Appearance Commission — Skokie, IL
Date: 2024-09-11

Meeting Agenda
 Skokie Appearance Commission
 Wednesday, September 11, 2024 at 7:30 P.M.
 Village of Skokie
 5127 Oakton Street
 Skokie, IL 60077

 I. Call to Order

 II. Roll Call

 III. Approval of Minutes from August 28, 2024 Meeting

 IV. New Business
 a. Consideration of a Certificate of Appropriateness for Residential Properties:

 2024-040A – 4918 Coyle Ave
 Applicant & Owner: Joseph & Kathryn Dudzik
 Request: 2-story addition Go To
 2024-041A – 60 Williamsburg Rd
 Applicant: James G Chambers
 Owner: Kathleen and Mark Gruber Go To
 Request: 1 story addition
 2024-042A – 7 Salem Circle
 Applicant & Owner: Yvette Henry Go To
 Request: 2-story addition
 2024-043A – 4842 Jerome St
 Applicant: Dani Alexa
 Owner: Stefan Piuian
 Go To
 Request: 1-story addition
 2024-044A – 8734 Kimball Ave
 Applicant: Jeffrey Hadary
 Owner: 8734 Kimball Ave
 Request: New 2-unit multifamily residence
 Go To

 II. Old Business

 V. Public Comment (for non-agenda items)

 VI. Adjourn




621541 Appearance Commission Agenda for September 11, 2024
 DRAFT NOT APPROVED


 Meeting Minutes for
 Appearance Commission
 August 28, 2024 | 7:30 PM
Skokie Village Hall | 5127 Oakton Street, Skokie IL 60077 | Council Chambers
 Members Present: Michael Lynk, Chair
 Thomas DaMario, Vice Chair
 Maryjane Klein
 Julie Naumiak
 Jay Pathak
 Members Absent: Joe Maschek
 Archana Shah
 Presiding Officer:
 Staff Present: Brian Augustine, Zoning Administrator
 Jose Acosta, Planning Coordinator
 Others Present:


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

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

 2) Approval of Meeting Minutes

 A motion was made by Commissioner Klein to approve the minutes of the August 28,
 2024 Appearance Commission meeting. The motion was seconded by Commissioner
 Naumiak. All members voted aye.

 3) Old Business

 4) New Business

 2024-039A –4999 Old Orchard Center
 Applicant & Owner: Westfield Corporation
 Request: Mixed-Use additions to Westfield Mall

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

 Chairman Lynk acknowledged that this case was previously approved by the Plan
 Commission and clarified that their only concern is to review and discuss the aesthetics
 and appearance of the project.




621670
 DRAFT NOT APPROVED


 Chairman Lynk commented that he would like to see renderings of Phase I without the
 inclusion of Phase II elevations. Chairman Lynk shared concerns about the completion of
 the project and wanted to see what the development would look like if only Phase I of the
 project were to be completed.

 Donna Pugh, from Westfield’s development team introduced her colleagues Stephen
 Fluhr, Tim Anderson, Vic Howell, Matt Renauld and Jonathan Fisher.

 Stephen Fluhr, Senior Vice President of Westfield, addressed Chairman Lynks concerns
 about the completion of Phase II and stated the reason why the development is split into
 two phases has little to do with financial constraints, and more to do with the construction
 process and the ability of new businesses to be absorbed into the marketplace with the
 increase in density being added to the site.

 Tim Anderson, CEO and Founder of Focus, spoke about the materials and design of the
 mixed-use use buildings and provided additional details about the internal roadways and
 open space included in the mall serving the residents and mall shoppers.

 Chairman Lynk noted that the design of the building provides some transition between
 Phase I and Phase II with some of the materials being used on the finishes.

 Chairman Lynk inquired about the Orange Garage and asked Westfield’s development
 team if anything will be done to the exterior of the parking garage to improve the
 aesthetics. Chairman Lynk suggested painting the garage. Stephen Fluhr clarified that
 there are improvements planned for the Orange Garage as part of this development.

 Matt Renauld, the landscape architect for the project, spoke on the proposed landscaping
 for both phases. Mr. Renauld mentioned that the goal is to tie in residential, commercial,
 and open spaces with the landscaping to create seasonal colors and textures using native
 plantings. The landscaping is intended to be the guiding element that links the new
 buildings with the existing buildings.

 Commissioner Naumiak asked if the internal drive accessible from Old Orchard Road
 gives access through the Phase I and II additions or if there is a turn around. Mr. Fluhr
 clarified that there is access that runs through the phases and there is a keyhole design
 that allows the road to run under the building in Phase I. Commissioner Naumiak also
 asked about the materials being used for the railings on residential balconies. Mr. Fluhr
 confirmed that they will be made of metal.

 Commissioner Klein asked if there will be native plants as part of the landscaping. Mr.
 Renauld clarified that native plantings would be the basis of their landscaping palette.

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




621670
 DRAFT NOT APPROVED


 Motion: Julie Naumiak Second: Thomas DaMario
 Ayes: 5
 Nays: 0

 5) Summary of Public Comment

 Phillip Klein, a member from the public, asked for clarification on which existing
 buildings will be removed for the construction of both phases.

 Stephen Fluhr clarified that the Barnes and Noble, Zara and adjacent tenant spaces are
 being removed for the construction of Phases I and II. Mr. Fluhr also mentioned that
 Westfield is in conversations with the displaced businesses to relocate them temporarily
 within the mall while construction is underway.

 6) Adjournment

 Meeting adjourned at 8:08 PM



Respectfully Submitted,

Jose Acosta,
Planning Coordinator




621670
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: September 11, 2024

SUBJECT: APPEARANCE COMMISSION STAFF REPORT

Staff offers the following comments on the cases scheduled for the September 11, 2024, Appearance
Commission meeting:

NEW BUSINESS:
RESIDENTIAL REQUESTS

2024-040A 4918 Coyle Ave – The applicant is proposing to construct a two-story rear addition
 that will consist of an additional bedroom, kitchen and sunroom.

 Staff has no objections to the overall look of the addition. The applicant will need to
 show the percentage of brick versus siding, as it appears there is more siding on the
 home than brick. Staff does not recommend relief from Section 22-63 (53) of the
 Skokie Village Code, which requires a building to have at least 51% of the exterior
 walls be masonry.


2024-041A 60 Williamsburg Rd – The applicant is proposing to construct a one-story rear
 bedroom addition. If the number of bedrooms on site is increasing, the applicant will
 require a variation for not providing two legal off-street parking spaces on site.

 Staff has no objections to the look of the addition. The addition will consist of siding
 that appears to match the existing siding on the home. This addition is similar to
 other additions in the area.


2024-042A 7 Salem Circle – The applicant is proposing to construct a two-story rear addition
 that will include a new kitchen and primary bedroom suite. If the number of
 bedrooms on site increases, a variation will be required for not providing two legal
 parking spaces.

 Staff has no objections to the proposed elevations. The design of the addition
 compliments the existing building. The proposed siding and brick on the addition
 will match the existing building.


Doc 621697 – September 11, 2024 Appearance Staff Report
 1
2024-043A 4842 Jerome St – The applicant is proposing to construct a one-story addition
 consisting of an attached garage, a bedroom, walk in closet and a master bath. The
 proposed addition may require a variation for the front canopy and garage width.

 Staff has no objections to overall look of the proposed addition. The front façade
 consists of brick and stone and the side and rear elevations will include brick and
 cementitious siding.


2024-044A 8734 Kimball Ave – The applicant is proposing to construct a new two-unit multi-
 family residence on a lot that has been vacant for approximately twelve years. The
 site will have four off-street parking spaces with access from the alley.

 Staff has some concerns and questions about the proposed elevations of the building.
 The elevations in the plans show siding on the sides and back, the rendering shows
 brick in these locations. Stone is also shown on the front elevation in the plans and
 not on the rendering. The applicant will need to clarify these discrepancies.

 Staff is in favor of stone on the front elevation and masonry on the side elevations.
 Staff is not in favor of granting relief on the 51% minimum masonry requirement.
 Staff would also like to see one door on the front elevation rather than the proposed
 two.




Doc 621697 – September 11, 2024 Appearance Staff Report
 2
 Village of Skokie
 APPEARANCE COMMISSION APPLICATION
 Community Development Department - Building & Inspection Services Division
 5127 Oakton St. Skokie, IL 60077
 Phone 847/933-8223
 The Appearance Commission meets the 2nd Wednesday* of each month at 7:30 p.m.
 *Unless otherwise noted
 Applications will only be accepted in a PDF format.


 August 22, 2024
APPLICATION DATE: _____________________________________

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

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

 4918 Coyle Ave, Skokie IL 60077
SUBJECT ADDRESS: ___________________________________________________________________________

OWNER INFORMATION: Please print legibly.
NAME(S): Joseph and Kathryn Dudzik
ADDRESS: 4918 Coyle Ave CITY, STATE ZIP: Skokie, IL 60077
PHONE#: 773-633-4127 & 847-609-2676 EMAIL: JLD927@gmail.com & kkelly87302@gmail.com

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


* If your project includes a green roof you will placed at or near the top of the agenda.


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

 Any required fees or monies owed by the applicant to the Village must be paid as a condition of approval .
VOSDOCS-#149808-v15-Appearance_Commission_Application_form Revised 12/4/23
 PROFESSIONALS ASSOCIATED - MM SURVEY CO.
 BOUNDARY * ALTA * TOPOGRAPfflC * CONDOMINIUM SURVEYS
 PROFESSIONALS ASSOCIATED MM SURVEY
 PHONE: (847) 675-3000 7100 NORTH TRIPP AVENUE, UNCOUWOOD, ILLINOIS
 PHONE: (773) 282-5900
 FAX: (847) 675-2167 PROFBSSIONAL DESIGN FIRM NO. 184-003023
 FAX: (773) 282-9424



 PLAT OF SURVBY
 E-MAIL: pa@professionalsassodated.com E-MAJL: info@MMSurveymgChicago.com
 www.professionalsassociated.com www.nunsurveymgchicago.com




 OF
 NORTH LOT 30 (EXCEPT THE WEST 17 FEET THEREOF) AND ALL OF LOT SUN BLOCK 5 IN HRST ADDmON TO
 LARAMffi LAWN SUBDIVISION, BEING A SUBDIVISION OF PART OF THE NORTHEAST % OF SECTION 33,
 TOWNSHIP 41 NORTH, RANGE 13, EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT
 THEREOF RECORDED AS DOCUMENT NUMBER 9786431 ON SEPTEMBER 23,1927, IN COOK COUNTY,
 ILLINOIS.

 TOTAL LAND AREA = 6,074 sq. ft. = 0.139 acre, more or less
 COMMONLY KNOWN AS: 4918 COYLE AVE., SKOKIE, IL. 60077


 PUBLIC (GRAVEL)


 ''•..••"•• "/?-?6uNb IRON pip'fw
 .PROPERTY CORNER

 —''<'./POLE»-;' :'/^0.6p" .EAST •'';":'•"..'.-"




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 1—T0.09' D\ST
 FENCE POST._,y
 0.07' EAST V_\_Y
 FENCE POST
 ON UNE




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 of Lot 30
 The East Part \\
 of Lot 30
 -16.00' -—— -U




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 -—€G¥LE 4- J-




THE LEGAL DESCRIPTION SHOWN ON THE PLAT HEREON TfflS PROFESSIONAL SERVICE CONFORMS TO THE CUESENT State ofDlinois
DRAWN IS A COPY OF THE ORDER, AND FOR ACCURACTT ILLINOIS MINIMUM STANDARDS FOR A BOUNDARY SURVEY. S.S.

SHOULD BE COMPARED WITH THE TTTLE OR DEED. TfflS SURVEY HAS BEEN ORDERED FOR SURFACE DIMENSIONS County of Cook
DIMENSIONS ARE NOT TO BB ASSUMED FROM SCALING. ONLY, NOT FOR ELEVATIONS.
BUILDING LINES AND EASEMENTS ARE SHOWN ONLY WHERE TfflS IS NOT AN ALTA SURVEY. We, PROFESSIONALS ASSOCIATED-MM SURVEY CO., do hereby
THEY ARE SO RBCORDED IN THE MAPS, OTHBRWISE REFER TO COMPARE ALL POINTS BEFORE BUILDING BY SAME AND AT certify flat we have surveyed the above described property and that, to fhe
YOUR DEED OR ABSTRACT. ONCE REPORT ANY DIFFERENCE. .^C^":",,. best of our biowledge, the plat hereon drawn is an accurate representation
 ^Q?'"'"71".'?^
 109068
 of said survey.
Order No.


Scale: 1 inch = 16
 ^ ^
 /c??'-iY}'y-N-!-.."'%'^
 OONALDSON
 035-002B18

 Date: JULY 17,2024
 feet



 ^^
 "•. LINCOLNWOOO ." ..?
 IU.INOIS ..•' ..?
Date of Field Work 15 JULY 2024
 D^A^ LIC. NO. 035-002819
Ordered by: JOE L. DUDZK IL. PROF. LAND SURVEYOR - LICENSE EXP. DATE NOV. 30.2024
 DRAWN BY: E.D.M.
 Village of Skokie
 APPEARANCE COMMISSION APPLICATION
 Community Development Department - Building & Inspection Services Division
 5127 Oakton St. Skokie, IL 60077
 Phone 847/933-8223
 The Appearance Commission meets the 2nd Wednesday* of each month at 7:30 p.m.
 *Unless otherwise noted
 Applications will only be accepted in a PDF format.


APPLICATION DATE: 8-21-24
 _____________________________________

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

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

 60 Williamsburg Road
SUBJECT ADDRESS: ___________________________________________________________________________

OWNER INFORMATION: Please print legibly.
NAME(S): Kathleen and Mark Gruber
ADDRESS: 60 Williamsburg Rd CITY, STATE ZIP: Skokie, IL 60203
PHONE#: 847-702-2218 EMAIL: 77avanti@gmail.com

AGENT/PETITIONER INFORMATION (if other than owner):
NAME(S): James G. Chambers 262-909-4692
 DAYTIME PHONE #: ____________________________
ADDRESS: 2057 Green Bay Rd CITY, STATE ZIP: Highland Park, IL 60035
 ______________________________
EMAIL: jim@fwcarchitects.com SIGNATURE: __________________________________
Please submit the following PDFs to appearance@skokie.org to complete your digital-only application:
 1. Elevations, floor plans, and site plans. Scale ¼” = 1’-0” is preferred, but not required. If the file size is greater
 than 5MB, multiple emails are allowed. Ensure “Appearance Commission PDF” and the project’s property
 address are in the subject line of the email. Color elevations or one color rendering is required.
 2. Completed Zoning Information Worksheet (residential projects only)
 3. Photographs (all sides of the subject building and the fronts of neighboring buildings)
 4. Excerpts of brochures and/or cut sheets of new materials and colors proposed for the project. Matching
 existing materials and colors can be confirmed with the submitted photographs.
 5. Plat of Survey
Does your project include a green roof? Yes No X

* If your project includes a green roof you will placed at or near the top of the agenda.


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

 Any required fees or monies owed by the applicant to the Village must be paid as a condition of approval .
VOSDOCS-#149808-v15-Appearance_Commission_Application_form Revised 12/4/23
 ZONING INFORMATION WORKSHEET
 Please provide the following information for all permits involving new single-family dwellings, single-family
 additions or accessory structures in the R1 or R2 Single-Family districts.
 FORM MUST BE COMPLETED IN FULL.


ADDRESS
 60 Williamsburg Road
 __________________________________________
 R-1
 ZONING DISTRICT _________________

LOT INFO
 71.5ft 125.0ft 7574sf
 _________________ x _________________ = _________________ (This # goes on lines 1, 2, and 3)
 (LOT WIDTH) (LOT DEPTH) (TOTAL LOT AREA)

 TOTAL DIFFERENCE BETWEEN
 LOT AREA ALLOWED PROPOSED ALLOWED & PROPOSED

BUILDING AREA 7574sf
 ____________(1)
 3,029.6
 x .40 = _____ ___ 2,029 __(4) + / - _1,000.6_____

IMPERMEABLE AREA 7574sf
 ____________(2)
 3,787
 x .50 = ____________ ____3,317___(5) + / - _ 470_____

FLOOR AREA
 4544.4
 7574sf (3) x .60 = ____________
 ______ ____2,592.4_(6) + / - _1,952_____


 AREA EXISTING AREA NEW AREA PROPOSED
BASEMENT (50% above grade) 440.7
 __________ + 0
 __________0_____ = ______440.7____(A)

1ST FLOOR (Include attached garage
carport, covered porch, etc)*
 1352
 _______
 598
 ____ + ________ __ =
 1,950
 ______ ___(B)

2ND FLOOR * _
 incl above 0
 _____ + _______________ = ________0______(C)

ATTIC (6’-9” OR GREATER)
(2nd Floor top plate to top of roof)
 122.7
 ______ ___ +
 0
 __________0_____ = _____
 122.7 ____(D)

ACCESSORY BUILDINGS
(Detached garage, shed, etc.)
 79
 _______________ +
 0
 __________0_____ = ________
 79 __ (E)

DRIVEWAY/APRON _______412_____ + __________0____ = _______412___ (F)

SIDEWALK & PATIO _______527_____ + ________349____ = ______ 876 (G)

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

PROPOSED BUILDING AREA (Add lines B & E) = _____2,029_ ___ (This # goes on line 4)

PROPOSED IMPERMEABLE AREA (Add lines B, E, F, & G) = _____3,317___ (This # goes on line 5)

PROPOSED FLOOR AREA (Add lines A, B, C, D, & E) = ____ 2,592.4____ (This # goes on line 6)

REAR YARD COVERAGE FOR ACCESSORY BUILDINGS:

_______________ x _______________ =______2395_________ x .30 = 718.5 79
 (rear yard width) (rear yard depth) (rear yard) (allowed) ________________________
Rear yard is measured from the rear wall of the principal building to the rear lot line and from side lot
_______________ line to side
 (proposed lotinline.
 buildings rear yard)

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


______________________________________________ 8-26-24
 ___________________________
Signature Date

______________________________________________ ___________________________
Reviewed by Community Development Department Date
VOSDOCS-#350061-v1-Zoning_Information_Worksheet.DOC
FRONT
EAST SIDE
REAR
WEST SIDE
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 APPLICATION INSTRUCTIONS
 38 AND 76 SERIES
 BRUSHED SMOOTH OR CEDAR TEXTURE
 PRIMED LAP SIDING

 LOUISIANA-PACIFIC CORPORATION PERIODICALLY UPDATES AND REVISES ITS PRODUCT INFORMATION AND APPLICATION
 INSTRUCTIONS. WARRANTY REMEDIES ARE NOT AVAILABLE IF THESE APPLICATION INSTRUCTIONS ARE NOT FOLLOWED.
 THE INFORMATION IN THIS DOCUMENT IS SUBJECT TO CHANGE WITHOUT NOTICE.
 FIND ALL LP® SMARTSIDE® PRODUCT LITERATURE AT LPCORP.COM/SMARTSIDE
LP® SmartSide® Trim and Siding is covered under the LP® SmartSide® Prorated 50-Year Limited Warranty. Refer to the warranty, which is
available online, for complete terms and conditions. Product must be transported, stored, handled, installed, finished, and maintained
in accordance with all published application, finishing, and maintenance instructions and technical notes and bulletins (collectively,
“Instructions”) in effect at the time of installation.
Failure to follow such Instructions will make the Limited Warranty inapplicable as to the products affected by such failure. No modification
or exception to these Instructions and no non-published recommendations are valid unless issued in writing on a project-specific basis
by LP’s Director of Technology prior to application. Always check and comply with local building codes. Where conflicts occur among
the Instructions, applicable codes or referenced standards, the designer of record, or an authority having jurisdiction, the most restrictive
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 GENERAL INFORMATION
STORAGE
• Handle siding with care during storage and application.
• Store siding under a roof or separate waterproof covering.

• Store off the ground, supported on a ﬂat well-drained surface.
 - Additional support may be required to achieve clearance
 from the ground.
BEFORE YOU BEGIN
• At the time of manufacture, siding meets or exceeds the performance standards set forth in ICC-ES AC321 and has achieved
  recognition under PR-N124, ESR-1301, CCMC 11826-L, FL#9109 and HUD-MR-1318d. For copies of product approvals go
  online at https://lpcorp.com/product-literature or call LP Customer Support at 888-820-0325.

• Where siding butts window trim, door casings, etc. leave a 3/16 inch (5 mm) gap and seal.

• Min. 6 inch (152 mm) clearance must be maintained between siding and finish grade (ground cover). [Min. 200 mm (8 inch)
  clearance must be maintained between cladding and finish ground when installing cladding in Canada in accordance with
  NBC, Section 9.27.2.4.(1) or local building code requirements.]

 1
 APPLICATION INSTRUCTIONS
 GENERAL INFORMATION (CONT'D.)
• Siding applied adjacent to surfaces such as porches, patios, balconies, or walking surfaces (including porch columns)
  must have a clearance of at least 1 inch (25 mm) above horizontal surface.
 - Clearance may be reduced to 3/8 inch (10 mm) for:
 ￮ Porches, patios, balconies, or walking surfaces that slope away from the structure or the surface provides gaps that
 allow water to ﬂow through so that it cannot accumulate, and is covered by a roof, not an eave or overhang; or
 ￮ Porch columns with walking surfaces that slope away from the structure or the surface provides gaps that allow
 water to ﬂow through so that it cannot accumulate.

• All wood substrate directly exposed to the weather must be sealed to prevent moisture intrusion and water build up.
 - Seal ALL exposed cuts of siding and trim. Field spray applied coatings on cuts are not recommended.
 - Sealing can be accomplished by applying a paint or sealant according to the manufacturer’s requirements.

• See Alternate Fastening Options starting on page 7 for attaching lap to SIP or wood structural panel sheathing, steel
  studs, or ICF. Lap siding installed vertically can be found on pages 7, 8 and 9.
TRIM
• Use a min. 540 Series trim so the lap siding does not extend beyond the face of the trim.
 - If trim is installed over lap, a thinner 440 or 190 Series trim may be used.

• Lap siding is not designed to be used as trim.
 - Exception: lap siding may be used as fascia.

• See page 9 for PREFERRED and ALTERNATE details for Outside and Inside Corner Trim. (Figure 9b, 9c, 9d, 9e)

 FLASHING
• All openings must be properly sealed or ﬂashed in a manner that prevents moisture intrusion or buildup.

• Flashing shall be metal or another durable material that will last for not less than 50 years.

• Install step ﬂashing at roof-to-wall intersections with a min. 4 inch (102 mm) upper leg. (Figure 2a)

• All other ﬂashing must have a min. 4 inch (102 mm) upper leg.
 - Add 4 inch (102 mm) wide adhesive ﬂashing when upper leg is less than 4 inches (102 mm).

• Properly integrate ﬂashing with WRB. Use WRB or ﬂashing tape to maintain counterﬂashing principle.

ROOF TO WALL INTERSECTION
• Maintain 1 inch (25 mm) clearance between siding and rooﬁng, or trim and rooﬁng. [Min. 50 mm (2 inch) clearance at intersection
  with roof line must be maintained between roof surface and cladding when installing cladding in Canada in accordance with
  the NBC, Section 9.27.2.4.(2) or local building code requirements.]



 Min. 3/16" (5 mm) gap Z-ﬂashing above trim

 4" (102 mm) step ﬂashing
 1" (25 mm) min. clearance Min. 3/8" (10 mm) gap
 from rooﬁng [Min. 50 mm
 (2") clearance from roofing] Note: paint bottom edge
 of cut siding or trim
 Rooﬁng Option - Siding Rooﬁng Option - Trim
 Figure 2a Figure 2b


KICK-OUT FLASHING
• Install kick-out ﬂashing at roof eave-to-wall intersections to direct Kick-out ﬂashing
  water into gutter. Do not run siding
 or trim inside of
• DO NOT extend siding or trim into kick-out ﬂashing or gutter. kick-out ﬂashing
• Maintain 1 inch (25 mm) clearance between the end of the gutter and
  the adjoining wall to allow for proper maintenance of the siding. Figure 2c


 2
 APPLICATION INSTRUCTIONS
 MOISTURE
• Moisture and vapor control are critical elements of proper housing design.
 - Check your local building code for requirements for handling moisture and water vapor in your area.
 - Do not apply engineered wood siding to a structure having excessive moisture conditions such as drying concrete,
 plaster or wet blown cellulose insulation.
 ￮ If such conditions exist, building should be well ventilated to allow to dry prior to siding application.
 - When using wet blown cellulose insulation it must not be in direct contact with the siding, and it must be allowed to dry
 a min. of 24 hours or longer if speciﬁed by the insulation manufacturer.

• Siding must not be installed on green or crooked studs.

• Do not apply siding over rain-soaked or buckled sheathing.
WATER-RESISTIVE BARRIER (WRB)
• A properly installed WRB is required behind siding, unless exempt by building code.
 - Although building codes generally exempt concrete masonry units (CMU) or poured concrete from WRB requirements,
 LP still requires a non-compressible drainable housewrap behind siding (See TB #031).

• LP assumes no liability for water penetration or any other issues associated with the WRB.
 FASTENING INSTRUCTIONS
STUD SPACING OPTIONS
• 38 Series lap siding may be attached direct to studs spaced max. 16 inches (406 mm) o.c.

• 76 Series lap siding may be attached direct to studs spaced max. 24 inches (610 mm) o.c.

• Both 38 and 76 Series lap siding may be attached directly to a min. 7/16 Category wood structural panel sheathing with
  studs spaced a max. 24 inches (610 mm) o.c.
INSTALLATION
• Begin by nailing a starter strip 3/8 inch (10 mm) thick x 1-1/2 inches (38 mm) wide, ﬂush with bottom edge of sill plate.
 - Starter strip serves two purposes
 ￮ Provides separation of lap siding from CMU or poured concrete.
 ￮ Provides proper angle to ﬁrst course of lap siding.
 - Exception: starter strip may be omitted if separation from concrete is maintained. (Figure 6e, 6f or 6g)

• Install siding blind-nailed, place nail 3/8 inch (10 mm) from either end, and a min. of 3/4 inch (19 mm) from the top edge.
 - Overlap successive courses of lap a min. 1 inch (25 mm).
 - Shim siding at studs as needed to avoid drawing siding against uneven walls.
 - Nails will be exposed on siding located immediately below window sills, fascia boards, or horizontal trim and shall be
 spaced a max. 8 inch (203 mm) o.c. (Figure 9a)

• Use a min. 0.092 inch shank diameter, hot-dip galvanized nail (ASTM A153) or equivalent; capable of preventing rust, stain
  and deterioration under normal outdoor environmental conditions for a period of no less than 50 years. Penetrate studs or
  combination of WSP sheathing and studs a min. of 1-1/2 inches (38 mm).
 - A larger 0.113 inch shank diameter nail may be required depending on the wind pressure, wind speed and wind
 exposure category limitations in PR-N124 or ESR-1301. Penetrate studs or combination of WSP sheathing and
 studs a min. of 2 inches (51 mm).
 FACE NAILED
• Nail from the center of the siding toward the ends, or from one CONDITION CORRECTION
  end to the other end. NEVER nail from the ends of the siding
  toward the middle. Snug OK
• Butt joints should be staggered over successive courses.
 Flush Paint
• Do not overdrive nails.
 - Nail head should seat snug to face of siding, but not
 ﬂush to distort the siding surface. Visible fiber Paint
 - Face nails: corrections are detailed in Figure 3a.
 Countersunk
 - Blind nails: only correction required would be 1/16" - 1/8" Apply caulk
 re-nailing when countersunk more than 1/8 inch. (0.063 mm) - (0.125 mm)


• Painting all exposed nail heads is recommended. Countersunk Apply caulk
 more than 1/8" and re-nail
 (0.125 mm)


 Figure 3a
 3
 APPLICATION INSTRUCTIONS
 FASTENING OPTIONS OVER FOAM PLASTIC SHEATHING (RIGID FOAM INSULATION)
• Lap siding may be installed directly over foam sheathing.
FOAM PLASTIC SHEATHING ≤ 1 INCH (25 MM) Foam Plastic 1-1/2 inch Foam Plastic 1/4 inch
 Sheathing (38 mm) Sheathing (6 mm)
• Increase nail length to ensure a min. 1-1/2 inch
  (38 mm) penetration into studs, or combination
  of studs and WSP sheathing (Figure 4a), or WSP Siding Siding
  sheathing only attachment. (Figure 4b)
FOAM PLASTIC SHEATHING > 1 INCH (25 MM) Figure 4a Figure 4b
• Siding attachment: Refer to IRC Chapter 7, Wall Covering for prescriptive siding attachments over foam sheathing up to
  4 inches (102 mm) thick, direct to wood or steel studs for support of siding weight only. Does NOT include wind loads.
 - Refer to Table 703.15.1 for min. fastening requirements over foam sheathing to wood studs.
 - Refer to Table 703.16.1 for min. fastening requirements over foam sheathing to steel studs.

• Fastener placement:
 - Nail spacing depends on siding attachment method; Direct to Stud or wood structural panel (WSP) sheathing attachment, and
 - Wind load limitations in PR-N124 or ESR-1301.

• LP assumes no liability for loss or damage associated with fastening requirements of the applicable code.
FURRING OVER FOAM PLASTIC SHEATHING
• Use a min. 3/4 inch (19 mm) thick x 3-1/2 inch (89 mm) wide Southern Pine furring strip with a speciﬁc gravity ≥ 0.55.
 - 38 Series lap siding may be attached to furring spaced a max. 16 inches (400 mm) o.c.
 ￮ Depending on wind load limitations in PR-N124 or ESR-1301.
 - 76 Series lap siding may be attached to furring spaced a max. 24 inches (600 mm) o.c.
 ￮ Depending on wind load limitations in PR-N124 or ESR-1301.
 3/8" (10 mm)
• Furring attachment direct to wood or steel studs:
 - Refer to IRC Chapter 7 on Wall Covering for prescriptive furring Approx. 1"
 (25 mm)
 attachment over foam sheathing up to 4 inches (102 mm) thick.
 ￮ Refer to Table 703.15.2 furring min. fastening requirements
 over foam sheathing to wood studs. Min. 3/4"(19 mm)
 ￮ Refer to Table 703.16.2 furring min. fastening requirements x 3-1/2" (89 mm)
 furring
 over foam sheathing into steel studs.

• Siding attachment to furring: (Figures 10d, 10e)
 - Use a min. 0.120 inch diameter ring shank, hot-dip
 galvanized nail (ASTM A153) or equivalent.
 ￮ Nail length must be long enough to penetrate Nails
 min. 1/2 inch (13 mm) into furring.
 ￮ Place nail 3/4 inch (19 mm) from top edge of siding. 1-1/8" (29 mm)
 ￮ Increase min. overlap to 1-1/8 inch (29 mm). overlap
 ￮ Blind nail two fasteners per furring strip (four nails
 at butt joints). (Figure 4c) Figure 4c

 ADDITIONAL FASTENING OPTIONS ≤ 1 INCH (25 MM)
EXTERIOR GYPSUM SHEATHING
• Siding may be installed over exterior gypsum sheathing, according to the following:
 - Adequate bracing of the wall is provided in accordance with the local building code.
 - Nail length must be increased to ensure a min. 1-1/2 inch (38 mm) penetration into wood studs, or combination of WSP
 sheathing and wood studs.
EXISTING WOOD SIDING OR WOOD COMPOSITE SIDING
• Siding may be installed over existing wood or wood composite siding, if the existing siding does not affect the ability to correctly
  install siding.
 - A properly installed WRB is required between the existing siding and the new siding.
 - A uniform surface behind siding is required to avoid contouring of siding.
 ￮ Do not install over existing siding that is not ﬂat or uniform.
 - Min. nail penetration and max. stud spacing must not be compromised.
 - Ensure wall assembly meets structural requirements speciﬁed in building code and by local code authority.
 - Repair any areas of the existing siding that are not structurally sound, not installed correctly, or exhibit signs of decay.



 4
 APPLICATION INSTRUCTIONS
  ADDITIONAL FASTENING OPTIONS (CONT'D.)
CONCRETE MASONRY UNIT (CMU) OR POURED CONCRETE
• Non-Compressible Drainable Housewrap (NCDH) is required behind siding installed over CMU or poured concrete walls.
 - Refer to Technical Bulletin #031 for deﬁnition of NCDH.
 - Attach NCDH to wall per manufacturer’s instructions or use a min. 3/8 inch (10 mm) stub nail.
 - Properly tape and/or seal wall penetrations in accordance with the NCDH manufacturer’s instructions.

• Siding attachment: Use fasteners suitable for CMU or poured Face nail 10"
  concrete walls as speciﬁed by the fastener manufacturer. (254 mm) o.c.
 - Use a fastener with a min. allowable withdrawal capacity
 and fastener head pull-through capacity of 62 lbf/nail CMU or poured
 (276 Nf/nail) or greater, based on load duration factor of 1.6. concrete wall
 - Min. shank diameter = 0.140 inch (3.6 mm).
 - Min. length = 1.25 inches (32 mm).

• Commonly used concrete fasteners include, but not limited Non-compressible
 drainable
  to Aerosmith® Power- Pin™ 5323HPG PT2000 plating, head
 housewrap
  diameter 0.300 inch (7.6 mm) x shank diameter 0.145 inch
  (3.7 mm) x length 1.25 inches (32 mm), smooth shank.
 Blind nail 10"
• Fastener placement: (254 mm) o.c.
 - Install blind-nailed a max. 10 inches (254 mm) o.c. with
 fastener placed 3/8 inch (10 mm) from either end, a min.
 3/4 inch (19 mm) from the top edge of the board.
 ￮ Immediately below window sills, frieze boards and
 horizontal trim nails will be exposed every 10 inches
 (254 mm) o.c.
 ￮ Overlap siding a min. 1 inch (25 mm).
 Figure 5a Face nail 10" (254 mm)
 o.c. below windows

  FIRE-RATING
CAL FIRE WUI
• California Building Code, Chapter 7A [SFM] Materials and Construction Methods for Exterior Wildfire Exposure compliance can be
  achieved using LP® SmartSide® lap siding installed as described in:
 - CAL FIRE BML# 8140-2027:0001 over 1/2" (13 mm) standard gypsum wallboard applied behind lap on exterior side of framing; or
 - CAL FIRE BML# 8140-2027:0005 atop LP® FlameBlock® sheathing.
FIRE-RATED WALL ASSEMBLY
• LP SmartSide lap siding may be installed over the exterior portion of a 1-hour fire-resistive exterior wall assembly, including assemblies
  using gypsum wallboard listed in the Gypsum Association Fire Resistance Design Manual.

• For information on fire-rated wall assemblies: https://lpcorp.com/products/panels-sheathing/fire-rated-osb-sheathing/assemblies

  FINISHING INSTRUCTIONS
• Seal gaps with a high-quality, non-hardening, paintable sealant meeting ASTM C920, minimum Class 25.
 - Follow sealant manufacturer’s instructions for application.

• Paint all exposed surfaces, including all drip edges or where water will hang. For best results, use a high-quality 100% acrylic
  exterior paint specially formulated for use on wood and engineered wood substrates; oil paint is acceptable.
 - DO NOT USE stain or vinyl-based paint.
 - Apply paint as soon as possible or within 180 days.
 - Follow paint manufacturer’s instructions for application.
 - Follow LP’s Care & Maintenance Instructions.

BRUSHED SMOOTH Lap Siding:
• Either flat, satin or semi-gloss coatings can be applied to brushed smooth finish lap siding.
 - Each offers different appearance & maintenance benefits.

CEDAR TEXTURE Lap Siding:
• For best results use semi-gloss finish.



 5
 APPLICATION INSTRUCTIONS
 BUTT JOINTS
• Butt joint can be ﬁnished in one of four options: 2. If joint moulding option is selected, add the thickness
 1. If sealant (caulking) option is selected, caulk gap at of the joint moulding web to butt joint gap retaining a
 butt joints with a high-quality exterior sealant meeting net 3/16 inch (5 mm) space for expansion.
 ASTM C920, min. Class 25.

 3/8" (10 mm)
 from edge Joint
 moulding

 3/4" (19 mm) Gap 3/16" (5 mm)
 Gap 3/16" from top plus thickness of
 (5 mm) joint moulding web


 Gap 3/16"
 (5 mm)
 Web


  Figure 6a Figure 6b

3. If open butt joint (no caulking or moulding) using 4. If open butt joint (no caulking or moulding) using
 primed siding is selected, a min. 4 inch (102 mm) wide factory Preﬁnished siding is selected, a min. 4 inch
 pan ﬂashing is required, factory primed ends must be (102 mm) wide pan ﬂashing is required, factory
 maintained on both sides of butt joint. preﬁnished ends must be maintained on both sides
 - In addition the factory primed ends must be coated of butt joint.
 with an additional layer of high-quality 100% acrylic
 exterior primer per the manufacturer's requirements
 prior to installation of siding.

 Pan ﬂashing
 Pan ﬂashing Factory
 Preﬁnished
 Apply additional ends
 layer of primer
 to factory
 primed ends




 Figure 6d


Figure 6c

  OVERLAP, CLEARANCE & NAIL PLACEMENT
Min. 1" Min. 1" Min. 1"
(25 mm) Nail min. (25 mm) Nail min. (25 mm) Nail min.
overlap 3/4" (19 mm) overlap 3/4" (19 mm) overlap 3/4" (19 mm)
 from top edge from top edge from top edge
Starter Starter Starter
 Sheathing strip* Sheathing
strip* strip*
 WRB WRB WRB
Extend Extend
 Extend siding
siding siding
below below
 below sill plate
sill plate Min. 6" sill plate
 *Starter strip Min. 6" Min. 6"
 (150 mm) may be omitted (150 mm) (150 mm)
 ﬁnish grade if separation ﬁnish grade ﬁnish grade
 clearance from concrete
 clearance clearance
 is maintained

Siding - Direct to Stud Attachment Siding - Direct to Stud w/WSP Attachment Siding - WSP Sheathing Attachment
 Figure 6e Figure 6f Figure 6g
 6
 APPLICATION INSTRUCTIONS
  SIDING OR TRIM ADJACENT TO STUCCO/MASONRY
• Where siding is installed adjacent to stucco, brick, cultured stone, mortar, etc.
 - Leave a 3/8 inch (10 mm) gap and caulk.
 Do not install
 - Backer rod may be required by caulking manufacturer. LP® SmartSide®
 trim as brick sill
 3/8" (10 mm) Min. 3/8" (10 mm)
 gap, backer rod gap with sloped
 and caulk Z-ﬂashing

 Sheathing
 (if required)


 Stucco, brick,
 cultured stone,
 Siding or trim mortar, etc.
 Plan View Section View Section View
 Figure 7a Figure 7b Figure 7c

  ALTERNATE FASTENING OPTIONS
WOOD STRUCTURAL PANEL (WSP) SHEATHING OR SIP ASSEMBLIES
• WSP wall sheathing must be a min. 7/16 Category with APA Trademark that contains the consensus Standard DOC PS 2.

• Siding may be nailed to SIP or WSP sheathing with:
 - Min. 0.092 inch diameter ring shank, hot-dip galvanized
 Siding Siding
 nail (ASTM A153) or equivalent. 1/4 inch 1/4 inch
 ￮ Nail length must be long enough to fully penetrate (6 mm) (6 mm)
 sheathing by at least 1/4 inch (6 mm). (Figures 7d, 7e)
 ￮ Ensure that the ring shanks of the nail fully engage Wood Steel
 WSP stud WSP
 the wood structural panel sheathing. stud
 - Space fasteners depending on the wind pressure, wind
 speed and wind exposure category limitations in PR-N124, Siding nailed to Siding nailed to
 Table 4a or 4b; or ESR-1301, Table 4a or 4b. WSP Sheathing WSP Sheathing
 Figure 7d Figure 7e
STEEL STUD FRAMING ASSEMBLIES
• Siding must be fastened with:
 - Min. #8 stainless steel or equivalent, self-drilling tapered
 head screw. Min. 5 Siding Min. 5
 - Min. of 5 threads beyond the combined thickness of the threads threads
 siding and steel stud framing. (Figures 7f, 7g)
 Steel Steel
 Siding stud WSP stud
• Min. steel stud thickness of 0.032 inch (8 mm) or 20 gauge.

• Min. withdrawal value of steel stud must be 50 lbs. (23 kg). Siding fastened to Siding fastened to
 - Refer to steel stud manufacturer’s evaluation report. Steel Stud Steel Stud
INSULATED CONCRETE FORMS (ICF) ASSEMBLIES Figure 7f Figure 7g
• Siding must be fastened with:
 - Min. #8 stainless steel or equivalent, self-drilling tapered head screw.
 - Min. penetration of 3/8 inch (10 mm) beyond the thickness of the nailing ﬂange.

• Larger screws may be required by ICF Manufacturer based on the following min. withdrawal requirements.
 - Min. withdrawal value of ICF nailing ﬂange must be 50 lbs. (23 kg) with max. 12 inches (305 mm) o.c. spacing.
 - Min. withdrawal value of ICF nailing ﬂange must be 31 lbs. (14 kg) with max. 6 inches (152 mm) o.c. spacing.
LAP SIDING INSTALLED VERTICALLY
• Siding must be installed in a sheathing only attachment method over min. 7/16 Category WSP sheathing with an APA Trademark
  that contains the consensus Standard DOC PS 2.
 - Exception: can be installed over LP® FlameBlock® Fire-Rated OSB Sheathing.

• Due to expected plate shrinkage, each vertical application of battens or lap siding is not to span beyond one ﬂoor to ceiling
  distance, or one ﬂoor to top of gable distance. (Figures 8a, 8b)
 - Exception: residing existing structures.

• The edges of lap siding installed vertically must be spaced a min. of 3/16 inch (5 mm) from each other. (Figures 9a, 9b)

 7
 APPLICATION INSTRUCTIONS
  ALTERNATE FASTENING OPTIONS (CONT'D.)
• DO NOT bridge ﬂoors with lap installed vertically or battens. (Figures 8b)
 - Create a horizontal joint between ﬂoors.
 - Joint must be ﬂashed with sloped Z-ﬂashing.
 WRB Second
• Siding nail requirements: floor
 - Use a min. 0.092 inch diameter ring shank, hot-dip galvanized
 nail (ASTM A153) or equivalent. Min. 3/8" (10 mm)
 - Nail shall be long enough to fully penetrate WSP sheathing by space with sloped
 at least 1/4 inch (6 mm). Ensure that the ring shanks of the nail Z-ﬂashing
 fully engage the WSP sheathing.
 ￮ Caution: nail length should be chosen to reduce possible
 Floor sheathing
 damage to wiring or utilities in wall.
 - Place nails 3/8 inch (10 mm) from ends and edges. (Figure 8c)
 Floor framing
 - Nail spacing for lap siding installed vertically or lap over lap:
 ￮ Place with two nails at both ends, with additional nails
 WSP sheathing
 spaced a max. of 6 inches (152 mm) o.c. along alternating
 edges (Figure 9c)
 Batten or lap
• Batten nail requirements: siding installed
 - Use a min. 0.092 inch diameter ring shank, hot-dip galvanized vertically
 nail (ASTM A153) or equivalent. First
 ￮ Ring Shank nails provide superior resistance to nail floor
 pull-through. In Hurricane-Prone Regions or locations
 where negative wind loads are a concern, ring shank Floor-to Floor
 nails should be used. Figure 8b
 ￮ Finish nails may be used in other locations with the following
 cautions: Do not overdrive or counter sink the fastener, nail PREFERRED ALTERNATE
 snug with the surface of batten. Batten Batten
 - Place nails 3/8 inch (10 mm) from ends and edges. (Figure 8d, 8e) Lap Siding or 2-1/2" (64 mm) 1-1/2" (38 mm)
 - Detachment of batten is not covered by the LP SmartSide Lap over Lap wide or > wide or <
 limited warranty whether ring shank or ﬁnish nails are used.
 6" o.c.
 - Nail Spacing for Battens: Place two nails at both ends, with
 (152 mm)
 additional nails spaced a max. 12 inches (309 mm) o.c. along 12" o.c.
 max.
 alternating edges the length of batten. (Figure 8d) (305 mm)
 6" o.c. max.
 ￮ Exception: for battens 1-1/2 inches (38 mm) wide or
 (152 mm) 24" o.c.
 less, one nail is required at each end with additional max.
 nails spaced a max. 24 inches (305 mm) o.c. along (610 mm)
 max.
 alternating edges. (Figure 8e)
 - Batten may be a min. 1/2 inch (13 mm) x 1-1/2 inch (38 mm) wide.
 ￮ Caution: when selecting batten less than 2-1/2 inches 12" o.c.
 (64 mm) wide, it may be difﬁcult for batten to conceal (305 mm)
 max.
 nail heads.
 ￮ Visible nail heads that are not covered by battens are an
 aesthetic issue and not covered under Limited Warranty.

 Batten or lap
 siding installed
 vertically
 Attic
 WRB 24" o.c.
 (610 mm)
 WSP sheathing max.

 Wall framing


Note: Lap siding installed vertically
may be applied over an entangled
 3/8" (10 mm)
mat WRB. Ensure mat is rigid enough from ends
 First & edges
to receive siding to avoid a wavy or
 floor (typ.)
inconsistent appearance. Lap siding
installed horizontally is not approved
for use over entangled mat products. Attic over Floor
 Figure 8a Figure 8c Figure 8d Figure 8e
 8
 APPLICATION INSTRUCTIONS
 ALTERNATE FASTENING OPTIONS (CONT'D.)

 Min. 3/16" Min. 3/16"
 (5 mm) gap (5 mm) gap

 Lap siding
 Lap siding
 installed Lap siding
 installed
 vertically installed
 vertically
 vertically

 1-1/2" 2-1/2"
 (38 mm) Min. 1" (25 mm) (64 mm) 11/16" (18 mm)
 batten
 bearing surface batten coverage for
3/8" (10 mm) 3/16" (18 mm) Min. 1" WRB
Sheathing coverage for 3/8" (10 mm) (25 mm) Sheathing
WRB bottom nail Sheathing WRB




 ALTERNATE PREFERRED
 Batten Attachment Batten Attachment
 1-1/2" (38 mm) wide or < 2-1/2" (64 mm) wide or > Lap over Lap Attachment
 Figure 9a Figure 9b Figure 9c

 GENERAL INFORMATION


 WRB 8" (203 mm) Siding may lightly
 Ensure complete o.c. max. touch sofﬁt or frieze
 paint coverage at top of wall, ripped
 of drip edge edges must be sealed

 Gap 3/8"
 (10 mm) 8" (203 mm)
 o.c. max.
 Z-ﬂashing
 (if required)
 3/8" (10 mm) gap



FLASHING OVER DOOR
& WINDOW OPENINGS See Figures
 6a, 6b, 6c or 6d




 8" (203 mm)
 o.c. max.
 Siding and trim may
 lightly touch below
 window, ripped edges
 must be sealed
 Figure 9a 1" min. 6" min.
 (25 mm) (152 mm)


 Min. 3/16" (5 mm) Min. 3/16"
 gap and sealant (5 mm) gap

 190 Series
 or
 540 Series 440 Series
 trim (min.) trim

9b 9c 9d 9e
 INSIDE CORNER OUTSIDE CORNER INSIDE CORNER OUTSIDE CORNER
 PREFERRED PREFERRED ALTERNATE ALTERNATE
 9
 APPLICATION INSTRUCTIONS
 WOOD FRAMED WALL ASSEMBLIES - EXAMPLES

Gypsum

Wood
framing

Insulation
 Gypsum
WRB
 Wood
 framing


 Insulation

LP® SmartSide® WSP
lap siding

 Siding WRB
 Figure 10a
 without Sheathing


 LP® SmartSide®
 lap siding
Gypsum

Wood Figure 10b Siding
framing with WSP Sheathing
Insulation

LP WeatherLogic®
Air & Water
Barrier

 Gypsum
 Wood
LP® SmartSide® framing
lap siding Insulation

 Figure 10c Siding WSP
 with LP® WeatherLogic®
 Rigid
 insulation

Gypsum WRB*

Wood framing
 Furring
Insulation
LP WeatherLogic®
Air & Water
 LP® SmartSide®
Rigid lap siding
insulation
 Furring with
Furring Figure 10d Rigid Insulation
 w/ WSP Sheathing




 * WRB location in wall assembly may vary depending on climate
LP® SmartSide®
lap siding zone or other factors.
 Furring with
 Figure 10e Rigid Insulation
 w/ WeatherLogic® Sheathing ©2023 Louisiana-Paciﬁc Corporation. All rights reserved. LP and SmartSide are registered
 trademarks of Louisiana-Paciﬁc Corporation. Printed in U.S.A.

 10
 LP® SmartSide® Lap Siding
 Application Tips
IMPORTANT Always refer to the complete application instructions for the product you are installing. The application tips
provided below are not intended to replace such instructions. Application instructions can be found at LPCorp.com. Failure
to follow the full application instructions could cause personal injury or property damage, affect system performance, void any
applicable warranty and/or violate applicable building codes.

Exercise safe practices at all times while handling and using this product. Refer to the relevant Safety Data Sheet (SDS) for
important information on the safe handling and use of this product. These can be found at LPCorp.com.

 Lap siding may be attached Direct to Studs or Direct to Wood Structural Panel (WSP) Sheathing:
 ￮ Direct to Stud - nails must penetrate structural framing, or combination of WSPs and structural framing min.
 1-1/2” (38 mm), some installations may require 2” (51 mm) penetration see PR-N124 or ERS-1301
 ￮ Direct to WSP Sheathing - nails must be long enough to penetrate beyond WSP by 1/4" (6 mm)

 Stud spacing – see application instructions for spacing from 16" (406 mm) o.c. to 24” (610 mm) o.c.

 See application instructions for alternative nailing options for: SIP, steel studs, ICF's and lap siding installed vertically.

 Nail size:




 ©2023 Louisiana-Paciﬁc Corporation. All rights reserved. LP, SmartSide and ExpertFinish are registered trademarks of Louisiana-Paciﬁc Corporation. Printed in U.S.A.
 ￮ Direct to Stud – a min. 0.092” shank diameter hot-dip galvanized (ASTM A153) nail may be used, some
 installations may require a larger 0.113” shank diameter depending on wind pressure, wind speed and wind
 exposure limitations in PR-N124 or ESR-1301
 ￮ Direct to WSP Sheathing - a min. 0.092” shank diameter hot-dip galvanized (ASTM A153) ring shank nail

 Nail placement – 3/8” (10 mm) from siding end and a min. of 3/4" (19 mm) down from top edge of siding

 Nail spacing:
 ￮ Direct to Stud – one nail every 16” (406 mm) o.c. or 24” (610 mm) o.c. depending on stud spacing of lap siding
 ￮ Direct to WSP Sheathing – nailing pattern varies from 8” (203 mm) o.c. to 12” (305 mm) o.c. depending on the
 wind pressure, wind speed and wind exposure limitations in PR-N124 or ESR-1301

 Overlap – min. of 1” (25 mm), siding shall not project beyond the face of trim

 Do not overdrive nails – nail head should seat snug to the face of siding, if overdriven - see Application Instructions

 Caulk – use a high-quality, non-hardening, paintable exterior sealant meeting ASTM C920, min. Class 25

 Seal all exposed substrate – sealing can be accomplished by applying a paint or caulk

 Spacing at lap siding butt joints and trim – min. 3/16” (5 mm)

 Butt joints – 4 methods:
 1. Caulk
 2. Joint Moulding
 3. Pan ﬂashing - primed siding
 4. Pan ﬂashing - Preﬁnished siding

 Siding clearance at ﬁnish grade (ground cover) – min. 6” (152 mm)

 Siding clearance adjacent to surfaces such as porches, patios, or porch columns, etc. – min. 1” (25 mm):
 ￮ May be reduced to 3/8” (10 mm) – see Application Instructions

 Siding must not be in direct contact with CMU, poured concrete, brick, cultured stone, stucco, mortar, etc.

 Drip cap ﬂashing – required above all windows, doors and horizontal trim per manufacturer’s instructions:
 ￮ Flashing shall be metal or another durable material that will last for not less than 50 years
 ￮ Provide 3/8” (10 mm) gap above any drip cap ﬂashing, do not caulk gap

 The piece of lap siding below a windowsill or frieze board will require face-nailing - see Application Instructions

 Siding over foam plastic sheathing adds complexity to siding installation – see Application Instructions

 For Limitations of Use – see Application Instructions, Technical Notes, Technical Bulletins and NSA Bulletins


 LPZB0515 12/08/2023


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


APPLICATION DATE: _______8/20/2024______________________________

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

LAND USE:
X Single Family Residential Multifamily Residential Mixed Use Commercial Industrial Other
 7 Salem Circle, Evanston, IL 60203
SUBJECT ADDRESS: ___________________________________________________________________________

OWNER INFORMATION: Please print legibly.
NAME(S): Yvette Henry

ADDRESS: 7 Salem Circle CITY, STATE ZIP: Evanston, IL 60203
PHONE#: 312-945-1186 EMAIL: yvetteparks@comcast.net

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


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

 Any required fees or monies owed by the applicant to the Village must be paid as a condition of approval .
VOSDOCS-#149808-v15-Appearance_Commission_Application_form Revised 12/4/23
 ZONING INFORMATION WORKSHEET
 Please provide the following information for all permits involving new single-family dwellings, single-family
 additions or accessory structures in the R1 or R2 Single-Family districts.
 FORM MUST BE COMPLETED IN FULL.


ADDRESS __________________________________________ ZONING DISTRICT R1
 7 Salem Circle _________________

LOT INFO 60.24 (Not sq) x _________________
 _________________ 9,666.83 (This # goes on lines 1, 2, and 3)
 144.90 (Not sq) = _________________
 (LOT WIDTH) (LOT DEPTH) (TOTAL LOT AREA)

 TOTAL DIFFERENCE BETWEEN
 LOT AREA ALLOWED PROPOSED ALLOWED & PROPOSED

BUILDING AREA 9,666.83 3,866.73 ____________(4)
 1,653.26
 ____________(1) x .40 = ____________ - 2,213.47
 + / - ____________

IMPERMEABLE AREA 4,833.42 2,111.62
 9,666.83 x .50 = ____________
 ____________(2) ____________(5)
 - 2,721.80
 + / - ____________

FLOOR AREA 5,800.10 ____________(6)
 9,666.83 x .60 = ____________
 ____________(3) 2,909.35 - 2,890.75
 + / - ____________


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

1ST FLOOR (Include attached garage
carport, covered porch, etc)* 1,284.46
 _______________ + 336.25 1,620.71
 _______________ = _______________(B)

2ND FLOOR * _______________ + 399.83
 856.26 _______________ = 1,256.09
 _______________(C)

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

ACCESSORY BUILDINGS
(Detached garage, shed, etc.) 32.55
 _______________ + 0
 _______________ 32.55
 = _______________(E)

DRIVEWAY/APRON 277.23
 _______________ 0
 + _______________ 277.23
 = _______________(F)

SIDEWALK & PATIO 181.13
 _______________ 0
 + _______________ 181.13
 = _______________(G)

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

PROPOSED BUILDING AREA (Add lines B & E) = 1,653.26
 _______________ (This # goes on line 4)

PROPOSED IMPERMEABLE AREA (Add lines B, E, F, & G) = 2,111.62
 _______________ (This # goes on line 5)

PROPOSED FLOOR AREA (Add lines A, B, C, D, & E) = 2,909.35 (This # goes on line 6)
 _______________

REAR YARD COVERAGE FOR ACCESSORY BUILDINGS:
65.31 (Not Sq) 76.58 (Not Sq) 5,586.05
_______________ x _______________ =_______________ x .30 = _______________ 1,675.82 32.55
 ________________________
 (rear yard width) (rear yard depth) (rear yard) (allowed) (proposed buildings in rear yard)
Rear yard is measured from the rear wall of the principal building to the rear lot line and from side lot line to side lot line.

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


______________________________________________ 8-13-2024
 ___________________________
Signature Date

______________________________________________ ___________________________
Reviewed by Community Development Department Date
VOSDOCS-#350061-v1-Zoning_Information_Worksheet.DOC
 2407.5042
 BOUNDARY SURVEY
 COOK COUNTY ALLEY (16' R/W)
 CL
 51.00' (R)
 EDGE OF ALLEY
 FIP

 1.5' OFF



 3.1' ON




 CONC. WALK LOT 15
 CLF
 LOT 16 CONC.
 (EXC. THE E 19')
 BLK 1 BLK 1
PROPERTY ADDRESS:
 WF
4842 JEROME AVENUE, SKOKIE, ILLINOIS 60077
 CONC. WALK
SURVEY NUMBER: 2407.5042 4.0'
 31.2' C/P 3.7' ON
 4.1'
DATE SIGNED: 07/25/24 FIELD WORK DATE: 7/24/2024 11.9'

REVISION DATE(S): REMAINDER OF
 LOT 17 LOT 15
(REV.2 7/30/2024) (REV.1 7/25/2024)
 BLK 1 1 6.0' 22.1' BLK 1
POINTS OF INTEREST STORY (NOT INCLUDED)


 CONC. WALK
NONE VISIBLE BRICK
 45.1' 8.0'
 C/P
 RES. 12.6'
 #4842

 26.8'


  STATE OF ILLINOIS
 SS
 CONC. D/W
 1.0' OFF
  COUNTY OF GRUNDY
 4.0' 24.6'
  THIS IS TO CERTIFY THAT THIS PROFESSIONAL SERVICE CONFORMS TO
  THE CURRENT ILLINOIS MINIMUM STANDARDS FOR A BOUNDARY




 THE EAST R/W LINE OF
  SURVEY. GIVEN UNDER MY HAND AND SEAL THIS DATE HEREON.


 LAMON AVE 30.6' 30.3'




 FND. CROSS
 139.82' (R) SET CROSS 2.00' S.
 2.00' S.

 CS/W
  ILLINOIS PROFESSIONAL LAND SURVEYOR No. 3403
  LICENSE EXPIRES 11/30/2024
  EXACTA LAND SURVEYORS, LLC 51.00' (R)
  PROFESSIONAL DESIGN FIRM 184008059-0008

 CONC. CURB & GUTTER
 33.0'




 CL
 JEROME AVENUE (66' 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:
4842 JEROME AVENUE, SKOKIE, ILLINOIS 60077
 1. The Legal Description used to perform this survey was supplied by others. This survey does not determine LINETYPES
 ABBREVIATIONS FIP - Found Iron Pipe Surveyor
SURVEY NUMBER: 2407.5042 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:
STEFAN AND DANIELA PIUIAN; 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: 07/25/24 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: STEFAN AND DANIELA PIUIAN Structure ASBL - Accessory Setback Line IE/EE - Ingress/Egress
 performed to determine its location. 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 15 (EXCEPT THE EAST 19 FEET THEREOF) AND ALL OF LOT 16 IN 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
BLOCK 1 IN GEORGE F. NIXON AND COMPANY'S HOWARD LINCOLN
 LBE - Limited Buffer Easement
AND CICERO SUBDIVISION IN THE SOUTH EAST QUARTER 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
28, TOWNSHIP 41 NORTH, RANGE 13, EAST OF THE THIRD PRINCIPAL LE - Landscape Easement
 9. The symbols reflected in the legend and on this survey may have been enlarged or reduced for clarity. The Concrete C - Curve SCL - Survey Closure Line
MERIDIAN, IN COOK COUNTY, ILLINOIS 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
 utility easements. MHWL - Mean High Water Line
 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
 4842 JEROME ST
APPEARANCE COMMISSION REVIEW SET
W HOWARD ST


 LI
 NC
 OL
 N
 AV  E



 JEROME ST




 SKOKIE BLVD




 4842 JEROME ST G - 001
 SKOKIE, IL 60077 AERIAL MAP VIEW
 LAMON AVE

 THE EAST R/W LINE OF



 139.82' (R) 1.5' OFF


 EDGE OF ALLEY
 LOT 17
 BLK 1 4.0'
 4.0' WF




 ALLEY (16' R/W)
 SIDE SETBACK 4'-0"




JEROME AVENUE (66' R/W)
 30.6' 45.1'


 REAR SETBACK 24.79'
 FRONT SETBACK 25'-0"
 1
 STORY BRICK
 24.6'
 RES. #4842 LOT 16



 CONC. CURB & GUTTER
 31.2' BLK 1
 NEW WOOD

 CANOPY
 DECK
 30.3' 26.8'

 EXTEND EXISTING 6.0' 22.0'
 DRIVEWAY

 18.5' NEW 1 STORY FRAME 17.3'
 CONC. D/W ADDITION

 66.0'
 SIDE SETBACK 4'-0"



 33.0'




 SITE PLAN
 3/32” = 1’-0” (11x17)


 SITE PLAN
 3/32" = 1'-0" A - 001
 PROPOSED SITE PLAN
 UP
 13 R


 BATH 3
 103 SF
WH




 FINISHED BASEMENT
 380 SF




 WOOD DECK




 UNEXCAVATED
 AREA



 CRAWL SPACE




 A - 100
 ARCH BSMT PLAN BASEMENT PLAN
 3/16" = 1'-0" 3/16” = 1’-0” (11x17)

 PROPOSED BASEMENT FLOOR PLAN
 CL

 BEDROOM 1
 LIVING/DINING 120 SF
 395 SF

 KITCHEN
 130 SF




 DN
 13 R
 HALL
 151 SF


 BATH 2
 38 SF WOOD DECK
 200 SF
 PNTR




CONCRETE WALKWAY
 CONCRETE
 STOOP & CANOPY CL




 BEDROOM 2
 156 SF
 CL


 EXTEND EXISTING CL
 UP
 DRIVEWAY 2R
 2 CAR GARAGE
 368 SF
 ATTIC M BEDROOM
 ACCESS 262 SF
 HATCH


 ATTIC
 EXISTING DRIVEWAY ACCESS
 HATCH

 WIC
 STORAGE 74 SF M BATH
 35 SF 70 SF




 ARCH 1ST FL PLAN
 3/16" = 1'-0"
 FIRST FLOOR PLAN
 3/16” = 1’-0” (11x17) A - 101
 OPTION #3 __ 2,304 SF PROPOSED FIRST FLOOR PLAN
 NEW ALUM. GUTTER + DOWNSPOTS ASPHALT SHINGLE ROOF
 (BLACK COLOR) (BLACK COLOR)

 T/ Roof
 15' - 0"

 NEW SHINGLE CEMENT BOARD SIDING
 (GREY COLOR)



 B/ 1ST FL CLG
 9' - 0"
NEW DOUBLE HUNG WINDOW
 (BLACK COLOR + TRIM) NEW FACE BRICK
 (TO MATCH EXISTING)




 NEW STONE WAINSCOTING
 (TO MATCH EXISTING)


 T/ 1ST FL
 1' - 0"
 GRADE
 FRONT ELEVATION - SOUTH 0' - 0"
 South
 3/16” = 1’-0” (11x17)
 1
 3/16" = 1'-0"



 NEW CEMENT BOARD SIDING ASPHALT SHINGLE ROOF
 (GREY COLOR) (BLACK COLOR)


 T/ Roof
 15' - 0"




 B/ 1ST FL CLG
 9' - 0"

 NEW DOUBLE HUNG WINDOW
 (BLACK COLOR + TRIM)




 T/ 1ST FL
 1' - 0"

 North GRADE
 BACK
 2 ELEVATION - NORTH 0' - 0"
 A - 201
 3/16"
 3/16” = (11x17)
 = 1’-0” 1'-0"


 No. Description Date PROPOSED ELEVATIONS


 6/2024 6:15:16 PM
 Stefan Piuian South + North Elevations
 Project number: 2407005


 4842 Jerome St
 Date:
 Address:
 Issue Date
 A-201
 4842 Jerome St. Skokie IL 60077 Scale 3/16" = 1'-0"
 ASPHALT SHINGLE ROOF
 (BLACK COLOR)

 T/ Roof
 15' - 0"




 B/ 1ST FL CLG
 9' - 0"
 NEW DOUBLE HUNG WINDOW
 (BLACK COLOR + TRIM)


 NEW CEMENT BOARD SIDING
 (GREY COLOR)




 T/ 1ST FL
 1' - 0"
NEW STONE WAINSCOTING NEW FACE BRICK East
 (TO MATCH EXISTING) (TO MATCH EXISTING) 1 GRADE
 3/16" = 1'-0"
 0' - 0"
 SIDE ELEVATION - EAST
 3/16” = 1’-0” (11x17)


 ASPHALT SHINGLE ROOF
 (BLACK COLOR)


 T/ Roof
 15' - 0"




 B/ 1ST FL CLG
 9' - 0"




 T/ 1ST FL
 1' - 0"

 West GRADE
 NEW CEMENT BOARD SIDING NEW DOUBLE HUNG WINDOW 2 NEW STONE WAINSCOTING 0' - 0"
 (GREY COLOR) (BLACK COLOR + TRIM) 3/16" = 1'-0"(TO MATCH EXISTING)


 SIDE ELEVATION - WEST

 A - 202
 3/16” = 1’-0” (11x17)

 No. Description Date




 8/26/2024 6:15:24 PM
 Stefan Piuian East & West Elevations
 PROPOSED ELEVATIONS
 Project number: 2407005


 4842 Jerome St
 Date:
 Address:
 Issue Date
 A-202
 4842 Jerome St. Skokie IL 60077 Scale 3/16" = 1'-0"
 A - 301
EXISTING 3D VIEW
 A - 302
PROPOSED 3D VIEW
 PRAIRIE BLUFF STONE ASPHALT SHINGLES FACE BRICK




HARDIE BOARD CEMENT SIDING DOUBLE HUNG WINDOWS SHAKER SIDING
 A - 401
 PROPOSED MATERIALS BOARD
 SOUTH WEST




 A - 501
 SITE PHOTOS

NORTH EAST
4850 JEROME 4842 JEROME 4840 JEROME




4849 JEROME 4845 JEROME 4837 JEROME




 A - 502
 SITE PHOTOS
 Village of Skokie
 APPEARANCE COMMISSION APPLICATION
 Community Development Department - Building & Inspection Services Division
 5127 Oakton St. Skokie, IL 60077
 Phone 847/933-8223
 The Appearance Commission meets the 2nd Wednesday* of each month at 7:30 p.m.
 *Unless otherwise noted
 Applications will only be accepted in a PDF format.


APPLICATION DATE: _____________________________________
 08-06-2024

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

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

SUBJECT ADDRESS: 8734 N. Kimball
 ___________________________________________________________________________

OWNER INFORMATION: Please print legibly.
NAME(S): 8734 Kimball LLC.
ADDRESS: 580 Orchard Ln. CITY, STATE ZIP: Glencoe, Ill. 60022
PHONE#: 224-202-0660 EMAIL:

AGENT/PETITIONER INFORMATION (if other than owner):
NAME(S): Jeffrey Hadary DAYTIME PHONE #: 224-202-0660
 ____________________________
ADDRESS: 8950 Harms Rd CITY, STATE ZIP: ______________________________
 Morton Grove,Ill. 60053
EMAIL: Jeffreyhadary@gmail.com SIGNATURE: __________________________________
Please submit the following PDFs to appearance@skokie.org to complete your digital-only application:
 1. Elevations, floor plans, and site plans. Scale ¼” = 1’-0” is preferred, but not required. If the file size is greater
 than 5MB, multiple emails are allowed. Ensure “Appearance Commission PDF” and the project’s property
 address are in the subject line of the email. Color elevations or one color rendering is required.
 2. Completed Zoning Information Worksheet (residential projects only)
 3. Photographs (all sides of the subject building and the fronts of neighboring buildings)
 4. Excerpts of brochures and/or cut sheets of new materials and colors proposed for the project. Matching
 existing materials and colors can be confirmed with the submitted photographs.
 5. Plat of Survey
Does your project include a green roof? Yes No X
* If your project includes a green roof you will placed at or near the top of the agenda.


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

 Any required fees or monies owed by the applicant to the Village must be paid as a condition of approval .
VOSDOCS-#149808-v15-Appearance_Commission_Application_form Revised 12/4/23
PROPERTY ADDRESS: 8734 KIMBALL AVENUE, SKOKIE, ILLINOIS 60076 SURVEY NUMBER: 2403.4794



 2403.4794
 BOUNDARY SURVEY
 COOK COUNTY


 LINE TABLE:
 L1 40.00' (R)
 N 0°43'35" E 40.00' (C)
 L2 40.00' (R)
 S 0°42'43" W 40.00' (C)
 TOTAL AREA OF PROPERTY SURVEYED 4922 SQ.FT.±
 THE S. R/W LINE OF
 DEMPSTER AVE.


 REMAINDER OF
 LOT 38


 211.09' (R)
 CL BLK 19




 KIMBALL AVENUE (66' R/W) L
 C


 EDGE OF ALLEY
 (NOT INCLUDED)

 CLF


 0.7' OFF 0.3' OFF ON LINE 0.6' ON 0.7' ON
 X
 1.6' ON
 X
 CLF
 X
 S 89°21'48" E 123.06' (C) CLF FND. CROSS
 X X X 2.00' E.
 CONC. WALK
 LOT 38


 ALLEY (16' R/W)
 2.7'




 CONC. CURB & GUTTER
 22.1' BLK 19
 FRAME (EXCEPT THE N. 10')
 L1 CONC. 20.1' L2
 CONC.
 GAR. LOT 37
 20.1'
 22.1' BLK 19 CONC.
 2.6' CLF (EXCEPT THE S. 10') FOUNDATION
 X
 1.5' ON CONC. WALK
 X X X X X X X X X X X X
 N 89°21'48" W 123.07' (C) FND. CROSS

 0.3' OFF
 3/4" FIP
 9.7' 9.6'
 0.3' OFF
 CLF
 2.00' E.


 CONC. S/W
 X




 REMAINDER OF
 33.0'
 LOT 37
 BLK 19
 (NOT INCLUDED)




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


 POINTS OF INTEREST:
 STATE OF ILLINOIS
 COUNTY OF LASALLE
 SS NONE VISIBLE

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




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

DATE OF SURVEY: 03/27/24
FIELD WORK DATE: 3/26/2024 SEE PAGE 2 OF 2 FOR LEGAL DESCRIPTION
 PAGE 1 OF 2 - NOT VALID WITHOUT ALL PAGES
REVISION DATE(S): (REV.1 3/27/2024)
PROPERTY ADDRESS: 8734 KIMBALL AVENUE, SKOKIE, ILLINOIS 60076 SURVEY NUMBER: 2403.4794

JOB SPECIFIC SURVEYOR NOTES:




LEGAL DESCRIPTION:
LOT 37 (EXCEPT THE SOUTH 10.0 FEET THEREOF) AND LOT 38 (EXCEPT THE NORTH 10.0 FEET THEREOF) IN BLOCK 19 IN NORTHS IDE REALTY
COMPANY S DEMPSTER GOLF COURSE SUBDIVISION IN THE NORTHEAST QUARTER OF SEGTION 23, TOWNSHIP 41 NORTH, RANGE 13, EAST OF
THE THIRD PRINCIPAL MERIDIAN, IN COOK COUNTY, ILLINOIS.




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


SURVEYOR’S LEGEND

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

 CERTIFIED TO: FLOOD ZONE INFORMATION:
ESAD HOXHA; JANUS TITLE AGENCY, LLC; FIDELITY NATIONAL TITLE
INSURANCE COMPANY




DATE SIGNED: 03/27/24

BUYER: Esad Hoxha

LENDER:

TITLE COMPANY: JANUS TITLE AGENCY, LLC

COMMITMENT DATE: CLIENT FILE NO:


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

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


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

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

 2) Approval of Meeting Minutes

 A motion was made by Commissioner Naumiak to approve the minutes of the August 28,
 2024 Appearance Commission meeting. The motion was seconded by Commissioner
 Pathak. All members voted aye.

 3) Old Business

 4) New Business

 2024-040A – 4918 Coyle Avenue
 Applicant & Owner: Joseph & Kathryn Dudzik
 Request: 2nd Floor Addition

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

 Commissioner Maschek inquired if the siding will be replaced to match the first floor,
 and asks what material will be used. The petitioner confirmed that all siding will be
 replaced and that they will be using Hardie board siding.



621841
 Commissioner DaMario asked the petitioner if they are aware if they meet the 51%
 masonry requirement. The petitioner asked for clarification on how the percentage of
 masonry on the façade is calculated, he stated they are willing to comply and change
 proposed plans with their architect if needed. Brian Augustine, Zoning Administrator,
 clarifies that windows within the front façade are included in the calculation.

 The commissioners discussed the materials being used and masonry requirement, and
 they overall agreed that they liked the appearance of the proposed elevations and have no
 issues with the proposal.

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

 Motion: Julia Naumiak Second: Jay Pathak

 Ayes:6
 Nays:0


 2024-041A – 60 Williamsburg Road
 Applicant: James G Chambers
 Owner: Kathleen and Mark Gruber
 Request: 1 story addition

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

 Chairman Lynk clarified to the petitioner that all the potential relief required does not fall
 under the purview of the Appearance Commission and that they will need to get a
 variance through a different board/commission if it is required. The commissioners
 warned that if they are adding a bedroom, their parking requirements will increase.

 Commissioner DaMario inquired about the type of siding being used. The petitioner
 showed the Commissioners a sample of hard siding that will be used.

 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




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 2024-042A – 7 Salem Circle
 Applicant & Owner: Yvette Henry
 Request: 2-story addition

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

 Chairman Lynk asked if the petitioners will be matching the existing siding and brick on
 the addition. The petitioner stated that they will be match the existing Chicago brick and
 replacing all of the existing siding with Hardie Board siding to have a more uniform look.

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

 Motion: Julie Naumiak Second: Thomas DaMario
 Ayes: 6
 Nays: 0



 2024-043A – 4842 Jerome Street
 Applicant: Dani Alexa
 Owner: Stefan Piuian
 Request: 1-story Addition

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

 Commissioner Maschek asked the petitioner if he will be replacing the existing brick in
 the front façade of the house. The petitioner mentioned that they will match the existing
 brick, they will reuse existing brick and find matching brick for the addition along with
 the band of stone at the bottom.

 Commissioner Maschek asked about the potential for the required zoning variance for the
 setback of the porch and the width of the garage. Brian Augustine, Zoning Administrator,
 confirmed that all of that will be reviewed once plans are submitted for permits.
 Commissioner Maschek explained that the reason he inquired about the zoning variance
 is because the dimensions of the porch are not what is typically seen and if the petitioner
 wishes to increase the dimensions of the porch, it is possible with a variance. Mr.
 Maschek mentioned a deeper porch would potentially look better.

 Recommendation & Voting
 A motion was made to grant a Certificate of Appropriateness as presented, provided
 compliance with the front canopy and garage width is maintained. The vote was
 unanimous with one absence.



621841
 Motion: Thomas DaMario Second: Julie Naumiak
 Ayes: 6
 Nays: 0


 2024-044A – 8734 Kimball Avenue
 Applicant: Jeffrey Hadary
 Owner: 8734 Kimball LLC.
 Request: New 2-unit multifamily residence

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

 The petitioner clarified that they updated the renderings of the elevations and it will all be
 composed of brick.

 Commissioner Naumiak asked if there are any other entryways or vestibules other than
 the front doors. The petitioner clarified that there will be no vestibule and only entrances
 into each unit with some entrances on the side elevations.

 Chairman Lynk noted some differences in the plans and the updated renderings,
 specifically with the stone shown on the elevations. The Petitioner clarified that they will
 be using red brick for the entire façade.

 Commissioner Maschek commented on the details of the façade and mentioned that he
 enjoys some of the elements and materials on the façade, but acknowledged that every
 house in the neighborhood is comprised of brick as well.

 The petitioner noted that two windows on the front façade will be removed because they
 lead into a closet on the second floor. The Commissioners didn’t agree with removing the
 windows and said that they add some character and let in much needed light. The
 petitioner mentioned that he will leave the windows in.

 Chairman Lynk asked the petitioner if the orientation of the windows will match what is
 shown on the elevations. They offer a more modern look to the front façade.

 The petitioner showed the Commissioners the North elevation renderings and mentioned
 that the rear window on the second floor will be removed to create more space in the
 second-floor bedroom for a bed and allow more options for various room layouts.

 Commissioner Naumiak asked if there were service doors and access to the basement on
 the south elevation. The petitioner confirmed that this is correct.

 Recommendation & Voting




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 A motion was made to grant a Certificate of Appropriateness as presented with the
 windows on the front elevation to be as shown and to remove two windows in the north
 elevation of the master bedroom on the second floor. The vote was unanimous with one
 absence.

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

 5) Public Comment

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

 6) Adjournment

 Meeting adjourned at 7:56 PM

Respectfully Submitted,

Jose Acosta,
Planning Coordinator




621841