Appearance Commission — Skokie, IL
Date: 2025-08-13

Agenda for
 APPEARANCE COMMISSION
 AUGUST 13, 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 July 9, 2025

 4) Old Business

 5) New Business

 a. 2025-030A – 8037 Harding Ave (Residential)
Go To Applicant: Omar Gutierrez
 Owner: Odessa Molina & Nicholas Werth
 Request: 2nd Floor Addition

 b. 2025-031A – 9325 Harding Ave (Residential)
Go To Applicant: Nathan Kriska
 Owner: Abraham & Eliza Mafudo
 Request: 2nd Floor Addition

 c. 2025-032A – 5143 Brummel St (Residential)
Go To Applicant: Rick Reiner
 Owner: Kevin & Robin Hoppenrath
 Request: 2nd Floor Addition


Individuals with questions or feedback about an agenda item may contact Brian Augustine with the
Community Development Department by calling 847-933-8223 or by emailing
publiccomments@skokie.org. All emails and comments submitted will be made public and shared with this
body.

The Village, in compliance with the Americans with Disabilities Act, requests that persons with disabilities
who require certain accommodations to allow them to observe or participate in this hearing, or who have
questions about the accessibility of the meeting facilities, contact the Village’s ADA coordinator Angel
Schnur at angel.schnur@skokie.org or 847.933.8400.
 d. 2025-033A – 9215 Avers Ave (Residential)
 Applicant: Mark Golan
 Go To Owner: Stuart & Andrea Rich
 Request: New Single-Family Home

 e. 2025-035A – 3827 Harvard Ter (Residential)
 Applicant: Kevin Kazimer
  Go To Owner: Ben & Kate Palomares
 Request: 1st floor addition and front canopy

 f. 2025-034A – 9340 Skokie Blvd (Non-Residential)
 Go To Applicant & Owner: Spring Property Group LLC
 Request: Façade Changes


 6) Public Comment

 7) Communications from Staff

 8) Adjournment


Next Meeting of the Appearance Commission is on September 10, 2025.




Individuals with questions or feedback about an agenda item may contact Brian Augustine with the
Community Development Department by calling 847-933-8223 or by emailing
publiccomments@skokie.org. All emails and comments submitted will be made public and shared with this
body.

The Village, in compliance with the Americans with Disabilities Act, requests that persons with disabilities
who require certain accommodations to allow them to observe or participate in this hearing, or who have
questions about the accessibility of the meeting facilities, contact the Village’s ADA coordinator Angel
Schnur at angel.schnur@skokie.org or 847.933.8400.
 DRAFT – NOT APPROVED


 Meeting Minutes for
 Appearance Commission
 July 9th, 2025 | 7:30 PM
Skokie Village Hall | 5127 Oakton Street, Skokie IL 60077 | Council Chambers
 Members Present: Thomas DaMario, Interim Chair
 Julie Naumiak, Interim Vice Chair
 Joe Maschek
 Maryjane Klein
 Archana Shah
 Jay Pathak
 Members Absent: Michael Lynk
 Presiding Officer: Brian Augustine, Zoning Administrator
 Staff Present:
 Others Present:


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

 A quorum being present, Interim Chairman DaMario 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 June 11th,
 2025 Appearance Commission meeting. The motion was seconded by Commissioner
 Naumiak. All members voted aye with one absence.

 3) New Business

 2025-025A – 7656 Crawford Avenue (Residential)
 Applicant: Nathan Kriska
 Owner: Maria & Daniel Toma
 Request: 2nd floor addition

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

 The applicant, Nathan Kriska, explained that the front façade will feature limestone
 material around the front door, and the second floor will be clad entirely in cementitious
 siding.

 Commissioner Maschek addressed some of the staff comments from the attached report
 and inquired about the material being used for the horizontal band and the color of the


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 DRAFT – NOT APPROVED


 window frames. The applicant, Nathan Kriska, responded that the horizontal band on the
 front façade will also be a cementitious siding and that the window frames will be black.

 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: Julie Naumiak
 Ayes: 6
 Nays: 0
 Absent: 1


 2025-026A – 5231 Church Street (Residential)
 Applicant & Owner: Fredrik & Maria Thomas
 Request: Front Covered Porch

 Discussion & Interested Parties
 Staff comments were read into the record.
 Commissioner Maschek noted that the petitioner did not need to seek a variance from the
 Zoning Board of Appeals for setback adjustments, as the proposal includes a five-foot
 porch rather than a three-foot porch. Commissioner Maschek inquired with the presiding
 officer, Brian Augustine, whether the absence of ZBA review was due to the proposed
 setback being consistent with other homes on Church Street. Brian Augustine confirmed
 this to be accurate and noted that the petitioner submitted a breakdown of the other
 setbacks in the neighborhood, and that the submittal appeared to be in line with all
 applicable setback and zoning requirements.

 Interim Chair DaMario asked for clarification on whether the applicant was proposing to
 build a projection from the home. The applicant, Mr. Thomas, explained that they do not
 propose to build out any further, but rather to construct a covered porch over the existing
 concrete stoop located on the front elevation.

 Interim Chair DaMario also inquired with the applicant about the roof material and color
 of the proposed addition. Mr. Thomas clarified that the roof of the covered porch will be
 metal and that the color will match the trim of the house.

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

 Motion: Archana Shah Second: Jay Pathak
 Ayes: 6
 Nays: 0
 Absent: 1


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 DRAFT – NOT APPROVED


 2025-027A – 8240 Crawford Avenue (Residential)
 Applicant & Owner: Abdul Rashid Khan, Associates in Development, USA LLC
 Request: 1st & 2nd floor addition

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

 A representative for the applicant and owner, who was out of town, addressed the staff
 comments regarding the 51% masonry requirement and the building height requirement,
 and noted that all zoning code requirements are met.

 Regarding the staff comment suggesting the addition of a small window or architectural
 element above the front door on the second floor, the project representative noted that he
 had spoken with the owner about staff’s suggestions and that they are amenable to
 making that change to the proposal. The project architect and representative informed the
 Commission that they have prepared a revised proposal incorporating the suggested
 changes but have not yet received confirmation from the owner regarding those revisions.

 Interim Chair DaMario asked what room is located on the second floor in the area where
 the changes were suggested. It was confirmed that the room is a bathroom, and the
 Commission discussed what type of architectural elements might be appropriate given the
 layout of the home.

 Commissioner Maschek asked for clarification on the exact material and color of the
 proposed siding. The project representative clarified that all of the siding will be replaced
 with beige-colored vinyl siding.

 Recommendation & Voting
 A motion was made to grant a Certificate of Appropriateness with clarification that it will
 be a vinyl shake siding on the upper floor and the architectural element to be determined
 above the front door on the front elevation. The vote was unanimous with one absence.

 Motion: Julie Naumiak Second: Maryjane Klein

 Ayes: 6
 Nays: 0
 Absent: 1


 2025-028A – 9513 Laramie Avenue (Residential)
 Applicant & Owner: Harjeet Singh
 Request: 1st & 2nd floor addition



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 DRAFT – NOT APPROVED


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

 Interim Chair DaMario asked the applicant if they had made any calculations regarding
 the 51% masonry requirement. The applicant confirmed that they had, and that the
 proposal is compliant with that code requirement.

 Commissioner Maschek noted that the proposed exterior elevation on the east side shows
 no windows, and asked the applicant if they plan to retain the existing bedroom windows.
 The applicant confirmed that those windows will remain, and Commissioner Maschek
 agreed that retaining them would be preferable to having a fully sided elevation.

 Commissioner Maschek also suggested that the applicant incorporate some landscaping
 along the south elevation, as it is visible from Laramie Avenue due to the angled street
 layout.

 Recommendation & Voting
 A motion was made to grant a Certificate of Appropriateness with the condition that the
 east elevation’s existing windows will not be removed. The vote was unanimous with one
 absence.

 Motion: Jay Pathak Second: Julie Naumiak
 Ayes: 6
 Nays: 0
 Absent: 1



 2025-029A – 9601 Lowell Avenue (Residential)
 Applicant & Owner: Siyadat Ali Safi Syed
 Request: 1st floor addition

 Discussion & Interested Parties
 Staff comments were read into the record.
 Prior to discussing the case, Interim Chair DaMario explained that it is frowned upon to
 perform work without a permit in the Village. He emphasized the importance of
 understanding the Village’s code and building requirements.

 Presiding Officer Brian Augustine added that any structure started without a permit may
 be required to be removed, and proceeded to walk the Commission through the submitted
 materials.

 Commissioner Maschek noted inconsistencies between the submitted plans and what has
 already been built without a permit. He stated that there is not enough information to
 fully understand the proposal, and reiterated that the purpose of the Appearance


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 DRAFT – NOT APPROVED


 Commission is to identify such discrepancies in order to maintain visual consistency
 within the Village and regulate inconsistencies like those presented in this project.

 Commissioner Maschek asked the applicant if the addition is built on a foundation. Brian
 Augustine added that if there is no foundation, one would need to be added in accordance
 with the building code.

 Following additional discussion regarding the submitted site plan, the Commission
 agreed that more detailed information is required on the drawings before any opinion can
 be rendered. Interim Chair DaMario also noted that certain elements of the drawings do
 not comply with code and must be addressed. The orientation of the addition relative to
 the existing structure is unclear, with inconsistencies noted between the submitted plans.

 Commissioner Maschek pointed out that the elevations show siding coming up to the
 edge, while existing photos show corner beads and framed-out windows—details that are
 missing from the submitted drawings. Brian Augustine noted that elevation drawings
 should ideally show the current conditions of the home and how the proposed addition
 will integrate with those existing conditions.

 Brian Augustine clarified that the next Appearance Commission meeting is scheduled for
 August 13th, with a deadline to submit revised materials by July 30th, should the
 applicant wish to return for that meeting.

 Commissioner Maschek encouraged the applicant to have their architect communicate
 directly with staff to avoid further confusion regarding the applicable code and building
 requirements for this project.

 Recommendation & Voting

 No vote was taken, the Commission continued this case for the following Appearance
 Commission meeting due to the lack of accurate information on submitted plans.



 4) Old Business

 5) Communication from Staff

 Commissioner Maschek noted that the Housing Sub-Committee of the Plan Commission
 is currently reviewing housing policy in Skokie with the goal of streamlining the
 approval process. As part of this effort, the Sub-Committee is discussing the development
 of standards that would allow certain residential projects to bypass review by the
 Appearance Commission, provided they meet all criteria set forth by the Village.

 Commissioner Maschek explained that the intent is to simplify the approval process for
 applicants, reducing the time and resources required for projects that may otherwise be


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 DRAFT – NOT APPROVED


 subject to unnecessary reviews. He emphasized that these changes are still under
 discussion within the Housing Sub-Committee.

 6) Public Comment

 7) Adjournment

 Meeting adjourned at 8:20 PM

Respectfully Submitted

Jose Acosta,
Planning Coordinator




627979
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: August 13, 2025

SUBJECT: APPEARANCE COMMISSION STAFF REPORT

Staff offers the following comments on the cases scheduled for the August 13, 2025, Appearance
Commission meeting:

NEW BUSINESS:

RESIDENTIAL REQUESTS

2025-030A 8037 Harding Ave – The applicant is proposing to construct a second-floor addition
 over the existing front portion of the split-level residence.
 Staff has no objections to the proposed elevations. The addition is similar to other
 split-level homes that constructed additions on top of the front half of the building.


2025-031A 9325 Harding Ave – The applicant is proposing to construct a second-floor addition.
 The applicant is requesting a waiver from the 51% minimum masonry requirement
 (Section 22-63 (53) in the Skokie Village Code. The proposed masonry is
 approximately 43% of the elevations.
 Staff has no objections to the proposed elevations and the request for relief. The
 second-floor siding will match existing second floor. Relief from the masonry
 requirement is required because there is a small addition that has siding on the first
 floor.


2025-032A 5143 Brummel Ave – The applicant is proposing to construct a second-floor
 addition. Due to the size of the addition a fire sprinkler system is required to be
 installed through the entire residence.
 Staff has no objections to the proposed elevations. The additions provides an ample
 amount of windows and the proposed Navajo Beige colored Hardi siding will
 compliment the existing brick.




Doc 628266 – August 13, 2025 Appearance Staff Report
 1
2025-033A 9215 Avers Ave – The applicant is proposing to construct a new single-family
 residence on the subject site. A fire sprinkler system will be required through the
 building.
 Staff has no objections to the proposed elevations of the new building. The mix of
 stone, siding and brick was nicely done throughout the building. The proposed colors
 noted and on the sample elevation will complement each other.


2025-035A 3827 Harvard Ter – The applicant is proposing to maintain a small addition in the
 rear yard and construct a canopy over the front door.
 The canopy constructed without a permit will be removed and will be replaced with a
 smaller canopy that will be bracketed back to the front wall. The proposed canopy
 meets zoning regulations.
 The addition in the rear yard, constructed without a permit, will be required to meet
 all building permit and code requirements. Staff has no objections to elevations of
 the addition. The colors of the wood panel and siding compliment each other.


2025-034A 9340 Skokie Blvd – The applicant is proposing to change the front and side façade of
 the building. The height of new façade would be a similar height to the building
 located immediately south.
 Staff finds that the new façade height makes the right (north) end of the buildings
 look heavy and bulky compared to the middle and south portions of the façade and is
 not visually interesting. Staff recommends that there is more variation in height of the
 façade, the front window height be increased so that the amount of stucco is
 reduced. Additionally, a horizontal piece should be added similar to the building to
 the south to further balance the varying heights of the building. The materials are
 appropriate as they appear to match the adjacent building.




Doc 628266 – August 13, 2025 Appearance Staff Report
 2
Return to Agenda
 DRAWING INDEX GENERAL NOTES MUNICIPALITY APPROVAL
 SHEET CONTENTS GENERAL GYPSUM DRYWALL
 A0 GENERAL NOTES AND SCHEDULES
 A1 SITE PLAN ALL CONSTRUCTION SHALL ADHERE TO THE FOLLOWING CODES: 2021 INTERNATIONAL PROVIDE FOR GYPSUM DRYWALL AT AREAS OF NEW CONSTRUCTION. PROVIDE FOR SCREWED
 A2 EXISTING FLOOR PLANS RESIDENTIAL CODE WITH VILLAGE OF SKOKIE AMENDMENTS, ILLINOIS STATE PLUMBING CODE AND GLUED TAPERED EDGE GYPSUM DRYWALL SYSTEM COMPLETE WITH REQUIRED CORNER
 A3 PROPOSED FLOOR PLANS (CURRENT EDITION), 2020 NATIONAL ELECTRIC CODE WITH VILLAGE OF SKOKIE AMENDMENTS, BEADS AND TAPE - (3) COAT FINISHING SYSTEM AS RECOMMENDED BY U.S. GYPSUM. PROVIDE
 2021 INTERNATIONAL MECHANICAL CODE WITH VILLAGE OF SKOKIE AMENDMENTS, 2021 DUROCK AT ALL HIGH MOISTURE AREAS UP TO AND INCLUDING CEILING @ SHOWER
 A4 PROPOSED FLOOR PLANS
 INTERNATIONAL ENERGY CONSERVATION CODE WITH ILLINOIS AMENDMENTS
 A5 EXTERIOR ELEVATIONS
 A6 BUILDING SECTIONS AND DETAILS HOURS OF CONSTRUCTION: MONDAY THROUGH SATURDAY 7AM TO 6PM
 DOORS AND WINDOWS
 A7 INTERIOR ELEVATIONS
 ALL SAFETY GLAZING SHALL BE IN ACCORDANCE WITH THE CODE
 E1 ELECTRICAL FLOOR PLANS ALL CONTRACTORS SHALL COORDINATE WITH ALL OTHER CONTRACTORS PRIOR TO AND DURING
 M1 MECHANICAL PLANS (MANUAL M) CONSTRUCTION
 A MINIMUM OF ONE WINDOW PER SLEEPING AREA SHALL COMPLY WITH THE FOLLOWING
 M2 MECHANICAL DETAILS & SCHEDULES (MANUAL S) MINIMUM EGRESS REQUIREMENTS:
 DO NOT SCALE DRAWINGS; USE DIMENSIONS IN DRAWINGS OR CONTACT ARCHITECT FOR
 M3 HVAC LOAD CALCULATIONS (MANUAL J) MINIMUM OPENING AREA 5.7 SQ. FT. (5.0 SQ. FT. FOR WINDOWS AT GRADE LEVEL)
 CLARIFICATIONS
 MINIMUM OPENING WIDTH 20" CLEAR
 M4 MECHANICAL NOTES
 MINIMUM OPENING HEIGHT 24" CLEAR
 ALL MATERIALS, EQUIPMENT, STRUCTURAL ELEMENTS, FINISHES, WINDOWS, DOORS, ETC., NEW ADDITION AND
 WHETHER PRE-MANUFACTURED OR SITE BUILT SHALL BE INSTALLED PER THE MANUFACTURER'S
 STRUCTURAL DESIGN CRITERIA INSTRUCTIONS AND SPECIFICATIONS
 ALL EXTERIOR GLASS DOORS AND WINDOWS SHALL BE IN COMPLIANCE WITH SECTION R 613
 FOR TESTING, LABELING AND PERFORMANCE
 RENOVATIONS AT THE


 MOLINA/WERTH
 DESIGN LOADS ALL DRAWINGS APPROVED BY THE LOCAL MUNICIPALITY SHALL BE KEPT ON THE BUILDING SITE
 MAXIMUM GLAZING U FACTOR FOR ALL EXTERIOR DOORS AND WINDOWS SHALL NOT BE
 AT THE TIME OF INSPECTIONS
 GREATER THAN 0.30 - MAXIMUM GLAZING U FACTOR FOR ALL SKYLIGHTS SHALL NOT BE
 FLOOR 40 psf.LL 10 psf. DL LIVING SPACE

 RESIDENCE
 GREATER THAN 0.55 PER R402.1.2
 ATTIC
 ROOF
 20 psf.LL
 30 psf.LL
 10 psf. DL ATTIC STORAGE
 10 psf. DL
 THE ARCHITECT
 AT FINAL INSPECTION LABELS ON ALL WINDOWS AND DOORS SHALL DEMONSTRATE
 CATHEDRAL CEILING 30 psf.LL 15 psf. DL
 SHOULD ANY DISCREPANCIES, ERRORS, OMISSIONS OR CONFLICT OF ITEMS NEEDING COMPLIANCE WITH SECTION 601.3.2.2
 SNOW 30 psf.LL
 DECKS 40 psf.LL 10 psf. DL EXTERIOR
 CLARIFICATION BE DISCOVERED IN THE PLANS AND/OR SPECIFICATIONS, THE ARCHITECT SHALL 8037 HARDING AVENUE
 GUARD & HANDRAILS 200 psf.LL
 BE PROMPTLY NOTIFIED IN WRITING BEFORE SUBMITTING BID AND/OR PROCEEDING WITH WORK
 SO THAT HE MAY HAVE THE OPPORTUNITY TO RESOLVE THEM. FAILURE TO PROMPTLY NOTIFY
 THERMAL AND MOISTURE PROTECTION SKOKIE, IL
 WIND 20 psf
 THE ARCHITECT OF SUCH CONDITIONS SHALL ABSOLVE THE ARCHITECT FROM ANY
 VAPOR RETARDERS WITH A PERM RATING OF 1.0 OR LESS MUST BE INSTALLED IN ALL FRAMED
 RESPONSIBILITY OF SUCH FAILURE THESE DRAWINGS CONTAIN
 ALL FLOOR AND CEILING JOIST, ROOF RAFTERS, BEAMS AND HEADERS SHALL BE DOMESTIC CEILINGS, WALLS, AND FLOORS ON WARM SIDE OF THE INSULATION
 HEM FIR #2 UNLESS OTHERWISE NOTED. MINIMUM E = 1,300,000 PSI AND MINIMUM BASE Fb PROPRIETARY INFORMATION. ANY
 = 850 OR BETTER MATERIALS & INSTALLATION EXTERIOR WALLS, INCLUDING BEHIND BATH TUBS, SHALL HAVE CONTINUOUS AIR BARRIER PER
 R402.4.1.1 REPRODUCTION OR REUSE MUST BE
 ALL STRUCTURAL WOOD POSTS SHALL BE S-P-F STRUCTURAL GRADE OR BETTER ALL WORK TO CONFORM TO THE CODES OF THE LOCAL MUNICIPALITY AND ALL OTHER BY CONSENT OF OMAR GUTIERREZ,
 PERTINENT SAFETY CODES AND RULES OF OTHER APPLICABLE GOVERNING BODIES. IF AN ALL EXTERIOR JOINTS, SEAMS AND PENETRATIONS IN THE BUILDING ENVELOPE MUST BE ARCHITECT
 TYPICAL HEADER CONFIGURATION UNLESS NOTED OTHERWISE: (2) 2x12 W/ (3) 2x4 OR (3) 2x6 INSPECTION AUTHORITY FINDS FAULT WITH ANY SUB-CONTRACTOR WORK, THAT SEALED WITH CAULK, TAPE, GASKETS OR WEATHER-STRIPPING TO PREVENT AIR LEAKAGE;
 POSTS EACH SIDE SUB-CONTRACTOR SHALL CORRECT SUCH WORK TO THE SATISFACTION OF THE INSPECTING ARCHITECT RECOMMENDS FLUID APPLIED OR STRETCHABLE TAPE FOR ROUND PENETRATIONS © 2025 - OMAR GUTIERREZ, ARCHITECT
 AUTHORITY AT NO EXPENSE TO THE OWNER OR ARCHITECT AND FLUID APPLIED OR ACRYLIC TAPE FOR SQUARE/RECTANGULAR PENETRATIONS
 PROVIDE DOUBLE JOISTS BELOW ALL PARALLEL PARTITIONS, BATHTUBS, WASHER, DRYER, ISSUED FOR: DATE
 AND OTHER STATIONARY APPLIANCES ALL SUB-CONTRACTORS TO EXAMINE SITE & EXISTING CONDITIONS AS A BASIS FOR BIDDING. MECHANICAL
 FAILURE TO DETERMINE EXISTING CONDITIONS OR NATURE OF DEMOLITION AND/OR BID / PERMIT 07/10/2025
 MINIMUM IN-GRADE BASE VALUES FOR STUDS: CONSTRUCTION WILL NOT BE CONSIDERED AS A BASIS FOR ADDITIONAL COMPENSATION
 THE MECHANICAL CONTRACTOR IS TO VERIFY ALL EQUIPMENT LOCATIONS AND DUCTWORK
 FIRST FLOOR EXT. LOAD BEARING WALLS E = 1,400,000 Fc = 825
 LAYOUT WITH THE GENERAL CONTRACTOR PRIOR TO START OF INSTALLATION.
 FIRST FLOOR INT. LOAD BEARING WALLS E = 1,200,000 Fc = 800 SUB-CONTRACTORS SHALL FURNISH ALL MATERIAL & EQUIPMENT NECESSARY FOR A COMPLETE
 SECOND FLOOR EXT. LOAD BEARING WALLS E = 1,200,000 Fc = 800 AND READY TO OPERATE SYSTEM. ANY MATERIALS OR EQUIPMENT NOT SHOWN ON DRAWINGS
 VENT ALL BATHROOM EXHAUST FANS, KITCHEN RANGE HOOD EXHAUST FAN, AND DRYER VENTS
 SECOND FLOOR INT. LOAD BEARING WALLS E = 1,000,000 Fc = 600 BUT REQUIRED FOR A SATISFACTORY OPERATION SYSTEM SHALL BE FURNISHED & INSTALLED
 TO THE EXTERIOR WITH A DAMPER. OUTLETS PLACED IN ROOF SOFFITS SHALL BE PLACED A
 ALL NON-LOAD BEARING WALLS E = 1,000,000 Fc = 600 AS THOUGH COMPLETELY SPECIFIED. INSTALLATION TO BE DONE IN ACCORDANCE WITH THE
 MINIMUM 6'-0" FROM ATTIC SOFFIT VENTS
 MANUFACTURER'S WRITTEN INSTRUCTIONS
 3x4 CAP
 ENGINEERED WOOD PRODUCTS: ALL CRAWL SPACES SHALL BE PROVIDED WITH HEATED SUPPLY AND RETURN AIR
 SITE WORK
 3" MANUFACTURED STRUCTURAL WOOD PRODUCTS SUCH AS HEADERS AND BEAMS HAVE SUB-CONTRACTOR SHALL DESIGN SYSTEM TO MAINTAIN +72 DEGREES F INDOORS & -10
 BEEN DESIGNED BASED UPON MICROLLAMS AND PARALLAMS AS MANUFACTURED BY DEGREES F OUTDOOR TEMPERATURE AND COOL TO +75 DEGREES INDOORS @ +95 DEGREES
 SILT FENCE TO BE INSTALLED AND MAINTAINED AROUND PROPERTY DURING CONSTRUCTION
 TRUS-JOIST OUTDOOR TEMPERATURE @ 50% RELATIVE HUMIDITY. SUBMIT SHOP DRAWINGS FOR APPROVAL
 2" THE FOOTINGS AND FOUNDATIONS HAVE BEEN DESIGNED TO BEAR ON UNDISTURBED SOIL OR BY ARCHITECT PRIOR TO STARTING WORK
 1.9 MICROLLAMS Fb = 2,600 PSI E = 1,900,000 PSI
 APPROVED COMPACTED FILL WITH A MINIMUM BEARING CAPACITY OF 2500 p.s.f.
 2.0 PARALLAMS Fb = 2,900 PSI E = 2,000,000 PSI NO DUCT SHALL BE TERMINATED ON ONE-HOUR FIRE RATED ENCLOSURE OF MECHANICAL
 1.5 TIMBERSTRAND Fb = 2,250 PSI E = 1,500,000 PSI
 ALL FOOTINGS SHALL BE PLACED A MINIMUM OF 3'-6" BELOW THE FINISHED FINAL GRADE ROOMS WITHOUT A FIRE DAMPER INSTALLED IN COMPLIANCE WITH THE CODE
 4" F.D.
 VERIFY FOOTING STEPS WITH FINAL FINISH GRADE THE HVAC SYSTEM SHALL BE CONTROLLED BY A PROGRAMMABLE THERMOSTAT PER R403.1

 2" 2021 IECC PRESCRIPTIVE COMPLIANCE PORCH AND STOOP FOOTINGS SHALL BE PLACED ON UNDISTURBED SOIL DUCT SYSTEM JOINTS AND SEAMS SHALL BE MADE SUBSTANTIALLY AIR TIGHT BY MEANS OF
 PER TABLE R402.1.3 - CLIMATE ZONE: 5 TAPE OR OTHER APPROVED METHODS AND SHALL BE SUPPORTED IN A MAXIMUM OF 10'
 THE PORCH AND STOOP FOOTINGS ADJACENT TO THE BASEMENT FOUNDATION ON INTERVALS PER M1601.3.1 AND M1601.3.2
 FENESTRATION U-FACTOR OVER-EXCAVATED AREA SHALL BE INSTALLED ON EITHER COMPACTED ENGINEERED FILL OR
 2" REQUIRED: 0.30 - PROVIDED: 0.30 OR BETTER PER WINDOW MANUFACTURER TO BE STEPPED FOOTING SHALL BE PROVIDED ALL EQUIPMENT AND APPLIANCES, INCLUDING THE AIR CONDITIONER, WATER HEATER AND
 2" LAV. 2" DETERMINED FURNACE, SHALL BE INSTALLED IN ACCORDANCE WITH THEIR LISTINGS AND THE
 2" SH.
 LAV. CONCRETE WORK MANUFACTURER'S INSTALLATION INSTRUCTIONS. A COPY OF THE MANUFACTURER'S
 INSTALLATION INSTRUCTIONS MUST BE PROVIDED ON SITE AT THE TIME OF INSPECTION
 3" 2" SKYLIGHT U-FACTOR
 W.C. 2" REQUIRED: 0.55 OR LESS - PROVIDED: N/A ALL CONCRETE WORK SHALL CONFORM TO ACI 318 OF THE AMERICAN CONCRETE INSTITUTE
 PROVIDE COMBUSTION AIR FOR ALL FUEL GAS APPLIANCES IN COMPLIANCE WITH SECTION
 K.S. FOR UNREINFORCED CONCRETE
 GLAZED FENESTRATION SOLAR HEAT GAIN COEFFICIENT G2407. THE INSTALLATION OF A FULL-LOUVERED DOOR OR TWO AIR TRANSFER GRILLS (MIN. 100
 REQUIRED: 0.40 - PROVIDED: 0.40 OR BETTER PER WINDOW MANUFACTURER TO BE SQ. IN. OF FREE AREA EACH AND LOCATED WITHIN 12" OF THE FLOOR AND CEILING) ARE CODE
 ALL CONCRETE WORK SHALL DEVELOP A COMPRESSIVE STRENGTH OF 3000 psi IN 28 DAYS
 DETERMINED COMPLIANT
 2" 2" PROFESSIONAL STAMP
 LAV. ALL CONCRETE WORK SHALL COMPLY TO THE ACI STANDARDS FOR HOT AND COLD WEATHER
 2" 3" CEILING R-VALUE CONCRETING PLUMBING
 3" TUB W.C. 2" REQUIRED: R-49 - PROVIDED: R-49 I CERTIFY THAT THESE DRAWINGS
 W.C. 2" SH.
 2" ALL CONCRETE FOUNDATIONS SHALL EXTEND A MINIMUM OF 3'-6" BELOW GRADE A STACK TEST IS REQUIRED ON ALL NEW WASTE AND VENT PIPING AT THE TIME OF ROUGH AND WERE PREPARED UNDER MY DIRECT
 LAV. WOOD FRAME WALL R-VALUE UNDERGROUND INSPECTIONS
 REQUIRED: R-30 CAVITY INSULATION OR R-20 CAVITY + R-5 CONTINUOUS OR R-13 CAVITY + SUPERVISION AND, TO THE BEST OF
 RGE 3" GREY METALS
 CHA R-10 CONTINUOUS OR R-20 CONTINUOUS INSULATION - PROVIDED: R-30 CAVITY INSULATION 75 PSI AIR TEST OR WATER PRESSURE REQUIRED ON WATER PIPING AT TIME OF ROUGH MY PROFESSIONAL KNOWLEDGE, THEY
 4" DIS BOX
 4" F.D. ALL DETAILING, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM WITH
 INSPECTIONS CONFORM TO ALL APPLICABLE CODES
 MASS WALL R-VALUE
 3" THE APPROPRIATE ASTM SPECIFICATIONS AND STANDARDS AS FOLLOWS: ASTM A992, ASTM A53,
 REQUIRED: R-13 (R-17 WHEN MORE THAN HALF OF THE INSULATION IS ON THE INTERIOR OF ALL EXISTING PLUMBING THAT MAY POSE A HEALTH OR SAFETY HAZARD MUST BE REVISED TO
 UTILITY ASTM A501, ASTM A307
 WASTE DIAGRAM SINK
 THE MASS WALL) - PROVIDED: N/A MEET THE ILLINOIS PLUMBING CODE

 FLOOR R-VALUE ALL STEEL BEAMS AND COLUMNS SHALL BE SHOP PRIMED
 IF APPLICABLE, ALL UNDERGROUND WATER PIPING SHALL BE TYPE "K" COPPER
 REQUIRED: R-30 - PROVIDED: R-30
 NOTE: LINTELS SHALL BE PROVIDED FOR ALL OPENINGS AS INDICATED ON THE DRAWINGS. IN
 ALL INTERIOR ABOVE GROUND WATER PIPING SHALL BE TYPE "L" COPPER
 WHERE THE DEVELOPED LENGTH OF HOT WATER PIPING FROM BASEMENT WALL R-VALUE ADDITION, LINTELS ARE REQUIRED FOR MECHANICAL, ELECTRICAL OR PLUMBING OPENINGS IN A
 THE SOURCE OF HOT WATER SUPPLY TO THE FARTHEST REQUIRED: R-15 CONTINUOUS INSULATION OR R-19 CAVITY INSULATION OR R-13 CAVITY MASONRY WALL WITH A WIDTH GREATER THAN 12"
 PROVIDE 12" AIR CHAMBERS AT ALL FIXTURES
 FIXTURE EXCEEDS 50', THE HOT WATER SUPPLY SYSTEM INSULATION W/ R-5 CONTINUOUS INSULATION - PROVIDED: N/A (EXISTING TO REMAIN)
 SHALL BE PROVIDED WITH A RECIRCULATION RETURN LINE. LINTELS SHALL HAVE A MINIMUM BEARING OF 8 INCHES FOR SPANS UP TO 8'-0" AND 16" FOR
 PROVIDE 24" AIR CHAMBERS AT ALL RISERS
 1/2" SLAB R-VALUE SPANS GREATER THAN 8'-0" UNLESS NOTED. LINTELS IN NON-LOAD BEARING WALLS SHALL BE OF
 HUMID. REQUIRED: R-10 (R-15 IF SLAB SHALL BE HEATED) DOWN TO MIN. 48" BELOW GRADE - THE SIZED LISTED BELOW
 ALL INTERIOR WASTE SHALL BE PVC. PITCH MINIMUM 1/4" PER FOOT
 PROVIDED: N/A
 STEEL LINTELS SHALL BE USED FOR ALL MASONRY OPENINGS. CMU OPENINGS IN NON-LOAD
 ALL HOSE BIBS SHALL BE FROST PROOF WITH VACUUM BREAKERS
 1/2" CRAWL SPACES BEARING WALLS MAY BE SPANNED WITH EITHER A STEEL LINTEL OR MASONRY LINTEL BLOCK AT
 LAV. 1/2" REQUIRED: R-15 CONTINUOUS INSULATION OR R-19 CAVITY INSULATION OR R-13 CAVITY THE CONTRACTOR'S OPTION. MASONRY LINTEL INFORMATION LEFT BLANK INDICATES THAT A
 1/2" ALL UNDERGROUND WASTE AND VENT PIPING SHALL BE PVC
 1/2" D.W. INSULATION W/ R-5 CONTINUOUS INSULATION - PROVIDED: N/A (EXISTING TO REMAIN) STEEL LINTEL IS REQUIRED. FOR OPENINGS 2'-0" OR LESS, PROVIDE 3/8" PLATE x WALL
 1/2" LAV. 1/2" K.S. NOTES: THICKNESS LESS 1", BEAR 8" EACH END
 SH. PROVIDE SUMP PUMP BATTERY BACKUP SYSTEM WITH DEDICATED ELECTRICAL OUTLET PER
 1/2" 1/2" PLANS
 W.C. 1. ALL THE PRESCRIPTIVE AND MANDATORY REQUIREMENTS OF CHAPTER 4 OF THE 2021 WALL SPAN STEEL LINTEL
 IECC AS WELL AS TABLE R402.4.1.1 SHALL BE ADHERED TO 2'-0" - 4'-0" L 3 1/2" x 3 1/2" x 5/16"
 1/2" INSULATE ALL HOT WATER PIPING TO MIN. R-3 PER R403.5.3
 2. ALL EXTERIOR WALLS, FLOORS AND CEILINGS THAT WILL BE OPENED SHALL BE FILLED 4'-0" - 6'-0" L 5" x 3 1/2" x 3/8" (LLV)
 1/2" LAV. 6'-0" - 9'-0" L 6" x 3 1/2" x 3/8" (LLV)
 3/4" WITH INSULATION PER R503.1.1 EXCEPTION 2 PROVIDE ANTI-SCALD VALVES ON SHOWERS OR TUB SHOWER COMBINATIONS SET AT 115
 1/2" TUB
 3/4" 3/4" DEGREES MAXIMUM AT TIME OF INSPECTION
 W.C. 1/2" FPHB
 ANTI-SIPHON
 CARPENTRY NOTES LICENSE EXPIRES 11/30/2026
 3/4"
 ALL LOAD BEARING HEADERS SHALL BE (2) 2 X 12 WITH 1/2" PLYWOOD SPACER UNLESS
 ELECTRICAL
 1/2" 1/2"
 W.C. OTHERWISE NOTED. INSTALL DOUBLE CRIPPLES EACH SIDE FOR ALL SPANS OVER 6'-0"
 SH. ALL POWER WIRING SHALL BE IN METAL CONDUIT UNLESS OTHERWISE NOTED
 1/2"
 W.H. LAV. ALL INTERIOR PARTITIONS ARE BASED ON 2x4 WOOD STUDS @ 16" O.C. UNLESS OTHERWISE
 THE ELECTRICAL CIRCUITS AND PANEL LAYOUT ARE TO BE DESIGNED BY THE ELECTRICAL
 NOTED; PROVIDE 2x6 STUDS IN LIEU OF 2x4 FOR FOR FRAME WALLS DRILLED FOR PLUMBING
 CONTRACTOR IN ACCORDANCE WITH ALL APPLICABLE CODES
 PIPES
 1/2" GREY
 3/4" BOX AT LEAST 90% OF THE LAMPS IN THE PERMANENTLY INSTALLED LIGHT FIXTURES MUST BE HIGH
 PROVIDE CROSS BRIDGING FOR ALL FLOOR JOISTS SPANNING 15' OR GREATER. MINIMUM 8'-0" ON
 EFFICIENCY BULBS PER R404.1
 3/4" CENTER
 IC E
 "S  ERV 1/2" PROVIDE A SMOKE DETECTOR ON EACH FLOOR LEVEL AND IN EACH SLEEPING ROOM AS WELL
 -1/2 HUMID. 1/2" PROVIDE APPROVED FIRE STOPPING AT ALL FURRING, PARTITIONS, EXTERIOR WALLS AT EACH
  W1 AS WITHIN 15' OUTSIDE OF A SLEEPING ROOM. SMOKE DETECTORS SHALL BE 110V WITH
NE UTILITY FLOOR AND CEILING LEVEL, AND AT THE JUNCTURE OF THE ROOF RAFTERS AND WALL
 BATTERY BACK-UP AND WIRED IN SERIES SO THAT ALL DETECTORS CHIME WHEN ONE OR MORE
 SINK ARE ACTIVATED BY SMOKE
 PROVIDE CONCEALED GALVANIZED OR ALUMINUM SHEET METAL FLASHING AT ALL WALL/ROOF
 SUPPLY DIAGRAM JUNCTIONS AND AS REQUIRED FOR WATERPROOF CONSTRUCTION
 PROVIDE A CARBON MONOXIDE DETECTOR ON EACH FLOOR LEVEL, IN EACH SLEEPING ROOM
 AND AS SHOWN ON PLANS
 ALL STAIRS SHALL HAVE A MINIMUM TREAD DEPTH OF 10" MEASURED NOSING; ALL STAIRS SHALL
 PLUMBING DIAGRAMS HAVE A MAXIMUM STEP RISER HEIGHT OF 7-3/4" AND THE MAXIMUM DIFFERENCE BETWEEN THE
 TALLEST AND THE SMALLEST RISER SHALL NOT BE GREATER THAN 3/8"
 ALL CONVENIENCE ELECTRICAL OUTLETS IN HABITABLE AREAS SHALL BE PLACED 12" ABOVE
 1 THE FINISHED FLOOR (UNLESS NOTED OTHERWISE) AND BE SPACED PER THE 6/12 RULE
 SCALE: NOT TO SCALE 1209 MONROE ST.
 ALL STAIRS WITH FOUR OR MORE RISERS SHALL HAVE CONTINUOUS, GRASPABLE HANDRAIL
 INSTALLED ON AT LEAST ONE SIDE OF THE STAIRWAY. THE HANDRAIL SHALL HAVE BOTH ENDS
 ALL BATHROOM, GARAGE, UNFINISHED BASEMENTS AND EXTERIOR ELECTRICAL OUTLETS SHALL EVANSTON, IL 60202
 BE GFCI PROTECTED. ALL OUTLETS, LIGHT FIXTURES, AND SWITCHES WITHIN 5'-0" OF A SHOWER PH: 847.903.4067
 RETURNED TO THE WALL OR NEWEL POST
 OR BATHTUB SHALL BE GFCI PROTECTED
 OMAR@OGUTIERREZ.COM
 EXTERIOR OR LOAD-BEARING WALLS WITH PLATES CUT, DRILLED OR NOTCHED MORE THAN 50%
 ALL LIGHT FIXTURES WITHIN A 24" OR SMALLER CLOSET SHALL BE LED WITH SOLID LENS
 OF THE WIDTH OF THE STUD SHALL HAVE A GALVANIZED METAL TIE 16 GAGE AND 1-1/2" WIDE
 FASTENED TO EACH PLATE
 ALL CABLE TV, PHONE & DATA LOCATIONS SHALL BE CONFIRMED WITH OWNER




 A0
 EXTERIOR OR LOAD-BEARING WALLS WITH STUDS DRILLED WITHIN 5/8" OF THE FACE OF THE
 STUD SHALL BE REINFORCED WITH A STRUCTURAL STUD SHOE

 CUTS, NOTCHES AND HOLES BORED IN TRUSSES, LAMINATED VENEER LUMBER,
 GLUE-LAMINATED MEMBERS OR I-JOISTS ARE NOT PERMITTED UNLESS THE EFFECTS OF SUCH
 ARE SPECIFICALLY ADDRESSED BY R502.8.2
 MUNICIPALITY APPROVAL




 NEW ADDITION AND
 RENOVATIONS AT THE


 MOLINA/WERTH
 RESIDENCE
 8037 HARDING AVENUE
 SKOKIE, IL

 THESE DRAWINGS CONTAIN
 PROPRIETARY INFORMATION. ANY
 REPRODUCTION OR REUSE MUST BE
 BY CONSENT OF OMAR GUTIERREZ,
 ARCHITECT
 EXISTING CONCRETE WALK MINIMUM REQUIRED YARD © 2025 - OMAR GUTIERREZ, ARCHITECT
 TO REMAIN SETBACKS ISSUED FOR: DATE
 BID / PERMIT 07/10/2025




HARDING AVENUE
 25.00' 24.62'
 4.00'
 123.12'
 8.00' 9.00'
 26.31' 56.68'


 49.50'
 NEW OUTDOOR MINI SPLIT
 PROPOSED 2ND EXISTING BRICK HVAC UNIT
 STORY AND FRAME EXISTING A/C CONDENSER

 49.50'
 ADDITION SPLIT LEVEL
 ABOVE EXISTING HOME TO
 1ST FLOOR REMAIN


 16.00' ALLEY
 EXISTING FRAME
 GARAGE TO REMAIN

 14.40' PROFESSIONAL STAMP
 I CERTIFY THAT THESE DRAWINGS
 WERE PREPARED UNDER MY DIRECT


 4.00'
 123.12' SUPERVISION AND, TO THE BEST OF
 MY PROFESSIONAL KNOWLEDGE, THEY
 EXISTING CONCRETE STAIR CONFORM TO ALL APPLICABLE CODES
 TO BASEMENT TO REMAIN

 EXISTING CONCRETE EXISTING WOOD DECK TO
 DRIVEWAY TO REMAIN REMAIN


 SITE PLAN
 1
 SCALE: 1"=10'-0"




 LICENSE EXPIRES 11/30/2026




 1209 MONROE ST.
 EVANSTON, IL 60202
 PH: 847.903.4067
 OMAR@OGUTIERREZ.COM




 A1
 MUNICIPALITY APPROVAL




 NEW ADDITION AND
 RENOVATIONS AT THE
 DEMOLITION LEGEND
 EXISTING CONSTRUCTION TO REMAIN EXISTING CRAWL SPACE ACCESS TO REMAIN
 MOLINA/WERTH
 RESIDENCE
 EXISTING WALL FINISHES TO BE REMOVED

 EXISTING CONSTRUCTION TO BE REMOVED




 EXISTING 2X10 @ 16" EXISTING 2X10 @ 16"
 EXISTING FLOOR FINISHES TO BE REMOVED DOWN TO 8037 HARDING AVENUE
 SUB-FLOOR / SLAB
 SKOKIE, IL
 EXISTING BEAM
NOTES:


 O.C. TO REMAIN O.C. TO REMAIN
 FAMILY ROOM
 1. COORDINATE DEMOLITION WITH PROPOSED PLANS & ELEVATIONS; EX. TILE FLOOR THESE DRAWINGS CONTAIN
 BRING ANY CONFLICTS TO THE ATTENTION OF THE ARCHITECT

 ABOVE TO REMAIN
 TO REMAIN
 2. PROVIDE TEMPORARY SUPPORT TO STRUCTURAL ELEMENTS EXISTING ELECTRIC METER PROPRIETARY INFORMATION. ANY
 TO REMAIN
 AFFECTED BY DEMOLITION AND CONSTRUCTION (FIELD VERIFY ALL REPRODUCTION OR REUSE MUST BE
 CONDITIONS) CRAWL SPACE
 EX. CONC. SLAB BY CONSENT OF OMAR GUTIERREZ,
 TO REMAIN EX. A/C ARCHITECT
 CONDENSER
 TO REMAIN © 2025 - OMAR GUTIERREZ, ARCHITECT

 EXISTING STEEL BEAM AND EXISTING STEEL BEAM AND ISSUED FOR: DATE
 SUPPORTING COLUMNS TO REMAIN SUPPORTING COLUMNS TO REMAIN
 EXISTING WATER SERVICE
 EXISTING 200 AMP CIRCUIT BID / PERMIT 07/10/2025
 TO BE UPGRADED 6R UP
 BREAKER PANEL TO BE
 UPGRADED




 EXISTING 2X10 @ 16" EXISTING 2X10 @ 16"
 BATH 2
 6R UP
 O.C. TO REMAIN O.C. TO REMAIN
 EX. TILE FLOOR LAUNDRY STORAGE
 TO REMAIN EX. CONC. SLAB EX. CONC. SLAB
 FLOOR TO REMAIN FLOOR TO REMAIN

 WASHER/
 DRYER




 EXISTING 50-GALLON
 WATER HEATER TO REMAIN

 EXISTING GAS METER TO EXISTING FURNACE TO
 REMAIN REMAIN




 EXISTING BASEMENT FLOOR PLAN
 1
 SCALE: 1/4"=1'-0"

 PROFESSIONAL STAMP
 I CERTIFY THAT THESE DRAWINGS
 WERE PREPARED UNDER MY DIRECT
 SUPERVISION AND, TO THE BEST OF
 MY PROFESSIONAL KNOWLEDGE, THEY
 CONFORM TO ALL APPLICABLE CODES


 2R DOWN


 DEMOLITION LEGEND
 EXISTING CONSTRUCTION TO REMAIN
 EXISTING WALL FINISHES TO BE REMOVED

 EXISTING CONSTRUCTION TO BE REMOVED

 BEDROOM 3 BEDROOM 2

 EXISTING 2X6 @ 16" EXISTING 2X6 @ 16"
 EXISTING FLOOR FINISHES TO BE REMOVED DOWN TO
 SUB-FLOOR / SLAB EX. WOOD FLOOR EX. WOOD FLOOR
 LIVING ROOM TO REMAIN TO REMAIN
NOTES: EX. WOOD FLOOR 1R DOWN


 O.C. TO REMAIN O.C. TO REMAIN
 TO REMAIN EXISTING BEAM ABOVE TO
 1. COORDINATE DEMOLITION WITH PROPOSED PLANS & ELEVATIONS; BE REMOVED
 BRING ANY CONFLICTS TO THE ATTENTION OF THE ARCHITECT
 2. PROVIDE TEMPORARY SUPPORT TO STRUCTURAL ELEMENTS
 AFFECTED BY DEMOLITION AND CONSTRUCTION (FIELD VERIFY ALL EXISTING ATTIC ACCESS
 CONDITIONS) PANEL TO REMAIN


 EXISTING DOOR TO BE
 7R UP HALL LICENSE EXPIRES 11/30/2026
 1R DOWN
 REUSED
 EX. WOOD FLOOR
 EXISTING BEAM ABOVE TO REMAIN
 TO BE REMOVED
 EXISTING BEAM ABOVE TO
 BE REMOVED
 6R DOWN




 EXISTING 2X6 @ 16" EXISTING 2X6 @ 16"
 BATH 1
 KITCHEN / BREAKFAST EX. TILE FLOOR BEDROOM 1
 EX. WOOD FLOOR TO BE REMOVED EX. WOOD FLOOR

 O.C. TO REMAIN O.C. TO REMAIN
 TO REMAIN TO REMAIN


 EXISTING BEAM ABOVE




 TO BE REMOVED
 1209 MONROE ST.
 EVANSTON, IL 60202
 2R DOWN
 PH: 847.903.4067
 OMAR@OGUTIERREZ.COM




 2
 EXISTING 1ST FLOOR PLAN
 SCALE: 1/4"=1'-0"
 A2
 MUNICIPALITY APPROVAL




 EXISTING DOWNSPOUTS TO REMAIN (TYPICAL FOR 3)
 1
 A6



 NEW ADDITION AND
 RENOVATIONS AT THE
 PLAN LEGEND
 EXISTING CONSTRUCTION TO REMAIN EXISTING CRAWL SPACE ACCESS TO REMAIN
 BELOW GRADE SLEEPING MOLINA/WERTH
 RESIDENCE
 NEW CONSTRUCTION: 2x4 WOOD STUDS @ 16" O.C. W/
 5/8" GYPSUM BOARD (2x6 @ PLUMBING WALLS; USE ROOMS PROHIBITED PER
 CEMENT BOARD IN TILED WALLS AND MINERAL WOOL NEW OUTDOOR MINI SPLIT
 SOUND INSULATION @ BATHROOM AND BEDROOM SECTION 118-53 OF THE HVAC UNIT
 WALLS)
 SKOKIE VILLAGE CODE
 EXISTING 2X10 @ 16" EXISTING 2X10 @ 16"
 8037 HARDING AVENUE
 NEW FINISHES ON EXISTING CONSTRUCTION
 SKOKIE, IL
 EXISTING BEAM
NOTES:

 O.C. TO REMAIN O.C. TO REMAIN
 1.  ALL PLAN DIMENSIONS SHOWN TO FINISHED SURFACES; ASSUME
 FAMILY ROOM
 5/8"DRYWALL FINISH FOR ROUGH FRAMING EX. TILE FLOOR THESE DRAWINGS CONTAIN

 ABOVE TO REMAIN
 2. PROVIDE TEMPORARY SUPPORT TO STRUCTURAL ELEMENTS TO REMAIN
 AFFECTED BY DEMOLITION AND CONSTRUCTION (FIELD VERIFY
 PROPRIETARY INFORMATION. ANY
 ALL CONDITIONS) REPRODUCTION OR REUSE MUST BE
 CRAWL SPACE
 EX. CONC. SLAB BY CONSENT OF OMAR GUTIERREZ,
 HEADER (2-2X12 UNLESS OTHERWISE NOTED); TYPICAL
 TO REMAIN
 EXISTING ELECTRIC METER
 EX. A/C ARCHITECT
 CONDENSER
 BOLTING PATTERN: 1/2"Ø BOLTS @ 16" O.C. STAGGERED TO REMAIN
 TO REMAIN © 2025 - OMAR GUTIERREZ, ARCHITECT
 (3) 2x4 POST (4x4 PSL POST IF NOTED)

 (3) 2x6 POST (6x6 PSL POST IF NOTED) EXISTING STEEL BEAM AND EXISTING STEEL BEAM AND ISSUED FOR: DATE
 SUPPORTING COLUMNS TO REMAIN SUPPORTING COLUMNS TO REMAIN
 LOAD FROM ABOVE NEW1-1/2"Ø WATER
 NEW 200 AMP CIRCUIT BID / PERMIT 07/10/2025
 SERVICE IN LIEU OF 6R UP
 INTERIOR LOAD BEARING WALL BREAKER PANEL IN LIEU OF
 EXISTING
 ± 22'-4 1/8" (VERIFY) EXISTING; MAINTAIN MIN.
 30"W X 36"D CLEARANCE AS
 SHOWN


 EXISTING 2X10 @ 16" EXISTING 2X10 @ 16"

 ± 7'-9 7/8" (VERIFY)
 BATH 2
 6R UP
 O.C. TO REMAIN O.C. TO REMAIN
 EX. TILE FLOOR LAUNDRY STORAGE
 TO REMAIN EX. CONC. SLAB EX. CONC. SLAB
 NEW 4X4 PSL POST W/ 36"X36"X12" CONCRETE
 FOOTING WITH (3) #4 RE-BARS EACH WAY @ FLOOR TO REMAIN FLOOR TO REMAIN
 BOTTOM; PROVIDE SIMPSON® POST BASE AS
 REQUIRED WASHER/
 DRYER
 NEW (2)1-3/4"X9-1/4" LVL FLUSH BEAM




 EXISTING 50-GALLON
 WATER HEATER TO REMAIN

 NEW DOWNSPOUT EXISTING GAS METER TO EXISTING FURNACE TO
 1
 A6 LOCATION (TYPICAL FOR 2) REMAIN REMAIN

 EXISTING HEADER TO
 REMAIN (MIN. 2-2X10; FIELD
 VERIFY)


 PROPOSED BASEMENT FLOOR PLAN
 1
 SCALE: 1/4"=1'-0"

 PROFESSIONAL STAMP
 I CERTIFY THAT THESE DRAWINGS
 WERE PREPARED UNDER MY DIRECT
 SUPERVISION AND, TO THE BEST OF
 MY PROFESSIONAL KNOWLEDGE, THEY
 1
 CONFORM TO ALL APPLICABLE CODES
 A6


 2R DOWN
 NEW (2)1-3/4"X16" LVL




 PLAN LEGEND
 (2)2/0X6/8
 EXISTING CONSTRUCTION TO REMAIN
 EXISTING ATTIC ACCESS

 SLIDING DOORS
 NEW CONSTRUCTION: 2x4 WOOD STUDS @ 16" O.C. W/ PANEL TO REMAIN
 5/8" GYPSUM BOARD (2x6 @ PLUMBING WALLS; USE




 NEW (2)1-3/4"X16" LVL FLUSH BEAM
 NEW CLOSET SYSTEM PER
 CEMENT BOARD IN TILED WALLS AND MINERAL WOOL OWNER




 NEW 16" TJI® 360 SERIES "SISTERED" TO EXISTING CEILING JOISTS @
 SOUND INSULATION @ BATHROOM AND BEDROOM




 NEW (2)1-3/4"X16" LVL
 WALLS) HOME OFFICE 2 HOME OFFICE 1

 EXISTING 2X6 @ 16" EXISTING 2X6 @ 16"
 NEW FINISHES ON EXISTING CONSTRUCTION EX. WOOD FLOOR TO REMAIN EX. WOOD FLOOR
 LIVING ROOM TO REMAIN
 3'-3 1/4"
 13'-10 7/8"
NOTES: EX. WOOD FLOOR

 O.C. TO REMAIN O.C. TO REMAIN
 1.  ALL PLAN DIMENSIONS SHOWN TO FINISHED SURFACES; ASSUME TO REMAIN NEW 16" OPEN WEB TRUSSES
 5/8"DRYWALL FINISH FOR ROUGH FRAMING "SISTERED" TO EXISTING
 2. PROVIDE TEMPORARY SUPPORT TO STRUCTURAL ELEMENTS NOTE: COLUMNS SHALL BE CEILING JOISTS @ 16" O.C.
 1R DOWN




 ± 25'-9 1/8" MAX. SPAN OF NEW TJI® JOISTS
 AFFECTED BY DEMOLITION AND CONSTRUCTION (FIELD VERIFY PERMANENTLY ATTACHED PER R407.3
 ALL CONDITIONS) AS AMENDED BY THE VILLAGE OF
 SKOKIE (TYPICAL THROUGHOUT)
 8 3/8" (2)2/0X6/8 (2)2/0X6/8




 16" O.C. (MAX. SPAN OF 16" O.C. TJI® = 27'-7" @ 40 PSF LL / 10 PSF DL)
 8'-8 7/8" 8'-5 1/2" 6'-8" SLIDING DOORS SLIDING DOORS
 HEADER (2-2X12 UNLESS OTHERWISE NOTED); TYPICAL
 BOLTING PATTERN: 1/2"Ø BOLTS @ 16" O.C. STAGGERED 7R UP
 NEW (2)2X12 W/ (3)2X4 HALL LICENSE EXPIRES 11/30/2026
 1R DOWN
 4 7/8" 1'-5 3/4" POSTS EACH SIDE EX. WOOD FLOOR
 (3) 2x4 POST (4x4 PSL POST IF NOTED) TO REMAIN
 30" RANGE W/ (2)16" LVL
 6'-5 1/2"
 (3) 2x6 POST (6x6 PSL POST IF NOTED)
 EXHAUST HOOD




 1'-0" WALL BELOW COUNTER
 EXISTING ATTIC ACCESS
 LOAD FROM ABOVE 24" M. PANEL TO REMAIN
 3'-0 3/8"
 9R UP @
 2'-0"
 INTERIOR LOAD BEARING WALL WAVE ±7-1/8"
 6R 10"

 5'-10 3/4"
 DOWN TYP. NEW STAIR W/ WALL MOUNTED HANDRAIL @ 34-38"




 NEW (3)1-3/4"X16" LVL BEAMS
 (2)2/0X6/8
 ABOVE STAIR NOSINGS
 3'-5 1/2"
 (2)16" LVL




 NEW (2)1-3/4"X16" LVL
 EXISTING 2X6 @ 16" EXISTING 2X6 @ 16"
 8'-8 7/8" 3'-0" 7'-4" 3'-7 3/8" 2'-0"
 9'-6"
 2'-6 5/8"
 SLIDING DOORS
 KITCHEN / BREAKFAST 36" REF./
 EX. WOOD FLOOR FREEZER BEDROOM 1

 7'-7 1/8"
 EX. WOOD FLOOR

 O.C. TO REMAIN
 1'-0" 1'-0" 1'-0"

 O.C. TO REMAIN
 TO REMAIN
 TO REMAIN
 BATH 1
 3'-7 1/4" ± 1'-0 1/4" NEW TILE FLOOR
 2'-7"
 (2)2/0X6/8
 1'-8 1/2" 5'-3" 12'-6" 3'-2 3/4" 2'-0" 4'-10 3/4" REUSE EXISTING DOOR


 18" GARB.
 SLIDING DOORS
 2'-6"
 2'-0" 2'-0" 24" D.W.
 RECYCL.
 1209 MONROE ST.
 EVANSTON, IL 60202
 2R DOWN
 NEW (2)1-3/4"X16" LVL PH: 847.903.4067
 WALL MOUNTED GRAB BARS; PROVIDE
 BLOCKING AS REQUIRED OMAR@OGUTIERREZ.COM
 1
 A6 NEW 16" OPEN WEB TRUSSES "SISTERED"
 TO EXISTING CEILING JOISTS @ 16" O.C.




 A3
 NEW (2)1-3/4"X16" LVL
 BEAMS


 PROPOSED 1ST FLOOR PLAN
 2
 SCALE: 1/4"=1'-0"
 MUNICIPALITY APPROVAL




 1 23'-7" 4'-1 3/4"
 A6
 9'-3 3/4" 7'-6 5/8" 5'-5 7/8"


 7 3/8" NEW ADDITION AND
 RENOVATIONS AT THE
 PLAN LEGEND (2)2X12 (2)2X12


 MOLINA/WERTH
 10'-11 3/4" 10'-11 3/4"


 ± 7'-1 1/8" ALIGN W/ C.L. OF
 EXISTING CONSTRUCTION TO REMAIN
 7 3/8" 7 3/8"


 RESIDENCE
 NEW CONSTRUCTION: 2x4 WOOD STUDS @ 16" O.C. W/
 5/8" GYPSUM BOARD (2x6 @ PLUMBING WALLS; USE BEDROOM 2


 WINDOWS BELOW
 CEMENT BOARD IN TILED WALLS AND MINERAL WOOL NEW WOOD FLOOR
 SOUND INSULATION @ BATHROOM AND BEDROOM
 10'-4"
 WALLS)

 2X8 CLG. JST.
 8037 HARDING AVENUE
 11'-9 3/8"
 NEW FINISHES ON EXISTING CONSTRUCTION
 SKOKIE, IL
 14'-6 7/8"
 14'-2 1/8" 14'-2 1/8"
NOTES: @ 16" O.C. 2X8 CLG. JST.
 1.  ALL PLAN DIMENSIONS SHOWN TO FINISHED SURFACES; ASSUME BEDROOM 3
 (2)2X12 @ 16" O.C.
 5/8"DRYWALL FINISH FOR ROUGH FRAMING
 NEW WOOD FLOOR
 THESE DRAWINGS CONTAIN
 2. PROVIDE TEMPORARY SUPPORT TO STRUCTURAL ELEMENTS
 AFFECTED BY DEMOLITION AND CONSTRUCTION (FIELD VERIFY
 PROPRIETARY INFORMATION. ANY
 (2)3/0X6/8 SLIDING
 ALL CONDITIONS) DOORS REPRODUCTION OR REUSE MUST BE
 7'-2" 3'-5" 3'-7" 7'-0"
 BY CONSENT OF OMAR GUTIERREZ,
 2'-0" EXISTING METAL CHIMNEY TO REMAIN; EXTEND


 ± 13'-0 1/2" ALIGN W/ C.L. OF
 HEADER (2-2X12 UNLESS OTHERWISE NOTED); TYPICAL PER EXTERIOR ELEVATIONS
 ARCHITECT
 BOLTING PATTERN: 1/2"Ø BOLTS @ 16" O.C. STAGGERED © 2025 - OMAR GUTIERREZ, ARCHITECT
 27'-1 1/8" 2/8X6/8 2/8X6/8
 (2)3/0X6/8 SLIDING DOORS NEW CLOSET SYSTEM PER OWNER (TYPICAL)
 (3) 2x4 POST (4x4 PSL POST IF NOTED)
 2'-0" 7 3/8"
 ISSUED FOR: DATE

 WINDOWS BELOW
 (3) 2x6 POST (6x6 PSL POST IF NOTED) (2)2X8 (2)2X8

 LOAD FROM ABOVE 7'-2" HALL 12'-5 1/4" 6'-6" BID / PERMIT 07/10/2025
 3'-0 3/8" 3'-0 3/8" 3'-0 3/8" 4'-3 1/8"
 NEW WOOD FLOOR 9R DOWN
 2X8 CLG. JST.
 INTERIOR LOAD BEARING WALL 7 3/8"
 NEW ATTIC ACCESS PANEL @ ±7-1/8"
 6 5/8"
 W/ BUILT-IN LADDER (2

 @ 16" O.C.
 )2
 /0
 X6 NEW STAIR W/ WALL MOUNTED HANDRAIL @ 34-38"
 /8
 2'-0" ABOVE STAIR NOSINGS
 2X8 CLG. JST.
 10'-11 3/4" 2 3/4" 4'-4" 3'-3 1/4" 2'-11"

 2/8X6/8 2/6X6/8
 12'-8 3/4"
 2 3/4" 2 3/4"

 @ 16" O.C.
 WALL MOUNTED GRAB
 4'-5 5/8"
 BARS; PROVIDE BLOCKING



 ± 5'-8 3/4" ALIGN W/ C.L. OF
 AS REQUIRED
 BEDROOM 4 BATH 3
 (2)2X12 5'-7 5/8"
 (2)2/0X6/8 SLIDING
 NEW WOOD FLOOR SHOWER NICHE
 8'-3 1/8"
 NEW TILE
 6 3/4" FLOOR

 7'-10 3/8" 7'-10 1/4"
 2'-0" 1'-10" 6'-7"


 WINDOWS BELOW
 TEMPERED GLASS SHOWER

 DOORS
 ENCLOSURE W/ 2/2 DOOR
 2'-10" AS SHOWN

 7 3/8" (2)2X12 (2)2X12 LOW WALL AND SHOWER
 CURB W/ STONE TOP



 9'-3 3/4" 8'-2 1/2" 4'-10"

 1
 A6
 23'-7" 4'-1 3/4"




 PROPOSED 2ND FLOOR PLAN
 1
 SCALE: 1/4"=1'-0"

 PROFESSIONAL STAMP
 I CERTIFY THAT THESE DRAWINGS
 WERE PREPARED UNDER MY DIRECT
 SUPERVISION AND, TO THE BEST OF
 MY PROFESSIONAL KNOWLEDGE, THEY
 1
 CONFORM TO ALL APPLICABLE CODES
 A6
 2X6 @
 16" O.C.




 PLAN LEGEND
 PERIMETER OF FLOOR BELOW

 OVERFRAMING


 2X8 RAFTERS
 (3) 2x4 POST (4x4 PSL POST IF NOTED)

 (3) 2x6 POST (6x6 PSL POST IF NOTED) EX. 2X6 RAFTERS
 @ 16" O.C.

 2X8 RAFTERS @ 16" O.C.
 2X P
 HI

 @ 16" O.C.
 10 0
 HI 2X
 P 1 EXISTING METAL CHIMNEY TO REMAIN; EXTEND
 PER EXTERIOR ELEVATIONS




 2X10 RIDGE
 LICENSE EXPIRES 11/30/2026
 2X8 RAFTERS 2X8 RAFTERS (2)2X12 LVL EX. 2X6 RAFTERS
 @ 16" O.C. @ 16" O.C. RIDGE BEAM @ 16" O.C.
 PLATE
 PROVIDE SIMPSON® HHRC OR PROVIDE SIMPSON® LSU OR EQUAL
 EQUAL HIP-RIDGE FACE MOUNT ADJUSTABLE HANGER INSTALLED
 CONNECTOR INSTALLED PER PER MANUFACTURER'S
 MANUFACTURER'S SPECIFICATIONS SPECIFICATIONS



 0
 HIP 2X 1
 0 2X8 RAFTERS
 2X HI

 EX. 2X6 RAFTERS
 @ 16" O.C.
 1 P


 2X8 RAFTERS
 @ 16" O.C.
 @ 16" O.C.




 1209 MONROE ST.
 EVANSTON, IL 60202
 PH: 847.903.4067
 2X6 @
 16" O.C.
 OMAR@OGUTIERREZ.COM
 1
 A6




 2
 ROOF PLAN
 SCALE: 1/4"=1'-0"
 A4
 MUNICIPALITY APPROVAL




 NEW ADDITION AND
 2'-0" MIN.
 EXTEND EXISTING METAL NEW ASPHALT SHINGLE ROOFING TO
 10'-0"
 MATCH EXISTING (TYPICAL)
 RENOVATIONS AT THE
 FLUE AS SHOWN ±4; 12
 MATCH EXISTING
 PROVIDE FLASHING AS

 MOLINA/WERTH
 12 ±4; 1'-6" 1'-6"
 REQUIRED
 MATCH EXISTING


 RESIDENCE
 T/NEW FIN. CLG. T/NEW FIN. CLG. T/NEW FIN. CLG.
 8037 HARDING AVENUE
 1'-6"
 ESS 2/6 ESS ESS SKOKIE, IL
 / 6 EGR / 2/6X ING /6 EGR / / 6 EGR / NEW METAL GUTTERS AND DOWNSPOUTS
 /6X4 SW N /6X4 SW /6X4 SW TO MATCH EXISTING (TYPICAL)
 (2)2 INDOW TED AW (2)2 INDOW TED (2)2 INDOW TED
 W ULA NG W ULA NG W ULA NG
 SIM LE HU 8'-0" 8'-0" SIM LE HU SIM LE HU NEW COMPOSITE 5/4X4 WINDOW TRIM
 8'-0"
 THESE DRAWINGS CONTAIN
 B B B (TYPICAL)
 DOU BARS 6'-8" 6'-8" DOU BARS DOU BARS PROPRIETARY INFORMATION. ANY
 NEW COMPOSITE SIDING W/ 5/4X4 CORNER
 BOARDS (TYPICAL)
 REPRODUCTION OR REUSE MUST BE
 BY CONSENT OF OMAR GUTIERREZ,
 2'-2" 2'-2" 1X COMPOSITE WRAP
 ARCHITECT
 T/NEW FIN. 2ND FLOOR T/NEW FIN. 2ND FLOOR 12 T/NEW FIN. 2ND FLOOR
 12 4 1X8 COMPOSITE FASCIA W/ 1X2 RAKE
 © 2025 - OMAR GUTIERREZ, ARCHITECT
 1'-6 1/8" 1'-6 1/8" 1'-6 1/8"
 4 (TYPICAL)

 T/EX. FIN. CLG. T/EX. FIN. CLG. 1X8 COMPOSITE FASCIA (TYPICAL) T/EX. FIN. CLG. ISSUED FOR: DATE
 1'-0" 4'-11 1/2" 1'-0"
 1X4 COMPOSITE FRIEZE (TYPICAL)
 BID / PERMIT 07/10/2025
 3'-0" 3'-0"
 NEW CUSTOM WOOD BRACKETS

 8'-0 3/8"
 8'-8 1/8" 8'-8 1/8" 5/4X8 COMPOSITE TRIM; PROVIDE
 FLASHING AS REQUIRED

 EXISTING BRICK WALLS TO REMAIN
 (TYPICAL)

 ± 11 3/8" ± 11 3/8"
 T/EX. 1ST FLOOR
 T/EX. 1ST FLOOR T/EX. 1ST FLOOR
 1'-7 1/8"

 B/EX. JOISTS B/EX. JOISTS B/EX. JOISTS

 2'-4 7/8" 2'-4 7/8" 2'-4 7/8"

 T/EX. SLAB T/EX. SLAB T/EX. SLAB



 LEFT SIDE (NORTH) ELEVATION FRONT (WEST) ELEVATION
1 2
 SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0"




 PROFESSIONAL STAMP
 2'-0" MIN.
 10'-0" EXTEND EXISTING METAL FLUE
 12 ±4; ±4; 12 AS SHOWN
 I CERTIFY THAT THESE DRAWINGS
 MATCH EXISTING MATCH EXISTING
 2/6X2/6 AWNING W/ FROSTED WERE PREPARED UNDER MY DIRECT
 TEMPERED GLASS
 SUPERVISION AND, TO THE BEST OF
 1'-6"
 MY PROFESSIONAL KNOWLEDGE, THEY
 CONFORM TO ALL APPLICABLE CODES
 T/NEW FIN. CLG. T/NEW FIN. CLG. T/NEW FIN. CLG.

 1'-6"
 2/6
 2/6X ING
 N
 AW
 8'-0" 8'-0" 8'-0"
 6'-8"




 1'-0" 6'-10 1/2" 1'-0"
 T/NEW FIN. 2ND FLOOR 12 T/NEW FIN. 2ND FLOOR T/NEW FIN. 2ND FLOOR
 12 4
 1'-6 1/8" 1'-6 1/8" 1'-6 1/8"
 4

 T/EX. FIN. CLG. T/EX. FIN. CLG. T/EX. FIN. CLG.



 3'-0"



 8'-0 3/8" 8'-0 3/8"
 8'-8 1/8"


 LICENSE EXPIRES 11/30/2026

 ± 11 3/8"
 T/EX. 1ST FLOOR T/EX. 1ST FLOOR
 T/EX. 1ST FLOOR
 1'-7 1/8" 1'-7 1/8"

 B/EX. JOISTS B/EX. JOISTS B/EX. JOISTS

 2'-4 7/8" 2'-4 7/8" 2'-4 7/8"

 T/EX. SLAB T/EX. SLAB T/EX. SLAB



 REAR (EAST) ELEVATION RIGHT SIDE (SOUTH) ELEVATION
 3 4
 SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0"




 1209 MONROE ST.
 EVANSTON, IL 60202
 PH: 847.903.4067
 OMAR@OGUTIERREZ.COM




 A5
 MUNICIPALITY APPROVAL

 SIMPSON® HHRC OR EQUAL HIP-RIDGE 2X6 COLLAR TIES @ 16" O.C. W/ NAILING PER
 FACE MOUNT CONNECTORS TABLE R602.3(1)
 TYPICAL ROOF CONSTRUCTION:
 - ASPHALT SHINGLE ROOFING TO MATCH OPTIONAL ZIPSYSTEM™
 1/3 RAFTER
 EXISTING 5/8" ENGINEERED OSB
 - 15 LB. FELT PAPER STRUCTURAL PANELS W/

 HEIGHT
 - ICE & WATER SHIELD OVER ENTIRE INTEGRATED WATER
 12
 SHEATHING RESISTANT BARRIER W/
 ±4; MATCH EXISTING - 3/4" CDX PLYWOOD SHEATHING SEAMS TAPED PER
 - ALUMINUM DRIP EDGE @ EAVES & RAKES MANUFACTURER'S
 - 2X8 ROOF RAFTERS PER PLAN W/ MIN. R-49 SPECIFICATIONS
 CLOSED CELL SPRAY FOAM INSULATION
 - CEILING JOISTS PER PLAN
 - 5/8" DRYWALL FINISH (TAPED, SANDED
 AND PAINTED)
 PROVIDE MINIMUM 1/2" GYPSUM BOARD
 THERMAL BARRIER PER IRC R316.4
 NEW ADDITION AND
 RENOVATIONS AT THE
 LINE
 PLATE
 PLATE
 LINE




 MOLINA/WERTH
 T/NEW FIN. CLG. T/NEW FIN. CLG.
 OPTIONAL ZIPSYSTEM™
 TYPICAL NEW 2ND FLOOR EXTERIOR WALL CONSTRUCTION: 7/16" ENGINEERED OSB

 RESIDENCE
 SIMPSON® H2.5A HURRICANE TIES @ METAL GUTTERS AND DOWNSPOUTS TO
 - COMPOSITE SIDING STRUCTURAL PANELS W/
 1'-6" EACH TOP PLATE TO RAFTER MATCH EXISTING
 - TYVEK® OR EQUAL BUILDING WRAP INTEGRATED WATER
 RESISTANT BARRIER W/ CONNECTION
 - 1/2" EXTERIOR GRADE PLYWOOD SHEATHING 1X8 COMPOSITE FASCIA
 - 2x6 STUDS @ 16" O.C. W/ MIN. R-30 CLOSED CELL SPRAY SEAMS TAPED PER
 FOAM INSULATION MANUFACTURER'S
 - 5/8" GYPSUM BOARD FINISH (TAPED, SANDED AND SPECIFICATIONS 1X UNVENTED COMPOSITE SOFFIT 8037 HARDING AVENUE
 PAINTED PER OWNER'S COLOR SELECTIONS; USE SKOKIE, IL
 CEMENT BOARD @ TILED WALLS)


 NEW BEDROOM 3 NEW HALL NEW BEDROOM 4 THESE DRAWINGS CONTAIN
 8'-0" 8'-0" PROPRIETARY INFORMATION. ANY
 TYPICAL NEW INTERIOR WALL CONSTRUCTION:
 - 2x4 STUDS @ 16" O.C. (USE 2x6 STUDS @ TYPICAL NEW CEILING CONSTRUCTION: REPRODUCTION OR REUSE MUST BE
 PLUMBING WALLS AND WHERE SHOWN) - 3/4" PLYWOOD SHEATHING BY CONSENT OF OMAR GUTIERREZ,
 - MINERAL WOOL SOUND INSULATION @ - 2X8 CEILING JOISTS PER PLAN
 BATHROOM AND BEDROOM WALLS - 5/8" GYPSUM BOARD FINISH (TAPED, SANDED ARCHITECT
 - 5/8" GYPSUM BOARD FINISH (TAPED, AND PAINTED PER OWNER'S COLOR © 2025 - OMAR GUTIERREZ, ARCHITECT
 SANDED AND PAINTED PER OWNER'S SELECTIONS)
 COLOR SELECTIONS; USE CEMENT BOARD
 @ TILED WALLS) ISSUED FOR: DATE
 ALL INTERIOR FRAMING SHALL BE PROTECTED
 BY MIN. 1/2" GYPSUM BOARD FINISH
 BID / PERMIT 07/10/2025
 T/NEW FIN. 2ND FLOOR T/NEW FIN. 2ND FLOOR



 1'-6 1/8" 1'-6 1/8"

 T/EX. FIN. CLG. T/EX. FIN. CLG.


 TYPICAL NEW FLOOR CONSTRUCTION: 5/4X8 COMPOSITE TRIM; PROVIDE FLASHING AS
 - FLOOR FINISH PER PLANS REQUIRED
 - 3/4" PLYWOOD SHEATHING NAILED & GLUED
 - 16" TJI® 360 SERIES @ 16" O.C. PER PLAN
 "SISTERED" TO EXISTING CEILING JOISTS
 - EXISTING GYPSUM BOARD CEILING TO REMAIN



 EXISTING LIVING ROOM EXISITNG KITCHEN
 8'-0 3/8"
 TO BE REMOVATED

 8'-8 1/8"




 TYPICAL EXISTING FLOOR CONSTRUCTION
 OVER CRAWL SPACE:
 - FLOOR FINISH PER PLANS
 - 3/4" T&G PLYWOOD NAILED & GLUED

± 11 3/8"
 T/EX. 1ST FLOOR
 - FLOOR JOISTS PER PLAN
 - PROVIDE MIN. R-30 INSULATION PROFESSIONAL STAMP
 T/EX. 1ST FLOOR

 1'-7 1/8"
 I CERTIFY THAT THESE DRAWINGS
 WERE PREPARED UNDER MY DIRECT
 B/EX. JOISTS B/EX. JOISTS SUPERVISION AND, TO THE BEST OF
 EXISTING CONCRETE FOUNDATION WALLS, EXISTING STEEL BEAM AND SUPPORTING MY PROFESSIONAL KNOWLEDGE, THEY
 FOOTINGS AND SLAB TO REMAIN POSTS TO REMAIN
 EXISTING CRAWL SPACE CONFORM TO ALL APPLICABLE CODES
 2'-4 7/8" 2'-4 7/8"


 T/EX. SLAB T/EX. SLAB




 BUILDING SECTION
 1
 SCALE: 1/2"=1'-0"

 CONTINUOUS FLASHING


 P.T. 2X8 LEDGER W/
 1/2"Ø BOLTS @ 16" O.C.

 ASPHALT SHINGLE
 ROOF TO MATCH
 EXISTING OVER 15#
 FELT PAPER, ICE &
 WATER SHIELD
 MEMBRANE AND 3/4"
 LICENSE EXPIRES 11/30/2026
 12 PLYWOOD SHEATHING
 4
 2X6 @ 16" O.C.


 CONTINUOUS
 ALUMINUM DRIP EDGE




 PRE-FINISHED METAL
 GUTTERS AND
 DOWNSPOUTS



 1'-9 3/4"
 1X8 COMPOSITE FASCIA

 1X PAINTED COMPOSITE
 SOFFIT (TYPICAL)

 2X6 @ 16" O.C. 1209 MONROE ST.
 EVANSTON, IL 60202
 1X4 COMPOSITE FRIEZE PH: 847.903.4067
 1'-9 3/4" 1'-0" OMAR@OGUTIERREZ.COM
 CUSTOM PAINTED
 2 1/4" WOOD BRACKETS (5-1/2"
 3'-0" THICK)
 P.T. 2X6 LEDGER W/




 A6
 1/2"Ø BOLTS @ 16" O.C.

 TYPICAL CANOPY DETAIL
 2
 SCALE: 1"=1'-0"
 MUNICIPALITY APPROVAL



 2 1/2"
 1'-0" 2'-0" 2'-0" 2'-6" 2'-0" 2'-0" 5'-6" 3'-6" 1'-6" 5'-3" 1'-6"

 3 3/8" 3 3/8" NEW WOOD SILL 3 3/8"



 1 1/2" 1'-2 5/8"
 ± 1'-9"
 PANELED ADJ.
 EXHAUST SHELVES




 10 1/8" 10 1/8"
 3'-0" 1 1/2"
 ADJ. SHELVES HOOD ADJ. SHELVES OPEN SHELVES OPEN SHELVES
 ADJ. ADJ.
 ADJ. SHELVES SHELVES
 ADJ. SHELVES 55" WALL
 SHELVES BEHIND BEHIND
 4'-9" BEHIND
 BEHIND 4'-9" 1 1/2" DOOR W/
 MOUNTED TV;
 DOOR W/ 4'-9"
 NESTING DOORS VERIFY HEIGHT NEW ADDITION AND


 ± 2'-6" (VERIFY)
 DOOR GLASS GLASS
 PANEL PANEL RENOVATIONS AT THE
 3'-0" PENINSULA
 COUNTER 1'-9"
 2" 2"
 1'-9"
 2"
 MOLINA/WERTH
 6" 6" FARM SINK 6"
 RESIDENCE
 ± 1'-6 1/2"
 1'-0"
 ADJ. ± 6'-0" 3
 1'-0" 1'-0" 1'-0" 8037 HARDING AVENUE
 ± 11 1/2"
 M. WAVE PULL-OUTS GARBAGE/
 SHELVES
 2'-8" PANELED DISH
 3'-0"
 RECYCLING
 BEHIND 30" RANGE BEHIND
 PULL-OUT
 WASHER SKOKIE, IL
 DOOR DOOR

 1'-0" 1'-0" 1'-0"
 THESE DRAWINGS CONTAIN
 4" 4" 4" 4" PROPRIETARY INFORMATION. ANY
 1'-0" 1'-0" 1'-9" 2'-0" 2'-6" 2'-0" 3'-0" 3'-0" 1'-3" 1'-6" 2'-0" 2'-6" 2'-6" 2'-6" 1'-6" 5'-3" 1'-6" REPRODUCTION OR REUSE MUST BE
 BY CONSENT OF OMAR GUTIERREZ,
 1" 2 1/8" 2" 2 1/2" ARCHITECT
 © 2025 - OMAR GUTIERREZ, ARCHITECT

 ISSUED FOR: DATE
 BID / PERMIT 07/10/2025

KITCHEN NORTH WALL ELEVATION KITCHEN EAST WALL ELEVATION KITCHEN SOUTH WALL ELEVATION

 1'-0" 1'-0" WALL MOUNTED GRAB BARS;
 PROVIDE BLOCKING AS REQUIRED




 ADJ.
 RECESSED
 SHELVES 3'-0" MEDICINE MIRROR
 GLASS SHELVES;
 CABINET W/ LED
 VERIFY HEIGHT
 W/ LED LIGHTS
 LIGHTS (60"X36"
 (24"X36" SHOWN)
 SHOWN)

 2'-6"
 TILE ON
 TILE ON ALL
 1'-9" 1'-9" ALL GLASS SHELF GLASS SHELF BATHROOM
 BATHROOM WALLS
 2" WALLS 7" 2" 7" 2"




 6" 6" 6"
 WALL BELOW
 3'-0" 3'-0"
 WALL BELOW 2'-6" 3'-0" 3'-0" 2'-6" 3'-0" 3'-0" 2'-6"
 COUNTERTOP COUNTERTOP 1 PULL-OUT 1 PULL-OUT 1 PULL-OUT

 1'-0" PROFESSIONAL STAMP
 4" 4" 4"
 I CERTIFY THAT THESE DRAWINGS
 ± 4'-5 1/2" 1'-0" 3'-7 1/4" 2'-0" 2'-0" 3'-7 1/4" 1'-0" ± 2'-5 1/2" 2'-0" WERE PREPARED UNDER MY DIRECT
 2'-6" 2'-7" 2'-6" 2'-0" 1'-3" 2'-0"
 ± 5 1/4"
 SUPERVISION AND, TO THE BEST OF
 5/8" 2 3/8" 2 3/8"
 MY PROFESSIONAL KNOWLEDGE, THEY
 5'-7 5/8"
 CONFORM TO ALL APPLICABLE CODES




 KITCHEN PENINSULA WEST ELEVATION KITCHEN PENINSULA EAST ELEVATION BATH 1 WEST WALL ELEVATION BATH 3 WEST WALL ELEVATION
 TEMPERED GLASS FRAMELESS
 GRAB BARS; PROVIDE WOOD TEMPERED GLASS FRAMELESS 2 3/8" 2 3/8" 4 7/8" 4 7/8" SHOWER ENCLOSURE W/ SWING
 BLOCKING AS REQUIRED SHOWER ENCLOSURE W/ SWING DOOR
 2'-2" 1'-6"
 DOOR



 1'-0 1/8" 1'-0 1/8"
 2'-0"




 ADJUSTABLE
 SHELVES BEHIND 2'-3"
 DOORS
 SHOWER NICHE W/ SCHLUTER® OR
 4'-0"
 EQUAL METAL EDGE AND STONE
 SILL, SIDES, TOP AND SHELF
 2'-3"
 OPEN SHELF
 2'-6"
 9"
 2'-6" LICENSE EXPIRES 11/30/2026
 6'-8"




 4'-0"
 3'-6"
 3'-0" 3'-0" 3'-0"



 4" 4"

 HONED STONE TOP @ HONED STONE TOP @
 2'-5 1/2" 2'-2" CURB AND LOW WALLS CURB AND LOW WALL
 WALL MOUNTED GRAB BARS;
 4'-5 5/8" PROVIDE BLOCKING AS REQUIRED
 4'-7 1/2" 3'-2 3/4"

 1209 MONROE ST.
 EVANSTON, IL 60202
 PH: 847.903.4067
 BATH 3 EAST WALL ELEVATION BATH 3 SHOWER WEST WALL ELEVATION BATH 3 NORTH WALL ELEVATION OMAR@OGUTIERREZ.COM




 1
 INTERIOR ELEVATIONS
 SCALE: 1/2"=1'-0"
 A7
 MUNICIPALITY APPROVAL




 NEW ADDITION AND
 RENOVATIONS AT THE
 ELECTRICAL SYMBOL KEY
 3
 SWITCH
 SWITCH, 3-WAY
 MOLINA/WERTH
 D
 4
 SWITCH, DIMMER
 SWITCH, 4-WAY NEW OUTDOOR MINI SPLIT
 RESIDENCE
 T TIMER SWITCH HVAC UNIT W/ DISCONNECT
 110V DUPLEX RECEPTACLE 8037 HARDING AVENUE
 110V DUPLEX RECEPTACLE; SWITCHED SKOKIE, IL
 GFI 110V DUPLEX RECEPTACLE; GROUND FAULT INTERRUPTER FAMILY ROOM
 110V QUAD RECEPTACLE EXISTING POWER & THESE DRAWINGS CONTAIN
 LIGHTING TO REMAIN
 REC. LIGHT FIXTURE (5" JUNO 2700 K LED OR PER OWNER) EXISTING ELECTRIC METER PROPRIETARY INFORMATION. ANY
 REC. DIRECTIONAL FIXTURE (5" JUNO 2700 K LED OR PER OWNER) TO REMAIN
 REPRODUCTION OR REUSE MUST BE
 WALL MOUNTED LIGHT FIXTURE CRAWL SPACE
 EXISTING POWER & BY CONSENT OF OMAR GUTIERREZ,
 EXHAUST FAN LIGHTING TO REMAIN EX. A/C ARCHITECT
 TV FEED LOCATION CONDENSER
 TO REMAIN © 2025 - OMAR GUTIERREZ, ARCHITECT
 CAT-6 DATA OUTLET LOCATION
 SURFACE MOUNTED LIGHT FIXTURE
 ISSUED FOR: DATE
 MC LIGHT FIXTURE W/ MOTION SENSOR CONTROL
 RJB SURF. MOUNTED LIGHT FIXTURE - REINFORCED JUNCTION BOX NEW 200 AMP CIRCUIT BID / PERMIT 07/10/2025
 LED STRIP LIGHT; MC = FIXTURE W/ BUILT-IN MOTION SENSOR SD/CO BREAKER PANEL IN LIEU OF
 EXISTING; MAINTAIN MIN.
 U.C./I.C. UNDER-CABINET / IN-CABINET LED LIGHTS; FIELD VERIFY LOCATIONS 30"W X 36"D CLEARANCE AS
 SD SMOKE DETECTOR SHOWN
 CO CARBON MONOXIDE DETECTOR


 BATH 2
 EXISTING POWER & LAUNDRY STORAGE
 LIGHTING TO REMAIN SD/CO
 EXISTING POWER & EXISTING POWER &
 LIGHTING TO REMAIN LIGHTING TO REMAIN

 EX. W/D TO
 REMAIN




 EXISTING 50-GALLON
 WATER HEATER TO REMAIN

 EXISTING FURNACE TO
 REMAIN




 BASEMENT FLOOR ELECTRICAL PLAN
 1
 SCALE: 1/4"=1'-0"

 PROFESSIONAL STAMP
 I CERTIFY THAT THESE DRAWINGS
 WERE PREPARED UNDER MY DIRECT
 SUPERVISION AND, TO THE BEST OF
 MY PROFESSIONAL KNOWLEDGE, THEY
 CONFORM TO ALL APPLICABLE CODES




 D3
 D3




 BEDROOM 2

 RJB RJB
 HOME OFFICE 2 HOME OFFICE 1 (LIGHT/FAN) (LIGHT/FAN)
 EXISTING POWER & EXISTING POWER &
 LIVING ROOM LIGHTING TO REMAIN LIGHTING TO REMAIN
 EXISTING POWER
 TO REMAIN BEDROOM 3


 SD/CO SD/CO
 PROVIDE SWITCHED UTILITY LIGHTS PER NEC
 210.70(A)(3) AND POWER FOR NEW MINI SPLIT HVAC UNIT
 MC
 IN ATTIC (FIELD VERIFY CONDITIONS)
 3 4 SD/CO D3
 D D
 EX. HALL MC LICENSE EXPIRES 11/30/2026
 RJB EXISTING POWER &
 D SD/CO SD/CO D
 SD/CO LIGHTING TO REMAIN
 3 3
 GFI HOOD RANGE GFI M.W. D3
 GFI D3 EX. 4
 3 HALL
 U.C. U.C. RJB SD/CO
 DOWN SD/CO
 UP
 4 4 D3
 3'-9 5/8" TD D
 GFI D D MC
 D D
 RJB R/F MED. SD/CO T
 KITCHEN / BREAKFAST CAB. D
 NEW FAN/LIGHT IN BEDROOM 1 RJB
 LIEU OF EXISTING EXISTING POWER TO (LIGHT/FAN)
 GFI WET
 REMAIN
 BATH 1 BEDROOM 4 BATH 3 RATED
 100
 GFI
 6'-10" CFM
 GFI
 MIRROR
 MC GFI
 WET 100
 U.C. U.C.
 RATED CFM
 D3 3
GFI GFI GFI INSTANT GFI D.W. 3
 GFI 1209 MONROE ST.
 HOT EVANSTON, IL 60202
 PH: 847.903.4067
 VERIFY TV OUTLET HEIGHT TOUCHLESS FAUCET
 OMAR@OGUTIERREZ.COM




 2
 1ST FLOOR ELECTRICAL PLAN
 SCALE: 1/4"=1'-0"
 3
 2ND FLOOR ELECTRICAL PLAN
 SCALE: 1/4"=1'-0"
 E1
HVAC ABBREVIATIONS HVAC SYMBOLS




 Werth Molina
 Residence
 Single Family Residence Addition




 BEDROOM 2 8037 Harding Avenue
 Skokie, Illinois



 BEDROOM 3




 MECHANICAL DRAWING NOTES

 HALL




 BEDROOM 4



 BATH 3



 Expires Nov. 30, 2025



 2ND FLOOR HVAC PLAN
 2 1/4" = 1'-0"




 GRAPHIC SCALE
 O 1 4 6 8 12


 HOME OFFICE 2 HOME OFFICE 1

 LIVING ROOM 1/4" = 1 FOOT




 25083
 HALL




 ISSUE FOR PERMIT 5-13-2025




 KITCHEN / BREAKFAST
 BEDROOM 1

 BATH 1

 MECHANICAL PLANS
 (MANUAL M)




 1ST FLOOR HVAC PLAN - MINOR EXHAUST SCOPE M-1
 1 1/4" = 1'-0" EXISTING S.A./R.A. TERMINALS TO REMAIN. NO WORK.
 Werth Molina
 Residence
 Single Family Residence Addition




 8037 Harding Avenue
 Skokie, Illinois




 Expires Nov. 30, 2025




 GRAPHIC SCALE
 O 1 4 6 8 12




 1/4" = 1 FOOT




 25083




 ISSUE FOR PERMIT 5-13-2025




 MECHANICAL
 DETAILS &
 SCHEDULES
 (MANUAL S)



VOLUME DAMPERS - LOCK TYPE DX COIL PIPING DETAIL DUCT DETAIL M-2
Werth Molina
Residence
Single Family Residence Addition




8037 Harding Avenue
Skokie, Illinois




 Expires Nov. 30, 2025




 GRAPHIC SCALE
O 1 4 6 8 12




 1/4" = 1 FOOT




 25083




 ISSUE FOR PERMIT 5-13-2025




 HVAC LOAD
 CALCULATIONS
 (MANUAL J)




 M-3
MECHANICAL INSULATION TESTING ADJUSTING & BALANCING BASIC MECHANICAL REQUIREMENTS MECHANICAL NOTES FOR NEW WORK MECHANICAL NOTES FOR GENERAL WORK




 Werth Molina
 Residence
 Single Family Residence Addition




 8037 Harding Avenue
 Skokie, Illinois




 IRC METAL DUCT REQUIREMENTS
 Expires Nov. 30, 2025




 GRAPHIC SCALE
 O 1 4 6 8 12



 CONTRACTOR NOTES
 1/4" = 1 FOOT



 INTERNATIONAL ENERGY CODE 25083


 DRYER VENT NOTES MECHANICAL CODE NOTES
 ISSUE FOR PERMIT 5-13-2025




 CONDENSATE NOTES
 MECHANICAL
 NOTES



 ’


 M-4
Return to Agenda
 SECOND STORY ADDITION & REMODELING
 EXISTING SINGLE FAMILY RESIDENCE
 SECOND FLOOR ADDITION &
 REMODELING TO EXISTING

 9325 HARDING AVE SKOKIE, IL SINGLE FAMILY RESIDENCE
 9325 HARDING AVE
 SKOKIE IL




 LEGEND NK ARCHITECT
 GENERAL SEE PLANS FOR ADDITIONAL SYMBOLS NATHAN KRISKA
 ELEVATION NUMBER
 3322 DEMPSTER STREET
 4" FACE BRICK SKOKIE, IL 60076
 1
 4" CONC BLOCK A-3 TEL. 847-983-8383
 SHEET ON WHICH
 8" CONC BLOCK ELEVATION APPEARS
 (OMIT IF ON SAME SHEET)
 2x6 BOT. PLATE W/ 2x4'S STAGGERED @ 16" 0.C.
 W/ 2" SOUND BLANKET
 MAJOR ELEVATION TARGET
 2x4 W/ 5/8" GYP. BOTH SIDES I HEREBY CERTIFY THAT THESE DOCUMENTS
 SECTION NUMBER WERE PREPARED UNDER MY DIRECT SUPERVISION
 DETAIL NUMBER
 2
 2 A-3 SHEET ON WHICH SECTION APPEARS
 AND THAT TO THE BEST OF MY KNOWLEDGE AND
 BELIEF, THEY COMPLY WITH THE PROVISIONS OF
 A-3 SHEET ON WHICH DETAIL APPEARS (OMIT IF ON SAME SHEET)
 THE BUILDING CODE OF THE SKOKIE IL
 (OMIT IF ON SAME SHEET)
 AND THE LAWS OF THE ILLINOIS .
 DETAIL SYMBOL SECTION CUT SYMBOL CURRENT BUILDING CODES
 THE FOLLOWING CODES HAVE BEEN ADOPTED BY THE VILLAGE OF SKOKIE AND

 ABBREVIATIONS ANY CONSTRUCTION OR REPAIR MUST COMPLY WITH ALL APPLICABLE CODES.
 ARCHITECT/ENGINEER OF RECORD
 7/25/2025


 DATE

 ACT ACOUSTIC TILE E ENAMEL JAN JANITOR QT QUARRY TILE
 ADD ADDITION EA EACH JST JOIST
 ADJ ADJUSTABLE EC ELECTRICAL JT JOINT
 AFF ABOVE FINISH FLOOR EF EACH FACE KD KNOCKED DOWN R RISER/RADIUS SED ARCHIT
 ALT
 ALUM
 ALTERNATE
 ALUMINUM
 EL ELEVATION KIP ONE THOUSAND POUNDS RAD RADIUS RESIDENTIAL / 1 AND 2 FAMILY N
 T
 AP ACCESS PANEL
 ELEC ELECTRICAL KO KNOCK OUT RB RUBBER BASE LIC EC
 ARCH ARCHITECTURAL/ARCHITECT
 ELEV
 ENCL
 ELEVATOR
 ENCLOSURE LAB LABORATORY
 RD ROOF DRAIN 2021 INTERNATIONAL RESIDENTIAL CODE WITH AMENDMENTS PAGE E
 ASPN ASPHALT ENGR
 REC RECESSED NATHAN KRISKA
 ENGINEER LAM LAMINATED REF REFRGERATOR
 AVE AVENUE EQ
 EQUIP
 EQUAL
 EQUIPMENT
 LAV
 LB
 LAVATORY REINF REINFORCING COMMERCIAL / INDUSTRIAL / INSTITUTIONAL / MULTI-FAMILY 001-013484
 POUND REQD REQUIRED EXP.
 BASBD BASEBOARD
 ETR
 EW
 EXISTING TO REMAIN
 EACH WAY
 LBS
 LKR
 POUNDS
 LOCKER
 RES RESILIENT
 RETURN
 2021 INTERNATIONAL BUILDING CODE WITH AMENDMENTS PAGE 11.30.2026 IS
 BB BULLETIN BOARD EWC ELECTRIC WATER COOLER LOUV LOUVERS
 RET
 REVISED ST  AT O
 BIT
 BL
 BITUMINOUS
 BORROWED LIGHT
 EXC
 EXH
 EXCAVATE
 EXHAUST
 LP
 LSJ
 LOW POINT
 LONG SPAN JOIST
 REV
 RFG ROOFING PLUMBING - SEWER E O F ILLI N
 RH ROBE HOOD
 BLDG
 BLK
 BUILDING
 BLOCK
 EXIST
 EXP
 EXISTING
 EXPANSION
 LT
 LWC
 LIGHT
 LIGHTWEIGHT CONCRETE
 RI
 RM
 ROUGH IN
 ROOM
 2014 STATE OF ILLINOIS PLUMBING CODE
 BLKG BLOCKING EXT EXTERIOR
 BLKT
 BM
 BLANKET
 BEAM
 MCH MACHINE
 RO
 RT
 ROUGH OPENING
 RUBBER TILE
 ELECTRIC
 MAS MASONRY
 B.M.
 BO
 BENCH MARK
 BY OWNER FA FIRE ALARM
 MATL
 MAX
 MATERIAL
 MAXIMUM
 2020 NATIONAL ELECTRIC CODE WITH AMENDMENTS PAGE PROJECT CONSULTANTS

 BOT BOTTOM FD FLOOR DRAIN/FIRE DOOR SCH SCHEDULE
 BRG
 BRK
 BEARING
 BRICK
 FDN
 FE
 FOUNDATION
 FIRE EXTINGUISHER
 MECH
 MEMB
 MECHANICAL
 MEMBRANE
 SECT
 SEW
 SECTION
 SEWER
 MECHANICAL
 MET METAL SGL SINGLE
 BSMT
 BET
 BASEMENT
 BETWEEN
 FEC
 FHC
 FIRE EXTINGUISHER CABINET
 FIRE HOSE CABINET
 MEZZ
 MDL
 MEZZANINE
 MODEL/MIDDLE
 SHT SHEET 2021 INTERNATIONAL MECHANICAL CODE WITH AMENDMENTS PAGE
 BU BUILT-UP FIN FINISH SIM SIMILAR
 FIX FIXTURE
 MFGR
 MH
 MANUFACTURER
 MANHOLE
 STL-JST
 SOG
 STEEL JOIST
 SLAB ON GRADE
 FUEL GAS
 FLR FLOOR MIN MINIMUM
 C
 CAB
 CHANNEL
 CABINET
 FLRG
 FLUOR
 FLOORING
 FLUORESCENT
 MIR
 MISC
 MIRROR
 MISCELLANEOUS
 SPEC
 SQ
 SPECIFICATIONS
 SQUARE 2021 INTERNATIONAL FUEL GAS CODE WITH AMENDMENTS PAGE
 SS SERVICE SINK
 CPT
 CB
 CARPET
 CHALKBOARD
 FPF\RF
 FT
 FIREPROOF
 FEET
 MLDG
 MO
 MOULDING
 MASONRY OPENING
 S/S
 ST
 STAINLESS STEEL
 STREET
 ENERGY CODE
 C.B. CATCH BASIN FTG FOOTING MTD MOUNTED
 CEN
 CER
 CEMENT
 CERAMIC
 FUT
 F.F.
 FUTURE
 FINISHED FLOOR
 MTG
 MTL
 MOUNTING
 METAL
 STD
 STL
 STANDARD
 STEEL
 2021 INTERNATIONAL ENERGY CODE W/ILLINOIS AMENDMENTS (STATE REQUIRED)
 STM STORM
 CG
 CI
 CORNER GUARD
 CAST IRON
 FOW FACE OF WALL
 STO
 STRUCT
 STORAGE ACCESSIBILITY
 CJ CONTROL JOINT STRUCTURAL/STRUCTURE
 NIC NOT IN CONTRACT
 CL
 CLG
 CENTERLINE
 CEILING
 GA GAUGE NO NUMBER
 SUSP
 SW
 SUSPENDED
 SWITCH
 2010 ADA DESIGN GUIDELINES
 GALV GALVANIZED NOM NOMINAL SYM SYMETRICAL
 CLOS
 CMU
 CLOSET
 CONCRETE MASONRY UNIT
 GB
 GC
 GRAB BAR
 GENERAL CONTRACTOR
 NTS NOT TO SCALE 2018 ILLINOIS ACCESSIBILITY CODE
 COL COLUMN TB TACKBOARD/TOWEL BAR
 CONC
 CONF
 CONCRETE
 GEN
 GI
 GENERAL
 GALVANIZED IRON
 T&B
 TEL
 TOP & BOTTOM
 TELEPHONE
 FIRE
 CONFERENCE GL GLASS
 CONN
 CONST
 CONNECTION/CONNECT
 CONSTRUCTION
 GWB GYPSUM WALL BOARD
 OC
 OD
 ON CENTER
 OUTSIDE DIAMETER
 TEMP
 TER
 TEMPERATURE
 TERRAZZO 2021 INTERNATIONAL FIRE CODE WITH AMENDMENTS PAGE
 GYM GYMNASIUM OFCI THRESH THRESHOLD
 CONT OWNER FURNISHED
 CONTR
 CONTINUOUS
 CONTRACTOR
 GYP GYPSUM CONTRACTOR INSTALLED T&G
 TOB
 TONGUE & GROOVE
 TOP OF BEAM
 2021 LIFE SAFETY CODE
 CORR CORRIDOR/CORRUGATED OFOI OWNER FURNISHED
 CT
 CTR
 CERAMIC TILE
 CENTER/COUNTER
 HD HEAD OPNG
 OWNER INSTALLED
 OPENING
 TOD
 TOF
 TOP OF DECK
 TOP OF FOOTING PROPERTY MAINTENANCE CODE
 HDBD HARDBOARD TOJ TOP OF JOIST
 CU
 CFOI
 CUBIC
 CONTRACTOR FURNISHED,
 HDW
 HDWD
 HARDWARE
 HARDWOOD
 OPP
 OZ
 OPPOSITE
 OUNCE TOS
 TOW
 TOP OF SLAB
 TOP OF WALL
 2021 INTERNATIONAL PROPERTY MAINTENANCE CODE WITH AMENDMENTS PAGE
 OWNER INSTALLED HT
 HM
 HEIGHT
 HOLLOW METAL
 TPG
 TR
 TOPPING
 TREAD
 ZONING
 D DEPTH HORZ HORIZONTAL TRAN TRANSOM
 DBL
 DEPT
 DOUBLE
 DEPARTMENT
 HR HOUR
 HEATING & VENTILATING
 PART PARTITION TRANS
 TYP
 TRANSFORMER ZONING CODE PAGE
 HV PC PLUMBING CONTRACTOR TYPICAL
 DTL
 DF
 DETAIL
 DRINKING FOUNTAIN
 HVAC HEATING, VENTILATING &
 AIR CONDITIONING
 %
 PL
 PERCENT
 PLATE/PROPERTY LINE
 BIRD STRIKE MITIGATION
 DM DOUBLE HUNG HWC HEAVYWEIGHT CONCRETE UL UNDERWRITERS LABORATORIES
 DIA
 DIAG
 DIAMETER
 DIAGRAM/DIAGONAL
 PLAS
 PLBG
 PLASTER
 PLUMBING UNEX UNEXCAVATED BIRD STRIKE MITIGATION DESIGN REQUIREMENTS
 PNL PANEL UNFIN UNFINISHED
 DIM DIMENSION PNLG PANELING UR URINAL
 DIV DIVISION PR PAIR
 DMPFG DAMPROOFING ID INSIDE DIAMETER PREFAB PREFABRICATED
 DN DOWN IE INVERT ELEVATION PREFIN PREFINISHED VB VINYL BASE
 DO DITTO IF INSIDE FACE PREL PRELIMINARY VCT VINYL COMPOSITE TILE
 DR DOOR IN INCHES PRES PRESENT VENT VENTILATOR
 DRWR DRAWER INCL INCLUDE PRESS PRESSURE VERT VERTICAL
 DS DOWN SPOUT INSUL INSULATION PSF POUNDS PER SQUARE FOOT VOL VOLUME
 DWG DRAWING INT INTERIOR PT POINT VSF VINYL SHEET FLOORING
 DWL DOWEL ENAMEL INV INVERT PLYWD PLYWOOD VT VINYL TILE
 PROP PROPERTY VW VINYL WALL COVERING REVISION/ISSUE
 P&S POLE & SHELF
 W WIDTH
 W/ WITH
 WC WATER CLOSET
 WD WOOD
 WF WIDE FLANGE
 WWF WELDED WIRE FABRIC


 SPECIAL SAFETY NOTE W/O WITHOUT




 ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND


 PRINTED: 7/25/2025 4:31:43 PM
 DURING THE COURSE OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS
 OTHERS AND IN THE CARE OF THE PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL 2 APPEARANCE REVIEW 07.25.2025
 ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE REQUIRED TO ACCOMPLISH THEIR WORK ARE 1 PROGRESS 07.02.2025
 SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF THE OCCUPATIONAL NO. DESCRIPTION DATE

 SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR SHEET TITLE
 SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF PROJECT DATA SHEET
 UNSATISFIED, THE CONTRACTOR SHALL INDICATE WHATEVER ACTION IS NECESSARY, OR RENDER SAFETY
 CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES
 OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE, HE SHOULD STOP
 WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, ARCHITECT, AND OWNER. THE BEGINNING OF PROJECT NUMBER 142

 WORK SHALL INDICATE SATISFACTION. ACCEPTANCE OF A CONTRACT SHALL INDICATE ACCEPTANCE OF THESE PRINCIPAL IN CHARGE N. KRISKA
 REQUIREMENTS. PROJECT ARCHITECT/ENGINEER




ã 2025 COPYRIGHT - NK ARCHITECT
 DRAWN BY K. KRETOWICZ
 WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTOR CHECKED BY N. KRISKA
 SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST
 BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHEET NUMBER



 T-1
 SECOND FLOOR ADDITION &
 REMODELING TO EXISTING
 SINGLE FAMILY RESIDENCE
 9325 HARDING AVE
 SKOKIE IL




 NK ARCHITECT
 NATHAN KRISKA
 3322 DEMPSTER STREET
 SKOKIE, IL 60076
 TEL. 847-983-8383




 I HEREBY CERTIFY THAT THESE DOCUMENTS
 WERE PREPARED UNDER MY DIRECT SUPERVISION
 AND THAT TO THE BEST OF MY KNOWLEDGE AND
 BELIEF, THEY COMPLY WITH THE PROVISIONS OF
 THE BUILDING CODE OF THE SKOKIE IL
 AND THE LAWS OF THE ILLINOIS .




 7/25/2025


 ARCHITECT/ENGINEER OF RECORD DATE




 SED ARCHIT
 N
 LIC T
 E EC
 NATHAN KRISKA
 001-013484
 EXP.
 11.30.2026 IS
 ST  AT O
 E O F ILLI N



 PROJECT CONSULTANTS




 88°20'0.0"'




 REVISION/ISSUE




 PRINTED: 7/25/2025 4:31:58 PM
 2 APPEARANCE REVIEW 07.25.2025
 1 PROGRESS 07.02.2025
 NO. DESCRIPTION DATE


 SHEET TITLE

 SITE PLAN


 PROJECT NUMBER 142
 PRINCIPAL IN CHARGE N. KRISKA
 PROJECT ARCHITECT/ENGINEER




ã 2025 COPYRIGHT - NK ARCHITECT
 DRAWN BY K. KRETOWICZ
 CHECKED BY N. KRISKA

 SHEET NUMBER



 SP-1
 SECOND FLOOR ADDITION &
 REMODELING TO EXISTING
 SINGLE FAMILY RESIDENCE
 9325 HARDING AVE
 SKOKIE IL

 A/C




 21'-5" 20'-4"
 NK ARCHITECT
 NATHAN KRISKA
 3322 DEMPSTER STREET
 SKOKIE, IL 60076
 TEL. 847-983-8383


 FAMILY RM FLAT ROOF
 15'-11"
 GARAGE
 14'-0" 16'-4"
 I HEREBY CERTIFY THAT THESE DOCUMENTS
 WERE PREPARED UNDER MY DIRECT SUPERVISION
 AND THAT TO THE BEST OF MY KNOWLEDGE AND
 BELIEF, THEY COMPLY WITH THE PROVISIONS OF
 THE BUILDING CODE OF THE SKOKIE IL
 AND THE LAWS OF THE ILLINOIS .


 12'-1114"
 7/25/2025


 ARCHITECT/ENGINEER OF RECORD DATE

 8'-4" 5'-6" 6'-914"
 MUD 5'-212"
 4'-314" BATH #1 4'-73 4"
 ED ARCHIT
 5'-0"
 S
 RM. LIC
 N
 T
 E EC
 NATHAN KRISKA
 001-013484
 8'-4" EXP.
 10'-5" 6'-212" 11.30.2026 IS
 14R @ 7 3 4" 13R @ 7 3 4" 13R @ 7 34" ST
 DN REF 3'-3" AT O
 12T @11" 12T @11" E O F ILLI N
 3'-8"
 UP 13T @11"
 FRONT
 5'-114"
 PORCH
 3'-2" 5'-10"
 9'-1" 1'-7" 9'-1"
 BEDRM.#3 LC. BATH #2 PROJECT CONSULTANTS
 UP
 DN
 CL
 13'-43 4"
 2'-6" 4'-13 4"
 24"x36"
 3'-3"
 ATTIC
 ACCESS


 29'-23 4"
 KITCHEN
 7'-0"
 3'-8" 3'-9" 3'-10" 3'-1" 3'-2" 6'-5"
 2'-3" 2'-0"
 LC. LC. LC. LC.


 20'-0"
 19'-612" LIVING RM 3'-0" 3'-0" 2'-1"




 BEDRM.#2 BEDRM.#1
 11'-8" 11'-11"
 DINNING 10'-1"
 RM.

 24'-614"
 15'-7" 10'-0"



 2"



 4'-10"


 WOOD REVISION/ISSUE
 SUN RM. 10'-2"
 DECK

 4'-10"




 11'-3"




 PRINTED: 7/25/2025 4:32:01 PM
 11'-10"

 2 APPEARANCE REVIEW 07.25.2025
 1 PROGRESS 07.02.2025
 NO. DESCRIPTION DATE


 SHEET TITLE


 1 EXISTING 1ST FLOOR PLAN 1 EXISTING 2ND FLOOR PLAN EXISTING PLANS
 SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0"


 0 2' 4' 8' 0 2' 4' 8' PROJECT NUMBER 142
 PRINCIPAL IN CHARGE N. KRISKA
 PROJECT ARCHITECT/ENGINEER




ã 2025 COPYRIGHT - NK ARCHITECT
 DRAWN BY K. KRETOWICZ
 CHECKED BY N. KRISKA

 SHEET NUMBER



 A-1
 SECOND FLOOR ADDITION &
 REMODELING TO EXISTING
 SINGLE FAMILY RESIDENCE
 9325 HARDING AVE
 SKOKIE IL

 A/C




 21'-5" 20'-4"
 NK ARCHITECT
 NATHAN KRISKA
 3322 DEMPSTER STREET
 SKOKIE, IL 60076
 TEL. 847-983-8383


 FAMILY RM FLAT ROOF
 15'-11"
 GARAGE
 14'-0" 16'-4"
 I HEREBY CERTIFY THAT THESE DOCUMENTS
 WERE PREPARED UNDER MY DIRECT SUPERVISION
 AND THAT TO THE BEST OF MY KNOWLEDGE AND
 BELIEF, THEY COMPLY WITH THE PROVISIONS OF
 THE BUILDING CODE OF THE SKOKIE IL
 AND THE LAWS OF THE ILLINOIS .


 12'-1114"
 7/25/2025


 ARCHITECT/ENGINEER OF RECORD DATE

 8'-4" 5'-6" 6'-914"
 MUD 5'-212"
 4'-314" BATH #1 4'-73 4"
 ED ARCHIT
 5'-0"
 S
 RM. LIC
 N
 T
 E EC
 NATHAN KRISKA
 001-013484
 8'-4" EXP.
 10'-5" 6'-212" 11.30.2026 IS
 14R @ 7 3 4" 13R @ 7 3 4" 13R @ 7 34" ST
 DN REF 3'-3" AT O
 12T @11" 12T @11" E O F ILLI N
 3'-8"
 UP 13T @11"
 FRONT
 5'-114"
 PORCH
 3'-2" 5'-10"
 9'-1" 1'-7" 9'-1"
 BEDRM.#3 LC. BATH #2 PROJECT CONSULTANTS
 UP
 DN
 CL
 13'-43 4"
 2'-6" 4'-13 4"
 24"x36"
 3'-3"
 ATTIC
 ACCESS


 29'-23 4"
 KITCHEN
 7'-0"
 3'-8" 3'-9" 3'-10" 3'-1" 3'-2" 6'-5"
 2'-3" 2'-0"
 LC. LC. LC. LC.


 20'-0"
 19'-612" LIVING RM 3'-0" 3'-0" 2'-1"




 BEDRM.#2 BEDRM.#1
 11'-8" 11'-11"
 DINNING 10'-1"
 RM.

 24'-614"
 15'-7" 10'-0"



 2"



 4'-10"


 WOOD REVISION/ISSUE
 SUN RM. 10'-2"
 DECK

 4'-10"




 11'-3"




 PRINTED: 7/25/2025 4:32:02 PM
 11'-10"

 2 APPEARANCE REVIEW 07.25.2025
 1 PROGRESS 07.02.2025
 NO. DESCRIPTION DATE


 SHEET TITLE


 1 EXISTING 1ST FLOOR PLAN 1 EXISTING 2ND FLOOR PLAN DEMOLITION PLANS
 SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0"


 0 2' 4' 8' 0 2' 4' 8' PROJECT NUMBER 142
 PRINCIPAL IN CHARGE N. KRISKA
 PROJECT ARCHITECT/ENGINEER




ã 2025 COPYRIGHT - NK ARCHITECT
 DRAWN BY K. KRETOWICZ
 CHECKED BY N. KRISKA

 SHEET NUMBER



 A-2
 SECOND FLOOR ADDITION &
 REMODELING TO EXISTING
 SINGLE FAMILY RESIDENCE
 9325 HARDING AVE
 SKOKIE IL

 A/C



 11'-83 4"
 14'-0" 8'-0" 5'-0" 2'-1" NK ARCHITECT
 W.I.C
 NATHAN KRISKA
 6'-10"
 7'-812"
 3322 DEMPSTER STREET
 SKOKIE, IL 60076
 11'-314" TEL. 847-983-8383
 11'-714" CL.
 FAMILY RM
 16'-6"
 GARAGE BEDRM.#4
 BATH #3 I HEREBY CERTIFY THAT THESE DOCUMENTS
 3'-6"
 WERE PREPARED UNDER MY DIRECT SUPERVISION
 MAIN
 22'-612" 21'-414"
 AND THAT TO THE BEST OF MY KNOWLEDGE AND
 BEDRM. MAIN BELIEF, THEY COMPLY WITH THE PROVISIONS OF
 9'-314"
 THE BUILDING CODE OF THE SKOKIE IL
 BATH AND THE LAWS OF THE ILLINOIS .
 W/D


 4'-6"
 5'-0" 7/25/2025


 ARCHITECT/ENGINEER OF RECORD DATE


 24"x36"
 MUD 3'-0"
 4'-314"
 ATTIC
 BATH #1 ACCESS SED ARCHIT
 RM. DN
 LIC
 N
 T
 E EC
 NATHAN KRISKA
 001-013484
 3'-2" EXP.
 6'-612" 11.30.2026 IS
 14R @ 7 3 4" 13R @ 7 3 4" 13R @ 7 34" ST
 DN REF AT O
 UP 13T @11" 12T @11" 12T @11" E O F ILLI N
 FRONT
 PORCH
 BEDRM.#3 LC. BATH #2 PROJECT CONSULTANTS
 UP 4'-0"
 DN
 CL 4'-6" 4'-0"
 24"x36"
 ATTIC
 ACCESS

 KITCHEN
 2'-1" CL 2'-1"
 LC. LC. LC.

 11'-2"
 LIVING RM


 BEDRM.#2 BEDRM.#1




 5'-0"




 10'-8"
 10'-8"




 DINING SITTING
 10'-114"
 9'-6" 9'-6"
 REVISION/ISSUE


 ROOM ROOM

 5'-012" 5'-012"




 5'-11"




 PRINTED: 7/25/2025 4:32:03 PM
 11'-1014"
 2 APPEARANCE REVIEW 07.25.2025
 1 PROGRESS 07.02.2025
 NO. DESCRIPTION DATE


 SHEET TITLE


 1 EXISTING 1ST FLOOR PLAN 2 PROPOSED 2ND FLOOR PLAN FLOOR PLANS
 SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0"


 0 2' 4' 8' 0 2' 4' 8' PROJECT NUMBER 142
 PRINCIPAL IN CHARGE N. KRISKA
 PROJECT ARCHITECT/ENGINEER




ã 2025 COPYRIGHT - NK ARCHITECT
 DRAWN BY K. KRETOWICZ
 CHECKED BY N. KRISKA

 SHEET NUMBER



 A-3
 SECOND FLOOR ADDITION &
 REMODELING TO EXISTING
 SINGLE FAMILY RESIDENCE
 9325 HARDING AVE
 SKOKIE IL




 NK ARCHITECT
 NATHAN KRISKA
 3322 DEMPSTER STREET
 SKOKIE, IL 60076
 TEL. 847-983-8383




 I HEREBY CERTIFY THAT THESE DOCUMENTS
 WERE PREPARED UNDER MY DIRECT SUPERVISION
 AND THAT TO THE BEST OF MY KNOWLEDGE AND
 BELIEF, THEY COMPLY WITH THE PROVISIONS OF
 THE BUILDING CODE OF THE SKOKIE IL
 AND THE LAWS OF THE ILLINOIS .




 7/25/2025


 ARCHITECT/ENGINEER OF RECORD DATE




 SED ARCHIT
 N
 LIC T
 E EC
 NATHAN KRISKA
 001-013484
 EXP.
 11.30.2026 IS
 ST  AT O
 E O F ILLI N



 PROJECT CONSULTANTS




 REVISION/ISSUE




 PRINTED: 7/25/2025 4:32:04 PM
 2 APPEARANCE REVIEW 07.25.2025
 1 PROGRESS 07.02.2025
 NO. DESCRIPTION DATE


 SHEET TITLE


 1 PROPOSED ROOF PLAN FLOOR PLANS
 SCALE: 1/4"=1'-0"


 0 2' 4' 8' PROJECT NUMBER 142
 PRINCIPAL IN CHARGE N. KRISKA
 PROJECT ARCHITECT/ENGINEER




ã 2025 COPYRIGHT - NK ARCHITECT
 DRAWN BY K. KRETOWICZ
 CHECKED BY N. KRISKA

 SHEET NUMBER



 A-4
 SECOND FLOOR ADDITION &
 REMODELING TO EXISTING
 SINGLE FAMILY RESIDENCE
 9325 HARDING AVE
 SKOKIE IL




 NK ARCHITECT
 NATHAN KRISKA
 3322 DEMPSTER STREET
 SKOKIE, IL 60076
 TEL. 847-983-8383




 I HEREBY CERTIFY THAT THESE DOCUMENTS
 WERE PREPARED UNDER MY DIRECT SUPERVISION
 AND THAT TO THE BEST OF MY KNOWLEDGE AND
 BELIEF, THEY COMPLY WITH THE PROVISIONS OF
 THE BUILDING CODE OF THE SKOKIE IL
 AND THE LAWS OF THE ILLINOIS .




 7/25/2025


 ARCHITECT/ENGINEER OF RECORD DATE




 SED ARCHIT
 N
 LIC T
 E EC
 NATHAN KRISKA
 001-013484
 EXP.
 WEST ELEVATION
 1 SCALE: 1/4" = 1'-0"
 EXISTING - DEMOLITION
 ST  AT
 11.30.2026
 O
 E O F ILLI N
 IS


 0 2' 4' 8'


 PROJECT CONSULTANTS




 REVISION/ISSUE




 PRINTED: 7/25/2025 4:32:15 PM
 2 APPEARANCE REVIEW 07.25.2025
 1 PROGRESS 07.02.2025
 NO. DESCRIPTION DATE


 SHEET TITLE

 EXISTING & DEMOLITION ELEVATIONS


 PROJECT NUMBER 142
 PRINCIPAL IN CHARGE N. KRISKA

 EAST ELEVATION PROJECT ARCHITECT/ENGINEER


 2
ã 2025 COPYRIGHT - NK ARCHITECT
 SCALE: 1/4" = 1'-0"
 DRAWN BY K. KRETOWICZ
 EXISTING - DEMOLITION
 CHECKED BY N. KRISKA
 0 2' 4' 8'
 SHEET NUMBER



 A-5
 SECOND FLOOR ADDITION &
 REMODELING TO EXISTING
 SINGLE FAMILY RESIDENCE
 9325 HARDING AVE
 SKOKIE IL




 NK ARCHITECT
 NATHAN KRISKA
 3322 DEMPSTER STREET
 SKOKIE, IL 60076
 TEL. 847-983-8383




 I HEREBY CERTIFY THAT THESE DOCUMENTS
 WERE PREPARED UNDER MY DIRECT SUPERVISION
 AND THAT TO THE BEST OF MY KNOWLEDGE AND
 BELIEF, THEY COMPLY WITH THE PROVISIONS OF
 THE BUILDING CODE OF THE SKOKIE IL
 AND THE LAWS OF THE ILLINOIS .




 7/25/2025


 ARCHITECT/ENGINEER OF RECORD DATE




 SED ARCHIT
 N
 LIC T
 E EC
 NATHAN KRISKA
 001-013484
 EXP.
 SOUTH ELEVATION
 1 SCALE: 1/4" = 1'-0"
 EXISTING - DEMOLITION
 ST  AT
 11.30.2026
 O
 E O F ILLI N
 IS


 0 2' 4' 8'


 PROJECT CONSULTANTS




 REVISION/ISSUE




 PRINTED: 7/25/2025 4:32:18 PM
 2 APPEARANCE REVIEW 07.25.2025
 1 PROGRESS 07.02.2025
 NO. DESCRIPTION DATE


 SHEET TITLE

 EXISTING & DEMOLITION ELEVATIONS


 PROJECT NUMBER 142
 PRINCIPAL IN CHARGE N. KRISKA

 NORTH ELEVATION PROJECT ARCHITECT/ENGINEER


 2
ã 2025 COPYRIGHT - NK ARCHITECT
 SCALE: 1/4" = 1'-0"
 DRAWN BY K. KRETOWICZ
 EXISTING - DEMOLITION
 CHECKED BY N. KRISKA
 0 2' 4' 8'
 SHEET NUMBER



 A-6
 SECOND FLOOR ADDITION &
 REMODELING TO EXISTING
 SINGLE FAMILY RESIDENCE
 9325 HARDING AVE
 SKOKIE IL




 NK ARCHITECT
 NATHAN KRISKA
 3322 DEMPSTER STREET
 SKOKIE, IL 60076
 TEL. 847-983-8383




 I HEREBY CERTIFY THAT THESE DOCUMENTS
 WERE PREPARED UNDER MY DIRECT SUPERVISION
 AND THAT TO THE BEST OF MY KNOWLEDGE AND
 BELIEF, THEY COMPLY WITH THE PROVISIONS OF
 THE BUILDING CODE OF THE SKOKIE IL
 AND THE LAWS OF THE ILLINOIS .




 7/25/2025


 ARCHITECT/ENGINEER OF RECORD DATE




 SED ARCHIT
 N
 LIC T
 E EC
 NATHAN KRISKA
 001-013484
 EXP.
 WEST ELEVATION
 1 SCALE: 1/4" = 1'-0"
 PROPOSED
 ST  AT
 11.30.2026
 O
 E O F ILLI N
 IS


 0 2' 4' 8'


 PROJECT CONSULTANTS




 REVISION/ISSUE




 PRINTED: 7/25/2025 4:32:21 PM
 2 APPEARANCE REVIEW 07.25.2025
 1 PROGRESS 07.02.2025
 NO. DESCRIPTION DATE


 SHEET TITLE

 ELEVATIONS


 PROJECT NUMBER 142
 PRINCIPAL IN CHARGE N. KRISKA

 EAST ELEVATION PROJECT ARCHITECT/ENGINEER


 2
ã 2025 COPYRIGHT - NK ARCHITECT
 SCALE: 1/4" = 1'-0"
 DRAWN BY K. KRETOWICZ
 PROPOSED
 CHECKED BY N. KRISKA
 0 2' 4' 8'
 SHEET NUMBER



 A-7
 SECOND FLOOR ADDITION &
 REMODELING TO EXISTING
 SINGLE FAMILY RESIDENCE
 9325 HARDING AVE
 SKOKIE IL




 NK ARCHITECT
 NATHAN KRISKA
 3322 DEMPSTER STREET
 SKOKIE, IL 60076
 TEL. 847-983-8383




 I HEREBY CERTIFY THAT THESE DOCUMENTS
 WERE PREPARED UNDER MY DIRECT SUPERVISION
 AND THAT TO THE BEST OF MY KNOWLEDGE AND
 BELIEF, THEY COMPLY WITH THE PROVISIONS OF
 THE BUILDING CODE OF THE SKOKIE IL
 AND THE LAWS OF THE ILLINOIS .




 7/25/2025


 ARCHITECT/ENGINEER OF RECORD DATE




 SED ARCHIT
 N
 LIC T
 E EC
 NATHAN KRISKA
 001-013484
 EXP.
 SOUTH ELEVATION
 1 SCALE: 1/4" = 1'-0"
 PROPOSED
 ST  AT
 11.30.2026
 O
 E O F ILLI N
 IS


 0 2' 4' 8'


 PROJECT CONSULTANTS




 REVISION/ISSUE




 PRINTED: 7/25/2025 4:32:24 PM
 2 APPEARANCE REVIEW 07.25.2025
 1 PROGRESS 07.02.2025
 NO. DESCRIPTION DATE


 SHEET TITLE

 ELEVATIONS


 PROJECT NUMBER 142
 PRINCIPAL IN CHARGE N. KRISKA

 NORTH ELEVATION PROJECT ARCHITECT/ENGINEER


 2
ã 2025 COPYRIGHT - NK ARCHITECT
 SCALE: 1/4" = 1'-0"
 DRAWN BY K. KRETOWICZ
 PROPOSED
 CHECKED BY N. KRISKA
 0 2' 4' 8'
 SHEET NUMBER



 A-8
Return to Agenda
 Application for 5143 W. Brummel
 Please ﬁnd the information requested.

 Appearance Commission Application:
Zoning Information Worksheet:
Plat Survey:
Architectural elevations of home:
House and block pictures:
Siding: will be HardiPlank and color selected is Navajo Beige.
Color sketch of new front façade:
Return to Agenda
MARK T. GOLAN
ARCHITECT, Ltd.
MARK T. GOLAN
ARCHITECT, Ltd.
Return to Agenda
 2507.4995
 PLAT OF SURVEY
 COOK COUNTY, ILLINOIS HARVARD TERRACE (66' R/W) CL




 33.0' CONC. CURB & GUTTER




 CS/W
 L1
 FND. CROSS FND. CROSS 248.00' (R)


 THE WEST R/W LINE OF
 2.00' N. 2.00' N.



 WALK
 25.1' 25.8'


 HAMLIN AVE
PROPERTY ADDRESS:
3827 HARVARD TERRACE, SKOKIE, ILLINOIS 60076
 O.H. C/P
SURVEY NUMBER: 2507.4995 4.0'
 24.7'
 ON LINE ON LINE
DATE SIGNED: 07/28/25 FIELD WORK DATE: 7/26/2025

 CONC. WALK
REVISION DATE(S): 19.3'
(REV.1 7/28/2025) 2 STORY
 BRICK &
POINTS OF INTEREST 34.6'
 WOOD 3.0'
NONE VISIBLE RES. #3827 1.0' 2.5'
 1.0'



 12.9'
 LINE TABLE:
 33.00' (R) 5.7' 5.1' 4.0'

 6.1' 6.1'
 13.8'
 33.00' (R) LOT 7
 LOT 9
 BLK 2 O.H. L2 BLK 2
 L4 WOOD DECK
 CLF
 WF

 LOT 8
 BLK 2


 CONC.
 5.1'



 BRICK PATIO
 18.3'



 FRAME
 20.3' 20.3'
 GAR.
 ON LINE

 18.3' 5.1'


 0.3' OFF

 EDGE OF ALLEY SIR L3 FIP

 0.6' ON
 0.6' ON
 6.5'
 7.0'
 CL
 ALLEY (16' R/W)

 GRAPHIC SCALE (In Feet)
 1 inch = 20' ft.


 SEE PAGE 2 OF 2 FOR LEGAL DESCRIPTION
 PAGE 1 OF 2 - NOT VALID WITHOUT ALL PAGES
PROPERTY ADDRESS: GENERAL SURVEYORS NOTES: SURVEYORS LEGEND:
3827 HARVARD TERRACE, SKOKIE, ILLINOIS 60076
 1. The Legal Description used to perform this survey was supplied by others. This survey does not determine ABBREVIATIONS FIP - Found Iron Pipe Surveyor
 LINETYPES
SURVEY NUMBER: 2507.4995 nor imply ownership of the lands or any fences shown hereon. Unless the Title Commitment Number and (C) - Calculated FIPC - Found Iron Pipe & Cap PLT - Planter
 Date is referenced on this survey, an examination of the abstract of title was NOT performed by the signing Boundary Line (D) - Deed FIR - Found Iron Rod POB - Point of Beginning
CERTIFIED TO:
 . surveyor to determine which instruments, if any, are affecting this property. Center Line (F) - Field FIRC - Found Iron Rod & Cap POC - Point of
 Chain Link or Wire (M) - Measured FN - Found Nail Commencement
 2. The purpose of this survey is to establish the boundary of the lands described by the legal description
 Fence (P) - Plat FN&D - Found Nail & Disc PRC - Point of Reverse
 provided and to depict the visible improvements thereon for a pending financial transaction. Underground Curvature
 footings, utilities, or other service lines, including roof eave overhangs were not located as part of this survey. Easement (R) - Record FRRSPK - Found Rail Road
 Spike PRM - Permanent Reference
 Unless specifically stated otherwise the purpose and intent of this survey is not for any construction activities Edge of Water (S) - Survey
 Monument
 or future planning. A/C - Air Conditioning GAR - Garage
 Iron Fence PSM - Professional Surveyor &
 AE - Access Easement GM - Gas Meter
DATE OF SURVEY: 07/28/25 3. If there is a septic tank or drain field shown on this survey, the location depicted hereon was either shown to Mapper
 Overhead Lines ANE - Anchor Easement ID - Identification
 the surveyor by a third party or it was estimated by visual above ground inspection. No excavation was PT - Point of Tangency
BUYER: ASBL - Accessory Setback Line IE/EE - Ingress/Egress
 performed to determine its location. Structure PUE - Public Utility Easement
 Easement
 B/W - Bay/Box Window R - Radius or Radial
LENDER: 4. This survey is exclusively for a pending financial transaction and only to be used by the parties to whom it is Survey Tie Line ILL - Illegible
 BC - Block Corner R/W - Right of Way
 certified. Vinyl Fence BFP - Backflow Preventer
 INST - Instrument
TITLE COMPANY: RES - Residential
 INT - Intersection
 5. Alterations to this survey map and report by other than the signing surveyor are prohibited. Wall or Party Wall BLDG - Building RGE - Range
 IRRE - Irrigation Easement
COMMITMENT DATE: CLIENT FILE NO: 6. Dimensions are in feet and decimals thereof. Wood Fence BLK - Block ROE - Roof Overhang
 L - Length
 BM - Benchmark Easement
LEGAL DESCRIPTION: 7. Any FEMA flood zone data contained on this survey is for informational purposes only. Research to obtain SURFACE TYPES LAE - Limited Access Easement
 BR - Bearing Reference RP - Radius Point
LOT 8 IN BLOCK 2 IN GEORGE F. NIXON AND COMPANY'S RAPID said data was performed at www.fema.gov and may not reflect the most recent information. Asphalt BRL - Building Restriction Line
 LB# - License No. (Business)
 S/W - Sidewalk
TRANSIT PARK, BEING A SUBDIVISION IN THE SOUTH ½ OF THE
 LBE - Limited Buffer Easement
NORTHWEST ¼ OF SECTION 26 AND THE NORTHEAST ¼ OF SECTION 8. Unless otherwise noted “SIR” indicates a set iron rebar, 5/8 inch in diameter and twenty-four inches long. Brick or Tile BSMT - Basement SBL - Setback Line
27, TOWNSHIP 41 NORTH, RANGE 13, EAST OF THE THIRD PRINCIPAL LE - Landscape Easement
 C - Curve SCL - Survey Closure Line
MERIDIAN IN COOK COUNTY, ILLINOIS. 9. The symbols reflected in the legend and on this survey may have been enlarged or reduced for clarity. The Concrete LME - Lake/Landscape
 symbols have been plotted at the approximate center of the field location and may not represent the actual C/L - Center Line SCR - Screen
 Covered Area Maintenance Easement
 shape or size of the feature. C/P - Covered Porch SEC - Section
 LS# - License No. (Surveyor)
 Water C/S - Concrete Slab SEP - Septic Tank
 10. Points of Interest (POI’s) are select above-ground improvements, which may appear in conflict with MB - Map Book
 Wood CATV - Cable TV Riser SEW - Sewer
 boundary, building setback or easement lines, as defined by the parameters of this survey. These POI’s may ME - Maintenance Easement
 CB - Concrete Block SIRC - Set Iron Rod & Cap
 not represent all items of interest to the viewer. There may be additional POI’s which are not shown or called- SYMBOLS MES - Mitered End Section
 CH - Chord Bearing SMWE - Storm Water
 out as POI’s, or which are otherwise unknown to the surveyor. Benchmark MF - Metal Fence
 Management Easement
 CHIM - Chimney
 MH - Manhole
 11. Utilities shown on the subject property may or may not indicate the existence of recorded or unrecorded Center Line CLF - Chain Link Fence SN&D - Set Nail and Disc
 MHWL - Mean High Water Line
 utility easements. Central Angle or CME - Canal Maintenance SQFT - Square Feet
 NR - Non-Radial
 12. The information contained on this survey has been performed exclusively by and is the sole responsibility of Delta Easement STL - Survey Tie Line
 NTS - Not to Scale
 Exacta Land Surveyors, LLC. Additional logos or references to third party firms are for informational purposes Common Ownership CO - Clean Out STY - Story
 NAVD88 - North American
 only. CONC - Concrete SV - Sewer Valve
 Control Point Vertical Datum 1988
 COR - Corner SWE - Sidewalk Easement
 13. Due to varying construction standards, building dimensions are approximate and are not intended to be NGVD29 - National Geodetic
 Catch Basin CS/W - Concrete Sidewalk TBM - Temporary Bench Mark
 used for new construction or planning. Vertical Datum 1929
 Elevation CUE - Control Utility Easement OG - On Ground TEL - Telephone Facilities
 14. Surveyor bearings are used for angular reference and are used to show angular relationships of lines only and CVG - Concrete Valley Gutter ORB - Official Records Book TOB - Top of Bank
 Fire Hydrant
 are not related or orientated to true or magnetic north. Bearings are shown as surveyor bearings, D/W - Driveway ORV - Official Record Volume TUE - Technological Utility
 and when shown as matching those on the subdivision plats on which this survey is based, they are to Find or Set Easement
 Monument DE - Drainage Easement O/A - Overall
 be deemed no more accurate as the determination of a north orientation made on and for those original DF - Drain Field TWP - Township
 Guywire or Anchor O/S - Offset
 subdivision plats. North 00 degrees East is assumed and upon preparation of this plat, the resulting bearing DH - Drill Hole TX - Transformer
 OFF - Outside Subject
 between found points as shown on this survey is the basis of said surveyor bearings as defined and required Manhole DUE - Drainage & Utility Property TYP - Typical
 to be noted by Illinois Administrative Code Title 68, Chapter VII, Sub-Chapter B, Part 1270, Section 1270.56, Easement UE - Utility Easement
 Tree OH - Overhang
 Paragraph B, Sub-Paragraph 6, Item k. ELEV - Elevation UG - Underground
 Utility or Light Pole OHL - Overhead Utility Lines
 15. THIS SURVEY IS A PROFESSIONAL SERVICE IN COMPLIANCE WITH THE MINIMUM STANDARDS OF THE STATE EM - Electric Meter OHWL - Ordinary High Water UP - Utility Pole
 OF ILLINOIS. NO IMPROVEMENTS SHOULD BE MADE ON THE BASIS OF THIS PLAT ALONE. PLEASE REFER ALSO Well ENCL - Enclosure Line UR - Utility Riser
 TO YOUR DEED, TITLE POLICY AND LOCAL ORDINANCES. THIS DOCUMENT MAY ONLY BE USED BY THE ENT - Entrance ON - Inside Subject Property  VF - Vinyl Fence
 PARTIES TO WHICH IT IS CERTIFIED. EOP - Edge of Pavement P/E - Pool Equipment W/C - Witness Corner
 EOW - Edge of Water PB - Plat Book W/F - Water Filter
FLOOD ZONE INFORMATION: ESMT - Easement PC - Point of Curvature WF - Wood Fence
 EUB - Electric Utility Box PCC - Point of Compound WM - Water Meter/Valve Box
 F/DH - Found Drill Hole Curvature WV - Water valve
 FCM - Found Concrete PCP - Permanent Control Point
 Monument PI - Point of Intersection
 FF - Finished Floor PLS - Professional Land


JOB SPECIFIC SURVEYOR NOTES:




 SEE PAGE 1 OF 2 FOR MAP OF PROPERTY
 PAGE 2 OF 2 - NOT VALID WITHOUT ALL PAGES
Village of Skokie Appearance Commission 3827 Harvard Terrace, Skokie, IL 60076
Job #25020
Dated: July 31, 2025, For August 13, 2025 Hearing




 REAR DECK CANOPY
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 REAR DECK CANOPY
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 REAR DECK CANOPY
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 REAR DECK CANOPY
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Return to Agenda

Meeting Minutes for
 Appearance Commission
 August 13th, 2025 | 7:30 PM
Skokie Village Hall | 5127 Oakton Street, Skokie IL 60077 | Council Chambers
 Members Present: Thomas DaMario, Interim Chair
 Julie Naumiak, Interim Vice Chair
 Joe Maschek
 Archana Shah

 Members Absent: Michael Lynk
 Jay Pathak

 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, Interim Chairman DaMario called the meeting to order at 7:48
 PM.

 2) Approval of Meeting Minutes

 A motion was made by Commissioner Shah to approve the minutes of the July 9th, 2025
 Appearance Commission meeting. The motion was seconded by Commissioner Naumiak.
 All members voted aye with two absences.

 3) New Business

 2025-030A – 8037 Harding Ave (Residential)
 Applicant: Omar Gutierrez
 Owner: Odessa Molina & Nicholas Werth
 Request: 2nd floor addition

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

 Omar Gutierrez, the project architect described the proposal to the commissioners and
 explained the scope of work along with materials and colors proposed for the project.

 Commissioner Maschek commented that he likes the wide band between the first and
 second floor, ties the addition well with the existing home.


628473
 Recommendation & Voting
 A motion was made to grant a Certificate of Appropriateness as presented. The vote was
 unanimous with two (2) absences.

 Motion: Archana Shah Second: Julie Naumiak
 Ayes: 4
 Nays: 0
 Absent: 2


 2025-031A – 9325 Harding Ave (Residential)
 Applicant: Nathan Kriska
 Owner: Abraham & Eliza Mafudo
 Request: 2nd floor addition

 Discussion & Interested Parties
 Staff comments were read into the record.
 Nathan Kriska, the project architect, explained that the windows will be matched with
 black trim and that the siding will also be matched. He noted that an addition completed a
 few years ago utilized siding, which results in the proposal falling below the 51%
 masonry requirement.

 Commissioner Maschek commented that this project is a good example of when the
 masonry requirement does not apply. The commissioners agreed that the proposal is
 aesthetically pleasing despite not meeting the masonry threshold.

 Recommendation & Voting
 A motion was made to grant a Certificate of Appropriateness as presented with the
 waiver to include less masonry under the 51% requirement. The vote was unanimous
 with two (2) absences.

 Motion: Julie Naumiak Second: Joe Maschek
 Ayes: 4
 Nays: 0
 Absent: 2


 2025-032A – 5143 Brummel St (Residential)
 Applicant: Rick Reiner
 Owner: Kevin & Robin Hoppenrath
 Request: 2nd floor addition

 Discussion & Interested Parties



628473
 Staff comments were read into the record.

 The petitioner explained that the windows will be accented with a dark brown trim and
 that all windows will be replaced at the same time.

 Commissioner Maschek inquired about the vertical lines on the second floor and asked if
 they were gutters. The petitioner confirmed that the gutters are present due to the gables,
 which direct water to the sides of the home.

 Commissioner Maschek also asked about the front porch and requested clarification from
 the presiding officer, Brian Augustine, regarding its compliance with setback
 requirements. Mr. Augustine confirmed that the front porch is code compliant and further
 noted that it is an existing feature of the home.

 Recommendation & Voting
 A motion was made to grant a Certificate of Appropriateness as presented. The vote was
 unanimous with two (2) absences.

 Motion: Joe Maschek Second: Julie Naumiak

 Ayes: 4
 Nays: 0
 Absent: 2


 2025-033A – 9215 Avers Ave (Residential)
 Applicant: Mark Golan
 Owner: Stuart & Andrea Rich
 Request: New Single-Family Home

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

 The project architect, Mark Golan, explained that the existing home will be demolished
 and the proposal includes the construction of a new single-family home. He also
 explained that the aesthetic will be a “ranch-style” house which fits in with similarly
 styled homes in the surrounding area. Mr. Golan goes on to explain the materials being
 used as part of the proposal.

 Commissioner Maschek inquired about the material used above the garage, Mr. Golan
 explained that it is a Hardie board material, but the home meets the 51% masonry
 requirement.



628473
 Interim Chairman DaMario, asked to see the side elevations and commented that there
 are not many windows on the side elevations. Mr. Golan explained that the reason for this
 design choice is privacy, the home will sit approximately 12 feet from the neighboring
 property.

 Commissioner Maschek commented that the vinyl grey garage door is the first thing that
 everyone will see and suggested that the petitioners consider other options for the
 material being used for the garage door.


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

 Motion: Julie Naumiak Second: Joe Maschek
 Ayes: 4
 Nays: 0
 Absent: 2




 2025-035A – 3827 Harvard Ter (Residential)
 Applicant: Kevin Kazimer
 Owner: Ben & Kate Palomares
 Request: 1st floor addition and front canopy

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

 The applicant addressed staff’s comments regarding the canopy and explained that the
 homeowners were unaware of the permit requirements, as they had assumed the project
 was consistent with neighboring properties. They stated that they are now seeking a
 Certificate of Appropriateness in order to proceed with the permitting process and ensure
 compliance with all building and zoning regulations.

 Interim Chair DaMario addressed the homeowners and emphasized that both the
 Commission and the Village take a dim view of construction undertaken without permits.
 He noted that any work found to be noncompliant with code requirements would need to
 be removed, underscoring the importance of completing the permitting process in the
 proper order.

 The homeowners, Ben and Kate Palomares, apologized to the Commission and explained
 that they were genuinely unaware of the permitting requirements and did not intend to
 violate any regulations. They stated that their intention was simply to meet their needs for


628473
 an enclosed canopy, which they believed was permissible based on what they had
 observed on neighboring properties.

 Commissioner Maschek commented that enforcement of the permitting process is
 essential to ensure sustainability, efficiency, and the safe construction of all structures.


 Recommendation & Voting
 A motion was made to grant a Certificate of Appropriateness with the front entry canopy
 to be revised and rebuilt as shown on most recent plans, and for the rear enclosed space
 be subject for review of all the zoning and building code regulations of the Village. The
 vote was unanimous with two absences.

 Motion: Thomas DaMario Second: Julie Naumiak
 Ayes: 4
 Nays: 0
 Absent: 2



 2025-034A – 9340 Skokie Blvd (Non-Residential)
 Applicant & Owner: Spring Property Group LLC
 Request: Façade changes

 Discussion & Interested Parties
 Staff comments were read into the record.
 Interim Chair DaMario asked the applicants to clarify the proposed height of the parapet
 and whether it would match the height of the adjacent structure. The applicants confirmed
 that it would. Interim Chair DaMario noted that staff’s concern with the proposal was the
 amount of stucco on the storefront, which creates a sense of bulk that is less aesthetically
 pleasing compared to the adjacent structure.

 Commissioner Maschek asked why the applicants were proposing changes to the building
 façade. The applicants explained that they are attempting to secure new tenants for the
 space formerly occupied by “American Mattress.” They noted that potential tenants have
 expressed concerns about signage and indicated a preference for signage that matches the
 height of neighboring tenants in the same multi-tenant building.

 Commissioners Maschek and Shah suggested that the applicants consider replacing the
 existing sloping canopies on the front façade with a flatter style to create additional space
 for signage, which could also save the applicants time and cost.

 The applicants reiterated their request to raise the parapet to match the adjacent
 structure’s height, citing the feedback and demands from prospective tenants.




628473
 The Commission discussed potential options for addressing the applicants’ concerns
 while also taking staff comments into account. Suggestions included modifying the style
 of the canopy, raising the parapet to align with the adjacent building, incorporating
 horizontal elements to break up the façade, and exploring other design features to balance
 tenant needs with aesthetic considerations.

 Recommendation & Voting
 A motion was made to grant a Certificate of Appropriateness with the following
 conditions: that the revised height of the northeast corner conform to the submitted
 drawings; that the north and east elevations be revised to include a recessed EIFS box
 similar to the south elevation; and that consideration be given to replacing the existing
 sloping awning with a flatter style. The vote was unanimous with two absences.

 Motion: Thomas DaMario Second: Joe Maschek
 Ayes: 4
 Nays: 0
 Absent: 2



 4) Old Business

 5) Communication from Staff

 Commissioner Maschek noted for the record his apology for arriving late to the meeting.

 6) Public Comment

 7) Adjournment

 Meeting adjourned at 8:46 PM

Respectfully Submitted

Jose Acosta,
Planning Coordinator




628473