be provided on stairways with solid
 risers. Beveling of nosings shall not exceed 1/2 inch. 2. ALL NEW INTERIOR DOORS TO BE SOLID CORE, 1 3/4" 3. ALL NEW INTERIOR FINISHES TO MEET CLASS I FLAME
4. PROVIDE PRE-FINISHED METAL GUTTER AND DOWNSPOUT SYSTEM (MATCH WINDOW CLAD COLOR) PER DRAWINGS · Landings for stairways: There shall be a floor or landing at the top and bottom of each stairway. The width perpendicular to the
 THICK. ALL BEDROOMS TO HAVE 1 3/4" THICK SOLID SPREAD RATING. 1 PLUMBING FIXTURE
 direction of travel shall be not less than the width of the flight served. Where the stairway has a straight run, the depth in the

 U.N.O. CONTRACTOR RESPONSIBLE FOR VERIFYING SIZE, QUANTITIES AND LOCATIONS OF GUTTERS, SCUPPERS, direction of travel shall be not less than 36 inches.
 CORE DOORS WITH 1 3/4" RABETTED DOOR JAMBS 4. HARDWIRED SMOKE DETECTORS WITH BATTERY (SEE SCHEDULE)
 · Stairway walking surface: The walking surface of treads and landings of stairways shall be sloped not steeper than one unit

 DOWNSPOUTS, ETC., AS REQUIRED FOR A COMPLETE INSTALLATION. COORDINATE WITH LOCATIONS INDICATED IN ·
 vertical in 48 inches horizontal (2-percent slope).
 Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more 3. EMERGENCY ESCAPE OPENINGS SHALL HAVE MAX. BACKUP LOCATED IN ALL SLEEPING ROOMS &
 DRAWINGS AND REVIEW ANY CHANGES/ADDITIONS WITH ARCHITECT PRIOR TO INSTALLATION. ALL DOWNSPOUTS TO risers. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, shall be not less than 34 inches
 and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly SILL HT. 44" A.F.F., CLEAR WIDTH 20" MIN., CLEAR HT. OUTSIDE EACH SLEEPING AREA. MINIMUM ONE PER 4 A6.0 3 INTERIOR ELEVATION
 DRAIN TO UNDERGROUND STORM WATER COLLECTION SYSTEM PER CIVIL DRAWINGS, UNLESS NOTED OTHERWISE. above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall
 terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1-1/2 inches 24" MIN. AND CLEAR OPENING 5.7sf MIN. FLOOR. TAG
 COORDINATE DETAILS WITH CIVIL AND LANDSCAPE DESIGN TO ENSURE ALIGNMENT OF DOWNSPOUTS WITH BELL ·
 between the wall and the handrails.
 Grip-size: Required handrails shall be of one of the following types or provide equivalent graspability. Type I. Handrails with a 4. EXIT DOORS SHALL BE NOT LESS THAN 32" IN WIDTH 5. HARDWIRED CARBON MONOXIDE DETECTOR WITH 5
 CONNECTION LOCATIONS TO UNDERGROUND SYSTEM - NO OFFSETS WILL BE ACCEPTED. circular cross section shall have an outside diameter of not less than 1-1/4 inches and not greater than 2 inches. If the handrail
 is not circular, it shall have a perimeter dimension of not less than 4 inches and not greater than 6-1/4 inches with a cross 5. ALL DOORS AND WINDOWS DIMENSIONED FROM THE BATTERY BACKUP; MINIMUM ONE PER FLOOR.
5. PROVIDE CONTINUOUS WATERPROOF UNDERLAYMENT ("ICE & WATER SHIELD" BY W.R. GRACE OR APPROVED EQUAL) section dimension of not more than 2-1/4 inches. Edges shall have a radius of not less than 0.01 inch. Type II. Handrails with a
 FACE OF THE WALL TO THE CENTERLINE OF THE DOOR CO CARBON DIOXIDE/
 perimeter greater than 6-1/4 inches shall have a graspable finger recess area on both sides of the profile. The finger recess shall
 begin within a distance of 3/4 inch measured vertically from the tallest portion of the profile and achieve a depth of not less than
 SD SMOKE DETECTOR
 AT ALL LOW SLOPE AND FLAT ROOFS AND CHANGES IN ROOF PITCH. 5/16 inch within 7/8 inch below the widest portion of the profile. The width of the handrail above the recess shall be not less than OR WINDOW. UNLESS NOTED OTHERWISE.
 1-1/4 inchesand not more than 2-3/4 inches. Edges shall have a radius of not less than 0.01 inch.
6. INSTALL WATERPROOF UNDERLAYMENT AT EAVES PER MANUFACTURER'S STANDARD INSTALLATION DETAILS FOR · Guards: Guards shall be located along open-sided walking surfaces, including stairs, ramps and landings, that are located
 EXTERIOR FROST FREE
 more than 30 inches measured vertically to the floor or grade below at any point within 36 inches horizontally to the edge of the
 "HIGH SNOW AREAS". open side. Required guards shall be not less than 36 inches in height as measured vertically above the adjacent walking
 HOSE BIB
 surface or the line connecting the leading edges of the treads. Guards on the open sides of stairs shall have a height not less
 than 34 inches measured vertically from a line connecting the leading edges of the treads. Where the top of the guard serves as
 a handrail on the open sides of stairs, the top of the guard shall be not less than 34 inches and not more than 38 inches as
 measured vertically from a line connecting the leading edges of the treads. Required guards shall not have openings from the
 walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. The triangular openings at the
 open side of stair, formed by the riser, tread and bottom rail of a guard, shall not allow passage of a sphere 6 inches in diameter




 MASSEY
 ASSOCIATES
 ARCHITECTS

 4043 North Ravenswood . 207
 Chicago, Illinois 60613
 T:773.525.2900 F:773.525.2999
 www.masseyassociates.com




 AREA OF PROPOSED ADDITION



 42'-0"



 4"

 3'-7" 2'-0"
 CLOSET
 4'-7" 3'-6" DN 4'-7"

 2'-0"
 5"
 5'-2" 4'-5" 2'-5"



 3'-6"
 4'-5" 3'-6" 6'-6" 3'-9" 2'-1" BEDROOM
 12'-0" x 13-9"
 17'-0"
 5"
 17'-0"
 GREAT
 ROOM
 12'-11" x 16'-2"

 12'-5"
 BATH
 OFFICE
 AREA 5'-0" x 8'-0"
 8'-0"
 8'-0" x 10'-0"




 7'-10" 11'-9 1/2" 6'-2" 12'-4" 3'-10 1/2"


 7'-0"




 19'-0" 23'-0"

 ISSUED FOR: DATE:
 APPEARANCE REVIEW 12.11.2024




 PRIVATE
 RESIDENCE
 9303 LINCOLNWOOD DR
 SKOKIE, IL 60203



 SECOND
 FLOOR
 PLAN



 1 scale:
 SECOND FLOOR PLAN
 1/4" = 1'-0"
 N
 A2.2
 ROOFING NOTES STAIR NOTES WINDOW & DOOR NOTES GENERAL NOTES LEGEND
1. CONTRACTOR TO PROVIDE FOR SEPARATION OF DISSIMILAR METALS (SUCH AS BETWEEN ZINC AND ALUMINUM) WHEN Stairways - IRC Section 311.7 and 312:
 1. SAFETY GLAZING SHALL BE PROVIDED FOR ALL 1. ALL WORK TO CONFORM TO THE VILLAGE OF SKOKIE
 · Width: Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the
 X WINDOW TAG
 REQUIRED TO PREVENT GALVANIC ACTION. required headroom height. Handrails shall not project more than 4-1/2 inches on either side of the stairway and the clear width
 SWINGING/SLIDING DOORS, WINDOWS ADJACENT TO BUILDING AND ZONING CODE.
 of the stairway at and below the handrail height, including treads and landings, shall be not less than 31-1/2 inches where a
 (SEE SCHEDULE)
2. ANY VENT OR STACK FROM AN APPLIANCE, MECHANICAL OR PLUMBING COMPONENT TO BE VENTED IN ACCORDANCE ·
 handrail is installed on one side and 27 inches where handrails are provided on both sides.
 Headroom: The headroom in stairways shall be not less than 6 feet 8 inches measured vertically from the sloped line adjoining DOORS, EXPOSED PANES GREATER THAN 9 SF, 2. CONTRACTOR SHALL IMMEDIATELY INFORM THE
 WITH ALL APPLICABLE CODES. ALL VENTS AND CAPS TO RISE ABOVE THE ROOF WITH THE REQUIRED CLEARANCES ·
 the tread nosing or from the floor surface of the landing or platform on that portion of the stairway.
 Vertical rise: A flight of stairs shall not have a vertical rise larger than 147 inches between floor levels or landings. BOTTOM EDGE LESS THAN 18" A.F.F. AND WITHIN 36" ARCHITECT OF DISCREPANCIES INDICATED ON THE XXX.1 DOOR TAG
 AND TO BE FLASHED. · Stair treads and risers: The riser height shall be not more than 7-3/4 inches. Open risers are permitted provided that the
 openings do not permit the passage of a 4-inch-diameter sphere. The tread depth shall be not less than 10 inches. OF A WALKING SURFACE. PERMITTED DOCUMENTS. (SEE SCHEDULE)
3. VERIFY LOCATION OF ANY AND ALL ROOF OR WALL PENETRATIONS WITH ARCHITECT PRIOR TO INSTALLATION. · Nosings: A nosing projection not less than 3/4 inch and not more than 1-1/4 inches shall be provided on stairways with solid
 risers. Beveling of nosings shall not exceed 1/2 inch. 2. ALL NEW INTERIOR DOORS TO BE SOLID CORE, 1 3/4" 3. ALL NEW INTERIOR FINISHES TO MEET CLASS I FLAME
4. PROVIDE PRE-FINISHED METAL GUTTER AND DOWNSPOUT SYSTEM (MATCH WINDOW CLAD COLOR) PER DRAWINGS · Landings for stairways: There shall be a floor or landing at the top and bottom of each stairway. The width perpendicular to the
 THICK. ALL BEDROOMS TO HAVE 1 3/4" THICK SOLID SPREAD RATING. 1 PLUMBING FIXTURE
 direction of travel shall be not less than the width of the flight served. Where the stairway has a straight run, the depth in the

 U.N.O. CONTRACTOR RESPONSIBLE FOR VERIFYING SIZE, QUANTITIES AND LOCATIONS OF GUTTERS, SCUPPERS, direction of travel shall be not less than 36 inches.
 CORE DOORS WITH 1 3/4" RABETTED DOOR JAMBS 4. HARDWIRED SMOKE DETECTORS WITH BATTERY (SEE SCHEDULE)
 · Stairway walking surface: The walking surface of treads and landings of stairways shall be sloped not steeper than one unit

 DOWNSPOUTS, ETC., AS REQUIRED FOR A COMPLETE INSTALLATION. COORDINATE WITH LOCATIONS INDICATED IN ·
 vertical in 48 inches horizontal (2-percent slope).
 Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more 3. EMERGENCY ESCAPE OPENINGS SHALL HAVE MAX. BACKUP LOCATED IN ALL SLEEPING ROOMS &
 DRAWINGS AND REVIEW ANY CHANGES/ADDITIONS WITH ARCHITECT PRIOR TO INSTALLATION. ALL DOWNSPOUTS TO risers. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, shall be not less than 34 inches
 and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly SILL HT. 44" A.F.F., CLEAR WIDTH 20" MIN., CLEAR HT. OUTSIDE EACH SLEEPING AREA. MINIMUM ONE PER 4 A6.0 3 INTERIOR ELEVATION
 DRAIN TO UNDERGROUND STORM WATER COLLECTION SYSTEM PER CIVIL DRAWINGS, UNLESS NOTED OTHERWISE. above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall
 terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1-1/2 inches 24" MIN. AND CLEAR OPENING 5.7sf MIN. FLOOR. TAG
 COORDINATE DETAILS WITH CIVIL AND LANDSCAPE DESIGN TO ENSURE ALIGNMENT OF DOWNSPOUTS WITH BELL ·
 between the wall and the handrails.
 Grip-size: Required handrails shall be of one of the following types or provide equivalent graspability. Type I. Handrails with a 4. EXIT DOORS SHALL BE NOT LESS THAN 32" IN WIDTH 5. HARDWIRED CARBON MONOXIDE DETECTOR WITH 5
 CONNECTION LOCATIONS TO UNDERGROUND SYSTEM - NO OFFSETS WILL BE ACCEPTED. circular cross section shall have an outside diameter of not less than 1-1/4 inches and not greater than 2 inches. If the handrail
 is not circular, it shall have a perimeter dimension of not less than 4 inches and not greater than 6-1/4 inches with a cross 5. ALL DOORS AND WINDOWS DIMENSIONED FROM THE BATTERY BACKUP; MINIMUM ONE PER FLOOR.
5. PROVIDE CONTINUOUS WATERPROOF UNDERLAYMENT ("ICE & WATER SHIELD" BY W.R. GRACE OR APPROVED EQUAL) section dimension of not more than 2-1/4 inches. Edges shall have a radius of not less than 0.01 inch. Type II. Handrails with a
 FACE OF THE WALL TO THE CENTERLINE OF THE DOOR CO CARBON DIOXIDE/
 perimeter greater than 6-1/4 inches shall have a graspable finger recess area on both sides of the profile. The finger recess shall
 begin within a distance of 3/4 inch measured vertically from the tallest portion of the profile and achieve a depth of not less than
 SD SMOKE DETECTOR
 AT ALL LOW SLOPE AND FLAT ROOFS AND CHANGES IN ROOF PITCH. 5/16 inch within 7/8 inch below the widest portion of the profile. The width of the handrail above the recess shall be not less than OR WINDOW. UNLESS NOTED OTHERWISE.
 1-1/4 inchesand not more than 2-3/4 inches. Edges shall have a radius of not less than 0.01 inch.
6. INSTALL WATERPROOF UNDERLAYMENT AT EAVES PER MANUFACTURER'S STANDARD INSTALLATION DETAILS FOR · Guards: Guards shall be located along open-sided walking surfaces, including stairs, ramps and landings, that are located
 EXTERIOR FROST FREE
 more than 30 inches measured vertically to the floor or grade below at any point within 36 inches horizontally to the edge of the
 "HIGH SNOW AREAS". open side. Required guards shall be not less than 36 inches in height as measured vertically above the adjacent walking
 HOSE BIB
 surface or the line connecting the leading edges of the treads. Guards on the open sides of stairs shall have a height not less
 than 34 inches measured vertically from a line connecting the leading edges of the treads. Where the top of the guard serves as
 a handrail on the open sides of stairs, the top of the guard shall be not less than 34 inches and not more than 38 inches as
 measured vertically from a line connecting the leading edges of the treads. Required guards shall not have openings from the
 walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. The triangular openings at the
 open side of stair, formed by the riser, tread and bottom rail of a guard, shall not allow passage of a sphere 6 inches in diameter




 MASSEY
 ASSOCIATES
 ARCHITECTS

 4043 North Ravenswood . 207
 Chicago, Illinois 60613
 T:773.525.2900 F:773.525.2999
 www.masseyassociates.com




 AREA OF PROPOSED ADDITION




 PREFINISHED GUTTER AND
 DOWNSPOUT




 SLOPE 1/4"
 PER FT.



 LOW-SLOPE ROOF MEMBRANE -
 CLASS A




 PREFINISHED METAL
 COPING




 ISSUED FOR: DATE:
 APPEARANCE REVIEW 12.11.2024




 PRIVATE
 RESIDENCE
 9303 LINCOLNWOOD DR
 SKOKIE, IL 60203




 ROOF
 PLAN



 1 scale:
 ROOF PLAN
 1/4" = 1'-0"
 N
 A2.3
 AREA OF PROPOSED ADDITION
PREFINISHED METAL
COPING, MATCH
EXISTING



 MASSEY
 T/EXIST. ROOF DECK
 +18'-0" V.I.F.


"JAMES HARDIE" CEMENT ASSOCIATES
 ARCHITECTS
TRIM BOARD, MATCH
EXISTING

PREFINISHED METAL
GUTTER AND DOWNSPOUT,
MATCH EXISTING


 4043 N. Ra e s 20
 T/EXIST. SECOND FL C ca , Ill s 60613
 +9'-0" V.I.F. T: 3. 2 .2900 F: 3. 2 .2999
 . asse ass c a es.c
"JAMES HARDIE" CEMENT
BOARD AND BATTEN
SIDING, MATCH EXISTING
SPACING

MODULAR COMMON
BRICK




  T/EXIST. FIRST FL
  0'-0"
  T/GRADE
  -1'-2" V.I.F.




  T/EXIST. BSMNT SLAB
  -8'-0" V.I.F.
  B/EXIST. FOOTING
  -9'-4" V.I.F.




 2 scale:
 NORTH ELEVATION
 1/4" = 1'-0"




 AREA OF PROPOSED ADDITION PREFINISHED METAL
 COPING, MATCH
 EXISTING
 "JAMES HARDIE" CEMENT
 TRIM BOARD, MATCH
 EXISTING
 T/EXIST. ROOF DECK
 +18'-0" V.I.F.

 "JAMES HARDIE" CEMENT
 BOARD AND BATTEN
 SIDING, MATCH EXISTING
 SPACING ISSUED FOR: DATE:
 3" ALUMINUM CLAD APPEARANCE REVIEW 12.11.2024
 TRIM, MATCH EXISTING

 ALUMINUM CLAD
 WINDOW, MATCH
 EXISTING

 T/EXIST. SECOND FL
 +9'-0" V.I.F.
 PREFINISHED METAL
 COPING, MATCH
 EXISTING
 "JAMES HARDIE" CEMENT
 PRIVATE
 RESIDENCE
 TRIM BOARD, MATCH
 EXISTING
 FLAT SLAB SECTIONAL
 OVERHEAD GARAGE
 DOOR 9303 LINCOLNWOOD DR
 MODULAR COMMON
 BRICK SKOKIE, IL 60203
 T/EXIST. FIRST FL
 0'-0"
 T/GRADE
 -1'-2" V.I.F.




 EXTERIOR
 ELEVATIONS
 T/EXIST. BSMNT SLAB




 A3.0
 -8'-0" V.I.F.
 B/EXIST. FOOTING
 -9'-4" V.I.F.




 1 scale:
 SOUTH ELEVATION
 1/4" = 1'-0"
 AREA OF PROPOSED ADDITION PREFINISHED METAL
 COPING, MATCH
 EXISTING
 "JAMES HARDIE" CEMENT
 TRIM BOARD, MATCH
 EXISTING


 MASSEY
 T/EXIST. ROOF DECK
 +18'-0" V.I.F.

 "JAMES HARDIE" CEMENT
 BOARD AND BATTEN ASSOCIATES
 ARCHITECTS
 SIDING, MATCH EXISTING
 SPACING

 3" ALUMINUM CLAD
 TRIM, MATCH EXISTING

 ALUMINUM CLAD
 WINDOW, MATCH
 EXISTING
 4043 N. Ra e s 20
 T/EXIST. SECOND FL C ca , Ill s 60613
 +9'-0" V.I.F. T: 3. 2 .2900 F: 3. 2 .2999
 . asse ass c a es.c

 PREFINISHED METAL
 GUTTER AND DOWNSPOUT,
 MATCH EXISTING
 "JAMES HARDIE" CEMENT
 TRIM BOARD, MATCH
 EXISTING
 MODULAR COMMON
 BRICK
 T/EXIST. FIRST FL
 0'-0"
 T/GRADE
 -1'-2" V.I.F.




 T/EXIST. BSMNT SLAB
 -8'-0" V.I.F.
 B/EXIST. FOOTING
 -9'-4" V.I.F.




 2 scale:
 EAST ELEVATION
 1/4" = 1'-0"




 AREA OF PROPOSED ADDITION


  T/EXIST. ROOF DECK
  +18'-0" V.I.F.

PREFINISHED METAL
COPING, MATCH
EXISTING
"JAMES HARDIE" CEMENT
 ISSUED FOR: DATE:
TRIM BOARD, MATCH
EXISTING
 APPEARANCE REVIEW 12.11.2024

"JAMES HARDIE" CEMENT
BOARD AND BATTEN
SIDING, MATCH EXISTING
SPACING
 T/EXIST. SECOND FL
 +9'-0" V.I.F.

3" ALUMINUM CLAD

 PRIVATE
TRIM, MATCH EXISTING

ALUMINUM CLAD
WINDOW, MATCH
EXISTING
 RESIDENCE
 9303 LINCOLNWOOD DR
 SKOKIE, IL 60203
  T/EXIST. FIRST FL
  0'-0"
  T/GRADE
  -1'-2" V.I.F.




 EXTERIOR
 ELEVATIONS
  T/EXIST. BSMNT SLAB




 A3.1
  -8'-0" V.I.F.
  B/EXIST. FOOTING
  -9'-4" V.I.F.




 1 scale:
 WEST ELEVATION
 1/4" = 1'-0"
 MASSEY
 ASSOCIATES
 ARCHITECTS

 4043 N. Ra e s 20
 C ca , Ill s 60613
 T: 3. 2 .2900 F: 3. 2 .2999
 . asse ass c a es.c




2 scale:
  ADDITION VIEW FROM SOUTHEAST
 N.T.S.




 ISSUED FOR: DATE:
 APPEARANCE REVIEW 12.11.2024




 PRIVATE
 RESIDENCE
 9303 LINCOLNWOOD DR
 SKOKIE, IL 60203




 EXTERIOR
 RENDERING



1 scale:
  EXISTING VIEW FROM SOUTHEAST
 N.T.S.
 A3.2
 MASSEY
 ASSOCIATES
 ARCHITECTS

 4043 N. Ra e s 20
 C ca , Ill s 60613
 T: 3. 2 .2900 F: 3. 2 .2999
 . asse ass c a es.c




 AREA OF PROPOSED ADDITION


T/EXIST. ROOF DECK
+18'-0" V.I.F.
 1'-0"




 ISSUED FOR: DATE:
 APPEARANCE REVIEW 12.11.2024
 8'-0"




T/EXIST. SECOND FL
+9'-0" V.I.F.
 1'-0"



 PRIVATE
 8'-6"
 RESIDENCE
 9303 LINCOLNWOOD DR
 SKOKIE, IL 60203
T/EXIST. FIRST FL
0'-0"
T/GRADE
-1'-2" V.I.F.




 BUILDING
 SECTION
T/EXIST. BSMNT SLAB




 A4.0
-8'-0" V.I.F.
B/EXIST. FOOTING
-9'-4" V.I.F.




 1 scale:
 BUILDING SECTION
 1/4" = 1'-0"
 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 PARCEL 1: LOTS 4 AND 5 IN NILES CENTER STATION SUBDIVISION, BEING A
F.I.R.=FOUNDIRONROD S.I.P.=SETIRONPIPE SUBDIVISION OF PART OF THE SOUTHWEST 1/4 OF SECTION 22, TOWNSHIP 41
FT.=FEET/FOOT S.I.R.=SETIRONROD
L=ARCLENGTH SE=SOUTHEAST NORTH, RANGE 13, EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO
M=MEASURED SW=SOUTHWEST THE PLAT THEREOF RECORDED JULY 27, 1925 AS DOCUMENT NUMBER 8987353,
N=NORTH W=WEST (EXCEPTING THEREFROM THE WEST 7 FEET OF THE NORTH 18.82 FEET OF LOT
NE=NORTHEAST
 4 AFORESAID AND EXCEPTING ALSO THAT PART OF THE SOUTH 6.18 FROM OF
 = CHAIN LINK FENCE SAID LOT 4 AND THAT PART OF SAID LOT 5 LYING WESTERLY OF A CURVED
 = WOOD FENCE 20' 10' 0 20'
 = METAL FENCE LINE THE RADIUS OF WHICH IS 960 FEET AND CURVE BEING TANGENT TO A
 = VINYL FENCE BASIS OF BEARING:
 = EASEMENT LINE
 LINE PARALLEL WITH AND 40 FEET EAST OF THE WEST LINE OF SECTION 22, NORTH LINE OF KENNEY STREET AS FOUND
 = SETBACK LINE AFORESAID AT A POINT 6.18 FEET NORTH OF THE SOUTH LINE OF SAID LOT MONUMENTED AND OCCUPIED PER RECORD
 = INTERIOR LOT LINE 4 AND TANGENT TO A LINE PARALLEL WITH AND 70 FEET NORTHWESTERLY SUBDIVISION.
 S 90°00'00" W (A)
 MEASURED AT RIGHT ANGLES TO SOUTHWESTERLY LINE OF CICERO AVENUE AT
 A POINT 5.6 FEET SOUTHEASTERLY OF THE NORTHWESTERLY LINE OF LOT 10
 IN NILES CENTER STATION SUBDIVISION AFORESAID CONDEMNED BY
 PROCEEDINGS HAD IN CASE 63866) IN COOK COUNTY, ILLINOIS.

 PARCEL 2: LOT 6 (EXCEPT THAT PART OF SAID LOT LYING WESTERLY OF A
 CURVED LINE, THE RADIUS OF WHICH IS 960 FEET AND BEING TANGENT TO A
 LINE PARALLEL WITH AND 40 FEET EAST OF THE WEST LINE OF SECTION 22,
 TOWNSHIP 41 NORTH, RANGE 13, EAST OF THE THIRD PRINCIPAL MERIDIAN,
 AT A POINT 6.38 FEET NORTH OF THE SOUTH LINE OF LOT 4 IN NILES
 CENTER STATION SUBDIVISION AND TANGENT TO A LINE PARALLEL WITH AND
 70 FEET NORTHEASTERLY (MEASURED AT RIGHT ANGLES) TO THE
 SOUTHWESTERLY STRAIGHT LINE OF CICERO AVENUE AT A POINT 5.6 FEET
 SOUTHEASTERLY FROM THE NORTHWESTERLY LINE OF LOT 10 IN SAID
 SUBDIVISION) IN NILES CENTER STATION SUBDIVISION IN THE SOUTHWEST
 1/4 OF SECTION 22, TOWNSHIP 41 NORTH, RANGE 13, EAST OF THE THIRD
 PRINCIPAL MERIDIAN, IN COOK COUNTY ILLINOIS.
 AREA OF SURVEY:

 "CONTAINING 10,559
 _________ SQ. FT. OR 0.24
 _______ ACRES MORE OR LESS"




 T 1
 LO
 BUILDING CORNER
 AT CORNER EAST LINE OF THE WEST 7 Ft. OF LOT 4 CONCRETE 0.1' N
 FOUND CROSS BUILDING CENTER OF CHAIN LINK
 ON LINE & 3.00' W 1 STORY CORNER 0.98' S FENCE 0.5' N & 3.2' E
 BRICK N 90°00'00" E (M)
 0.4' CONCRETE
 BUILDING 113.84' (C/M) 16.2' 0.4'




 N 01°07'07" E (M)
 2.2' 3.1'



 18.82' (M)
 SOUTH LINE OF THE NORTH 18.82 Ft. OF LOT 4 CONCRETE

 25.0' (R)
 METAL

 T 4
 O




 SKOKIE BOULEVARD
 L
 50.1'
 EXCEPTION
 49.0'
 4 STORY




 16' PUBLIC ALLEY
 BRICK
 T 5
 CONCRETE
 LO
 BUILDING

 25.0' (R)
 OVERHANG
 FIRE


 CONCRETE CURB
 ESCAPE

 80.0'
 CENTER OF CHAIN




 (R.O.W. VARIES)
 BUILDING CORNER LINK FENCE 2.3' E




 S 01°07'39" W (M)
 93.93' (M)
 43.91' N & 0.56' W


 HERE-TO-FORE DEDICATED
 BRICK
 CENTER OF CHAIN




 L=65.13' (M)
 LINK FENCE 0.3' W
 FOUND CROSS
 3.12' W

 43.93' (M)
 43.83'
 6
 RAD=960.00' (D) T
 BY DOCUMENT NO. 1521929004
 14
 N
 46
 °3
 LO
 7'
 .5 10
 4' "W
 (C (M
 10.0' /M )
 10.0' ) 2.0'

 CONCRETE 100.68' (C/M) WALK
 S 90°00'00" W (A)

 CENTER OF CHAIN LINK CENTER OF CHAIN
 FENCE 10.3' S & 10.8' W LINK FENCE 0.6' S

 CONCRETE CURB
 HERE-TO-FORE DEDICATED
 BY DOCUMENT NO. 1521929004
 (66' R.O.W.)

 KENNEY STREET

 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.
 L EE MOR
 STANDARDS FOR A BOUNDARY SURVEY," AND THAT THE 2. ROOF LINES AND OVERHANGS ARE TYPICALLY NOT SHOWN HEREON.
 PLAT HEREON DRAWN IS A CORRECT REPRESENTATION 3. COMPARE ALL DISTANCES AND POINTS IN FIELD AND REPORT

 JAME
 OF SAID SURVEY. 2317 R ANY DISCREPANCIES TO SURVEYOR AT ONCE.
 RE
 A STRUCTU 4. NO DIMENSIONS SHALL BE ASSUMED BY SCALING.

 I SON
 INFR !
 NVIRO NMENTS L I FE PROFESSIONAL
 S
 TER BETTER E 28TH
 DATED, THIS_______DAY SEPTEMBER
 OF____________, A.D.,
 BET BET TE R LAND
 2022, AT LISLE, ILLINOIS. 8105-8107  SKOKIE BOULEVARD
 ADDRESS COMMONLY KNOWN AS ____________________________________
 SURVEYOR
 Morris Engineering, Inc. SKOKIE, ILLINOIS
 ____________________________________
 STATE OF
 515 Warrenville Road, Lisle, IL 60532 ILLINOIS MICHAEL FREEMAN LTD.
 ______________________________________________ S CLIENT _______________________________________________________
 Phone: (630) 271-0770 L IS I
 FAX: (630) 271-0774 ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 035-2317
 LICENSE EXPIRATION DATE NOVEMBER 30, 2022
 LE , IL L IN0 09/27/2022 (MD/JN)
 FIELDWORK DATE (CREW)_________________________________________
 WEBSITE: WWW.ECIVIL.COM ILLINOIS BUSINESS REGISTRATION NO. 184-001245 RE.S. REVISED:04/24/2024
 DRAWN BY:_______ 22-09-0180
 __________ JOB NO. __________________
 46.67




 N


 8.08 21.16


 Skokie Fire Truck - Large
 feet

 Width : 8.00 SCALE 1" = 30'
 Track : 7.69
 Lock to Lock Time : 6.0
 Steering Angle : 31.8 0 30 60




 VEHICLE ENVELOPES

 FRONT TIRE PATH


 REAR TIRE PATH


 VEHICLE BODY ENVELOPE




 SKOKIE BLVD




 KEENEY STREET




 FIRE TRUCK MANEUVERS


 SKOKIE BLVD AND KEENEY ST
 spacecoinc.com Rosemont, IL - Morris, IL - Indianapolis, IN
 SKOKIE, ILLINOIS
  DATE:11/21/24 FILENAME:
 13359.02 FIRETRUCK TURN JOB NO:13359.02

N:\Projects 13000-13999\13359\13359.02\EXHIBITS\13359.02 FIRETRUCK TURN.dgn Default User=mgarvey
 (312) 750-1800


 180 W. WASHINGTON
 CHICAGO, ILLINOIS 60602
 FAX (312) 750-1801

 PROFESSIONAL DESIGN FIRM
 ARCHITECT CORPORATION
 LICENSE NUMBER 184 - 001485




 ISSUED - REVIEW
 ISSUED - REVIEW
 ISSUED - PERMIT OCT. 7, 2024
 ISSUED - BID



 OF I L L
 TE I N
 A O
 ST
 IS




 LI CT
 C EN E
 SE IT
 D A RC H




cHANNA ARCHITECTS, INC. 2024
 (312) 750-1800


 180 W. WASHINGTON
 CHICAGO, ILLINOIS 60602
 FAX (312) 750-1801

 PROFESSIONAL DESIGN FIRM
 ARCHITECT CORPORATION
 LICENSE NUMBER 184 - 001485




 ISSUED - REVIEW
 ISSUED - REVIEW
 ISSUED - PERMIT OCT. 7, 2024
 ISSUED - BID



 OF I L L
 TE I N
 A O
 ST
 IS




 LI CT
 C EN E
 SE IT
 D A RC H




cHANNA ARCHITECTS, INC. 2024
 (312) 750-1800


 180 W. WASHINGTON
 CHICAGO, ILLINOIS 60602
 FAX (312) 750-1801

 PROFESSIONAL DESIGN FIRM
 ARCHITECT CORPORATION
 LICENSE NUMBER 184 - 001485




 ISSUED - REVIEW
 ISSUED - REVIEW
 ISSUED - PERMIT OCT. 7, 2024
 ISSUED - BID



 OF I L L
 TE I N
 A O
 ST
 IS




 LI CT
 C EN E
 SE IT
 D A RC H




cHANNA ARCHITECTS, INC. 2024
 (312) 750-1800


 180 W. WASHINGTON
 CHICAGO, ILLINOIS 60602
 FAX (312) 750-1801

 PROFESSIONAL DESIGN FIRM
 ARCHITECT CORPORATION
 LICENSE NUMBER 184 - 001485




 ISSUED - REVIEW
 ISSUED - REVIEW
 ISSUED - PERMIT OCT. 7, 2024
 ISSUED - BID



 OF I L L
 TE I N
 A O
 ST
 IS




 LI CT
 C EN E
 SE IT
 D A RC H




cHANNA ARCHITECTS, INC. 2024
 (312) 750-1800


 180 W. WASHINGTON
 CHICAGO, ILLINOIS 60602
 FAX (312) 750-1801

 PROFESSIONAL DESIGN FIRM
 ARCHITECT CORPORATION
 LICENSE NUMBER 184 - 001485




 ISSUED - REVIEW
 ISSUED - REVIEW
 ISSUED - PERMIT OCT. 7, 2024
 ISSUED - BID



 OF I L L
 TE I N
 A O
 ST
 IS




 LI CT
 C EN E
 SE IT
 D A RC H




cHANNA ARCHITECTS, INC. 2024
 (312) 750-1800


 180 W. WASHINGTON
 CHICAGO, ILLINOIS 60602
 FAX (312) 750-1801

 PROFESSIONAL DESIGN FIRM
 ARCHITECT CORPORATION
 LICENSE NUMBER 184 - 001485




 ISSUED - REVIEW
 ISSUED - REVIEW
 ISSUED - PERMIT OCT. 7, 2024
 ISSUED - BID



 OF I L L
 TE I N
 A O
 ST
 IS




 LI CT
 C EN E
 SE IT
 D A RC H




cHANNA ARCHITECTS, INC. 2024
 (312) 750-1800


 180 W. WASHINGTON
 CHICAGO, ILLINOIS 60602
 FAX (312) 750-1801

 PROFESSIONAL DESIGN FIRM
 ARCHITECT CORPORATION
 LICENSE NUMBER 184 - 001485




 ISSUED - REVIEW
 ISSUED - REVIEW
 ISSUED - PERMIT OCT. 7, 2024
 ISSUED - BID



 OF I L L
 TE I N
 A O
 ST
 IS




 LI CT
 C EN E
 SE IT
 D A RC H




cHANNA ARCHITECTS, INC. 2024
 (312) 750-1800


 180 W. WASHINGTON
 CHICAGO, ILLINOIS 60602
 FAX (312) 750-1801

 PROFESSIONAL DESIGN FIRM
 ARCHITECT CORPORATION
 LICENSE NUMBER 184 - 001485




 ISSUED - REVIEW
 ISSUED - REVIEW
 ISSUED - PERMIT OCT. 7, 2024
 ISSUED - BID



 OF I L L
 TE I N
 A O
 ST
 IS




 LI CT
 C EN E
 SE IT
 D A RC H




cHANNA ARCHITECTS, INC. 2024
 (312) 750-1800


 180 W. WASHINGTON
 CHICAGO, ILLINOIS 60602
 FAX (312) 750-1801

 PROFESSIONAL DESIGN FIRM
 ARCHITECT CORPORATION
 LICENSE NUMBER 184 - 001485




 ISSUED - REVIEW
 ISSUED - REVIEW
 ISSUED - PERMIT OCT. 7, 2024
 ISSUED - BID



 OF I L L
 TE I N
 A O
 ST
 IS




 LI CT
 C EN E
 SE IT
 D A RC H




cHANNA ARCHITECTS, INC. 2024
 (312) 750-1800


 180 W. WASHINGTON
 CHICAGO, ILLINOIS 60602
 FAX (312) 750-1801

 PROFESSIONAL DESIGN FIRM
 ARCHITECT CORPORATION
 LICENSE NUMBER 184 - 001485




 ISSUED - REVIEW
 ISSUED - REVIEW
 ISSUED - PERMIT OCT. 7, 2024
 ISSUED - BID



 OF I L L
 TE I N
 A O
 ST
 IS




 LI CT
 C EN E
 SE IT
 D A RC H




cHANNA ARCHITECTS, INC. 2024
 (312) 750-1800


 180 W. WASHINGTON
 CHICAGO, ILLINOIS 60602
 FAX (312) 750-1801

 PROFESSIONAL DESIGN FIRM
 ARCHITECT CORPORATION
 LICENSE NUMBER 184 - 001485




 ISSUED - REVIEW
 ISSUED - REVIEW
 ISSUED - PERMIT OCT. 7, 2024
 ISSUED - BID



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cHANNA ARCHITECTS, INC. 2024
 (312) 750-1800


 180 W. WASHINGTON
 CHICAGO, ILLINOIS 60602
 FAX (312) 750-1801

 PROFESSIONAL DESIGN FIRM
 ARCHITECT CORPORATION
 LICENSE NUMBER 184 - 001485




 ISSUED - REVIEW
 ISSUED - REVIEW
 ISSUED - PERMIT OCT. 7, 2024
 ISSUED - BID



 OF I L L
 TE I N
 A O
 ST
 IS




 LI CT
 C EN E
 SE IT
 D A RC H




cHANNA ARCHITECTS, INC. 2024

DRAFT – NOT APPROVED


 Meeting Minutes for
 Appearance Commission
 January 8th, 2025 | 7:30 PM
Skokie Village Hall | 5127 Oakton Street, Skokie IL 60077 | Council Chambers
 Members Present: Michael Lynk, Chair
 Thomas DaMario, Vice Chair
 Joe Maschek
 Julie Naumiak
 Jay Pathak
 Archana Shah
 Maryjane Klein
 Members Absent:
 Presiding Officer: Brian Augustine, Zoning Administrator
 Staff Present: Jose Acosta, Planning Coordinator
 Others Present:


 1) Time Meeting was Called to Order/Declaration of Quorum

 A quorum being present, Chairman Lynk called the meeting to order at 7:30 PM.

 2) Approval of Meeting Minutes

 A motion was made by Commissioner Naumiak to approve the minutes of the December
 11, 2024 Appearance Commission meeting. The motion was seconded by Commissioner
 Pathak. All members voted aye.

 3) Old Business

 4) New Business

 2024-057A – 9303 Lincolnwood Drive (Residential)
 Applicant & Owner: Christopher Glomp & Chantell Johnson
 Request: 2-story addition

 Discussion & Interested Parties
 Staff comments were read into the record.

 Brian Augustine, the presiding officer, corrected the staff comments provided regarding
 the window matching for the East elevation, which was intended to say West elevation.




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 Chairman Lynk confirmed with the petitioner that the addition will match existing
 materials and that it will look congruous as if it were there originally. The project
 Architect confirmed this to be true.

 Chairman Lynk asked if the brick color will be the same. The Architect stated that their
 intention is to re-use the brick from the existing garage that will be removed.

 Commissioner DaMario inquired about the West elevation window from the staff
 comments. The Architect explained that the window is further back and not visible from
 the street, so the petitioners found it unnecessary to include the additional window on the
 West elevation.

 Commissioner Maschek shared his appreciation and support for the proposal but stated he
 had one suggestion for the South elevation. He suggested adding a one-foot projection on
 the eave over the office to create a break in the long elevation. The Architect
 acknowledged the suggestion.

 Commissioner Klein asked if the petitioner will be adding new landscaping.
 The Architect explained that the rendering does not show the existing landscaping but the
 property images shows a buffer of landscaping in their rear yard to provide more privacy
 and additional landscaping will be added as the garage door is being repositioned.

 Recommendation & Voting
 A motion was made to grant a Certificate of Appropriateness as presented. The vote was
 unanimous with one absence.

 Motion: Julie Naumiak Second: Jay Pathak

 Ayes:7
 Nays:0


 2024-058A – 4750 Keeney Street (Mixed-Use)
 Applicant & Owner: 8101 Skokie Blvd LLC
 Request: New Mixed-Use Building

 Discussion & Interested Parties
 Staff comments were read into the record.

 The project Architect addressed the staff comments by altering the North elevation by
 adding three vertical recesses that are painted black to add to the design elements of the
 North elevation.

 Commissioner DaMario asked how they will be achieving that look. The Architect
 clarified that that they will be removing brick and adding black metal panels to achieve
 the proposed look.


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 Commissioner Naumiak asked if the window trim was black. The Architect confirmed
 this to be true.

 Commissioner Joe Maschek commented that the North elevation will be up against the
 Ignite building and the two blank elevations will be up against the property line and will
 eventually be covered. He also mentioned that the windows in the North elevation are set
 back by 5 feet so it is not just a flat elevation, and agrees that the black vertical panels
 will add to the façade.

 Commissioner Maschek commented that entrance on the North-West corner has elements
 of color on it, and would like to see more color added on the façade with frontage on
 Skokie Boulevard and on the roof. Commissioner Maschek commented on the
 importance of improving that corner as the surrounding area gets redeveloped.

 Commissioner Klein commented that different paving by the entrance of the residential
 and commercial space may help the space stand out. Commissioner Maschek commented
 that paving would make space for public art and transform the corridor into something
 more attractive.

 Commissioner DaMario asked what the projections on the roof are. The Architect
 explained that there is a roof deck and they are projected canopies with fabric material.

 Recommendation & Voting
 A motion was made to grant a Certificate of Appropriateness as presented with the
 inclusion of adding elements of color at the roof, adding a paver or paved area in the
 parkway, and adding vertical bands on the North elevation. The vote was unanimous.

 Motion: Thomas DaMario Second: Julie Naumiak
 Ayes: 7
 Nays: 0


 5) Public Comment

 There were no members of the public present to provide public comment.

 6) Adjournment

 Meeting adjourned at 7:56 PM

Respectfully Submitted

Jose Acosta,
Planning Coordinator




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