Appearance Commission

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 •'';":'•"..'.-" .^cn:._FENCE POST 1—T0.09' D\ST FENCE POST._,y 0.07' EAST V_\_Y FENCE POST ON UNE \TheWestl7ft of Lot 30 The East Part \\ of Lot 30 -16.00' -—— -U ^s\x,\^,? .^CONC.t^ ^'BLOCK-'./' •^AREA.'1^ /: v^.'- 1 STORY FRAME EXTENSION F-ENQE POST 0.03' EAST •g. 2 STORY BRICK yy LJ C RESIDENCE •gli^ •s§ li //basement jj(4918 111^ )S> 20FT.iBLDG. UNE i 20 FT. BLDG. LINE 165.15' REC.--, : -CUT CROSS NOTCH AT S-';,^' '^^^.^'^•^ '<.^'CONC. WALK- t. . t+:7*vu .'. . ' Wa-K''-;'^';^:'.';."^ '•••:• :T--0.76' KST ..'••'••."'. .""•'•''..'CONCRETE. •'2.00'S. & ON UNE EXT^ ;',Meas.=Rec.;.' ', • *; ^•."••.•'•^ ••• '•• Y—fOUND CROSS NOTCH AT 2.00'S. & ON UNE EOT. .-.I CONCRETE CURB- WE-- 66 FT. R.O.W. (PUBUC STREET) -—€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 STREETSCAPE-EAST STREETSCAPE-WEST _J LJ □ 8/28/24, 9:57 AM Landmark® PRO | CertainTeed Update Location Enter your Postal/Zip Code to provide the most accurate product availability and information. ENTER POSTAL/ZIP CODE PRODUCTS > RESIDENTIAL ROOFING > LANDMARK® PRO RESIDENTIAL ROOFING RESIDENTIAL Share Landmark® PRO Weathered Wood Max Def Weather MaxDef Weathered Wood Screen settings may affect colors shown. Contact a CertainTeed contractor or distributor for a product sample. RESIDENTIAL ROOFING RESIDENTIAL Share Showing product availability in All Locations Colors (23) Click on the color swatches below to see the selected products in the gallery. Show less https://www.certainteed.com/products/residential-roofing-products/landmark-pro?marketingColor=Max_Def_Weathered_Wood 1/11 8/27/24, 11:36 AM SmartSide Siding Color Chart | LP Building Solutions MENU EXPLORE SIDING & TRIM ExpertFinish Colors Now available in 16 versatile prefinished colors, the ExpertFinish® color collection is guaranteed to look great and remain durable for years to come due to a factory finish with acrylic latex paint. ExpertFinish Lap also features a proprietary joint that helps you avoid the need for seam caulking, joint molds, or pan flashing. Select a Color Get LP SmartSide SNOWSCAPE WHITE Homeowners FIND A CONTRACTOR VISUALIZE THIS COLOR CHECK AVAILABILITY https://lpcorp.com/products/siding-trim/colors-inspiration/expertfinish-colors 1/5  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 requirement shall apply. Regardless of sheathing type or configuration of wall assembly components, LP’s liability for the performance of the product is limited as expressly provided in the Limited Warranty. WARNING: Drilling, sawing, sanding or machining wood products can expose you to wood dust, a substance known to the State of California to cause cancer. Avoid inhaling wood dust or use a dust mask or other safeguards for personal protection. For more information go to P65Warnings.ca.gov/wood-dust. PRODUCT LEGEND A LP® SmartSide® Lap Siding B LP® SmartSide® Panel Siding F C LP® SmartSide® Vertical Siding D D LP® SmartSide® Cedar Shake E LP® SmartSide® Trim & Fascia E F LP® SmartSide® Soffit B G LP® SmartSide® ExpertFinish® Lap Joint Siding H H LP® SmartSide® Accessories I LP® SmartSide® Nickel Gap Siding A G I C 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 11 8/27/24, 11:48 AM Find Versatile & Durable Engineered Wood Lap Siding | LP SmartSide MENU EXPLORE SIDING & TRIM Select a link LAP SIDING As a subtle nod to painted wood, Brushed Smooth Texture provides a modern look that still remains timeless. Available primed and in 16 ExpertFinish® colors. AVAILABLE PROFILES Cedar Texture Brushed Smooth See It In Action REQUEST A QUOTE EXPERTFINISH COLORS Get LP SmartSide Brushed Smooth Texture Lap Siding (Pictured in ExpertFinish® color Quarry Gray) Homeowners FIND A CONTRACTOR Professionals Looking for color? Select LP® SmartSide® products are available in 16 ExpertFinish ® prefinished colors. WHERE TO BUY Explore color to get inspired, or download the complete list. https://lpcorp.com/products/siding-trim/products/lap-siding 1/11  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