Zoning Board of Appeals — Skokie, IL
Date: 2024-12-04

Agenda for

 ZONING BOARD OF APPEALS

 December 4, 2024 | 7:30 PM

 Council Chambers – Village of Hall – 5127 Oakton Street, Skokie, IL 60077

 1) Call to Order Declaration of Quorum

 2) Roll Call

 3) Approval of November 20, 2024 Meeting Minutes

 4) Old Business

 5) New Business

 a. 2024-01Z – 8240 Harding Ave
 Daniel & Daniela Petrean request a variation in order to construct a second-floor addition
 resulting in the continuation of the combined side yards equaling 12.8 feet rather than the 17.5
 feet minimum as required by Section 118-125 (6) b. of the Skokie Village Zoning Code in an R2
 Single-Family district.
 PINs: 10-23-309-027-0000 & 10-23-309-040-0000

 b. 2024-02Z – 9100 Kenton Ave
 Nashaud Qureishi requests a variation to maintain a residence with a height of 28-foot 10-inch
 rather than the 28-foot maximum as allowed by Section 118-124 (3) a. of the Skokie Village
 Zoning Code in an R1 Single-Family district.
 PIN: 10-15-303-050-0000

 6) Public Comment

 7) Communications from Staff

 8) Adjournment




Individuals with questions or feedback about an agenda item may contact Brian Augustine, Zoning Administrator at
brian.augustine@skokie.org or 847.933.8223
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

VOSDOCS-#623377-v1-Meeting_Agenda_-_Zoning_Board_of_Appeals_-_December_4__2024
 Zoning Board of Appeals Meeting Minutes
 Date: November 20, 2024

ZBA MEMBERS PRESENT: Brian O’Donnell - Chair
 Richard Perlin - Vice-Chair
 Israel Pollack, Nicholas Werth,
 Sean Arden, Elaine Jacobson,
 David Putrus, and David Solovy

ZBA MEMBER ABSENT: Sharon Roos-Kirkpatrick

STAFF PRESENT: Tyler Kobylski, Asst Corporation Council,
 Brian Augustine, Zoning Administrator, and
 Marlene Bargamian, Administrative Assistant

(I) CALL TO ORDER
 A quorum being present, Chair O’Donnell called the meeting to order at 7:30 PM.

(II) APPROVAL OF MINUTES
 A motion to approve the minutes of the November 15, 2023 meeting was made by ZBA
 member Werth and seconded by ZBA member Jacobson.

 Ayes: Unanimous voice vote in unison

(III) RULING ON NOTICE
 Assistant Corporation Counsel Kobylski announced that notice was not provided in either
 case.

(IV) CASE DESCRIPTIONS
 Case 2024-01Z – 8240 Harding Avenue
 Daniel & Daniela Petrean request a variation in order to construct a second-floor addition
 resulting in the continuation of the combined side yards equaling 12,8 feet rather than the
 17.5 feet minimum as required by Section 118-125 (6) b. of the Skokie /village Zoning Code
 in an R2 Single-Family district. façade as required by Section 82-2 of the Skokie Village
 Code in a B2 Commercial district.
 PIN: 10-23-090-027-0000 and 10-23-090-040-0000

 Case 2024-02Z – 9100 Kenton Avenue
 Nashaud Qureishi requests a variation to maintain a residence with a height of 28-foot-10-
 inch rather than the 28—foot maximum as allowed by Section 118-124(3) a. of the Skokie
 Village Zoning Code in an R1 Single-Family district.
 PIN: 10-15-303-050-0000.

(V) RECOMMENDATIONS AND VOTING
 As notice was not provided to neighboring properties, Chairman O’Donnell recommended to
 continue the cases to the December 4, 2024 meeting. He asked the petitioners if they were
 agreeable to the new meeting date. Both applicants accepted his recommendation.

 There were no public comments and no audience.

 No vote was taken.


# 623314 Zoning Board of Appeals meeting minutes November 20, 2024
.

(VI) ITEMS FOR COMMUNICATION
 The next meeting will be held on Dec. 4, 2024.

(VII) ADJOURNMENT
 Chair O’Donnell adjourned the meeting at 7:36 PM.

 Respectfully submitted,
 Marlene Bargamian,
 Administrative Assistant




# 623314 Zoning Board of Appeals meeting minutes November 20, 2024
STAFF REPORT 2024-01Z: Variation
Community Development Department Council Chambers, 7:30 PM, December 04, 2024


To: Brian O’Donnell, Chairman, Zoning Board of Appeals
From: Brian J. Augustine, Zoning Administrator
Re: 8240 Harding Ave – Side Yard Variation


 General Information
 Location 8240 Harding Avenue
 Request Variation in order to construct an addition with combined side
 yards of 12.8 feet
 Zoning Requirement 17.5 feet minimum combined side yards – Side yards on a lot 70
 feet or wider must provide combined side yards of at least 20%
 of lot width (118-125 6b)
 Petitioner Daniel and Daniela Petrean
 Existing Zoning & R2 Single Family – Detached residence
 Land Use
 North R2 Single Family – Detached residences
 South R2 Single Family – Detached residences
 East R2 Single-Family – Detached residences
 West R2 Single-Family – Detached residences
 Assigned to Richard Perlin

SITE INFORMATION
 • The property is an interior lot located on the 8200 block of Harding Avenue that
 abuts an alley.
 • The residence was constructed in 1950 and the garage was added in 1955.

PETITIONER’S SUBMITTAL
The petitioner is requesting a variation in order to construct a second-floor addition
resulting in combined side yards of 12.8 feet, rather than the 17.5 feet minimum.


APPEARANCE COMMISSION
The Appearance Commission granted a certificate of appropriateness for the proposed
addition at its June 12, 2024 meeting.


ZBA Staff Report for 2024-1Z – 8240 Harding Ave – 623204
STAFF ANALYSIS AND RECOMMENDATION
Staff Comment and Review sheets were sent to all pertinent divisions and departments.
Based on the proposed Findings of Fact, Staff recommends that the petitioner’s request
to construct a second-floor addition resulting in combined side yards of 12.8 feet rather
than the 17.5-foot minimum, be granted.
The petitioner is proposing to construct a second-floor addition over the existing house.
The addition will not be constructed over the attached garage. The addition will
continue the existing 8.4-foot south side yard. Combined with the existing 4.4-foot
north side yard, the result is continuation of the existing 12.8-foot combined side yards.
Staff is supportive of the petitioner’s request because the building was constructed
legally in the 1950’s and met all yard requirements at the time of construction. The
building’s side yards were made nonconforming in 2002 when the side yards were
increased to 7-foot minimum with combined side yards needing to equal 20% or more
of the lot width. The necessity for the variance was not created by the owner as this
code change was requested by the Village of Skokie Board of Trustees.


ATTACHMENTS
1. Proposed Findings of Fact
2. Master Plan Commission Report for case 2001-34P




ZBA Staff Report for 2024-1Z – 8240 Harding Ave – 623204
Proposed Findings of Fact 2024-01Z: Variation
Community Development Department Council Chambers, 7:30 PM, December 4, 2024


 1 Consideration Limitation on the use of the property due to physical, topographical, and
 geologic features.
 Finding There are no limitations on the property due to physical, topographical or
 geologic features that would prevent the applicant from meeting the side
 yard requirement.
 2 Consideration The applicant can demonstrate that without a variance there can be no
 reasonable use of the property.
 Finding The applicant would most likely have a reasonable use of the property
 without a side yard variation.
 Consideration The granting of the variance is not based solely on economic reasons.
 Finding The granting of the variance appears to be based on meeting current
 building setbacks at the time original house was constructed.
 4 Consideration The necessity for the variance was not created by the property owner.
 Finding The petitioner is requesting a side yard variation due to Zoning Chapter
 changes that were approved in 2002. The changes increased side yard
 requirements on wider lots.
 5 Consideration The variance requested is the minimum variance necessary to allow
 reasonable use of the property.
 Finding The request appears to be the minimum necessary to allow for reasonable
 use of the property as the applicant is following the existing already
 established setbacks.
 6 Consideration The granting of the variance will not be injurious to the public health,
 safety, or welfare.
 Finding The granting of the variance will not be injurious to public health, safety or
 welfare as the addition will be required to meet all building code
 requirements.
 7 Consideration The property subject to the variance request possesses one or more unique
 characteristics generally not applicable to similarly situated properties

 Finding This lot is wider than most lots in the R2 zoning district. The Zoning
 Chapter changes from 2002 increased the yard requirements for wider lots
 in the district. The subject property’s yards became non-conforming when
 this ordinance passed.




ZBA Staff Report for 2024-1Z – 8240 Harding Ave – 623204
PETITIONER STATEMENT

August 27, 2024

Village ofSkokie
Variance for single family residence addition


Re: Daniel Petrean
 8240 Harding Avenue
 Skokie, IL



The existing house has a north side yard setback of 4.4 feet and a south side yard setback
of 8.4 feet. The property is zoned R-2 which states: "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."


I am proposing to add a second floor addition over the southern portion of the existing
house and have it align with the existing south side first floor walls for aesthetic and
structural reasons.


The existing south side yard setback is 8.4 feet, which is greater than 7 feet.




Sincerely,

Daniel Petrean
Owner
 SOUTH LINE OF MADISON STREET


LOTS 89, 90 AND THE NORTH HALF OF LOT 91 IN TALMAN AND
THSELE'S CRAWFORD-NILES CENTER SUBDIVISION BEING A SUBDIVISION
OF LOTS 1, 2, 5 AND 6 IN SUBDIVISION OF LOTS 2 AND 3 IN
SUPERIOR COURT PARTITION OF THE EAST HALF OF THE SOUTHEAST
QUARTER OF SECTION 22 AND THE SOUTHWEST QUARTER OF
SECTION 23, ALL IN TOWNSHIP 41 NORTH, RANGE 13 EAST OF 1HE
THIRD PRiNCIPAL MERIDIAN, iN COOK COUNTY, ILLINOIS.




 FOUND CROSS SUBJECT PROPERTY AREA
 0.12' SOUTH
 2.05' EAST
 10,762 SQ. FT, (more or less)
 NORTH FACE
 CHAIN LINK FENCE WOOD FENCE
 0.2' SOUTH




 A
 26.3'




 ^-
 ^^
 0
 0
< ^
 THIS PROFESSIONAL SERVICE CONFORMS TO THE
 CURRENT ILUNOIS STANDARDS FOR A BOUNDARY SURVEY.
 DATED: 8/2J/2024

 14.9'



 ONE STORY
 BRiCK & FRAME
 RESIDENCE
 ^8240
 ,.S. No. 2625
 LICENSE RENEWAL DATE: NOVEMBER 30, 2024
 SURVEY No. 24-08-025


 PREPARED FOR: DANIEL PCTREAN

 34.0'




 -»<-
 DESIGN FIRM REGISTRATION NO. 184-005577-0010
 WOOD & 7808 W. 103RO STREET
 W!RE FENCE
 2' SOLTTH
 PALOS HILLS, 8LUNOIS 60465-1529
 Phone (708) 599-3737
 BEARINGS SHOWN HEREON ARE BASED ON IL S.P.C. EAST ZONE.
 IMPROVEMEMTS SHOULD BE CONSTRUCTED ON THE BASIS OF THIS PLAT ALONE AND
 NO DIMENSIONS, LENGTHS OR WIDTHS SHOULD BE ASSUMED FROM SCALING. FIELD
 MONUMENTAKON OF CRmCAL PO!NTS SHOULD BE
 COMMENCEMENT OF CONSTRUCTION.
 66.00'
 R.O.W.
 REFER TO DEEDS, ABSTRACTS. POUCIES, SEARCHES OR COMMmENTS.
 DOCUMENTS, CONTRACTS AND BUILDING WQ ZONING ORDINANCES.
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STAFF REPORT 2024-02Z: Variation
Community Development Department Council Chambers, 7:30 PM, December 04, 2024


To: Brian O’Donnell, Chairman, Zoning Board of Appeals
From: Brian J. Augustine, Zoning Administrator
Re: 9100 Kenton Ave – Building Height Variation


 General Information
 Location 9100 Kenton Avenue
 Request Variation in order to maintain a building height of 28-foot 10-
 inches.
 Zoning Requirement 28-foot maximum building height if lot width is less than 60 feet
 (118-124 (3)a.)
 Petitioner Nashaud Qureishi
 Existing Zoning & R1 Single Family – Detached residence (currently under
 Land Use construction)
 North R1 Single-Family – Detached residences
 South R4 Multi-Family – 3-story multi-family residence
 East R1 Single-Family – Detached residences
 West R1 Single-Family – Detached residences
 Assigned to Israel Pollack

SITE INFORMATION
 • The property is a corner lot located at the northwest corner of Kenton Ave and
 Davis St.
 • The original residence was constructed in 1959.

PETITIONER’S SUBMITTAL
The petitioner is requesting a variation in order to maintain a building height of 28-feet
10-inches rather than 28-foot maximum.


APPEARANCE COMMISSION
The Zoning Ordinance requires any height variation request to first receive a certificate
of appropriateness by the Appearance Commission. The Appearance Commission
granted the certificate at its August 14, 2024 meeting.


ZBA Staff Report for 2024-2Z – 9100 Kenton - 623158
STAFF ANALYSIS AND RECOMMENDATION
Staff Comment and Review sheets were sent to all pertinent divisions and departments.
Based on the proposed Findings of Fact, Staff recommends that the petitioner’s request
to maintain a residence with a 28-foot 10-inch height rather than the 28-foot maximum,
be denied.
The applicant obtained a building permit to construct a major addition/remodel to the
existing home on April 30, 2024. On June 21, 2024, a framing inspection was denied
for several reasons, one of which was the addition exceeded the allowable building
height. The applicant re-appeared before the Appearance Commission and was granted
a certificate of appropriateness for the current height on August 14, 2024.

Staff is not supportive of the petitioner’s request for a height variation. The request is
not consistent with the attached Proposed Findings of Fact. There are no physical
limitations to the property that would prevent a 28-foot tall building and a reasonable
use of the property is possible if the height requirement is met. The necessity for the
variance is self-created due to an error by the owner or someone hired by the owner to
construct the addition. The lot also has no unique characteristics to it and appears to
be a standard corner lot.

ATTACHMENTS
1. Proposed Findings of Fact




ZBA Staff Report for 2024-2Z – 9100 Kenton - 623158
Proposed Findings of Fact 2024-02Z: Variation
Community Development Department Council Chambers, 7:30 PM, December 4, 2024


 1 Consideration Limitation on the use of the property due to physical, topographical, and
 geologic features.
 Finding There are no limitations on the property due to physical, topographical or
 geologic features that would prevent the applicant from meeting the zoning
 requirement. The building can meet the 28-foot maximum height as
 allowed by the Zoning Ordinance.
 2 Consideration The applicant can demonstrate that without a variance there can be no
 reasonable use of the property.
 Finding Staff feels the applicant would most likely have a reasonable use of the
 property without a building height variation. The approved building permit
 shows a building with a height of 28 feet.
 3 Consideration The granting of the variance is not based solely on economic reasons.
 Finding Staff feels the granting of variance is based on economic reasons as the
 petitioner will save money if they do not have to reconstruct the roof or a
 major portion of the roof.
 4 Consideration The necessity for the variance was not created by the property owner.
 Finding Staff feels the necessity for the variance in this case was either created by
 the property owner or someone hired by the owner.
 5 Consideration The variance requested is the minimum variance necessary to allow
 reasonable use of the property.
 Finding Staff feels the requested variance is not the minimum variance necessary to
 allow reasonable use of the property. A 28-foot tall building should allow
 reasonable use of the property.
 6 Consideration The granting of the variance will not be injurious to the public health,
 safety, or welfare.
 Finding Staff feels the granting of the variance will most likely not be injurious to
 public health or safety as the requested height only exceeds the allowable
 height by ten inches and all building coded requirements will need to be
 adhered to.
 7 Consideration The property subject to the variance request possesses one or more unique
 characteristics generally not applicable to similarly situated properties

 Finding Staff feels there are no unique characteristics to this lot. This lot is a
 standard corner lot in the R1 zoning district and is similar to other lots in the
 area.




ZBA Staff Report for 2024-2Z – 9100 Kenton - 623158
October 14, 2024

PETITIONER STATEMENT - PETITION FOR VARIANCE

9100 Kenton Ave
Skokie, IL 60076
Owner: Naushad Qureishi
Residential Renovation & Addition
PROJECT #PPRU23-1755

To the Village of Skokie Zoning Board of Appeals,

This letter is in regards to project 9100 Kenton Ave single family residential addition + renovation project that is
currently under construction. The framing inspection on June 21, 2024 performed by inspector Steve Klocko noted
that the overall building height to top of roof gable was measured at 28’-10” which as mentioned by the building
department is +10” above the allowed zoning ordinance height of 28’-0”. While the permit drawings showed 28’-0”
height building to top of roof the construction slope miscalculation led to a slightly higher ridge. This was noticed
during inspection and we were then issued a stop work order and construction paused.

We’ve since re-submitted revised structural and architectural drawings to modify existing roof structure in order to
reduce the roof height to 28’-0” but upon city review and coordination we agreed it was not feasible or practical to
modify. The owner then requested the framing contractor to prepare an estimate to demolish and re-frame the entire
roof which the proposal came back at $10,000 and up to 4 weeks of project schedule extension to complete. Due to
cost of demolition, repair and re-frame and the extended schedule we then decided to request for hardship and
submit for zoning appeal.

On August 14, 2024 we presented our request to the Village of Skokie Aesthetic Commissioning committee to which
they agreed the re-framing and reduction of the current existing roof to meet 28’-0” would aesthetically not fit the
scale of the building. Based on that hearing we were then approved to proceed with submitting for the zoning
variance petition with the intent that the zoning board will allow the existing building roof to remain at 28’-10” and
the project to continue working to completion.

We appreciate your time and efforts in this review and hope we can continue to move forward with the project.




View from SE View from East along Kenton View from South


Sincerely,
E.J. Fernandez (AOR)
On behalf of owner:
Naushad Qureishi
nashqureishi@gmail.com
 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
 9100 Kenton Ave
 __________________________________________
 R1
 ZONING DISTRICT _________________

LOT INFO
 52' 137.26' 7,138 SF
 _________________ 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 7,138
 ____________(1) x .40 = ____________
 2,855 2,187
 ____________(4)
 -668
 + / - ____________

IMPERMEABLE AREA 7,138
 ____________(2) x .50 = ____________
 3,569 3,243
 ____________(5)
 -326
 + / - ____________

FLOOR AREA 7,138
 ____________(3) x .60 = ____________
 4,283 4,256
 ____________(6)
 -27
 + / - ____________


 AREA EXISTING AREA NEW AREA PROPOSED
BASEMENT (50% above grade) 696
 _______________ + 0
 _______________ = 731
 _______________(A)

1ST FLOOR (Include attached garage
carport, covered porch, etc)*
 1437
 _______________ +
 30 1467
 _______________ = _______________(B)

2ND FLOOR *
 1461
 _______________ +
 0
 _______________ =
 1461
 _______________(C)

ATTIC (6’-9” OR GREATER)
(2nd Floor top plate to top of roof)
 0
 _______________ +
 1359
 _______________ =
 1359
 _______________(D)

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

DRIVEWAY/APRON
 302
 _______________ +
 254
 _______________ =
 556
 _______________(F)

SIDEWALK & PATIO
 79
 _______________ +
 0
 _______________ = 79
 _______________(G)

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

PROPOSED BUILDING AREA (Add lines B & E) =
 2,187
 _______________ (This # goes on line 4)

PROPOSED IMPERMEABLE AREA (Add lines B, E, F, & G) = 3,243
 _______________ (This # goes on line 5)

PROPOSED FLOOR AREA (Add lines A, B, C, D, & E) = 4,256
 _______________ (This # goes on line 6)

REAR YARD COVERAGE FOR ACCESSORY BUILDINGS:
129.26 5 643
_______________ x _______________ =_______________ x .30 = _______________
 194 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.


______________________________________________
 09/27/2023
 ___________________________
Signature Date

______________________________________________ ___________________________
Reviewed by Community Development Department Date
VOSDOCS-#350061-v1-Zoning_Information_Worksheet.DOC
PROPERTY ADDRESS: 9100 KENTON AVENUE, SKOKIE, ILLINOIS 60076 SURVEY NUMBER: IL2204.1493


 CL
 IL2204.1493 REMAINDER OF
 THE S. 1/2 OF
 BOUNDARY SURVEY VAC. ALLEY
 VAC. ALLEY (NOT INCLUDED)


 5.5' CONC. S/W
 COOK COUNTY
 52.00' (R)
 1.8' ON

 0.4' OFF



 CLF

 O.H.
 21.3'
 13.8'
 O.H. 17.8' O.H.




 KENTON AVENUE (66' R/W)
 6.6'
 17.1'
 8.4'

 20.9'
 CONC.




 CONC. CURB & GUTTER
 0.7' ON CONC. D/W
 REMAINDER OF 2 STORY
 LOT 32 6.9'
 4.1' 4.1' BRICK &
 1.4'
 BLK 9 7.5' FRAME
 1.4'



 137.26' (R)
 (NOT INCLUDED) 6.9' RES.
 69.8'
 #9100



 137.26' (R) CONC. WALK LOT 32
 CONC
 BLK 9 .

 41.3'
 (EX. THE W. 12') CONC.
 STEP


 1

 CONC. D/W
 27.0'
 17.0'
 33.0'
 25.9' 25.4'




 5' CONC. S/W
 52.00' (R)
 CONC. CURB & GUTTER

 33.0'

 DAVIS STREET (66' R/W)
 CL




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


 POINTS OF INTEREST:
 STATE OF ILLINOIS
 COUNTY OF LASALLE
 SS 1. CONCRETE DRIVEWAY OVER PROPERTY LINE

 THIS IS TO CERTIFY THAT THIS PROFESSIONAL SERVICE CONFORMS TO
 THE CURRENT ILLINOIS MINIMUM STANDARDS FOR A BOUNDARY
 SURVEY. GIVEN UNDER MY HAND AND SEAL THIS DATE HEREON.




 ILLINOIS PROFESSIONAL LAND SURVEYOR No. 2971
 LICENSE EXPIRES 11/30/2024
 EXACTA LAND SURVEYORS, LLC
 PROFESSIONAL DESIGN FIRM 184008059-0008

DATE OF SURVEY: 04/16/22
FIELD WORK DATE: 4/15/2022 SEE PAGE 2 OF 2 FOR LEGAL DESCRIPTION
 PAGE 1 OF 2 - NOT VALID WITHOUT ALL PAGES
REVISION DATE(S): (REV.2 9/15/2023) (REV.2 9/13/2023) (REV.1 4/16/2022)
PROPERTY ADDRESS: 9100 KENTON AVENUE, SKOKIE, ILLINOIS 60076 SURVEY NUMBER: IL2204.1493

JOB SPECIFIC SURVEYOR NOTES:




LEGAL DESCRIPTION:
LOT 32 (EXCEPT THE WEST 12 FEET) IN BLOCK 9 IN KRENN AND DATO'S DEVONSHIRE MANOR, BEING A SUBDIVISION IN THE SOUTH 1/2 OF
SECTION 15, TOWNSHIP 41 NORTH, RANGE 13, EAST OF THE THIRD PRINCIPAL MERIDIAN, IN COOK COUNTY, ILLINOIS.




GENERAL SURVEYOR NOTES:
 1. The Legal Description used to perform this survey was 7. Any FEMA flood zone data contained on this survey is for 13. Due to varying construction standards, building dimensions
 supplied by others. This survey does not determine nor imply informational purposes only. Research to obtain said data was are approximate and are not intended to be used for new
 ownership of the lands or any fences shown hereon. Unless performed at www.fema.gov and may not reflect the most construction or planning.
 otherwise noted, an examination of the abstract of title was recent information. 14. Surveyor bearings are used for angular reference and are used
 NOT performed by the signing surveyor to determine which 8. Unless otherwise noted “SIR” indicates a set iron rebar, 5/8 to show angular relationships of lines only and are not related
 instruments, if any, are affecting this property. inch in diameter and twenty-four inches long. or orientated to true or magnetic north. Bearings are shown
 2. The purpose of this survey is to establish the boundary of 9. The symbols reflected in the legend and on this survey may as surveyor bearings, and when shown as matching those on
 the lands described by the legal description provided and have been enlarged or reduced for clarity. The symbols have the subdivision plats on which this survey is based, they are
 to depict the visible improvements thereon for a pending been plotted at the approximate center of the field location to be deemed no more accurate as the determination of a
 financial transaction. Underground footings, utilities, or other and may not represent the actual shape or size of the feature. north orientation made on and for those original subdivision
 service lines, including roof eave overhangs were not located plats. North 00 degrees East is assumed and upon preparation
 as part of this survey. Unless specifically stated otherwise the 10. Points of Interest (POI’s) are select above-ground of this plat, the resulting bearing between found points as
 purpose and intent of this survey is not for any construction improvements, which may appear in conflict with boundary, shown on this survey is the basis of said surveyor bearings as
 activities or future planning. building setback or easement lines, as defined by the defined and required to be noted by Illinois Administrative
 parameters of this survey. These POI’s may not represent Code Title 68, Chapter VII, Sub-Chapter B, Part 1270, Section
 3. If there is a septic tank or drain field shown on this survey, the all items of interest to the viewer. There may be additional
 location depicted hereon was either shown to the surveyor 1270.56, Paragraph B, Sub-Paragraph 6, Item k.
 POI’s which are not shown or called-out as POI’s, or which are
 by a third party or it was estimated by visual above ground otherwise unknown to the surveyor. 15. THIS SURVEY IS A PROFESSIONAL SERVICE IN COMPLIANCE
 inspection. No excavation was performed to determine its WITH THE MINIMUM STANDARDS OF THE STATE OF ILLINOIS.
 location. 11. Utilities shown on the subject property may or may not NO IMPROVEMENTS SHOULD BE MADE ON THE BASIS OF
 indicate the existence of recorded or unrecorded utility THIS PLAT ALONE. PLEASE REFER ALSO TO YOUR DEED, TITLE
 4. This survey is exclusively for a pending financial transaction easements.
 and only to be used by the parties to whom it is certified. POLICY AND LOCAL ORDINANCES. COPYRIGHT BY EXACTA
 12. The information contained on this survey has been performed ILLINOIS SURVEYORS. THIS DOCUMENT MAY ONLY BE USED
 5. Alterations to this survey map and report by other than the exclusively by and is the sole responsibility of Exacta Land BY THE PARTIES TO WHICH IT IS CERTIFIED. PLEASE DIRECT
 signing surveyor are prohibited. Surveyors, LLC. Additional logos or references to third party QUESTIONS OR COMMENTS TO EXACTA ILLINOIS SURVEYORS,
 6. Dimensions are in feet and decimals thereof. firms are for informational purposes only. INC. AT THE PHONE NUMBER SHOWN HEREON.


SURVEYOR’S LEGEND

 C/P - Covered Porch FIR - Found Iron Rod ORB - Official Records Book S/W - Sidewalk
 LINETYPES Elevation
 C/S - Concrete Slab FIRC - Found Iron Rod & Cap ORV - Official Record Volume SBL - Setback Line
 Boundary Line Fire Hydrant
 CATV - Cable TV Riser FN - Found Nail O/A - Overall SCL - Survey Closure Line
 Center Line Find or Set
 CB - Concrete Block FN&D - Found Nail & Disc O/S - Offset SCR - Screen
 Monument
 Chain Link or Wire CH - Chord Bearing FRRSPK - Found Rail Road OFF - Outside Subject Property SEC - Section
 Fence Guywire or Anchor Spike
 CHIM - Chimney OH - Overhang SEP - Septic Tank
 Easement Manhole CLF - Chain Link Fence GAR - Garage OHL - Overhead Utility Lines SEW - Sewer
 Edge of Water Tree CME - Canal Maintenance GM - Gas Meter OHWL - Ordinary High Water SIRC - Set Iron Rod & Cap
 Iron Fence Utility or Light Pole Easement ID - Identification Line SMWE - Storm Water
 CO - Clean Out IE/EE - Ingress/Egress Easement ON - Inside Subject Property Management Easement
 Overhead Lines Well
 CONC - Concrete ILL - Illegible P/E - Pool Equipment SN&D - Set Nail and Disc
 Structure ABBREVIATIONS COR - Corner INST - Instrument PB - Plat Book SQFT - Square Feet
 Survey Tie Line (C) - Calculated CS/W - Concrete Sidewalk INT - Intersection PC - Point of Curvature STL - Survey Tie Line
 Vinyl Fence (D) - Deed CUE - Control Utility Easement IRRE - Irrigation Easement PCC - Point of Compound STY - Story
 (F) - Field CVG - Concrete Valley Gutter L - Length Curvature SV - Sewer Valve
 Wall or Party Wall
 (M) - Measured D/W - Driveway LAE - Limited Access Easement PCP - Permanent Control Point SWE - Sidewalk Easement
 Wood Fence
 (P) - Plat DE - Drainage Easement LB# - License No. (Business) PI - Point of Intersection TBM - Temporary Bench Mark
 SURFACE TYPES PLS - Professional Land
 (R) - Record DF - Drain Field LBE - Limited Buffer Easement TEL - Telephone Facilities
 Asphalt Surveyor
 (S) - Survey DH - Drill Hole LE - Landscape Easement TOB - Top of Bank
 PLT - Planter
 Brick or Tile A/C - Air Conditioning DUE - Drainage & Utility LME - Lake/Landscape TUE - Technological Utility
 Easement Maintenance Easement POB - Point of Beginning Easement
 Concrete AE - Access Easement
 ELEV - Elevation LS# - License No. (Surveyor) POC - Point of Commencement TWP - Township
 Covered Area ANE - Anchor Easement
 EM - Electric Meter MB - Map Book PRC - Point of Reverse TX - Transformer
 ASBL - Accessory Setback Line Curvature
 Water
 B/W - Bay/Box Window ENCL - Enclosure ME - Maintenance Easement TYP - Typical
 Wood PRM - Permanent Reference
 BC - Block Corner ENT - Entrance MES - Mitered End Section Monument UE - Utility Easement
 SYMBOLS BFP - Backflow Preventer EOP - Edge of Pavement MF - Metal Fence PSM - Professional Surveyor UG - Underground
 Benchmark BLDG - Building EOW - Edge of Water MH - Manhole & Mapper UP - Utility Pole
 Center Line BLK - Block ESMT - Easement MHWL - Mean High Water Line PT - Point of Tangency UR - Utility Riser
 BM - Benchmark EUB - Electric Utility Box NR - Non-Radial PUE - Public Utility Easement VF - Vinyl Fence
 Central Angle or
 Delta BR - Bearing Reference F/DH - Found Drill Hole NTS - Not to Scale R - Radius or Radial W/C - Witness Corner
 Common BRL - Building Restriction Line FCM - Found Concrete NAVD88 - North American R/W - Right of Way W/F - Water Filter
 Ownership Monument Vertical Datum 1988 RES - Residential WF - Wood Fence
 BSMT - Basement
 FF - Finished Floor NGVD29 - National Geodetic RGE - Range WM - Water Meter/Valve Box
 Control Point C - Curve
 FIP - Found Iron Pipe Vertical Datum 1929
 Catch Basin C/L - Center Line ROE - Roof Overhang Easement WV - Water valve
 FIPC - Found Iron Pipe & Cap OG - On Ground
 RP - Radius Point

CERTIFIED TO: FLOOD ZONE INFORMATION:
HAUSHAD QUREISHI; CITYWIDE TITLE CORPORATION




DATE SIGNED: 04/16/22

BUYER: HAUSHAD QUREISHI

LENDER:

TITLE COMPANY: CITYWIDE TITLE CORPORATION

COMMITMENT DATE: CLIENT FILE NO: 764799


 SEE PAGE 1 OF 2 FOR MAP OF PROPERTY
 PAGE 2 OF 2 - NOT VALID WITHOUT ALL PAGES
 2


 S0.0 GENERAL NOTES
 S1.0 EXISTING BASEMENT AND FIRST FLOOR PLANS
 S2.0 SECOND FLOOR FRAMING PLAN, SECTIONS AND DETAILS
 S3.0 ROOF FRAMING PLAN, SECTIONS AND DETAILS




 EXISTING SIDEWALK EXISTING SIDEWALK
 TO REMAIN TO REMAIN




SILT FENCE
 HOURS OF CONSTRUCTION:


 SILT F
 6AM-8PM EVERYDAY


 ENCE
 23004


 PROJECT NUMBER
 PPRU23-1755




 ISSUE FOR PERMIT
 07/31/2023

 ISSUE FOR REV.1
 1 01/16/2024
 ISSUE FOR REV.2
 2 04/01/2024
 DOOR SCHEDULE

 ELEVATION SIZE
  MARK REMARKS
 TYPE WIDTH HEIGHT THK.
 010 D1 3'-0" 7'-0" 1-3/8" 201A
 201A
 011 D1 3'-0" 7'-0" 1-3/8"
 012 D1 3'-0" 7'-0" 1-3/8" 207A
 207
 013 D1 3'-0" 7'-0" 1-3/8" 201 202
 EGRESS DOOR. PROVIDE SIDE HINGED
 014 D1 3'-0" 7'-0" 1-3/8" HARDWARE
 REPLACE EXISTING GARAGE DOOR W/ NEW
 014G D3 16'-0" 8'-0" 1-3/4" DOOR SOLID CORE FLUSH OR 45MIN. UL RATED
 015 D1 3'-0" 7'-0" 1-3/8"
 REPLACE EXISTING GARAGE DOOR W/ NEW
 015G D3 10'-0" 8'-0" 1-3/4" DOOR SOLID CORE FLUSH OR 45MIN. UL RATED 201.2
 202 207
 201
 100 D4 6'-0" 8'-0" 1-3/4" 206.1
 104 D1 3'-0" 7'-0" 1-3/8" 206
 203
 105 D1 3'-0" 7'-0" 1-3/8"
 105A D2 4'-0" 7'-0" 1-3/8" 206
 204 205
 105B D1 3'-0" 7'-0" 1-3/8"
 106 D1 3'-0" 7'-0" 1-3/8"
 107 D1 3'-0" 7'-0" 1-3/8"
 107A D2 4'-0" 7'-0" 1-3/8"
 201 D1 3'-0" 7'-0" 1-3/8" 204 205A 205A 205
  201.2 D1 3'-0" 7'-0" 1-3/8"
  201A D1 3'-0" 7'-0" 1-3/8"
 202 D1 3'-0" 7'-0" 1-3/8"
 204 D1 3'-0" 7'-0" 1-3/8"
 205 D1 3'-0" 7'-0" 1-3/8"
 205A D2 4'-0" 7'-0" 1-3/8"
 206 D1 3'-0" 7'-0" 1-3/8"
  206.1 D1 3'-0" 7'-0" 1-3/8"
 207 D1 3'-0" 7'-0" 1-3/8"
 207A D2 4'-0" 7'-0" 1-3/8"
 LEGEND - DOOR ELEVATION


 BATH
 ROOM
 104

 106
 103
 106 107
 104 107 107A




 LIVING ROOM 107A
 D1 D2 D3 D4
 100
 FLUSH BI-FOLD OVERHEAD MAIN
 GARAGE ENTRY 107A


 105
 105B

 WINDOW SCHEDULE 105
 102

 SIZE 105B
  MARK TYPE REMARKS 101

 WIDTH HEIGHT IGU 105A
 GENERAL NOTES:
 105A
 DOUBLE CLEAR 1. WHERE NEW INTERIOR SLAB IS PROVIDED, BASE
 W1 3'-0" 5'-0"
 HUNG 100 FOR INTERIOR SLAB TO BE 4" INCHES OF 3/4"
 DOUBLE STONE (CA7). NO RECYCLED CONTENT.
 W2 3'-0" 4'-0" CLEAR
 HUNG EXIT 1 2. INTERIOR SLAB REQUIRES 10MIL. VAPOR BARRIER
 DOUBLE CLEAR
 W3 3'-2" 6'-8"
 HUNG 3. WHERE PROVIDED IN SLABS ON GROUND,
 W4 FIXED 4'-10" 6'-8" CLEAR REINFORCEMENT SHALL BE SUPPORTED TO REMAIN IN
 PLACE FROM THE CENTER TO UPPER 1/3 OF THE
 SLAB FOR DURATION OF THE CONCRETE PLACEMENT.
 W5 FIXED 4'-3" 4'-2" CLEAR
 4. PROVIDE 3000PSI FOR NEW FOUNDATION AND
 W6 FIXED 3'-2" 6'-8" CLEAR INTERIOR SLAB

 W7 FIXED 4'-3" 5'-8" CLEAR 5. CEMENT TILE BACKERBOARD TO BE USED AT ALL
 BATHROOM WET WALLS IN SHOWER/TUB AREAS.
 W8 FIXED 3'-2" 1'-0" CLEAR

REFER TO A3.0 ELEVATIONS FOR EGRESS WINDOW LOCATIONS

 015
 EXIT 2 12'-6"

 NATURAL LIGHT & VENTILATION SCHEDULE
 014
 LIGHT LIGHT VENT VENT LIGHT VENT
ROOM # TYPE S.F.
 REQ. PROVIDED REQ. PROVIDED % % 012 013 015
  010 FAMILY ROOM 289 23 SF 30 SF 12 SF 10 SF 8 4 013




 MIN. 2% SLOPE
 19'-8"
 012
  100 LIVING ROOM 545 44 SF 224 SF 22 SF 51 SF 8 4
 CORRIDOR
 13'-2"
  101 DINING 120 10 SF 13 SF 5 SF 5 SF 8 4 011 011

  102 KITCHEN 152 12 SF 22 SF 6 SF 9 SF 8 4 23004
 010

 21'-6"
 17'-2" PROJECT NUMBER
  103 LIVING ROOM 172 14 SF 14 SF 7 SF 7 SF 8 4 UNEXCAVATED EXISTING PPRU23-1755



 18'-2"
 015G
  105 BEDROOM 130 10 SF 26 SF 5 SF 13 SF 8 4 014

 NEW OVERHEAD DOOR ISSUE FOR PERMIT
  106 MASTER BATH 101 8 SF 15 SF 4 SF 7 SF 8 4
 07/31/2023

 ISSUE FOR REV.1
 1 01/16/2023
 010
  107 MASTER BED 261 21 SF 65 SF 11 SF 32 SF 8 4 2
 ISSUE FOR REV.2
 21'-8" 04/01/2024


 BEDROOM 147 12 SF 26 SF 6 SF 13 SF 8 4
  201
 4
 014G
  203 STUDY 86 7 SF 24 SF 4 SF 5 SF 8 4

  204 LOFT 91 7 SF 39 SF 4 SF 19 SF 8 4
 52 SF 26 SF
  205 BEDROOM 163 13 SF 7 SF 8 4 4 4
  206 BATH 80 6 SF 6 SF 3 SF 3 SF 8 4 GENERAL BASEMENT NOTE:
 1. BELOW GRADE SLEEPING ROOMS PROHIBITED PER
  207 BEDROOM 190 15 SF 26 SF 8 SF 13 SF 8 4 SECTION 118-53 OF THE SKOKIE VILLAGE CODE
STRUCTURAL ROOF FRAMING PLAN
SEE S3.0




 GENERAL NOTE:

 REFER TO S3.0 FOR ROOF FRAMING PLAN
 23004


 PROJECT NUMBER
 PPRU23-1755




 ISSUE FOR PERMIT
 07/31/2023

 ISSUE FOR REV.1
 1 01/16/2023
 ISSUE FOR REV.2
 2 04/01/2024
 W1 W1 W1 W1

 W1
 W1 W5




W1 W1 W1

 STUCCO
 W1
 W8

 W3 W6 W3 W3 W3 W3 W6
 W7

 W2 W2




W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1

 W2
 EGRESS EGRESS




 28'-10"
 W1 W1 W1 W1 W1 W1 W1



 W1 W1 EGRESS EGRESS



 W3
 W5


 W2 W2 W1 W1
 W3 W4 W3




 EGRESS



 23004


 PROJECT NUMBER
 PPRU23-1755




 ISSUE FOR PERMIT
 07/31/2023

 ISSUE FOR REV.1
 1 01/16/2023
 ISSUE FOR REV.2
 2 04/01/2024
WOOD JOIST, REFER TO
STRUCTURAL
PROVIDE DRAFTSTOPPING
BETWEEN FLOORS


PROVIDE 2" LUMBER
FIREBLOCKING ALONG
EXTERIOR, TYP.


1" AIR GAP
(PROVIDE DRAFTSTOPPING
EVERY 10'-0" BETWEEN
STUDS)
INTERIOR WOOD
FRAMING




 4 FIREBLOCKING AND DRAFTSTOPPING DETAIL, TYP.
 4
 PROVIDE 2" LUMBER
 FIREBLOCKING ALONG
 -
 EXTERIOR, TYP.




 PROVIDE 2" LUMBER
 FIREBLOCKING ALONG
 EXTERIOR, TYP.
 B BASEMENT CEILING
 7'-6" AFF




 BASEMENT




 BASEMENT
 -4'-0" FROM GRADE



 23004


 PROJECT NUMBER
 PPRU23-1755




 3 WALL SECTION THROUGH EXISTING BASEMENT ISSUE FOR PERMIT
 07/31/2023

 ISSUE FOR REV.1
 1 01/16/2023
 ISSUE FOR REV.2
 2 04/01/2024
A. GENERAL NOTES D. TIMBER G. TEMPORARY SUPPORT.

1. THE GENERAL CONTRACTOR AND SUB-CONTRACTORS SHALL INSPECT THE SITE AND 1. ALL SAW-CUT TIMBER SHALL BE DOUGLAS FIR-LARCH (NORTH) GR.1 & BTR WITH THE 1. THIS STRUCTURE IS STABLE AGAINST LATERAL AND VERTICAL LOADS ONLY WHEN ALL
FAMILIARIZE THEMSELVES WITH THE EXISTING FIELD CONDITIONS; ANY DISCREPANCIES BETWEEN FOLLOWING MINIMUM DESIGN VALUE: STRUCTURAL FRAMING MEMBERS ARE PERMANENTLY INSTALLED. UNTIL SUCH TIME, THE
THE ENGINEER'S DRAWINGS AND THE ACTUAL FIELD CONDITIONS MUST BE REPORTED TO THE FIBER BENDING STRESS: 1,150 PSI CONTRACTOR IS SOLELY RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE, FOR ANY AND
ENGINEER BEFORE THE SUBMISSION OF BIDS OR COMMENCEMENT OF WORK. TENSION PARALLEL TO GRAIN: 750 PSI ALL NECESSARY TEMPORARY SUPPORTS AND BRACING TO ENSURE THE STABILITY OF THE
 COMPRESSION PARALLEL TO GRAIN: 1,800 PSI ENTIRE STRUCTURE, INCLUDING INTERIOR WALLS AND SUPPORT POSTS, DURING ALL WORK UNTIL
2.  ALL WORK SPECIFIED IN THE DRAWINGS SHALL BE COMPLETED IN COMPLIANCE WITH ALL COMPRESSION PERPENDICULAR TO GRAIN: 625 PSI ALL THE WORK IS COMPLETE.
GOVERNING STATE AND LOCAL CODES AND ORDINANCES. CONTRACTORS SHALL REVIEW THE HORIZONTAL SHEAR STRESS: 180 PSI
CONTRACT REQUIREMENTS AND ACQUIRE ALL NECESSARY PERMITS FOR THEIR CONTRACT. MODULUS OF ELASTICITY: 1,800,000 PSI 2. ALL TEMPORARY SUPPORTS AND BRACING SHALL BE DETERMINED, FURNISHED, AND
 INSTALLED BY THE CONTRACTOR TO SECURE THE STRUCTURE OR PARTLY ASSEMBLED
3. WORK NOT IN COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS SHALL BE 2. GLUED LAMINATED TIMBER OR LAMINATED VENEER LUMBER (LVL) SHALL BE STRESS CLASS STRUCTURE AGAINST A WIND PRESSURE OF 30 P.S.F. ACTING ON THE PROJECTED SURFACE AREA
REJECTED BY THE ENGINEER, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING 26F-1.9E OR GREATER AND HAVE THE FOLLOWING MINIMUM DESIGN VALUES: OF ALL STRUCTURAL FRAMING MEMBERS (WITH NO WALL ERECTED) AN OVERSTRESS OF 33%
AND UPGRADING HIS WORK AS REQUIRED. FIBER BENDING STRESS: 2,600 PSI WILL BE PERMITTED FOR THESE WIND LOADS DURING CONSTRUCTION.
 TENSILE STRENGTH PARALLEL TO GRAIN: 1,150 PSI
4.  ANY CHANGES OR SUBSTITUTIONS OF MATERIALS AND EQUIPMENT MUST ALSO BE COMPRESSION PARALLEL TO GRAIN: 1,600PSI 3. ALL TEMPORARY STRUCTURAL STEEL BRACING SHALL CONFORM TO THE A.I.S.C.
REPORTED TO THE ENGINEER FOR REVIEW AND APPROVAL BEFORE CONSTRUCTION BEGINS COMPRESSION PERPENDICULAR TO GRAIN: 650 PSI SPECIFICATIONS AND THE A.I.S.C CODE OF STANDARD PRACTICE AND SHALL BE DESIGNED BY A
 HORIZONTAL SHEAR STRESS: 265 PSI STRUCTURAL ENGINEER REGISTERED IN THE STATE OF ILLINOIS.
5. ALL CONTRACTORS AND THE CONTRACTORS' WORKFORCE. MUST OBSERVE AND FOLLOW MODULUS OF ELASTICITY: 1,900,000 PSI
ALL APPLICABLE SAFETY (OSHA) REQUIREMENTS. THE CONTRACTOR AND SUB-CONTRACTORS H. REFERENCED CODES AND ACTS
SHALL BE RESPONSIBLE FOR CARRYING SUFFICIENT INSURANCE FOR THE PROJECT'S DURATION. 3.  ALL TIMBER SHALL BE FREE OF SPLITS, EXCESSIVE SHRINKAGE, AND RESIDUAL INTERNATIONAL RESIDENTIAL CODE, 2021 AND AMENDMENTS
 DEFORMATIONS OVER THE ENTIRE SPAN ALONG BOTH AXES.
6.  CLEAN UP ALL DEBRIS AND BROOM SWEEP THE SITE DAILY TO ENSURE A NEAT I. DESIGN LOADS
APPEARANCE. 4. CONTRACTOR SHALL SUBMIT CERTIFICATION INDICATING THE GRADE OF LUMBER BEFORE
 INSTALLATION. DEAD LOADS:
7.  THE GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY BARRICADES AS PER LOCAL FLOORS 15 PSF
AUTHORITY REQUIREMENTS FOR PUBLIC SAFETY. 5.  THE CONTRACTOR SHALL BEAR THE EXPENSE OF TEST VERIFYING THE QUALITY OF LUMBER PARTITIONS 15 PSF
 USED WITHOUT THE TIMBER QUALITY CERTIFICATION. ROOF 20 PSF
8.  THE GENERAL CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR AND INSTALL THE
SAME ACCORDING TO STANDARD CONSTRUCTION METHODS AND/OR MANUFACTURERS' 6.  WOOD EXPOSED TO THE ELEMENTS AND METAL CONNECTORS MUST BE GALVANIZED. ALL LIVE LOADS:
RECOMMENDATIONS UNLESS OTHERWISE NOTED ON THE DRAWINGS. WOOD IN CONTACT WITH CONCRETE MUST BE TREATED. FLOORS 40 PSF
 STAIRS, DECKS, CORRIDORS 100 PSF
9.  PROVIDE ALL REQUIRED CUTTING AND REMOVAL OF EXISTING MATERIALS IN A NEAT AND 7. ALL WOOD IS TO BE DESIGNED AS PER NDS 2018.
WORKMANLIKE MANNER HAND/ GUARDRAIL LOADS:
 8. MAXIMUM ALLOWABLE MOISTURE CONTENT SHALL BE 19%. MAIN HAND/ GUARDRAIL: 200 LBS. (CONCENTRATED), OR 50 PLF
10. ALL MATERIALS USED IN THIS PROJECT SHALL BE NEW AND THE BEST QUALITY. INTERMEDIATE RAILS: 50 LBS. (CONCENTRATED)
 E. STRUCTURAL STEEL.
11. THE CONTRACTOR SHALL FURNISH ALL NECESSARY SHORING, BRACING, AND SUPPORTS AS
NEEDED DURING THE EXECUTION OF THE WORK. 1. MATERIAL GRADES (UNLESS NOTED OTHERWISE): ENVIRONMENTAL LOADS:
 W SECTIONS ASTM A992 (MIN. YIELD 50 KSI) GROUND SNOW LOAD: 30 PSF
12.  ALL DIMENSIONS SHOWN ON THE DRAWINGS MUST BE FIELD VERIFIED BY THE GENERAL HSS SECTIONS ASTM A500 GRADE C (MIN. YIELD 50 KSI FOR RECT.) WIND SPEED: 90 MPH
CONTRACTOR. ANY DISCREPANCIES FROM THE DIMENSIONS SHOWN MUST BE REPORTED TO THE ASTM A500 GRADE C (MIN. YIELD 46 KSI FOR ROUND)
ENGINEER BEFORE PROCEEDING WITH WORK. ASTM A53 GRADE B (MIN. YIELD 35 KSI FOR PIPE)
 ANGLES ASTM A36 (MIN. YIELD 36 KSI)
B. FOUNDATION, EXCAVATION, AND BACKFILL PLATES ASTM A36 (MIN. YIELD 36 KSI)
 ASTM A572 GRADE 50 (MIN. YIELD 50 KSI)
1. FOUNDATIONS HAVE BEEN DESIGNED FOR AN ALLOWABLE SOIL-BEARING PRESSURE BOLTS ASTM F3125 GRADE A325 (MIN. YIELD 120 KSI FOR 0.5" TO 1.5" DIA.)
OF 2,000 PSF. THIS SHOULD BE VERIFIED BY AN APPROVED SOIL TESTING LABORATORY. IF, FOR ASTM F3125 GRADE A490 (MIN. YIELD 150 KSI FOR 0.5" TO 1.5" DIA.)
ANY REASON, THE INDICATED BEARING PRESSURE ASSUMED IS NOT ATTAINABLE AT ELEVATIONS NUTS ASTM A563
SHOWN ON THE DRAWINGS, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. WASHERS ASTM F436 (FOR HARDENED WASHERS)
 ASTM F844 (FOR PLAIN WASHERS)
2. ALL MISCELLANEOUS OR ANY OTHER UNSUITABLE BEARING MATERIAL BELOW THE
BOTTOM OF WALL FOOTINGS SHALL BE REMOVED. BEARING SHALL BE ON VIRGIN, UNDISTURBED 2. ALL FABRICATION AND ERECTION OF STEEL SHALL ADHERE TO THE REQUIREMENTS IN AISC
SOILS. IF FILL IS REQUIRED, IT SHALL BE APPROVED FOR USE BY AN APPROVED SOIL TESTING 207-16, Certification Standard for Steel Fabrication and Erection, and Manufacturing of Metal Components.
AGENCY AND SHALL BE COMPACTED IN ACCORDANCE WITH APPROPRIATE ASTM STANDARDS TO
OBTAIN THE REQUIRED ALLOWABLE BEARING PRESSURE. 3.  ALL WELDING SHALL BE IN ACCORDANCE WITH A.W.S. SPECIFICATIONS, E70-XX, LOW
 HYDROGEN ELECTRODES, AND SHALL BE PERFORMED BY CERTIFIED AND PRE-QUALIFIED
3. ALL FOOTING SUBGRADE SHOULD BE COMPACTED THOROUGHLY WITH A JUMPING JACK OR WELDERS.
VIBRATORY COMPACTOR BEFORE CONCRETE PLACEMENT, PER THE GEOTECHNICAL
INVESTIGATION REPORT. 4.  ALL BOLTED CONNECTIONS SHALL BE MADE WITH 3/4" F3125 GRADE A325 HIGH-STRENGTH
 BOLTS IN FRICTION-TYPE CONNECTIONS UNLESS OTHERWISE SHOWN OR NOTED.
4. ALL SLAB-ON-GRADE AREAS SHALL BE PROOF-ROLLED. ALL SOFT SPOTS
ENCOUNTERED SHALL BE REMOVED AND REPLACED IN LAYERS NOT EXCEEDING 9" AND 5.  ALL STRUCTURAL STEEL SHALL RECEIVE ONE SHOP COAT OF PRIMER EXCEPT FOR
COMPACTED TO A MINIMUM DENSITY OF 95% OBTAINED IN ACCORDANCE WITH ASTM D 1557-79 CONTACT SURFACES USING HIGH-STRENGTH BOLTS IN FRICTION-TYPE CONNECTIONS.
UNTIL THE FINAL GRADE IS OBTAINED.
 6.  BEAM CONNECTIONS SHALL DEVELOP NOT LESS THAN ONE-HALF THE TOTAL UNIFORM LOAD
C. CONCRETE AND REINFORCING: CAPACITY OF THE BEAM FOR THE SPAN SHOWN IN THE DRAWINGS, NOR LESS THAN THE
 REACTION OF DRAWINGS IF ANY.
1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE AMERICAN CONCRETE
INSTITUTE BUILDING (ACI 318-14). 7. ALL TEMPORARY SUPPORTS AND BRACING SHALL BE DETERMINED, FURNISHED, AND
 INSTALLED BY THE CONTRACTOR TO SECURE THE STRUCTURE OR PARTLY ASSEMBLED
2. ALL REINFORCING DETAILS SHALL BE DETAILED ACCORDING TO (ACI-318-14). STRUCTURE AGAINST A WIND PRESSURE OF 30 PSI ACTING ON THE PROJECTED SURFACE AREA
 OF ALL STRUCTURAL FRAMING MEMBERS (WITH NO WALL ERECTED). AN OVERSTRESS OF 33%
3. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, UNLESS OTHERWISE NOTED, AND WILL BE PERMITTED FOR THESE WIND LOADS DURING CONSTRUCTION.
SHALL HAVE A COMPRESSIVE DESIGN STRENGTH AT 28 DAYS OF FC 3500 P.S.I OR AS SHOWN ON
PLANS. 8. ALL TEMPORARY STRUCTURAL STEEL BRACING SHALL CONFORM TO THE A.I.S.C.
 SPECIFICATIONS AND THE A.I.S.C. CODE OF STANDARD PRACTICE AND SHALL BE DESIGNED BY A
4. ALL REINFORCING BARS SHALL BE MADE FROM NEW BILLET STEEL CONFORMING TO A.S.T.M. STRUCTURAL ENGINEER REGISTERED IN THE STATE OF ILLINOIS.
A 615, GRADE 60.
 F. SAFEGUARDS DURING CONSTRUCTION
5. REINFORCING BARS SHALL BE LAPPED IN ACCORDANCE WITH THE REQUIREMENTS OF (ACI
318) AND AS SHOWN ON THE DRAWINGS. 1.  EACH CONTRACTOR SHALL OBSERVE ALL LOCAL, STATE, AND FEDERAL RULES AND
 REGULATIONS REGARDING SAFETY AND PROVIDE ALL NECESSARY EQUIPMENT, SCAFFOLDING,
6. CONCRETE COVER FOR REINFORCING AND WELDED WIRE FABRIC BE AS FOLLOWS: PLANKING, RAILING, SHEETING, ETC., TO SAFEGUARD AND PROTECT THE HEALTH AND
a) CONCRETE DEPOSITED DIRECTLY AGAINST SOIL WELL-BEING OF ALL WORKERS EMPLOYED BY THE CONTRACTOR ON THE CONSTRUCTION SITE.
 (BOTTOM, SIDES, ENDS) 3"
b) COLUMNS AND PIERS (TO MAIN REINFORCING): 2" 2. EACH CONTRACTOR SHALL EXPLAIN, INSTRUCT, AND DIRECT ALL WORKERS UNDER HIS
c) WALLS AND GRADE BEAMS 2" JURISDICTION TO OBSERVE ALL THE NECESSARY SAFETY RULES AND REGULATIONS. EACH
d) SLABS-TOP: 1" CONTRACTOR SHALL MAKE DAILY INSPECTIONS TO VERIFY THAT ALL SAFETY RULES ARE
 BOTTOM OF SUPPORTED SLABS 1" OBSERVED.

7. BARS SHALL BE PROVIDED AT ALL WALL CORNERS EQUAL TO HORIZONTAL WALL 3. ALL PROCEDURES REGARDING SAFETY ARE THE RESPONSIBILITY OF THE CONTRACTOR.
REINFORCING. THE CONTRACTOR SHALL PROCURE AND PAY FOR THE INSURANCE TO INDEMNIFY AND HOLD
 HARMLESS THE OWNER, THE ENGINEER OF RECORD, THE ARCHITECT OF RECORD, AGENTS,
8. ALL SLABS AND BEAMS SHALL HAVE NO JOINTS IN A HORIZONTAL PLANE. ANY STOP IN EMPLOYEES, AND CONSULTANTS FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSS, AND
CONCRETE WORK MUST BE MADE AT THE SPAN CENTER WITH VERTICAL BULKHEADS AND EXPENSES, INCLUDING ATTORNEYS' FEES, RESULTING FROM INJURIES, DEATH, SICKNESS,
HORIZONTAL KEYS UNLESS OTHERWISE SHOWN OR APPROVED. DISEASES OR ANY OTHER PHYSICAL HANDICAP ARISING FROM NON-OBSERVANCE OF THE SAFETY
 RULES AND REGULATIONS.
9. WELDED WIRE FABRIC REINFORCEMENT SHALL CONFORM TO A.S.T.M. SPECIFICATIONS
LISTED IN (ACI-318-14), AND MUST LAP ONE FULL MESH PLUS 2" AT THE SIDE, AND LAPS MUST BE 4. THE LIMITS OF THIS INSURANCE COVERAGE SHALL BE $1,000,000 FOR EACH OCCURRENCE
WIRED TOGETHER. AND $3,000,000 AGGREGATE TOTAL.

10. THE USE OF CONSTRUCTION JOINTS AT LOCATIONS NOT INDICATED ON THE DRAWINGS
SHALL REQUIRE APPROVAL BY THE ARCHITECT/ENGINEER.

11. EXPOSED CORNERS SHALL HAVE A 3/4" CHAMFER UNLESS OTHERWISE NOTED.

12. ALL CURBED AND OTHER OPENINGS, EQUIPMENT BASES, DEPRESSIONS, WALL CASTINGS,
PIPE SLEEVES, INSERTS, ANCHOR BOLTS, AND SIMILAR ITEMS SHALL BE PROVIDED AND LOCATED
AS SHOWN ON THE REVIEWED SHOP DRAWINGS FOR THE ARCHITECTURAL, STRUCTURAL,
PLUMBING, MECHANICAL AND ELECTRICAL.

13.  ALL REBAR SPLICES SHALL BE CLASS B (1.3 X DEVELOPMENT LENGTH) BUT NO LESS THAN 24
INCHES UNLESS OTHERWISE NOTED.

14. CONCRETE SHALL NOT BE PLACED IN EXCAVATIONS CONTAINING WATER OR FROZEN
GROUND.




 9100 Kenton Ave
 Skokie, IL 60076

 GENERAL NOTES
 87'-1"
 51'-1112" 22'-412" 12'-9"

 3 3
 SIMILAR
 S-2.0 S-2.0




 6'-113 4"
 5'-912"



 REINFORCE EXISTING
 11'-6" (2) 2x10 HEADER
 w/NEW 1 3/4 x 9 1/4 LVL
 REINFORCE EXISTING
 (2) 2x10 HEADER
 w/NEW 1 3/4 x 9 1/4 LVL
 20'-8"
 EXISTING 1st FLOOR FRAMING EXIST. STAIR
 (NO CHANGE) OPENING



 28'-1"
 26'-11"
 PROVIDE NEW 3/8" WEB STIFFENER EXISTING STEEL POST AND
 PLATES ON EXISTING STEEL BEAM STEEL BEAMS BELOW
 ON TOP OF EXISTING COLUMN
 NEAR & FAR SIDE NEW (2) 1 3/4x14 LVL HEADER
 w/2 - 2x4 BEARING STUDS
 AND 2 - 2x4 KING STUDS ON
 EACH END



 15'-43 4"
 EXIST. STUD WALL
 (NO CHANGE)



 7'-5"




 3 3 SIMILAR MID AND UPPER TIER FLOOR
 S-2.0 S-2.0 FRAMING (NO CHANGE EXCEPT
 AS NOTED)


 25'-1112" 26'-0"±
 51'-111 4" 35'-13 4"

 87'-1"




 EXISTING 1st FLOOR AND TIER AND UPPER TIER FLOOR PLANS
 SCALE: 1/4"=1'-0"




 51'-1112"




 OF EXIST. COL. AND
 EXIST. FOOTING AND
 NEW FOOTING


 5'-912"
 TEMPORALLY SUPPORT EXIST. COLUMN
 AND BEAM AS REQUIRED. SAW CUT AND
 REMOVE EXISTING SLAB AND FOOTING,
 PLACE NEW COLUMN FOOTING AND
 REPLACE CONCRETE AS SHOWN 11'-6"
 REPLACE EXIST. FOOTING
 SAW CUT w/NEW 4'-6"x4'-6"x1'-0" CONC.
COL. ISOLATION FOOTING w/(5) #5 EACH WAY
JOINT


 EXIST. SLAB AND
 20'-8"
 EXIST. CONC.
 FOUNDATION WALL
 (NO CHANGE)
 1

 FOOTING (DEPTH OF
 28'-1"
 26'-103 4"
 EXISTING SLAB ON GRADE
 EXISTING 3"Ø STEEL PIPE POST V.I.F.
 (NO CHANGE)
 (TYP. 3 - PLACES)

 EXIST. FOOTING TO BE V.I.F.)
 3" EXISTING CRAWL SPACE
 CLR (NO CHANGE)
 #4 BARS x 2'-6" LONG EMBEDDED
 INTO EXISTING CONCRETE 10" FOOTING AND REINFORCEMENT
 WITH EPOXY GROUT @ 16" O.C. SEE PLAN
 ALL AROUND

 15'-43 4"
 EXIST. STUD WALL EXISTING SLAB ON GRADE
 EXISTING BASEMENT
 (NO CHANGE) (NO CHANGE)
 (NO CHANGE)
 SECTION
 1 SCALE: 3/4"=1'-0"
 7'-5"

 EXIST. CONC. FOUNDATION
 WALL (NO CHANGE)

 9100 Kenton Ave
 EXISTING 2'-0" WIDE CONT. FOOTING V.I.F. (SEE FOUNDATION,
 EXCAVATION AND BACKFILL NOTES ON SHEET S-0 FOR SOIL
 Skokie, IL 60076
 STRENGTH TESTING REQUIREMENTS)
 25'-1112" 25'-1112"± NOTE: EXISTING BASEMENT AND
 ON 2nd FLOOR ADDITION AREA THE FOUNDATION WALL FOOTING SHALL FIRST FLOOR PLANS
 51'-11" BE 2'-0" WIDE BY 10" THICK AND THE MINIMUM SOIL BEARING CAPACITY
 SHALL BE 2000 PSF, THIS IS TO BE V.I.F. OTHERWISE THE EOR TO BE
 NOTIFIED BEFORE PROCEEDING WITH THE WORK.

 EXISTING GROUND AND BASEMENT FLOOR PLAN
 SCALE: 1/4"=1'-0"
 2x8 @ 16" O.C.
 8-10d NAIL (4 ON 2x8 CEILING JOIST
 8-10d NAIL (4 ON EACH SIDE)




 2x8 @ 16" O.C. 2x8 @ 16" O.C. 2x8 @ 16" O.C.
 EACH SIDE)




 2x8 @ 16" O.C.
 1'-0" 1'-0"
 NEW 2x4 STUD WALLS
 H3 HURRICANE TIES
 BELOW (TYP.)
 BY SIMPSON STRONG
 TIE (OR EQUAL)
 PROVIDE ADDITIONAL 2x4 PARTITION WALL




 2x8 @ 16" O.C.
 PROVIDE ADDITIONAL
 2-10gx3" LONG WOOD 2 - 2x4 OR 2 - 2x6
 2-10g WOOD SCREWS
 2x6 @ 16" O.C SCREWS ONE ON (SEE PLAN)
 X 3" LONG
 EACH SIDE
 TYP.
 2
 EQ. EQ.


 1 SECTION SECTION
 S-3.0 1 SCALE: 1"=1'-0"
 2 SCALE: 1"=1'-0"
 2 - 2x8 @ 11" O.C.

 2'-01 4"±




 2x8 @ 16" O.C. 2x8 @ 16" O.C. 2x8 @ 16" O.C.
 TYP.
 2




 TYP.
 1

 NEW 2nd FLOOR CEILING FRAMING PLAN
 SCALE: 1/4"=1'-0"




 2x6 @ 16" O.C.


 SIMILAR
NEW 1/2" EXTERIOR
 2x10 RIM JOIST 3 3
PLYWOOD SHEATHING 51'-1112"
 3/4" PLYWOOD

 REINFORCE EXISTING 2x4 STUD w/NEW (2) 2x6 REINFORCE EXISTING 2x4 STUD w/NEW
 STUDS. SEE SECTION 3 2x6 STUDS. (TYP. AT 10'-0" CEILING
NEW SIDING SEE (TYP. AT 14'-0" CEILING HEIGHT LOCATION) HEIGHT LOCATION)
ARCH. DWGS




 2x10
 2x4 @ 16" WALL BELOW
 2 - 2x6 @ 16" O.C. (TYP. AROUND STAIRS)


 NEW 2 - 2x6 ONE ON EACH STAIR




 2x10 @ 16" O.C. 2x10 @ 16" O.C.
 SIDE OF EXIST. 2x4 NAILED OPENING

 11'-6"
EXIST. BRICK SEE TO 2x4 w10d NAILS @ 8" O.C.
ARCH. DWGS
 EXIST. 2x4 @ 16" O.C.

 NEW CONT. FILLER PLATE 2x10 @

 EXIST. RIM JOIST 16" O.C.

 EXIST. FLOOR DECK
 3 - 1 3/4x22 LVL's 3 - 1 3/4x22 LVL's


 3 - 2x6 POST




 2x10 @ 16" O.C.
 6"± EXIST.
 26'-11"
 (IN-LINE WITH EXIST. NEW (3) 2x6 POST SET ON TOP OF




 3 - 1 3/4x16 LVL's
 2x10 @ 16" O.C.
 STEEL POST BELOW) EXISTING MASONRY WALL BOND

 TO V.I.F.
 BEAM V.I.F.




 2x10 @ 16" O.C.
 EXIST. FLOOR JOISTS REINFORCE EXISTING 2x4 WALL w/NEW
 (NO CHANGE)




 2x10 @ 16" O.C.
 2x6 STUDS FROM TOP OF EXISTING
 2 - 1 3/4x9 1/4 LVL MASONRY WALL TO THE NEW 2nd FLOOR
 EXIST. CRAWL SPACE
 AND ROOF SIMILAR TO SECTION 3
 (NO CHANGE)

 15'-43 4"




 2 - 1 3/4x9 1/4 LVL 2 - 1 3/4x9 1/4 LVL
 EXIST. FOUNDATION
 WALL (NO CHANGE)
 OPEN TO
 BELOW

 3 SECTION
 S-1.0 3 SCALE: 1"=1'-0"


 9100 Kenton Ave
 SIMILAR Skokie, IL 60076
 3 3
 25'-1112"± 26'-0"±
 SECOND FLOOR FRAMING PLAN,
 51'-1112"
 SECTIONS AND DETAILS
 2



 NEW 2nd FLOOR FRAMING PLAN
 SCALE: 1/4"=1'-0"
 2x10




 5/8" PLYWOOD




 2x8 @ 16" O.C. 2x8 @ 16" O.C. 3'-6"



 10d COMMON
 WIRE NAILS
 ((TYP.)




 2x6 COLLAR TIES @ 32" O.C.




 SECTION
 1 SCALE: 3/4"=1'-0"




 1
 S-2.0




 EXISTING ROOF BELOW




 2x8 @ 16" O.C.
 (NO CHANGE)
 1
 10 2x
 2x 10




 2x6 COLLAR TIES
 32" O.C.
 2x8 @ 16" O.C. 2x10 HIP 2x8 @ 16" O.C.




 2x8 @ 16" O.C.
 10
 2x 10
 2x




NOTE, SEE ARCHITECTURAL FOR ROOF SLOPES. EXISTING ROOF BELOW
 (NO CHANGE)




 ROOF FRAMING PLAN 9100 Kenton Ave
 SCALE: 1/4"=1'-0" Skokie, IL 60076
 ROOF FRAMING PLAN, SECTIONS
 AND DETAILS
 2
 CLOSET


BEDROOM
  5




 23004




 9-27-2023
 ISSUE FOR PERMIT
 09/27/2023

 ISSUE FOR REV.1
 1 01/16/2024
 ISSUE FOR REV.2
 2 04/01/2024




 ISSUED CLIENT:
 CLOSET




OUTDOOR PATIO




 23004




 9-27-2023
 ISSUE FOR PERMIT
 09/27/2023

 ISSUE FOR REV.1
 1 01/16/2024
 ISSUE FOR REV.2
 2 04/01/2024




 ISSUED CLIENT:
GENERAL NOTE:
1. HOUSE TO BE FULLY SPRINKLERED. CONTRACTOR TO
SUBMIT FIRE PROTECTION PLAN FOR APPROVAL.




 23004




 9-27-2023
 ISSUE FOR PERMIT
 09/27/2023

 ISSUE FOR REV.1
 1 01/16/2024
 ISSUE FOR REV.2
 2 04/01/2024




 ISSUED CLIENT:

APPROVED on 1/15/2025

 Zoning Board of Appeals Meeting Minutes
 Date: December 4, 2024
 Village of Skokie, Council Chambers


ZBA MEMBERS PRESENT: Brian O’Donnell - Chair
 Richard Perlin - Vice-Chair
 Nicholas Werth, Sean Arden,
 Sharon Roos-Kirkpatrick, and
 David Putrus

ZBA MEMBER ABSENT: Elaine Jacobson, Israel Pollack, and
 David Solovy

STAFF PRESENT: Tyler Kobylski, Asst Corporation Council,
 Brian Augustine, Zoning Administrator, and
 Marlene Bargamian, Administrative Assistant

(I) CALL TO ORDER
 A quorum being present, Chair O’Donnell called the meeting to order at 7:30 PM.

(II) APPROVAL OF MINUTES
 A motion to approve the minutes of the November 20, 2024 meeting was made by ZBA
 Vice-Chair Perlin and seconded by ZBA member Arden.

 Ayes: Unanimous voice vote in unison

(III) RULING ON NOTICE
 Assistant Corporation Counsel Kobylski announced that notice was provided in all cases.

(IV) CASE DESCRIPTION
 Case 2024-01Z – 8240 Harding Avenue
 Daniel & Daniela Petrean request a variation in order to construct a second-floor addition
 resulting in the continuation of the combined side yards equaling 12,8 feet rather than the
 17.5 feet minimum as required by Section 118-125 (6) b. of the Skokie /village Zoning Code
 in an R2 Single-Family district. façade as required by Section 82-2 of the Skokie Village
 Code in a B2 Commercial district.
 PIN: 10-23-090-027-0000 and 10-23-090-040-0000

 Property owner, Daniel Petrean presented the case. The house was constructed in 1950
 and, at that time, was in compliance with side yard setbacks. In 2002, the side yards became
 non-conforming when they were increased to 7’ minimum on lots over 70 feet wide with each
 side yards needing to be at least 7’ minimum and equal to 20% or more of the lot width.

 Mr. Petrean, being in the building trades, is proposing to build a 2nd floor addition over the
 southern portion of the house continuing the existing south side setback at 8.4’ and the
 combined side yards at 12.8’ rather than the 17.5’ minimum. He further explained that he
 has lived in this small house on a double lot for 10 years. He has 3 kids and needs extra
 space.




# 623536 Zoning Board of Appeals meeting minutes December 4, 2024
 APPROVED on 1/15/2025

 Vice-Chair Perlin commented that the petitioner did not create the hardship and sees no
 problem with the request. The house was built with the existing setbacks. If he abides by the
 present codes for the addition, it would not be aesthetically pleasing or structurally sound.

(V) RECOMMENDATIONS AND VOTING
 Case 2024-01Z
 A motion was made to approve the request for a 2nd floor addition resulting in the
 continuation of the combined side yards equaling 12.8 feet at 8240 Harding Avenue in an R2
 Single-Family district.

 Motion: Perlin Second: Roos-Kirkpatrick

 Ayes: 6
 Nays: 0

 A covenant will be required.

(IV) CASE DESCRIPTION
 Case 2024-02Z – 9100 Kenton Avenue
 Nashaud Qureishi requests a variation to maintain a residence with a height of 28-foot-10-
 inch rather than the 28-foot maximum as allowed by Section 118-124(3) a. of the Skokie
 Village Zoning Code in an R1 Single-Family district.
 PIN: 10-15-303-050-0000.

 Nashaud Qureishi, property owner, presented the case. He is renovating a tri-level house
 and has received a CO from the Appearance Commission as well as a building permit. A
 framing inspection found that the building height exceeded the proposed plan by 10 inches
 and the inspector issued a stop work order.

 Mr. Qureishi had his architect, EJ Fernandez, revise plans to try to reduce the slope to meet
 the 28’ maximum height. However, adding steel to adjust the roof would add too much
 weight. Comments from the building inspector and another Appearance Commission review
 found that the building looked odd with a lower roof height and the project would not be
 feasible. When he contacted his framing contractor for a cost estimate for demolition and re-
 framing of the roof, it was decided that the extra cost ($10,000) and 4-week timeline
 extension was reason to request a hardship and submit a petition for a variance. He is
 hoping for a favorable response.

 ZBA member Sean Arden commented from a site visit, the area is a bit distinctive with only 3
 houses on the block. He noticed that several single-family houses and the multi-family
 building on Davis are comparable in height. The median also has tall trees. In fact, this
 house seems to blend right in and verified that there were no neighbor complaints.

 ZBA chair O’Donnell mentioned that staff is not in favor of the variance request. This is a
 standard corner lot with no unique characteristics and therefore, doesn’t warrant a variance.
 If approved, it could set a precedent. He asked the applicant if he is the contractor. Mr.
 Qureishi stated that he purchased the property 2 years ago and plans on living at the
 residence after the work is complete. He designed and executed the project but hired a
 framing contractor. He took off the chimney, added a sprinkler system and upgraded the
 electric.



# 623536 Zoning Board of Appeals meeting minutes December 4, 2024
 APPROVED on 1/15/2025

 Vice-Chair Perlin added that the pitch of 4/12 is listed on the building permit and is standard
 for houses and detached garages.

 In closing, Mr. Qureishi stated that this was a mistake, he is not gaining anything from the
 extra 10” of roof space.


(V) RECOMMENDATIONS AND VOTING
 A motion was made to deny the request for the continuation of the 28’ 10” height for the
 residence at 9100 Kenton in an R1 Single-Family zoning district.

 Motion: Werth Second: None

 The motion fails for lack of a Second

 A motion was made to approve without conditions the request for the continuation of the 28’
 10”’ height for the residence at 9100 Kenton in an R1 Single-Family zoning district.

 Motion: Arden Second: Roos-Kirkpatrick

 Ayes: 4
 Nays: 2

 A covenant will be required.

 Staff reminded the petitioner that revised plans will be required and reviewed before work
 can be resumed.


(VI) ITEMS FOR COMMUNICATION
 The Dec. 18, 2024.Zoning Board of Appeals meeting has been cancelled due to lack of
 cases. As the following meeting falls on January 1, 2025, the Zoning Board of Appeals will
 next meet on January 15, 2025.

 Vice-Chair Richard Perlin addressed the group announcing that this was his last meeting. He
 is resigning from the Zoning Board as he is leaving Skokie and moving to Deerfield. He
 graciously spoke of the friendships and professional relationships he has made with past &
 present commission members as well as the knowledge and guidance from Skokie staff.

(VII) ADJOURNMENT
 Chair O’Donnell adjourned the meeting at 8:39 PM.

 Respectfully submitted,
 Marlene Bargamian,
 Administrative Assistant




# 623536 Zoning Board of Appeals meeting minutes December 4, 2024