Appearance Commission

Agenda for APPEARANCE COMMISSION January 8, 2025 | 7:30 PM Skokie Village Hall, 5127 Oakton Street - Council Chambers 1) Call to Order Declaration of Quorum 2) Roll Call 3) Approval of Meeting Minutes December 11, 2024 4) New Business a. 2024-057A- 9303 Lincolnwood Dr (Residential) Applicant & Owner: Christopher Glomp & Chantell Johnson Request: 2-story addition b. 2024-058A – 4750 Keeney St (Mixed-Use) Applicant & Owner: 8101 Skokie Blvd LLC Request: New Mixed-Use Building 5) Public Comment 6) Communications from Staff 7) Adjournment Individuals with questions or feedback about an agenda item may contact Brian Augustine, brian.augustine@skokie.org or 847-933-8408 with the Community Development Department All emails and comments submitted will be made public and shared with this body. The Village, in compliance with the Americans with Disabilities Act, requests that persons with disabilities who require certain accommodations to allow them to observe or participate in this hearing, or who have questions about the accessibility of the meeting facilities, contact the Village’s ADA coordinator Angel Schnur at angel.schnur@skokie.org or 847.933.8400. The Village encourages individuals to sign-up for its eNews for important information from the City and its government partners by visiting www.skokie.org Doc # 623957  DRAFT – NOT APPROVED Meeting Minutes for Appearance Commission December 11, 2024 | 7:30 PM Skokie Village Hall | 5127 Oakton Street, Skokie IL 60077 | Council Chambers Members Present: Michael Lynk, Chair Thomas DaMario, Vice Chair Joe Maschek Julie Naumiak Jay Pathak Archana Shah Maryjane Klein Members Absent: Presiding Officer: Brian Augustine, Zoning Administrator Staff Present: Jose Acosta, Planning Coordinator Others Present: 1) Time Meeting was Called to Order/Declaration of Quorum A quorum being present, Chairman Lynk called the meeting to order at 7:30 PM. 2) Approval of Meeting Minutes A motion was made by Commissioner Maschek to approve the minutes of the November 13, 2024 Appearance Commission meeting. The motion was seconded by Commissioner DaMario. All members voted aye with one absence. 3) Old Business 2024-030A – 7701 Laramie Avenue (Residential) Applicant: David Ansani Owner: Jinder Singh Request: 2nd floor addition Discussion & Interested Parties Staff comments were read into the record. The petitioner reminded the Commissioners of the previous Appearance Commission meeting where they had commented that they would like to see a mix of Hardie Board material and brick on the building façade rather than the predominantly brick elevation that was previously proposed. The petitioner clarified that they will now be using brick for the first floor and a six (6) inch Hardie Board cementitious siding for the 2nd floor 623690  DRAFT – NOT APPROVED Chairman Lynk asked to clarify that although the renderings and elevations being presented before the Commission do not show first-floor brick and second floor Hardie board being proposed, that this will be the case for their proposal. The petitioner confirms that this is accurate. Chairman Lynk asked the petitioner if the proposed brick on the addition will match the existing brick. The petitioner confirmed that they will match the existing brick. Commissioner DaMario requested to see a sample of the Hardie Board material being used for the proposal. Chairman Lynk asked the petitioner to clarify what color will be used for the Hardie Board Material since the rendering appears to be a yellow color. The petitioner clarified that they will be using more of a white color. Commissioner Maschek asked to clarify if the Hardie board material will have a wood finish as stated in the submittals. The petitioner confirms this to be accurate. Commissioner Maschek commented that this proposal is an improvement from their previous submittal and is glad to see that the petitioner took into consideration staff comments. Recommendation & Voting A motion was made to grant a Certificate of Appropriateness with the provision that the first floor be entirely brick material and second floor be composed of fiber cement lap siding in the Sherwin-Williams “Snow White” color. The vote was unanimous with one absence. Motion: Thomas DaMario Second: Jay Pathak Ayes: 6 Nays: 0 Absent: 1 4) New Business 2024-052A – 5047 Culver Street (Residential) Applicant & Owner: Joseph Kirsch Request: 2nd floor addition Discussion & Interested Parties Staff comments were read into the record. Brian Augustine, the presiding officer, clarified the location of the proposed addition for the Commissioners. Chairman Lynk asked the petitioner if they will be matching existing siding. The petitioner clarified that the image they were looking at was a rendering and the existing façade contains a “yellow-ish” brick and a white siding. 623690  DRAFT – NOT APPROVED Commissioner DaMario asked if the façade will be painted a different color based on the rendering provided. The petitioner clarified that they will stain the brick as it is healthier for the brick and will be replacing all of the siding. Recommendation & Voting A motion was made to grant a Certificate of Appropriateness as presented. The vote was unanimous with one absence. Motion: Joe Maschek Second: Jay Pathak Ayes:6 Nays:0 Absent: 1 2024-053A – 4609 Elm Terrace (Residential) Applicant: Danielle Scaccia of Archadeck of Chicagoland Owner: Susan Phillips Request: 1st floor addition Discussion & Interested Parties Staff comments were read into the record. Chairman Lynk asked to clarify if the section of the elevations with the four windows is the extent of the addition. The petitioner confirmed this to be accurate. Chairman Lynk also asked the petitioner if they will be matching existing material. The petitioner confirmed that they will use cedar lap siding and will stain the siding to match the existing color. Recommendation & Voting A motion was made to grant a Certificate of Appropriateness as presented. The vote was unanimous. Motion: Archana Shah Second: Julie Naumiak Ayes: 7 Nays: 0 2024-054A – 5011 Estes Avenue (Residential) Applicant & Owner: Admir Rosic Request: 2nd floor addition Discussion & Interested Parties Staff comments were read into the record. 623690  DRAFT – NOT APPROVED Commissioner Maschek continued with the motion granting the Certificate of Appropriateness given there was no comment from the Commission. Recommendation & Voting A motion was made to grant a Certificate of Appropriateness as presented. The vote was unanimous. Motion: Joe Maschek Second: Archana Shah Ayes: 7 Nays: 0 2024-055A – 50 Williamsburg Road (Residential) Applicant: Tom Bassett-Dilley Architects, Mark Melvin Owner: Scott Cooper & Mutsuko Sugita Request: 1st and 2nd floor addition Discussion & Interested Parties Staff comments were read into the record. The petitioner explained that they proposed to include a significant amount of masonry on the east elevation behind the existing chimney to conform with the 51% masonry requirement. Commissioner Maschek commented that he agrees with the proposal and thinks it is a good solution to meet the masonry requirement. Commissioner Naumiak commented that she is not in favor of the solar panels on the south elevation. The presiding officer, Mr. Brian Augustine, commented that the petitioner could have submitted materials not showing the solar panels and then applied for a permit and they would still be allowable, clarifying that the solar panels are not in the purview of the Appearance Commission. Commissioner Maschek asked if the brick will match the current existing brick color. The petitioner confirmed that the addition will match the existing color. Chairman Lynk asked if the proposed masonry on the east elevation was a response to the 51 % masonry requirement and comments that he would rather see the previous proposal with less brick shown on the east elevation. The Commissioners discussed the location of the brick on the east elevation and many Commissioners questioned why masonry is not proposed along the first floor instead. The petitioner explained that it ultimately was a stylistic choice and it brought in to question the layout of the rear elevation. 623690  DRAFT – NOT APPROVED Commissioner DaMario asked if the proposed added masonry is on the same plane as the existing. The petitioner clarified that the masonry is proud about 3 inches from the façade. The petitioner added that their neighborhood is supportive of their proposal. Recommendation & Voting A motion was made to grant a Certificate of Appropriateness as revised and resubmitted. The vote was unanimous. Motion: Joe Maschek Second: Maryjane Klein Ayes: 6 Nays: 1 2024-056A – 4919 Main Street (Non-residential) Applicant: Pickledilly LLC Owner: 4820 & 4910 LTD Request: Signage Discussion and Interested Parties Staff comments were read into the record. Chairman Lynk asked Brian Augustine, the presiding officer, if he can confirm that staff is supportive of the proposal. Mr. Augustine confirmed. Chairman Lynk asked for clarification on what the business does. Chris Canning, the applicant’s attorney and representative clarified that Pickledilly is an indoor pickleball facility. Mr. Canning further mentions that they have been to the Plan Commission for a Special Use Permit and have gone to the Village Board of Trustees for approval. Mr. Canning also mentions that they will be required be heard before the Zoning Board of Appeals due to the size of the signage exceeding what is allowable by the Village of Skokie Sign Code. Recommendation & Voting A motion was made to grant a Certificate of Appropriateness as presented. The vote was unanimous. Motion: Julia Naumiak Second: Jay Pathak Ayes: 7 Nays: 0 623690  DRAFT – NOT APPROVED 5) Approval of 2025 Appearance Commission Meeting Dates Recommendation & Voting A motion was made to approve the dates for the 2025 Appearance Commission as presented. The vote was unanimous. Motion: Julia Naumiak Second: Jay Pathak Ayes: 7 Nays: 0 6) Public Comment There were no members of the public present to provide public comment. 7) Adjournment Meeting adjourned at 8:00 PM Respectfully Submitted Jose Acosta, Planning Coordinator 623690 MEMORANDUM Community Development Department To: Michael Lynk, Appearance Commission Chair Appearance Commission Members From: Brian J Augustine, Zoning Administrator/Permit Supervisor Jose Acosta, Planning Coordinator Date: January 8, 2025 SUBJECT: APPEARANCE COMMISSION STAFF REPORT Staff offers the following comments on the cases scheduled for the January 8, 2025, Appearance Commission meeting: NEW BUSINESS: RESIDENTIAL REQUESTS 2024-057A 9303 Lincolnwood Dr – The applicant is proposing to construct a two-story addition containing a garage, sitting room, great room and bedroom. The existing garage will be demolished. Due to the size of the addition, it appears a fire sprinkler will be required throughout the entire home. This will be determined when final plans are submitted in for permit review. Staff has no objections to the proposed elevations. The south elevation looks nice with its abundance of windows. Staff would like to see the new window on the east elevation match the existing window on the east elevation. Normally staff would request windows get added on a blank wall (north elevation – addition), but in this case staff will defer to the Appearance Commission if they feel it is necessary. MIXED USE REQUESTS 2024-058A 4750 Keeney St – The applicant is proposing to construct new 5-story mixed use building. The building will contain 20 residential units, first floor commercial space and have enclosed parking. This request was heard at the November 21, 2024 Plan Commission and will be scheduled for a Village Board presentation in 2025. Staff has no objections overall to the proposed elevations. The lighter brick and black accents on the building work well together. The glass balcony guard rails are a nice touch and are preferred over standard metal railings. The north elevation is the only area where staff would like to see some feature or banding added to break up the solid brick wall on the right (east side) of the elevation. The wall that the windows are on is setback and helps break the plane up, but something minimal can be added to help break up the solid wall to the right of the windows. Doc 623964 – January 8, 2025 Appearance Staff Report 1  Village of Skokie APPEARANCE COMMISSION APPLICATION Community Development Department - Building & Inspection Services Division 5127 Oakton St. Skokie, IL 60077 Phone 847/933-8223 The Appearance Commission meets the 2nd Wednesday* of each month at 7:30 p.m. *Unless otherwise noted Applications will only be accepted in a PDF format. APPLICATION DATE: _____________________________________ APPLICATION TYPE (Please check all that apply): New Construction 1st Floor Addition 2nd Floor Addition Façade Signage Other LAND USE: Single Family Residential Multifamily Residential Mixed Use Commercial Industrial Other SUBJECT ADDRESS: ___________________________________________________________________________ OWNER INFORMATION: Please print legibly. NAME(S): ADDRESS: CITY, STATE ZIP: PHONE#: EMAIL: AGENT/PETITIONER INFORMATION (if other than owner): NAME(S): DAYTIME PHONE #: ____________________________ ADDRESS: CITY, STATE ZIP: ______________________________ EMAIL: SIGNATURE: __________________________________ Please submit the following PDFs to appearance@skokie.org to complete your digital-only application: 1. Elevations, floor plans, and site plans. Scale ¼” = 1’-0” is preferred, but not required. If the file size is greater than 5MB, multiple emails are allowed. Ensure “Appearance Commission PDF” and the project’s property address are in the subject line of the email. Color elevations or one color rendering is required. 2. Completed Zoning Information Worksheet (residential projects only) 3. Photographs (all sides of the subject building and the fronts of neighboring buildings) 4. Excerpts of brochures and/or cut sheets of new materials and colors proposed for the project. Matching existing materials and colors can be confirmed with the submitted photographs. 5. Plat of Survey Does your project include a green roof? Yes No * If your project includes a green roof you will placed at or near the top of the agenda. Fee Schedule Residential Site (new) … $100 plus $50.00 per unit Non-Residential Site* (new) … $100 plus $50.00 per 1,000 square feet (based on square footage of building) * Any non-residentially zoned site (Business, Industrial, Mixed-Use districts) Any Other Appearance Review (Additions, Façade, Sign Package, etc.) … $50.00 If you have already paid for a preliminary plan review there is no charge. For Office Use Only: Case Number ____________________________ Meeting Date ________________________________________________ Acct # NR Amt $ _________________________ Cash / Credit Card/ Check # ____________________________________ Any required fees or monies owed by the applicant to the Village must be paid as a condition of approval . VOSDOCS-#149808-v15-Appearance_Commission_Application_form Revised 12/4/23  2024 Appearance Commission Schedule Meeting Date Submittal Deadline January 10, 2024 December 27, 2023 February 14, 2024 January 31, 2024 March 27, 2024 March 13, 2024 April 10, 2024 March 27, 2024 May 8, 2024 April 24, 2024 June 12, 2024 May 29, 2024 July 10, 2024 June 26, 2024 August 14, 2024 July 31, 2024 September 11, 2024 August 28, 2024 October 9, 2024 September 25, 2024 November 13, 2024 October 30, 2024 December 11, 2024 November 27, 2024 VOSDOCS-#149808-v15-Appearance_Commission_Application_form Revised 12/4/23  ZONING INFORMATION WORKSHEET Please provide the following information for all permits involving new single-family dwellings, single-family additions or accessory structures in the R1 or R2 Single-Family districts. FORM MUST BE COMPLETED IN FULL. ADDRESS 9303 Lincolnwood Drive __________________________________________ R1 ZONING DISTRICT _________________ LOT INFO 131.04 _________________ 65.23 x _________________ 8544.00 = _________________ (This # goes on lines 1, 2, and 3) (LOT WIDTH) (LOT DEPTH) (TOTAL LOT AREA) TOTAL DIFFERENCE BETWEEN LOT AREA ALLOWED PROPOSED ALLOWED & PROPOSED BUILDING AREA 8544.00 ____________(1) 3417.60 x .40 = ____________ 2502.50 ____________(4) 915.10 + / - ____________ IMPERMEABLE AREA 8544.00 ____________(2) 4272.00 x .50 = ____________ 4253.59 ____________(5) 18.41 + / - ____________ FLOOR AREA 8544.00 ____________(3) 5126.40 x .60 = ____________ 4248.06 ____________(6) 878.34 + / - ____________ AREA EXISTING AREA NEW AREA PROPOSED BASEMENT (50% above grade) 0 _______________ + 0 _______________ = _______________(A) 1ST FLOOR (Include attached garage carport, covered porch, etc)* 1500.29 _______________ + 1008.00 _______________ 2508.29 = _______________(B) 2ND FLOOR * 1025.77 _______________ + 714.00 _______________ = 1739.77 _______________(C) ATTIC (6’-9” OR GREATER) (2nd Floor top plate to top of roof) 0 _______________ + 0 _______________ = 0 _______________(D) ACCESSORY BUILDINGS (Detached garage, shed, etc.) 0 _______________ + 0 _______________ = 0 _______________(E) DRIVEWAY/APRON 617.34 _______________ + 393.56 _______________ = 1010.90 _______________(F) SIDEWALK & PATIO 734.40 _______________ + 0 _______________ = 734.40 _______________(G) * Any ceiling height 16 feet in height or greater will count twice. PROPOSED BUILDING AREA (Add lines B & E) = 2508.29 _______________ (This # goes on line 4) PROPOSED IMPERMEABLE AREA (Add lines B, E, F, & G) = 4253.59 _______________ (This # goes on line 5) PROPOSED FLOOR AREA (Add lines A, B, C, D, & E) = 4248.06 _______________ (This # goes on line 6) REAR YARD COVERAGE FOR ACCESSORY BUILDINGS: _______________ x _______________ =_______________ x .30 = _______________ 0 ________________________ (rear yard width) (rear yard depth) (rear yard) (allowed) (proposed buildings in rear yard) Rear yard is measured from the rear wall of the principal building to the rear lot line and from side lot line to side lot line. The undersigned hereby acknowledges the accuracy of the above information and accepts full responsibility for any discrepancies or inaccuracies. ______________________________________________ 12-10-24 ___________________________ Signature Date ______________________________________________ ___________________________ Reviewed by Community Development Department Date VOSDOCS-#350061-v1-Zoning_Information_Worksheet.DOC  R1 SINGLE-FAMILY DISTRICT Village Code Section 118-111 (3) Building Height a. Detached residences with a lot width less than 60 feet the structure shall not exceed 28 feet. The distance from grade to the top of the eave, or top of beam for a flat roofed structure, shall not exceed 23 feet. b. Detached residences with a lot width between 60 and 85 feet the structure shall not exceed 30 feet. The distance from grade to the top of the eave, or top of beam for a flat roofed structure, shall not exceed 23 feet. c. Detached residences with a lot width greater than 85 feet the structure shall not exceed 32 feet. The distance from grade to the top of the eave, or top of beam for a flat roofed structure, shall not exceed 23 feet. * Subject to Appearance Commission Approval 118-111 (5) Front Yard – The minimum front yard shall be 25 feet in depth. 118-74 In the event that 40% or more of the lots fronting one side of a street within a block have established building setbacks, of a depth other than required for a front yard by the zoning district in which the lot is located, it will be necessary to check with a building official. 118-111 (6) Side Yards a. Detached residences with a lot width less than 85 feet – 2 side yards, neither of which is less than 6 feet in width. b. Detached residences with a lot width equal to or greater than 85 feet shall have combined side yards equal to 20 percent of the lot width, and neither yard shall be less than 9 feet in width. e. A yard abutting a street – shall not be less than 17 feet, except if a corner lot of record on the effective date of his ordinance has insufficient width to provide such yard and still to maintain a buildable width of 20 feet, excluding he yard along the interior side lot line, then the side yard abutting the street may be reduced in width by the distance necessary to maintain such buildable width of 20 feet of building. R2 SINGLE-FAMILY DISTRICT 118-112 (3) Building Height a. Detached residences with a lot width less than 45 feet the structure shall not exceed 26 feet. The distance from grade to the top of the eave, or top of beam for a flat roofed structure, shall not exceed 23 feet. b. Detached residences with a lot width between 45 feet and 60 feet the structure shall not exceed 28 feet. The distance from grade to the top of the eave, or top of beam for a flat roofed structure, shall not exceed 23 feet. c. Detached residences with a lot width greater that 60 feet the structure shall not exceed 30 feet. The distance from grade to the top of the eave, or top of beam for a flat roofed structure, shall not exceed 23 feet. * Subject to Appearance Commission Approval 118-112 (5) Front Yard – The minimum front yard shall be 25 feet in depth. 118-74 In the event that 40% or more of the lots fronting one side of a street within a block have established building setbacks, of a depth other than required for a front yard by the zoning district in which the lot is located, it will be necessary to check with a building official. 118-112 (6) Side Yards a. Detached residences with a lot width less than 70 feet – 2 side yards, neither of which is less than 4 feet in width. b. Detached residences with a lot width equal to or greater than 70 feet shall have combined side yards equal to 20 percent of the lot width, and neither yard shall be less than 7 feet in width. e. A yard abutting a street – shall not be less than 10 feet, except if a corner lot of record on the effective date of this ordinance has insufficient width to provide such yard and still maintain a buildable width of 20 feet, excluding the yard along the interior side lot line, then the side yard abutting the street may be reduced in width by the distance necessary to maintain such buildable width of 20 feet. R1 AND R2 SINGLE-FAMILY DISTRICTS 118-111 (7) Rear Yard 118-112 (7) a. The minimum rear yard shall be 30 feet in depth, or 20% of the depth of the lot, whichever is less. b. The minimum rear yard for a corner lot shall be 5 feet. VOSDOCS-#350061-v1-Zoning_Information_Worksheet.DOC  SAMPLE ZONING INFORMATION st WORKSHEET nd The following sample assumes a 1 and 2 floor addition and an addition to the patio/sidewalk. If you have any questions please contact the Building/Zoning Division at (847) 933-8223. ADDRESS ________12345 Oakton Street _________________ ZONING DISTRICT _____R2_________ LOT INFO ______55___________ x ______120_________ = _____6,600_______ (This # goes on lines 1, 2, and 3) (LOT WIDTH) (LOT DEPTH) (TOTAL LOT AREA) TOTAL DIFFERENCE BETWEEN LOT AREA ALLOWED PROPOSED ALLOWED & PROPOSED BUILDING AREA ____6,600___(1) x .40 = ____2,640____ ____2,000___(4) + / - ____- 640____ IMPERMEABLE AREA ____6,600___(2) x .50 = ____3,300____ ____2,850___(5) + / - ____- 450____ FLOOR AREA ____6,600___(3) x .60 = ____3,960____ ____2,600___(6) + / - ____- 1,360___ AREA EXISTING AREA NEW AREA PROPOSED BASEMENT (50% above grade) _____0_________ + _____0_________ = ______0________(A) 1ST FLOOR (Include attached garage carport, covered porch, etc)* ____1,200______ + _____400_______ = _____1,600______(B) 2ND FLOOR * _____400_______ + _____200_______ = ______600______(C) ATTIC (6’-9” OR GREATER) (2nd Floor top plate to top of roof) ______0________ + _______0_______ = _______0________(D) ACCESSORY BUILDINGS (Detached garage, shed, etc.) _____400_______ + ______ 0________ = ______400______(E) DRIVEWAY/APRON ______100______ + _______0_______ = ______100______(F) SIDEWALK & PATIO _____550_______ + ______200______ = _______750_____(G) *Any ceiling height 16 feet in height or greater will count twice. PROPOSED BUILDING AREA (Add lines B & E) = _____2,000_____ (This # goes on line 4) PROPOSED IMPERMEABLE AREA (Add lines B, E, F, & G) = _____2,850_____ (This # goes on line 5) PROPOSED FLOOR AREA (Add lines A, B, C, D, & E) = _____2,600_____ (This # goes on line 6) REAR YARD COVERAGE FOR ACCESSORY BUILDINGS: ___55__________ x ____45_______ = ___2,475___ x .30 = ____742.5____ ___400_______________ (rear yard width) (rear yard depth) (rear yard) (allowed) (proposed buildings in rear yard) Rear yard is measured from the rear wall of the principal building to the rear lot line and from side lot line to side lot line. The undersigned hereby acknowledges the accuracy of the above information and accepts full responsibility for any discrepancies or inaccuracies. ______________________________________________ ___________________________ Signature Date ______________________________________________ ___________________________ Reviewed by Community Development Department Date VOSDOCS-#350061-v1-Zoning_Information_Worksheet.DOC PRIVATE RESIDENCE 9303 LINCOLNWOOD DRIVE SKOKIE, IL 60203 Chantell Johnson and Chris Glomp Owner 9303 Lincolnwood Drive Skokie, Illinois 60203 Massey Associates Architects Architect MASSEY 4043 N. Ravenswood Avenue, Suite 207 ASSOCIATES Chicago, Illinois 60613 ARCHITECTS 4043 North Ravenswood . 207 Chicago, Illinois 60613 T:773. 2 .2900 F:773. 2 .2999 www.masseyassociates.com DRAWING LIST Cover Sheet ARCHITECTURAL A1.0 Plat of Survey & Site Plan A1.1 Existing Site Photos A1.2 Existing Site Photos A1.3 Existing Site Photos A2.0 Basement Plan A2.1 First Floor Plan A2.2 Second Floor Plan A2.3 Roof Plan A3.0 Exterior Elevations ISSUED FOR: DATE: A3.1 Exterior Elevations APPEARANCE REVIEW 12.11.2024 A3.2 Exterior Rendering A4.0 Building Section PRIVATE LIST OF CODES (As adopted by Village of Skokie) RESIDENCE 2021 International Residential Code with Amendments page 9303 LINCOLNWOOD DR 2014 State of Illinois Plumbing Code SKOKIE, IL 60203 2020 National Electric Code with Amendments page 2021 International Mechanical Code with Amendments page 2021 International Fuel Gas Code with Amendments page 2021 International Energy Code w/Illinois Amendments (State Required) 2021 International Fire Code with Amendments page 2021 Life Safety Code COVER SHEET ISSUED FOR APPEARANCE REVIEW DECEMBER 11, 2024  MASSEY ASSOCIATES ARCHITECTS 4043 North Ravenswood . 207 Chicago, Illinois 60613 T:773.525.2900 F:773.525.2999 www.masseyassociates.com 6'-0" SIDE YARD SETBACK 8'-0" DRAINAGE + UTILITY EASEMENT 131.04' ±9'-11 1/4" 42'-0" 17'-3" 6'-0" 8'-0" 23'-8" ±30'-5 1/2" Existing detached garage 9'-0" CONCRETE PATIO to be removed New 1638 total sf 2-story 24'-0" ISSUED FOR: DATE: addition Existing APPEARANCE REVIEW 12.11.2024 2521 total sf 2-story 19'-10" residence 65.23' CONCRETE WALK 2'-0" 65.23' PRIVATE 29'-2" 19'-9 1/4" 19'-6" ASPHALT DRIVE 22'-0" RESIDENCE 13'-0" CONCRETE PATIO 20'-10" 9303 LINCOLNWOOD DR 5'-0" 25'-0" REAR YARD SETBACK CORNER SKOKIE, IL 60203 FRONT YARD SETBACK 4 1/2" PLAT OF SURVEY 17'-0" 13'-2 1/2" & PROPOSED CORNER SETBACK SITE PLAN A1.0 8'-0" DRAINAGE + UTILITY EASEMENT 131.04' N 1 SITE PLAN scale: 1/8" = 1'-0"  MASSEY ASSOCIATES ARCHITECTS 4043 North Ravenswood 207 Chicago, Illinois 60613 T:773.525.2900 F:773.525.2999 www.masseyassociates.com 2 N.T.S. VIEW FROM WEST ISSUED FOR: DATE: APPEARANCE REVIEW 12.11.2024 PRIVATE RESIDENCE 9303 LINCOLNWOOD DR SKOKIE, IL 60203 EXISTING SITE PHOTOS 1 VIEW FROM SOUTHWEST CORNER N.T.S. A1.1  MASSEY ASSOCIATES ARCHITECTS 4043 North Ravenswood 207 Chicago, Illinois 60613 T:773.525.2900 F:773.525.2999 www.masseyassociates.com 2 N.T.S. VIEW FROM SOUTH ISSUED FOR: DATE: APPEARANCE REVIEW 12.11.2024 PRIVATE RESIDENCE 9303 LINCOLNWOOD DR SKOKIE, IL 60203 EXISTING SITE PHOTOS 1 VIEW FROM SOUTHEAST CORNER N.T.S. A1.2  MASSEY ASSOCIATES ARCHITECTS 4043 North Ravenswood 207 Chicago, Illinois 60613 T:773.525.2900 F:773.525.2999 www.masseyassociates.com 2 N.T.S. VIEW FROM EAST ISSUED FOR: DATE: APPEARANCE REVIEW 12.11.2024 PRIVATE RESIDENCE 9303 LINCOLNWOOD DR SKOKIE, IL 60203 EXISTING SITE PHOTOS 1 VIEW FROM NORTHWEST CORNER N.T.S. A1.3  ROOFING NOTES STAIR NOTES WINDOW & DOOR NOTES GENERAL NOTES LEGEND 1. CONTRACTOR TO PROVIDE FOR SEPARATION OF DISSIMILAR METALS (SUCH AS BETWEEN ZINC AND ALUMINUM) WHEN Stairways - IRC Section 311.7 and 312: 1. SAFETY GLAZING SHALL BE PROVIDED FOR ALL 1. ALL WORK TO CONFORM TO THE VILLAGE OF SKOKIE · Width: Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the X WINDOW TAG REQUIRED TO PREVENT GALVANIC ACTION. required headroom height. Handrails shall not project more than 4-1/2 inches on either side of the stairway and the clear width SWINGING/SLIDING DOORS, WINDOWS ADJACENT TO BUILDING AND ZONING CODE. of the stairway at and below the handrail height, including treads and landings, shall be not less than 31-1/2 inches where a (SEE SCHEDULE) 2. ANY VENT OR STACK FROM AN APPLIANCE, MECHANICAL OR PLUMBING COMPONENT TO BE VENTED IN ACCORDANCE · handrail is installed on one side and 27 inches where handrails are provided on both sides. Headroom: The headroom in stairways shall be not less than 6 feet 8 inches measured vertically from the sloped line adjoining DOORS, EXPOSED PANES GREATER THAN 9 SF, 2. CONTRACTOR SHALL IMMEDIATELY INFORM THE WITH ALL APPLICABLE CODES. ALL VENTS AND CAPS TO RISE ABOVE THE ROOF WITH THE REQUIRED CLEARANCES · the tread nosing or from the floor surface of the landing or platform on that portion of the stairway. Vertical rise: A flight of stairs shall not have a vertical rise larger than 147 inches between floor levels or landings. BOTTOM EDGE LESS THAN 18" A.F.F. AND WITHIN 36" ARCHITECT OF DISCREPANCIES INDICATED ON THE XXX.1 DOOR TAG AND TO BE FLASHED. · Stair treads and risers: The riser height shall be not more than 7-3/4 inches. Open risers are permitted provided that the openings do not permit the passage of a 4-inch-diameter sphere. The tread depth shall be not less than 10 inches. OF A WALKING SURFACE. PERMITTED DOCUMENTS. (SEE SCHEDULE) 3. VERIFY LOCATION OF ANY AND ALL ROOF OR WALL PENETRATIONS WITH ARCHITECT PRIOR TO INSTALLATION. · Nosings: A nosing projection not less than 3/4 inch and not more than 1-1/4 inches shall be provided on stairways with solid risers. Beveling of nosings shall not exceed 1/2 inch. 2. ALL NEW INTERIOR DOORS TO BE SOLID CORE, 1 3/4" 3. ALL NEW INTERIOR FINISHES TO MEET CLASS I FLAME 4. PROVIDE PRE-FINISHED METAL GUTTER AND DOWNSPOUT SYSTEM (MATCH WINDOW CLAD COLOR) PER DRAWINGS · Landings for stairways: There shall be a floor or landing at the top and bottom of each stairway. The width perpendicular to the THICK. ALL BEDROOMS TO HAVE 1 3/4" THICK SOLID SPREAD RATING. 1 PLUMBING FIXTURE direction of travel shall be not less than the width of the flight served. Where the stairway has a straight run, the depth in the U.N.O. CONTRACTOR RESPONSIBLE FOR VERIFYING SIZE, QUANTITIES AND LOCATIONS OF GUTTERS, SCUPPERS, direction of travel shall be not less than 36 inches. CORE DOORS WITH 1 3/4" RABETTED DOOR JAMBS 4. HARDWIRED SMOKE DETECTORS WITH BATTERY (SEE SCHEDULE) · Stairway walking surface: The walking surface of treads and landings of stairways shall be sloped not steeper than one unit DOWNSPOUTS, ETC., AS REQUIRED FOR A COMPLETE INSTALLATION. COORDINATE WITH LOCATIONS INDICATED IN · vertical in 48 inches horizontal (2-percent slope). Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more 3. EMERGENCY ESCAPE OPENINGS SHALL HAVE MAX. BACKUP LOCATED IN ALL SLEEPING ROOMS & DRAWINGS AND REVIEW ANY CHANGES/ADDITIONS WITH ARCHITECT PRIOR TO INSTALLATION. ALL DOWNSPOUTS TO risers. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly SILL HT. 44" A.F.F., CLEAR WIDTH 20" MIN., CLEAR HT. OUTSIDE EACH SLEEPING AREA. MINIMUM ONE PER 4 A6.0 3 INTERIOR ELEVATION DRAIN TO UNDERGROUND STORM WATER COLLECTION SYSTEM PER CIVIL DRAWINGS, UNLESS NOTED OTHERWISE. above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1-1/2 inches 24" MIN. AND CLEAR OPENING 5.7sf MIN. FLOOR. TAG COORDINATE DETAILS WITH CIVIL AND LANDSCAPE DESIGN TO ENSURE ALIGNMENT OF DOWNSPOUTS WITH BELL · between the wall and the handrails. Grip-size: Required handrails shall be of one of the following types or provide equivalent graspability. Type I. Handrails with a 4. EXIT DOORS SHALL BE NOT LESS THAN 32" IN WIDTH 5. HARDWIRED CARBON MONOXIDE DETECTOR WITH 5 CONNECTION LOCATIONS TO UNDERGROUND SYSTEM - NO OFFSETS WILL BE ACCEPTED. circular cross section shall have an outside diameter of not less than 1-1/4 inches and not greater than 2 inches. If the handrail is not circular, it shall have a perimeter dimension of not less than 4 inches and not greater than 6-1/4 inches with a cross 5. ALL DOORS AND WINDOWS DIMENSIONED FROM THE BATTERY BACKUP; MINIMUM ONE PER FLOOR. 5. PROVIDE CONTINUOUS WATERPROOF UNDERLAYMENT ("ICE & WATER SHIELD" BY W.R. GRACE OR APPROVED EQUAL) section dimension of not more than 2-1/4 inches. Edges shall have a radius of not less than 0.01 inch. Type II. Handrails with a FACE OF THE WALL TO THE CENTERLINE OF THE DOOR CO CARBON DIOXIDE/ perimeter greater than 6-1/4 inches shall have a graspable finger recess area on both sides of the profile. The finger recess shall begin within a distance of 3/4 inch measured vertically from the tallest portion of the profile and achieve a depth of not less than SD SMOKE DETECTOR AT ALL LOW SLOPE AND FLAT ROOFS AND CHANGES IN ROOF PITCH. 5/16 inch within 7/8 inch below the widest portion of the profile. The width of the handrail above the recess shall be not less than OR WINDOW. UNLESS NOTED OTHERWISE. 1-1/4 inchesand not more than 2-3/4 inches. Edges shall have a radius of not less than 0.01 inch. 6. INSTALL WATERPROOF UNDERLAYMENT AT EAVES PER MANUFACTURER'S STANDARD INSTALLATION DETAILS FOR · Guards: Guards shall be located along open-sided walking surfaces, including stairs, ramps and landings, that are located EXTERIOR FROST FREE more than 30 inches measured vertically to the floor or grade below at any point within 36 inches horizontally to the edge of the "HIGH SNOW AREAS". open side. Required guards shall be not less than 36 inches in height as measured vertically above the adjacent walking HOSE BIB surface or the line connecting the leading edges of the treads. Guards on the open sides of stairs shall have a height not less than 34 inches measured vertically from a line connecting the leading edges of the treads. Where the top of the guard serves as a handrail on the open sides of stairs, the top of the guard shall be not less than 34 inches and not more than 38 inches as measured vertically from a line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. The triangular openings at the open side of stair, formed by the riser, tread and bottom rail of a guard, shall not allow passage of a sphere 6 inches in diameter MASSEY ASSOCIATES ARCHITECTS 4043 North Ravenswood . 207 Chicago, Illinois 60613 T:773.525.2900 F:773.525.2999 www.masseyassociates.com AREA OF PROPOSED ADDITION 42'-0" SLAB ON GRADE 6"-8" 18'-0" SLAB ON GRADE 24'-0" SLOPE TO GARAGE DOOR 6'-0" 19'-0" 23'-0" ISSUED FOR: DATE: APPEARANCE REVIEW 12.11.2024 PRIVATE RESIDENCE 9303 LINCOLNWOOD DR SKOKIE, IL 60203 BASEMENT PLAN 1 scale: BASEMENT PLAN 1/4" = 1'-0" N A2.0  ROOFING NOTES STAIR NOTES WINDOW & DOOR NOTES GENERAL NOTES LEGEND 1. CONTRACTOR TO PROVIDE FOR SEPARATION OF DISSIMILAR METALS (SUCH AS BETWEEN ZINC AND ALUMINUM) WHEN Stairways - IRC Section 311.7 and 312: 1. SAFETY GLAZING SHALL BE PROVIDED FOR ALL 1. ALL WORK TO CONFORM TO THE VILLAGE OF SKOKIE · Width: Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the X WINDOW TAG REQUIRED TO PREVENT GALVANIC ACTION. required headroom height. Handrails shall not project more than 4-1/2 inches on either side of the stairway and the clear width SWINGING/SLIDING DOORS, WINDOWS ADJACENT TO BUILDING AND ZONING CODE. of the stairway at and below the handrail height, including treads and landings, shall be not less than 31-1/2 inches where a (SEE SCHEDULE) 2. ANY VENT OR STACK FROM AN APPLIANCE, MECHANICAL OR PLUMBING COMPONENT TO BE VENTED IN ACCORDANCE · handrail is installed on one side and 27 inches where handrails are provided on both sides. Headroom: The headroom in stairways shall be not less than 6 feet 8 inches measured vertically from the sloped line adjoining DOORS, EXPOSED PANES GREATER THAN 9 SF, 2. CONTRACTOR SHALL IMMEDIATELY INFORM THE WITH ALL APPLICABLE CODES. ALL VENTS AND CAPS TO RISE ABOVE THE ROOF WITH THE REQUIRED CLEARANCES · the tread nosing or from the floor surface of the landing or platform on that portion of the stairway. Vertical rise: A flight of stairs shall not have a vertical rise larger than 147 inches between floor levels or landings. BOTTOM EDGE LESS THAN 18" A.F.F. AND WITHIN 36" ARCHITECT OF DISCREPANCIES INDICATED ON THE XXX.1 DOOR TAG AND TO BE FLASHED. · Stair treads and risers: The riser height shall be not more than 7-3/4 inches. Open risers are permitted provided that the openings do not permit the passage of a 4-inch-diameter sphere. The tread depth shall be not less than 10 inches. OF A WALKING SURFACE. PERMITTED DOCUMENTS. (SEE SCHEDULE) 3. VERIFY LOCATION OF ANY AND ALL ROOF OR WALL PENETRATIONS WITH ARCHITECT PRIOR TO INSTALLATION. · Nosings: A nosing projection not less than 3/4 inch and not more than 1-1/4 inches shall be provided on stairways with solid risers. Beveling of nosings shall not exceed 1/2 inch. 2. ALL NEW INTERIOR DOORS TO BE SOLID CORE, 1 3/4" 3. ALL NEW INTERIOR FINISHES TO MEET CLASS I FLAME 4. PROVIDE PRE-FINISHED METAL GUTTER AND DOWNSPOUT SYSTEM (MATCH WINDOW CLAD COLOR) PER DRAWINGS · Landings for stairways: There shall be a floor or landing at the top and bottom of each stairway. The width perpendicular to the THICK. ALL BEDROOMS TO HAVE 1 3/4" THICK SOLID SPREAD RATING. 1 PLUMBING FIXTURE direction of travel shall be not less than the width of the flight served. Where the stairway has a straight run, the depth in the U.N.O. CONTRACTOR RESPONSIBLE FOR VERIFYING SIZE, QUANTITIES AND LOCATIONS OF GUTTERS, SCUPPERS, direction of travel shall be not less than 36 inches. CORE DOORS WITH 1 3/4" RABETTED DOOR JAMBS 4. HARDWIRED SMOKE DETECTORS WITH BATTERY (SEE SCHEDULE) · Stairway walking surface: The walking surface of treads and landings of stairways shall be sloped not steeper than one unit DOWNSPOUTS, ETC., AS REQUIRED FOR A COMPLETE INSTALLATION. COORDINATE WITH LOCATIONS INDICATED IN · vertical in 48 inches horizontal (2-percent slope). Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more 3. EMERGENCY ESCAPE OPENINGS SHALL HAVE MAX. BACKUP LOCATED IN ALL SLEEPING ROOMS & DRAWINGS AND REVIEW ANY CHANGES/ADDITIONS WITH ARCHITECT PRIOR TO INSTALLATION. ALL DOWNSPOUTS TO risers. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly SILL HT. 44" A.F.F., CLEAR WIDTH 20" MIN., CLEAR HT. OUTSIDE EACH SLEEPING AREA. MINIMUM ONE PER 4 A6.0 3 INTERIOR ELEVATION DRAIN TO UNDERGROUND STORM WATER COLLECTION SYSTEM PER CIVIL DRAWINGS, UNLESS NOTED OTHERWISE. above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1-1/2 inches 24" MIN. AND CLEAR OPENING 5.7sf MIN. FLOOR. TAG COORDINATE DETAILS WITH CIVIL AND LANDSCAPE DESIGN TO ENSURE ALIGNMENT OF DOWNSPOUTS WITH BELL · between the wall and the handrails. Grip-size: Required handrails shall be of one of the following types or provide equivalent graspability. Type I. Handrails with a 4. EXIT DOORS SHALL BE NOT LESS THAN 32" IN WIDTH 5. HARDWIRED CARBON MONOXIDE DETECTOR WITH 5 CONNECTION LOCATIONS TO UNDERGROUND SYSTEM - NO OFFSETS WILL BE ACCEPTED. circular cross section shall have an outside diameter of not less than 1-1/4 inches and not greater than 2 inches. If the handrail is not circular, it shall have a perimeter dimension of not less than 4 inches and not greater than 6-1/4 inches with a cross 5. ALL DOORS AND WINDOWS DIMENSIONED FROM THE BATTERY BACKUP; MINIMUM ONE PER FLOOR. 5. PROVIDE CONTINUOUS WATERPROOF UNDERLAYMENT ("ICE & WATER SHIELD" BY W.R. GRACE OR APPROVED EQUAL) section dimension of not more than 2-1/4 inches. Edges shall have a radius of not less than 0.01 inch. Type II. Handrails with a FACE OF THE WALL TO THE CENTERLINE OF THE DOOR CO CARBON DIOXIDE/ perimeter greater than 6-1/4 inches shall have a graspable finger recess area on both sides of the profile. The finger recess shall begin within a distance of 3/4 inch measured vertically from the tallest portion of the profile and achieve a depth of not less than SD SMOKE DETECTOR AT ALL LOW SLOPE AND FLAT ROOFS AND CHANGES IN ROOF PITCH. 5/16 inch within 7/8 inch below the widest portion of the profile. The width of the handrail above the recess shall be not less than OR WINDOW. UNLESS NOTED OTHERWISE. 1-1/4 inchesand not more than 2-3/4 inches. Edges shall have a radius of not less than 0.01 inch. 6. INSTALL WATERPROOF UNDERLAYMENT AT EAVES PER MANUFACTURER'S STANDARD INSTALLATION DETAILS FOR · Guards: Guards shall be located along open-sided walking surfaces, including stairs, ramps and landings, that are located EXTERIOR FROST FREE more than 30 inches measured vertically to the floor or grade below at any point within 36 inches horizontally to the edge of the "HIGH SNOW AREAS". open side. Required guards shall be not less than 36 inches in height as measured vertically above the adjacent walking HOSE BIB surface or the line connecting the leading edges of the treads. Guards on the open sides of stairs shall have a height not less than 34 inches measured vertically from a line connecting the leading edges of the treads. Where the top of the guard serves as a handrail on the open sides of stairs, the top of the guard shall be not less than 34 inches and not more than 38 inches as measured vertically from a line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. The triangular openings at the open side of stair, formed by the riser, tread and bottom rail of a guard, shall not allow passage of a sphere 6 inches in diameter MASSEY ASSOCIATES ARCHITECTS 4043 North Ravenswood . 207 Chicago, Illinois 60613 T:773.525.2900 F:773.525.2999 www.masseyassociates.com AREA OF PROPOSED ADDITION 42'-0" 1'-9" 3'-6" UP BATH 6'-0" x 7'-0" UTILITY 3'-4" CLOSET 1'-9" 10'-9" 2'-7" 3'-6" 18'-0" 2-CAR 24'-0" SITTING GARAGE ROOM 9'-8" 21'-6" x 22'-6" 9'-8" x 18'-7" 7'-10" 9'-4" 1'-10" 6'-0" 3'-2" 19'-0" 23'-0" ISSUED FOR: DATE: APPEARANCE REVIEW 12.11.2024 PRIVATE RESIDENCE 9303 LINCOLNWOOD DR SKOKIE, IL 60203 FIRST FLOOR PLAN 1 scale: FIRST FLOOR PLAN 1/4" = 1'-0" N A2.1  ROOFING NOTES STAIR NOTES WINDOW & DOOR NOTES GENERAL NOTES LEGEND 1. CONTRACTOR TO PROVIDE FOR SEPARATION OF DISSIMILAR METALS (SUCH AS BETWEEN ZINC AND ALUMINUM) WHEN Stairways - IRC Section 311.7 and 312: 1. SAFETY GLAZING SHALL BE PROVIDED FOR ALL 1. ALL WORK TO CONFORM TO THE VILLAGE OF SKOKIE · Width: Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the X WINDOW TAG REQUIRED TO PREVENT GALVANIC ACTION. required headroom height. Handrails shall not project more than 4-1/2 inches on either side of the stairway and the clear width SWINGING/SLIDING DOORS, WINDOWS ADJACENT TO BUILDING AND ZONING CODE. of the stairway at and below the handrail height, including treads and landings, shall be not less than 31-1/2 inches where a (SEE SCHEDULE) 2. ANY VENT OR STACK FROM AN APPLIANCE, MECHANICAL OR PLUMBING COMPONENT TO BE VENTED IN ACCORDANCE · handrail is installed on one side and 27 inches where handrails are provided on both sides. Headroom: The headroom in stairways shall be not less than 6 feet 8 inches measured vertically from the sloped line adjoining DOORS, EXPOSED PANES GREATER THAN 9 SF, 2. CONTRACTOR SHALL IMMEDIATELY INFORM THE WITH ALL APPLICABLE CODES. ALL VENTS AND CAPS TO RISE ABOVE THE ROOF WITH THE REQUIRED CLEARANCES · the tread nosing or from the floor surface of the landing or platform on that portion of the stairway. Vertical rise: A flight of stairs shall not have a vertical rise larger than 147 inches between floor levels or landings. BOTTOM EDGE LESS THAN 18" A.F.F. AND WITHIN 36" ARCHITECT OF DISCREPANCIES INDICATED ON THE XXX.1 DOOR TAG AND TO BE FLASHED. · Stair treads and risers: The riser height shall be not more than 7-3/4 inches. Open risers are permitted provided that the openings do not permit the passage of a 4-inch-diameter sphere. The tread depth shall be not less than 10 inches. OF A WALKING SURFACE. PERMITTED DOCUMENTS. (SEE SCHEDULE) 3. VERIFY LOCATION OF ANY AND ALL ROOF OR WALL PENETRATIONS WITH ARCHITECT PRIOR TO INSTALLATION. · Nosings: A nosing projection not less than 3/4 inch and not more than 1-1/4 inches shall be provided on stairways with solid risers. Beveling of nosings shall not exceed 1/2 inch. 2. ALL NEW INTERIOR DOORS TO BE SOLID CORE, 1 3/4" 3. ALL NEW INTERIOR FINISHES TO MEET CLASS I FLAME 4. PROVIDE PRE-FINISHED METAL GUTTER AND DOWNSPOUT SYSTEM (MATCH WINDOW CLAD COLOR) PER DRAWINGS · Landings for stairways: There shall be a floor or landing at the top and bottom of each stairway. The width perpendicular to the THICK. ALL BEDROOMS TO HAVE 1 3/4" THICK SOLID SPREAD RATING. 1 PLUMBING FIXTURE direction of travel shall be not less than the width of the flight served. Where the stairway has a straight run, the depth in the U.N.O. CONTRACTOR RESPONSIBLE FOR VERIFYING SIZE, QUANTITIES AND LOCATIONS OF GUTTERS, SCUPPERS, direction of travel shall be not less than 36 inches. CORE DOORS WITH 1 3/4" RABETTED DOOR JAMBS 4. HARDWIRED SMOKE DETECTORS WITH BATTERY (SEE SCHEDULE) · Stairway walking surface: The walking surface of treads and landings of stairways shall be sloped not steeper than one unit DOWNSPOUTS, ETC., AS REQUIRED FOR A COMPLETE INSTALLATION. COORDINATE WITH LOCATIONS INDICATED IN · vertical in 48 inches horizontal (2-percent slope). Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more 3. EMERGENCY ESCAPE OPENINGS SHALL HAVE MAX. BACKUP LOCATED IN ALL SLEEPING ROOMS & DRAWINGS AND REVIEW ANY CHANGES/ADDITIONS WITH ARCHITECT PRIOR TO INSTALLATION. ALL DOWNSPOUTS TO risers. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly SILL HT. 44" A.F.F., CLEAR WIDTH 20" MIN., CLEAR HT. OUTSIDE EACH SLEEPING AREA. MINIMUM ONE PER 4 A6.0 3 INTERIOR ELEVATION DRAIN TO UNDERGROUND STORM WATER COLLECTION SYSTEM PER CIVIL DRAWINGS, UNLESS NOTED OTHERWISE. above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1-1/2 inches 24" MIN. AND CLEAR OPENING 5.7sf MIN. FLOOR. TAG COORDINATE DETAILS WITH CIVIL AND LANDSCAPE DESIGN TO ENSURE ALIGNMENT OF DOWNSPOUTS WITH BELL · between the wall and the handrails. Grip-size: Required handrails shall be of one of the following types or provide equivalent graspability. Type I. Handrails with a 4. EXIT DOORS SHALL BE NOT LESS THAN 32" IN WIDTH 5. HARDWIRED CARBON MONOXIDE DETECTOR WITH 5 CONNECTION LOCATIONS TO UNDERGROUND SYSTEM - NO OFFSETS WILL BE ACCEPTED. circular cross section shall have an outside diameter of not less than 1-1/4 inches and not greater than 2 inches. If the handrail is not circular, it shall have a perimeter dimension of not less than 4 inches and not greater than 6-1/4 inches with a cross 5. ALL DOORS AND WINDOWS DIMENSIONED FROM THE BATTERY BACKUP; MINIMUM ONE PER FLOOR. 5. PROVIDE CONTINUOUS WATERPROOF UNDERLAYMENT ("ICE & WATER SHIELD" BY W.R. GRACE OR APPROVED EQUAL) section dimension of not more than 2-1/4 inches. Edges shall have a radius of not less than 0.01 inch. Type II. Handrails with a FACE OF THE WALL TO THE CENTERLINE OF THE DOOR CO CARBON DIOXIDE/ perimeter greater than 6-1/4 inches shall have a graspable finger recess area on both sides of the profile. The finger recess shall begin within a distance of 3/4 inch measured vertically from the tallest portion of the profile and achieve a depth of not less than SD SMOKE DETECTOR AT ALL LOW SLOPE AND FLAT ROOFS AND CHANGES IN ROOF PITCH. 5/16 inch within 7/8 inch below the widest portion of the profile. The width of the handrail above the recess shall be not less than OR WINDOW. UNLESS NOTED OTHERWISE. 1-1/4 inchesand not more than 2-3/4 inches. Edges shall have a radius of not less than 0.01 inch. 6. INSTALL WATERPROOF UNDERLAYMENT AT EAVES PER MANUFACTURER'S STANDARD INSTALLATION DETAILS FOR · Guards: Guards shall be located along open-sided walking surfaces, including stairs, ramps and landings, that are located EXTERIOR FROST FREE more than 30 inches measured vertically to the floor or grade below at any point within 36 inches horizontally to the edge of the "HIGH SNOW AREAS". open side. Required guards shall be not less than 36 inches in height as measured vertically above the adjacent walking HOSE BIB surface or the line connecting the leading edges of the treads. Guards on the open sides of stairs shall have a height not less than 34 inches measured vertically from a line connecting the leading edges of the treads. Where the top of the guard serves as a handrail on the open sides of stairs, the top of the guard shall be not less than 34 inches and not more than 38 inches as measured vertically from a line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. The triangular openings at the open side of stair, formed by the riser, tread and bottom rail of a guard, shall not allow passage of a sphere 6 inches in diameter MASSEY ASSOCIATES ARCHITECTS 4043 North Ravenswood . 207 Chicago, Illinois 60613 T:773.525.2900 F:773.525.2999 www.masseyassociates.com AREA OF PROPOSED ADDITION 42'-0" 4" 3'-7" 2'-0" CLOSET 4'-7" 3'-6" DN 4'-7" 2'-0" 5" 5'-2" 4'-5" 2'-5" 3'-6" 4'-5" 3'-6" 6'-6" 3'-9" 2'-1" BEDROOM 12'-0" x 13-9" 17'-0" 5" 17'-0" GREAT ROOM 12'-11" x 16'-2" 12'-5" BATH OFFICE AREA 5'-0" x 8'-0" 8'-0" 8'-0" x 10'-0" 7'-10" 11'-9 1/2" 6'-2" 12'-4" 3'-10 1/2" 7'-0" 19'-0" 23'-0" ISSUED FOR: DATE: APPEARANCE REVIEW 12.11.2024 PRIVATE RESIDENCE 9303 LINCOLNWOOD DR SKOKIE, IL 60203 SECOND FLOOR PLAN 1 scale: SECOND FLOOR PLAN 1/4" = 1'-0" N A2.2  ROOFING NOTES STAIR NOTES WINDOW & DOOR NOTES GENERAL NOTES LEGEND 1. CONTRACTOR TO PROVIDE FOR SEPARATION OF DISSIMILAR METALS (SUCH AS BETWEEN ZINC AND ALUMINUM) WHEN Stairways - IRC Section 311.7 and 312: 1. SAFETY GLAZING SHALL BE PROVIDED FOR ALL 1. ALL WORK TO CONFORM TO THE VILLAGE OF SKOKIE · Width: Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the X WINDOW TAG REQUIRED TO PREVENT GALVANIC ACTION. required headroom height. Handrails shall not project more than 4-1/2 inches on either side of the stairway and the clear width SWINGING/SLIDING DOORS, WINDOWS ADJACENT TO BUILDING AND ZONING CODE. of the stairway at and below the handrail height, including treads and landings, shall be not less than 31-1/2 inches where a (SEE SCHEDULE) 2. ANY VENT OR STACK FROM AN APPLIANCE, MECHANICAL OR PLUMBING COMPONENT TO BE VENTED IN ACCORDANCE · handrail is installed on one side and 27 inches where handrails are provided on both sides. Headroom: The headroom in stairways shall be not less than 6 feet 8 inches measured vertically from the sloped line adjoining DOORS, EXPOSED PANES GREATER THAN 9 SF, 2. CONTRACTOR SHALL IMMEDIATELY INFORM THE WITH ALL APPLICABLE CODES. ALL VENTS AND CAPS TO RISE ABOVE THE ROOF WITH THE REQUIRED CLEARANCES · the tread nosing or from the floor surface of the landing or platform on that portion of the stairway. Vertical rise: A flight of stairs shall not have a vertical rise larger than 147 inches between floor levels or landings. BOTTOM EDGE LESS THAN 18" A.F.F. AND WITHIN 36" ARCHITECT OF DISCREPANCIES INDICATED ON THE XXX.1 DOOR TAG AND TO BE FLASHED. · Stair treads and risers: The riser height shall be not more than 7-3/4 inches. Open risers are permitted provided that the openings do not permit the passage of a 4-inch-diameter sphere. The tread depth shall be not less than 10 inches. OF A WALKING SURFACE. PERMITTED DOCUMENTS. (SEE SCHEDULE) 3. VERIFY LOCATION OF ANY AND ALL ROOF OR WALL PENETRATIONS WITH ARCHITECT PRIOR TO INSTALLATION. · Nosings: A nosing projection not less than 3/4 inch and not more than 1-1/4 inches shall be provided on stairways with solid risers. Beveling of nosings shall not exceed 1/2 inch. 2. ALL NEW INTERIOR DOORS TO BE SOLID CORE, 1 3/4" 3. ALL NEW INTERIOR FINISHES TO MEET CLASS I FLAME 4. PROVIDE PRE-FINISHED METAL GUTTER AND DOWNSPOUT SYSTEM (MATCH WINDOW CLAD COLOR) PER DRAWINGS · Landings for stairways: There shall be a floor or landing at the top and bottom of each stairway. The width perpendicular to the THICK. ALL BEDROOMS TO HAVE 1 3/4" THICK SOLID SPREAD RATING. 1 PLUMBING FIXTURE direction of travel shall be not less than the width of the flight served. Where the stairway has a straight run, the depth in the U.N.O. CONTRACTOR RESPONSIBLE FOR VERIFYING SIZE, QUANTITIES AND LOCATIONS OF GUTTERS, SCUPPERS, direction of travel shall be not less than 36 inches. CORE DOORS WITH 1 3/4" RABETTED DOOR JAMBS 4. HARDWIRED SMOKE DETECTORS WITH BATTERY (SEE SCHEDULE) · Stairway walking surface: The walking surface of treads and landings of stairways shall be sloped not steeper than one unit DOWNSPOUTS, ETC., AS REQUIRED FOR A COMPLETE INSTALLATION. COORDINATE WITH LOCATIONS INDICATED IN · vertical in 48 inches horizontal (2-percent slope). Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more 3. EMERGENCY ESCAPE OPENINGS SHALL HAVE MAX. BACKUP LOCATED IN ALL SLEEPING ROOMS & DRAWINGS AND REVIEW ANY CHANGES/ADDITIONS WITH ARCHITECT PRIOR TO INSTALLATION. ALL DOWNSPOUTS TO risers. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly SILL HT. 44" A.F.F., CLEAR WIDTH 20" MIN., CLEAR HT. OUTSIDE EACH SLEEPING AREA. MINIMUM ONE PER 4 A6.0 3 INTERIOR ELEVATION DRAIN TO UNDERGROUND STORM WATER COLLECTION SYSTEM PER CIVIL DRAWINGS, UNLESS NOTED OTHERWISE. above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1-1/2 inches 24" MIN. AND CLEAR OPENING 5.7sf MIN. FLOOR. TAG COORDINATE DETAILS WITH CIVIL AND LANDSCAPE DESIGN TO ENSURE ALIGNMENT OF DOWNSPOUTS WITH BELL · between the wall and the handrails. Grip-size: Required handrails shall be of one of the following types or provide equivalent graspability. Type I. Handrails with a 4. EXIT DOORS SHALL BE NOT LESS THAN 32" IN WIDTH 5. HARDWIRED CARBON MONOXIDE DETECTOR WITH 5 CONNECTION LOCATIONS TO UNDERGROUND SYSTEM - NO OFFSETS WILL BE ACCEPTED. circular cross section shall have an outside diameter of not less than 1-1/4 inches and not greater than 2 inches. If the handrail is not circular, it shall have a perimeter dimension of not less than 4 inches and not greater than 6-1/4 inches with a cross 5. ALL DOORS AND WINDOWS DIMENSIONED FROM THE BATTERY BACKUP; MINIMUM ONE PER FLOOR. 5. PROVIDE CONTINUOUS WATERPROOF UNDERLAYMENT ("ICE & WATER SHIELD" BY W.R. GRACE OR APPROVED EQUAL) section dimension of not more than 2-1/4 inches. Edges shall have a radius of not less than 0.01 inch. Type II. Handrails with a FACE OF THE WALL TO THE CENTERLINE OF THE DOOR CO CARBON DIOXIDE/ perimeter greater than 6-1/4 inches shall have a graspable finger recess area on both sides of the profile. The finger recess shall begin within a distance of 3/4 inch measured vertically from the tallest portion of the profile and achieve a depth of not less than SD SMOKE DETECTOR AT ALL LOW SLOPE AND FLAT ROOFS AND CHANGES IN ROOF PITCH. 5/16 inch within 7/8 inch below the widest portion of the profile. The width of the handrail above the recess shall be not less than OR WINDOW. UNLESS NOTED OTHERWISE. 1-1/4 inchesand not more than 2-3/4 inches. Edges shall have a radius of not less than 0.01 inch. 6. INSTALL WATERPROOF UNDERLAYMENT AT EAVES PER MANUFACTURER'S STANDARD INSTALLATION DETAILS FOR · Guards: Guards shall be located along open-sided walking surfaces, including stairs, ramps and landings, that are located EXTERIOR FROST FREE more than 30 inches measured vertically to the floor or grade below at any point within 36 inches horizontally to the edge of the "HIGH SNOW AREAS". open side. Required guards shall be not less than 36 inches in height as measured vertically above the adjacent walking HOSE BIB surface or the line connecting the leading edges of the treads. Guards on the open sides of stairs shall have a height not less than 34 inches measured vertically from a line connecting the leading edges of the treads. Where the top of the guard serves as a handrail on the open sides of stairs, the top of the guard shall be not less than 34 inches and not more than 38 inches as measured vertically from a line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. The triangular openings at the open side of stair, formed by the riser, tread and bottom rail of a guard, shall not allow passage of a sphere 6 inches in diameter MASSEY ASSOCIATES ARCHITECTS 4043 North Ravenswood . 207 Chicago, Illinois 60613 T:773.525.2900 F:773.525.2999 www.masseyassociates.com AREA OF PROPOSED ADDITION PREFINISHED GUTTER AND DOWNSPOUT SLOPE 1/4" PER FT. LOW-SLOPE ROOF MEMBRANE - CLASS A PREFINISHED METAL COPING ISSUED FOR: DATE: APPEARANCE REVIEW 12.11.2024 PRIVATE RESIDENCE 9303 LINCOLNWOOD DR SKOKIE, IL 60203 ROOF PLAN 1 scale: ROOF PLAN 1/4" = 1'-0" N A2.3  AREA OF PROPOSED ADDITION PREFINISHED METAL COPING, MATCH EXISTING MASSEY T/EXIST. ROOF DECK +18'-0" V.I.F. "JAMES HARDIE" CEMENT ASSOCIATES ARCHITECTS TRIM BOARD, MATCH EXISTING PREFINISHED METAL GUTTER AND DOWNSPOUT, MATCH EXISTING 4043 N. Ra e s 20 T/EXIST. SECOND FL C ca , Ill s 60613 +9'-0" V.I.F. T: 3. 2 .2900 F: 3. 2 .2999 . asse ass c a es.c "JAMES HARDIE" CEMENT BOARD AND BATTEN SIDING, MATCH EXISTING SPACING MODULAR COMMON BRICK T/EXIST. FIRST FL 0'-0" T/GRADE -1'-2" V.I.F. T/EXIST. BSMNT SLAB -8'-0" V.I.F. B/EXIST. FOOTING -9'-4" V.I.F. 2 scale: NORTH ELEVATION 1/4" = 1'-0" AREA OF PROPOSED ADDITION PREFINISHED METAL COPING, MATCH EXISTING "JAMES HARDIE" CEMENT TRIM BOARD, MATCH EXISTING T/EXIST. ROOF DECK +18'-0" V.I.F. "JAMES HARDIE" CEMENT BOARD AND BATTEN SIDING, MATCH EXISTING SPACING ISSUED FOR: DATE: 3" ALUMINUM CLAD APPEARANCE REVIEW 12.11.2024 TRIM, MATCH EXISTING ALUMINUM CLAD WINDOW, MATCH EXISTING T/EXIST. SECOND FL +9'-0" V.I.F. PREFINISHED METAL COPING, MATCH EXISTING "JAMES HARDIE" CEMENT PRIVATE RESIDENCE TRIM BOARD, MATCH EXISTING FLAT SLAB SECTIONAL OVERHEAD GARAGE DOOR 9303 LINCOLNWOOD DR MODULAR COMMON BRICK SKOKIE, IL 60203 T/EXIST. FIRST FL 0'-0" T/GRADE -1'-2" V.I.F. EXTERIOR ELEVATIONS T/EXIST. BSMNT SLAB A3.0 -8'-0" V.I.F. B/EXIST. FOOTING -9'-4" V.I.F. 1 scale: SOUTH ELEVATION 1/4" = 1'-0"  AREA OF PROPOSED ADDITION PREFINISHED METAL COPING, MATCH EXISTING "JAMES HARDIE" CEMENT TRIM BOARD, MATCH EXISTING MASSEY T/EXIST. ROOF DECK +18'-0" V.I.F. "JAMES HARDIE" CEMENT BOARD AND BATTEN ASSOCIATES ARCHITECTS SIDING, MATCH EXISTING SPACING 3" ALUMINUM CLAD TRIM, MATCH EXISTING ALUMINUM CLAD WINDOW, MATCH EXISTING 4043 N. Ra e s 20 T/EXIST. SECOND FL C ca , Ill s 60613 +9'-0" V.I.F. T: 3. 2 .2900 F: 3. 2 .2999 . asse ass c a es.c PREFINISHED METAL GUTTER AND DOWNSPOUT, MATCH EXISTING "JAMES HARDIE" CEMENT TRIM BOARD, MATCH EXISTING MODULAR COMMON BRICK T/EXIST. FIRST FL 0'-0" T/GRADE -1'-2" V.I.F. T/EXIST. BSMNT SLAB -8'-0" V.I.F. B/EXIST. FOOTING -9'-4" V.I.F. 2 scale: EAST ELEVATION 1/4" = 1'-0" AREA OF PROPOSED ADDITION T/EXIST. ROOF DECK +18'-0" V.I.F. PREFINISHED METAL COPING, MATCH EXISTING "JAMES HARDIE" CEMENT ISSUED FOR: DATE: TRIM BOARD, MATCH EXISTING APPEARANCE REVIEW 12.11.2024 "JAMES HARDIE" CEMENT BOARD AND BATTEN SIDING, MATCH EXISTING SPACING T/EXIST. SECOND FL +9'-0" V.I.F. 3" ALUMINUM CLAD PRIVATE TRIM, MATCH EXISTING ALUMINUM CLAD WINDOW, MATCH EXISTING RESIDENCE 9303 LINCOLNWOOD DR SKOKIE, IL 60203 T/EXIST. FIRST FL 0'-0" T/GRADE -1'-2" V.I.F. EXTERIOR ELEVATIONS T/EXIST. BSMNT SLAB A3.1 -8'-0" V.I.F. B/EXIST. FOOTING -9'-4" V.I.F. 1 scale: WEST ELEVATION 1/4" = 1'-0"  MASSEY ASSOCIATES ARCHITECTS 4043 N. Ra e s 20 C ca , Ill s 60613 T: 3. 2 .2900 F: 3. 2 .2999 . asse ass c a es.c 2 scale: ADDITION VIEW FROM SOUTHEAST N.T.S. ISSUED FOR: DATE: APPEARANCE REVIEW 12.11.2024 PRIVATE RESIDENCE 9303 LINCOLNWOOD DR SKOKIE, IL 60203 EXTERIOR RENDERING 1 scale: EXISTING VIEW FROM SOUTHEAST N.T.S. A3.2  MASSEY ASSOCIATES ARCHITECTS 4043 N. Ra e s 20 C ca , Ill s 60613 T: 3. 2 .2900 F: 3. 2 .2999 . asse ass c a es.c AREA OF PROPOSED ADDITION T/EXIST. ROOF DECK +18'-0" V.I.F. 1'-0" ISSUED FOR: DATE: APPEARANCE REVIEW 12.11.2024 8'-0" T/EXIST. SECOND FL +9'-0" V.I.F. 1'-0" PRIVATE 8'-6" RESIDENCE 9303 LINCOLNWOOD DR SKOKIE, IL 60203 T/EXIST. FIRST FL 0'-0" T/GRADE -1'-2" V.I.F. BUILDING SECTION T/EXIST. BSMNT SLAB A4.0 -8'-0" V.I.F. B/EXIST. FOOTING -9'-4" V.I.F. 1 scale: BUILDING SECTION 1/4" = 1'-0"  LEGEND A=ASSUMED NW=NORTHWEST C=CALCULATED P.O.B.=POINTOFBEGINNING CH=CHORD P.O.C.=POINTOFCOMMENCEMENT CL=CENTERLINE R=RECORD D=DEED RAD=RADIUS E=EAST R.O.W.=RIGHTOFWAY F.I.P.=FOUNDIRONPIPE S=SOUTH PARCEL 1: LOTS 4 AND 5 IN NILES CENTER STATION SUBDIVISION, BEING A F.I.R.=FOUNDIRONROD S.I.P.=SETIRONPIPE SUBDIVISION OF PART OF THE SOUTHWEST 1/4 OF SECTION 22, TOWNSHIP 41 FT.=FEET/FOOT S.I.R.=SETIRONROD L=ARCLENGTH SE=SOUTHEAST NORTH, RANGE 13, EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO M=MEASURED SW=SOUTHWEST THE PLAT THEREOF RECORDED JULY 27, 1925 AS DOCUMENT NUMBER 8987353, N=NORTH W=WEST (EXCEPTING THEREFROM THE WEST 7 FEET OF THE NORTH 18.82 FEET OF LOT NE=NORTHEAST 4 AFORESAID AND EXCEPTING ALSO THAT PART OF THE SOUTH 6.18 FROM OF = CHAIN LINK FENCE SAID LOT 4 AND THAT PART OF SAID LOT 5 LYING WESTERLY OF A CURVED = WOOD FENCE 20' 10' 0 20' = METAL FENCE LINE THE RADIUS OF WHICH IS 960 FEET AND CURVE BEING TANGENT TO A = VINYL FENCE BASIS OF BEARING: = EASEMENT LINE LINE PARALLEL WITH AND 40 FEET EAST OF THE WEST LINE OF SECTION 22, NORTH LINE OF KENNEY STREET AS FOUND = SETBACK LINE AFORESAID AT A POINT 6.18 FEET NORTH OF THE SOUTH LINE OF SAID LOT MONUMENTED AND OCCUPIED PER RECORD = INTERIOR LOT LINE 4 AND TANGENT TO A LINE PARALLEL WITH AND 70 FEET NORTHWESTERLY SUBDIVISION. S 90°00'00" W (A) MEASURED AT RIGHT ANGLES TO SOUTHWESTERLY LINE OF CICERO AVENUE AT A POINT 5.6 FEET SOUTHEASTERLY OF THE NORTHWESTERLY LINE OF LOT 10 IN NILES CENTER STATION SUBDIVISION AFORESAID CONDEMNED BY PROCEEDINGS HAD IN CASE 63866) IN COOK COUNTY, ILLINOIS. PARCEL 2: LOT 6 (EXCEPT THAT PART OF SAID LOT LYING WESTERLY OF A CURVED LINE, THE RADIUS OF WHICH IS 960 FEET AND BEING TANGENT TO A LINE PARALLEL WITH AND 40 FEET EAST OF THE WEST LINE OF SECTION 22, TOWNSHIP 41 NORTH, RANGE 13, EAST OF THE THIRD PRINCIPAL MERIDIAN, AT A POINT 6.38 FEET NORTH OF THE SOUTH LINE OF LOT 4 IN NILES CENTER STATION SUBDIVISION AND TANGENT TO A LINE PARALLEL WITH AND 70 FEET NORTHEASTERLY (MEASURED AT RIGHT ANGLES) TO THE SOUTHWESTERLY STRAIGHT LINE OF CICERO AVENUE AT A POINT 5.6 FEET SOUTHEASTERLY FROM THE NORTHWESTERLY LINE OF LOT 10 IN SAID SUBDIVISION) IN NILES CENTER STATION SUBDIVISION IN THE SOUTHWEST 1/4 OF SECTION 22, TOWNSHIP 41 NORTH, RANGE 13, EAST OF THE THIRD PRINCIPAL MERIDIAN, IN COOK COUNTY ILLINOIS. AREA OF SURVEY: "CONTAINING 10,559 _________ SQ. FT. OR 0.24 _______ ACRES MORE OR LESS" T 1 LO BUILDING CORNER AT CORNER EAST LINE OF THE WEST 7 Ft. OF LOT 4 CONCRETE 0.1' N FOUND CROSS BUILDING CENTER OF CHAIN LINK ON LINE & 3.00' W 1 STORY CORNER 0.98' S FENCE 0.5' N & 3.2' E BRICK N 90°00'00" E (M) 0.4' CONCRETE BUILDING 113.84' (C/M) 16.2' 0.4' N 01°07'07" E (M) 2.2' 3.1' 18.82' (M) SOUTH LINE OF THE NORTH 18.82 Ft. OF LOT 4 CONCRETE 25.0' (R) METAL T 4 O SKOKIE BOULEVARD L 50.1' EXCEPTION 49.0' 4 STORY 16' PUBLIC ALLEY BRICK T 5 CONCRETE LO BUILDING 25.0' (R) OVERHANG FIRE CONCRETE CURB ESCAPE 80.0' CENTER OF CHAIN (R.O.W. VARIES) BUILDING CORNER LINK FENCE 2.3' E S 01°07'39" W (M) 93.93' (M) 43.91' N & 0.56' W HERE-TO-FORE DEDICATED BRICK CENTER OF CHAIN L=65.13' (M) LINK FENCE 0.3' W FOUND CROSS 3.12' W 43.93' (M) 43.83' 6 RAD=960.00' (D) T BY DOCUMENT NO. 1521929004 14 N 46 °3 LO 7' .5 10 4' "W (C (M 10.0' /M ) 10.0' ) 2.0' CONCRETE 100.68' (C/M) WALK S 90°00'00" W (A) CENTER OF CHAIN LINK CENTER OF CHAIN FENCE 10.3' S & 10.8' W LINK FENCE 0.6' S CONCRETE CURB HERE-TO-FORE DEDICATED BY DOCUMENT NO. 1521929004 (66' R.O.W.) KENNEY STREET STATE OF ILLINOIS }SS NOTE: COUNTY OF DUPAGE 1. ALL TIES SHOWN ON THIS SURVEY ARE MEASURED TO THE I, THE UNDERSIGNED, AN ILLINOIS PROFESSIONAL LAND BUILDING'S SIDING (BRICK, FRAME, STUCCO, METAL, ETC.) SURVEYOR, DO HEREBY CERTIFY THAT "THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT ILLINOIS MINIMUM AND NOT TO THE FOUNDATION, UNLESS NOTED OTHERWISE. L EE MOR STANDARDS FOR A BOUNDARY SURVEY," AND THAT THE 2. ROOF LINES AND OVERHANGS ARE TYPICALLY NOT SHOWN HEREON. PLAT HEREON DRAWN IS A CORRECT REPRESENTATION 3. COMPARE ALL DISTANCES AND POINTS IN FIELD AND REPORT JAME OF SAID SURVEY. 2317 R ANY DISCREPANCIES TO SURVEYOR AT ONCE. RE A STRUCTU 4. NO DIMENSIONS SHALL BE ASSUMED BY SCALING. I SON INFR ! NVIRO NMENTS L I FE PROFESSIONAL S TER BETTER E 28TH DATED, THIS_______DAY SEPTEMBER OF____________, A.D., BET BET TE R LAND 2022, AT LISLE, ILLINOIS. 8105-8107 SKOKIE BOULEVARD ADDRESS COMMONLY KNOWN AS ____________________________________ SURVEYOR Morris Engineering, Inc. SKOKIE, ILLINOIS ____________________________________ STATE OF 515 Warrenville Road, Lisle, IL 60532 ILLINOIS MICHAEL FREEMAN LTD. ______________________________________________ S CLIENT _______________________________________________________ Phone: (630) 271-0770 L IS I FAX: (630) 271-0774 ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 035-2317 LICENSE EXPIRATION DATE NOVEMBER 30, 2022 LE , IL L IN0 09/27/2022 (MD/JN) FIELDWORK DATE (CREW)_________________________________________ WEBSITE: WWW.ECIVIL.COM ILLINOIS BUSINESS REGISTRATION NO. 184-001245 RE.S. REVISED:04/24/2024 DRAWN BY:_______ 22-09-0180 __________ JOB NO. __________________  46.67 N 8.08 21.16 Skokie Fire Truck - Large feet Width : 8.00 SCALE 1" = 30' Track : 7.69 Lock to Lock Time : 6.0 Steering Angle : 31.8 0 30 60 VEHICLE ENVELOPES FRONT TIRE PATH REAR TIRE PATH VEHICLE BODY ENVELOPE SKOKIE BLVD KEENEY STREET FIRE TRUCK MANEUVERS SKOKIE BLVD AND KEENEY ST spacecoinc.com Rosemont, IL - Morris, IL - Indianapolis, IN SKOKIE, ILLINOIS DATE:11/21/24 FILENAME: 13359.02 FIRETRUCK TURN JOB NO:13359.02 N:\Projects 13000-13999\13359\13359.02\EXHIBITS\13359.02 FIRETRUCK TURN.dgn Default User=mgarvey  (312) 750-1800 180 W. WASHINGTON CHICAGO, ILLINOIS 60602 FAX (312) 750-1801 PROFESSIONAL DESIGN FIRM ARCHITECT CORPORATION LICENSE NUMBER 184 - 001485 ISSUED - REVIEW ISSUED - REVIEW ISSUED - PERMIT OCT. 7, 2024 ISSUED - BID OF I L L TE I N A O ST IS LI CT C EN E SE IT D A RC H cHANNA ARCHITECTS, INC. 2024  (312) 750-1800 180 W. WASHINGTON CHICAGO, ILLINOIS 60602 FAX (312) 750-1801 PROFESSIONAL DESIGN FIRM ARCHITECT CORPORATION LICENSE NUMBER 184 - 001485 ISSUED - REVIEW ISSUED - REVIEW ISSUED - PERMIT OCT. 7, 2024 ISSUED - BID OF I L L TE I N A O ST IS LI CT C EN E SE IT D A RC H cHANNA ARCHITECTS, INC. 2024  (312) 750-1800 180 W. WASHINGTON CHICAGO, ILLINOIS 60602 FAX (312) 750-1801 PROFESSIONAL DESIGN FIRM ARCHITECT CORPORATION LICENSE NUMBER 184 - 001485 ISSUED - REVIEW ISSUED - REVIEW ISSUED - PERMIT OCT. 7, 2024 ISSUED - BID OF I L L TE I N A O ST IS LI CT C EN E SE IT D A RC H cHANNA ARCHITECTS, INC. 2024  (312) 750-1800 180 W. WASHINGTON CHICAGO, ILLINOIS 60602 FAX (312) 750-1801 PROFESSIONAL DESIGN FIRM ARCHITECT CORPORATION LICENSE NUMBER 184 - 001485 ISSUED - REVIEW ISSUED - REVIEW ISSUED - PERMIT OCT. 7, 2024 ISSUED - BID OF I L L TE I N A O ST IS LI CT C EN E SE IT D A RC H cHANNA ARCHITECTS, INC. 2024  (312) 750-1800 180 W. WASHINGTON CHICAGO, ILLINOIS 60602 FAX (312) 750-1801 PROFESSIONAL DESIGN FIRM ARCHITECT CORPORATION LICENSE NUMBER 184 - 001485 ISSUED - REVIEW ISSUED - REVIEW ISSUED - PERMIT OCT. 7, 2024 ISSUED - BID OF I L L TE I N A O ST IS LI CT C EN E SE IT D A RC H cHANNA ARCHITECTS, INC. 2024  (312) 750-1800 180 W. WASHINGTON CHICAGO, ILLINOIS 60602 FAX (312) 750-1801 PROFESSIONAL DESIGN FIRM ARCHITECT CORPORATION LICENSE NUMBER 184 - 001485 ISSUED - REVIEW ISSUED - REVIEW ISSUED - PERMIT OCT. 7, 2024 ISSUED - BID OF I L L TE I N A O ST IS LI CT C EN E SE IT D A RC H cHANNA ARCHITECTS, INC. 2024  (312) 750-1800 180 W. WASHINGTON CHICAGO, ILLINOIS 60602 FAX (312) 750-1801 PROFESSIONAL DESIGN FIRM ARCHITECT CORPORATION LICENSE NUMBER 184 - 001485 ISSUED - REVIEW ISSUED - REVIEW ISSUED - PERMIT OCT. 7, 2024 ISSUED - BID OF I L L TE I N A O ST IS LI CT C EN E SE IT D A RC H cHANNA ARCHITECTS, INC. 2024  (312) 750-1800 180 W. WASHINGTON CHICAGO, ILLINOIS 60602 FAX (312) 750-1801 PROFESSIONAL DESIGN FIRM ARCHITECT CORPORATION LICENSE NUMBER 184 - 001485 ISSUED - REVIEW ISSUED - REVIEW ISSUED - PERMIT OCT. 7, 2024 ISSUED - BID OF I L L TE I N A O ST IS LI CT C EN E SE IT D A RC H cHANNA ARCHITECTS, INC. 2024  (312) 750-1800 180 W. WASHINGTON CHICAGO, ILLINOIS 60602 FAX (312) 750-1801 PROFESSIONAL DESIGN FIRM ARCHITECT CORPORATION LICENSE NUMBER 184 - 001485 ISSUED - REVIEW ISSUED - REVIEW ISSUED - PERMIT OCT. 7, 2024 ISSUED - BID OF I L L TE I N A O ST IS LI CT C EN E SE IT D A RC H cHANNA ARCHITECTS, INC. 2024  (312) 750-1800 180 W. WASHINGTON CHICAGO, ILLINOIS 60602 FAX (312) 750-1801 PROFESSIONAL DESIGN FIRM ARCHITECT CORPORATION LICENSE NUMBER 184 - 001485 ISSUED - REVIEW ISSUED - REVIEW ISSUED - PERMIT OCT. 7, 2024 ISSUED - BID OF I L L TE I N A O ST IS LI CT C EN E SE IT D A RC H cHANNA ARCHITECTS, INC. 2024  (312) 750-1800 180 W. WASHINGTON CHICAGO, ILLINOIS 60602 FAX (312) 750-1801 PROFESSIONAL DESIGN FIRM ARCHITECT CORPORATION LICENSE NUMBER 184 - 001485 ISSUED - REVIEW ISSUED - REVIEW ISSUED - PERMIT OCT. 7, 2024 ISSUED - BID OF I L L TE I N A O ST IS LI CT C EN E SE IT D A RC H cHANNA ARCHITECTS, INC. 2024  (312) 750-1800 180 W. WASHINGTON CHICAGO, ILLINOIS 60602 FAX (312) 750-1801 PROFESSIONAL DESIGN FIRM ARCHITECT CORPORATION LICENSE NUMBER 184 - 001485 ISSUED - REVIEW ISSUED - REVIEW ISSUED - PERMIT OCT. 7, 2024 ISSUED - BID OF I L L TE I N A O ST IS LI CT C EN E SE IT D A RC H cHANNA ARCHITECTS, INC. 2024