Appearance Commission

Meeting Agenda Skokie Appearance Commission Wednesday, February 28, 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 December 13th Meeting and February 14th Meeting IV. New Business a. Consideration of a Certificate of Appropriateness for Residential Properties: 2024-003A – 5111 Brummel St. Applicant: Christopher Turley Owner: Mara Lazur Request: Residential – 1st & 2nd Floor Addition b. Consideration of a Certificate of Appropriateness for Non-Residential Properties: 2024-001A – 8018 Lincoln Ave. Applicant: Nathan Kriska Owner: Tom Frangos Request: Commercial - Facade 2024-002A – 7909 Lincoln Ave. Applicant: DKN 88 LLC – Donna Nguyen Owner: DKN 88 LLC – Donna Nguyen Request: Commercial - Facade 2024-004A – 4043 Main St. Applicant: Mohammed Haseeb Owner: Mohammed Haseeb Request: Commercial – Façade V. Old Business VI. Public Comment (for non-agenda items) VII. Adjourn 617597- Appearance Commission Agenda for February 28, 2024  Appearance Commission Meeting Minutes Date: December 20, 2023 Appearance Members Present: Julie Naumiak Maryjane Klein Joe Maschek Jay Pathak Archana Shah Appearance Members Absent: Thomas DaMario Chairman Lynk Staff Present: Brian Augustine, Zoning Administrator Nasko Pelinkaj, Building & Zoning Coordinator (I) CALL TO ORDER A quorum being present, Chairwoman Naumiak called the meeting to order. (II) APPROVAL OF MINUTES A motion was made by Chairwoman Naumiak to approve the minutes of the November 08, 2023 meeting with a correction to rightfully include Commissioner Naumiak as an attendee of the previous meeting. The motion was seconded by Commissioner Maschek. All members voted aye (III) CASE DESCRIPTION Case 2023-044A – 9332 Lawndale Ave Applicant: Dan & Lisa Byrnes Owner: Dan & Lisa Byrnes Request: Residential 1st Floor Addition Discussion and Interested Parties Commissioner Maschek read Staff comments into the record. Commissioner Maschek asked if the colors would match and whether it was the rear of the house. The petitioner responded, yes. Commissioner Klein added everything looks fine. Recommendation and Voting A motion was made to grant a Certificate of Appropriateness to approve as Presented. The vote was unanimous. Motion: Klein Second: Shah Absent: Lynk and DaMario Ayes: 5 Nays: 0 Case 2023-045A – 7924 Lowell Ave Applicant: Christopher Goode Owner: Carolyn Vantil Request: Residential -2nd Floor Addition Discussion and Interested Parties Commissioner Maschek read Staff comments into the record. Chairwoman Naumiak asked if the same color tones would remain. The petitioner affirmed and said that beige or tan hardy board siding would be utilized. Commissioner Maschek added that the new canopy looked great. Chairwoman Naumiak said that it looked nice. Recommendation and Voting A motion was made to grant a Certificate of Appropriateness to approve as presented. The vote is unanimous. Motion: Shah Second: Pathak Absent: Lynk and DaMario Ayes: 5 Nays: 0 Case 2023-046A – 9052 Kedvale Ave Applicant: Raffi Arzoumanian Owner: Cole Teller Request: Residential- 2nd Floor Addition Discussion and Interested Parties Commissioner Maschek read Staff comments into the record. He asked if the current color would be matched with the addition. The petitioner replied, yes. He then asked why there are no windows. The petitioner said he wanted a solid element under the roof canopy. Commissioner Maschek said that this made sense considering numerous roof lines. Recommendation and Voting A motion was made to grant a Certificate of Appropriateness to approve as presented. The vote is unanimous. Motion: Pathak Second: Shah Absent: Lynk and DaMario Ayes: 5 Nays: 0 Case 2023-047A – 8610 Keeler Ave Applicant: James Frairman Owner: Nathaniel Bobrick & Ariel Silverstein Request: Residential- 1st & 2nd Floor Addition Discussion and Interested Parties Commissioner Maschek read Staff comments into the record. He asked if the existing brick color would be matched. The petitioner replied, yes and added that the front would have no changes. Chairwoman Naumiak asked if there was hardy at the top. The petitioner affirmed. Recommendation and Voting A motion was made to grant a Certificate of Appropriateness to Approve as Presented. The vote is unanimous. Motion: Maschek Second: Naumiak Absent: Lynk & DaMario Ayes: 5 Nays: 0 Case 2023-048A – 3956 Dempster St Applicant: Nathan Kriska Owner: 1st Equity Bank Request: Non Residential- 1st Floor Addition Discussion and Interested Parties Commissioner Maschek read Staff comments into the record. The petitioner said that the glass is solar panel and that the same material would be continued south and west. Commissioner Maschek asked what the garage was for. The petitioner replied, executive parking. The Commissioner added that it was an unusual request for a commercial building. The architect said that the Dempster St side will be the same as the rest of the building and that the garage facing Crawford will match in color. Staff commented on parking requirements. Commissioner Maschek was curious if parking requirements would be maintained. Staff explained zoning and engineering requirements related to the garage to Commissioner Pathak. The petitioner said low shrubs would remain on Dempster St so that they do not interfere with the solar panels. Commissioner Pathak asked if vehicles would be able to safely turn out of the garage. Staff responded by referencing required turning radius. The petitioner affirmed that this would be met. Commissioner Shah asked if the garage entrance was facing Dempster St. The petitioner responded, Crawford St. Commissioner Mascheck said the proposal does not quite fit because the current windows fit within the panels, but that the proposed garage door would not meet the same module. The petitioner said the grid system of the existing building would be matched with exception to the windows. The angled canopy was added to minimize shade from the west side. He added that sloping the roof was considered but would not blend well with the existing flat roof element. Commissioner Maschek asked if the garage door could be raised. The petitioner said the window could be removed. Commissioner Maschek asked if the door could be raised to the windows at the top. Recommendation and Voting A motion was made to grant a Certificate of Appropriateness with the condition to raise the garage door to match the window height and no window on the door. The vote is unanimous. Motion: Shah Second: Pathak Absent: Lynk & DaMario Ayes: 5 Nays: 0 Absent: 2 Case 2023-049A – 4012-24 Main St- Commercial Façade Applicant: Ira Neiman Owner: Ira Neiman Request: Commercial Façade Discussion and Interested Parties Commissioner Maschek read Staff comments into the record. Chairwoman Naumiak asked if the same number of units of the building would be maintained. The petitioners said that it would be reduced from 4 units to 3. He added that the outside would look the same, and that glazing would be added. Commissioner Maschek asked if it would be a retail space. The petitioner replied, yes. Commissioner Maschek asked about the planter and sight distance triangle. The petitioners replied that the planter would be moved should it be within the sight distance triangle. The petitioners stated that the red brick would remain and be refurbished and that glazing will be a clear aluminum. Commissioner Klein said that she liked it. Recommendation and Voting A motion was made to grant a Certificate of Appropriateness to Approve as Presented. Motion: Klein Second: Shah Absent: Lynk and DaMario Ayes: 5 Nays: 0 Case 2023-050A – 5202-50 Old Orchard Road Applicant: Steve Rezabek Owner: GW Property Group Request: Commercial Façade Discussion and Interested Parties Commissioner Maschek abstained from voting and recused himself from the case. Chairwoman Naumiak read Staff comments into the record. The petitioners stated that the project was an adaptive reuse of an existing building that would be made to look more residential and would include residential apartments. Chairwoman Naumiak asked about additional landscaping at the garage area on the west end. The petitioners stated that a landscape screen would be created. Chairwoman Naumiak asked if the parking lot would be reused. The petitioners responded that the north tower would include 1st floor residential as well as additional landscaping. Chairwoman Naumiak asked if the parking deck would have a pool. The petitioners affirmed and said that additional planters would be added in this area. Commissioner Pathak said he had no objections. Chairwoman Naumiak asked how many units would be built. The petitioner said that 245 units ranging from studios to 3 bedrooms would be built. Chairwoman Naumaik asked if the building had a basement. The petitioners replied, no. Commissioner Shah asked if the parking would be connected to the residences. The petitioners said that a bridge connection would connect towers to parking. Commissioner Klein stated that the listing of the landscape plan was huge. Commissioner Shah asked if the facade would stay the same. The petitioners responded that the facade would be altered to allow for recesses for the balconies as well as inserting windows in areas to comply with ventilation codes. The petitioner added that an adaptive reuse can be done faster and with less impact on the community than replacing a building. Recommendation and Voting A motion was made to grant a Certificate of Appropriateness to Approve as Presented. Motion: Pathak Second: Naumiak Absent: Lynk, DaMario and Maschek Ayes: 4 Nays: 0 (V) ADJOURNMENT Commissioner Naumiak adjourned the meeting.  Appearance Commission Meeting Minutes Date: February 14, 2024 Appearance Members Present: Julie Naumiak Joe Maschek Tom DaMario Appearance Members Absent: Maryjane Klein Chairman Lynk Jay Pathak Archana Shah Staff Present: Brian Augustine, Zoning Administrator Nasko Pelinkaj, Building & Zoning Coordinator (I) CALL TO ORDER A quorum is not present. The Appearance Commission members present waited until 7:45 in case additional members joined the meeting. (II) ADJOURNMENT Commissioner DaMario asks for a motion to adjourn the meeting. All 3 voted yes. No meeting was held due to a lack of quorum. MEMORANDUM Community Development Department To: Michael Lynk, Appearance Commission Chair Appearance Commission Members From: Brian J Augustine, Zoning Administrator/Permit Supervisor Nasko Pelinkaj, Building & Zoning Division Coordinator Jose Acosta, Planning Coordinator Justin Malone, Neighborhood Services Coordinator Date: February 18, 2024 SUBJECT: APPEARANCE COMMISSION STAFF REPORT Staff offers the following comments on the cases scheduled for the February 18, 2024, Appearance Commission meeting: NEW BUSINESS: RESIDENTIAL REQUESTS 2024-003A 5111 Brummel St – Staff has a few concerns about the proposed addition. The bay window in the rear yard appears to be cut off now that the addition is there. The rear elevation looks as though there are two different buildings adjoined together when it should look one unified building. Staff is unsure what exact color the siding is going to be and has concerns about its compatibility with the existing home. NON-RESIDENTIAL REQUESTS 2024-001A 8018 Lincoln Ave – Overall staff has no objections to the proposed façade change as long as the overhead/roll up doors have transparent panels. The detail submitted on the door was hard to read and the drawing makes it look like a door that is typically found on a detached garage. Any code and permitting requirements will also need to be adhered to. 2024-002A 7909 Lincoln Ave – Staff has no objections to the proposed façade changes as long as the windows along Lincoln Ave utilize clear transparent glass per Zoning Chapter requirements. The windows along the south façade are allowed, as long as they meet all Building and or Fire Code requirements. 2024-004A 4043 Main St – A façade request was previously approved at the October 11, 2023 Appearance Commission meeting. Staff prefers the façade presented and approved by the Appearance Commission at it’s October 11th meeting. This proposal, still an improvement over the existing conditions, doesn’t have the appeal the previously approved plan did. Doc 617686 February 28, 2024 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. 02 / 16 / 2024 APPLICATION DATE: _____________________________________ 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 5111 BRUMMEL SUBJECT ADDRESS: ___________________________________________________________________________ OWNER INFORMATION: Please print legibly. NAME(S): MARA LAZAR ADDRESS: 5111 BRUMMEL CITY, STATE ZIP: SKOKIE, IL PHONE#: EMAIL: AGENT/PETITIONER INFORMATION (if other than owner): NAME(S): CHRISTOPHER TURLEY/TURLEY ARCHITECTSDAYTIME PHONE #: ____________________________ 847 269-1778 4916 N FAIRFIELD AVE CHICAGO, ILLINOIS 60625 ADDRESS: CITY, STATE ZIP: ______________________________ EMAIL: CHRIS.TURLEY@TURLEYARCHITECTS.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  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 5111 BRUMMEL __________________________________________ R2 ZONING DISTRICT _________________ LOT INFO 50 _________________ 123.89 x _________________ 6194.5 = _________________ (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 6194.6 2477.8 ____________(4) 1550 ____________(1) x .40 = ____________ -927.8 + / - ____________ 3097.3 2702 6194.6 x .50 = ____________ IMPERMEABLE AREA ____________(2) ____________(5) -395 + / - ____________ FLOOR AREA 6194.6 x .60 = ____________ ____________(3) 3716.76 3243 ____________(6) -473.8 + / - ____________ AREA EXISTING AREA NEW AREA PROPOSED BASEMENT (50% above grade) 0 _______________ + 0 _______________ = _______________(A) 1ST FLOOR (Include attached garage carport, covered porch, etc)* 1346 _______________ + 485 1831 _______________ = _______________(B) 2ND FLOOR * 595 _______________ + 281 _______________ = 876 _______________(C) ATTIC (6’-9” OR GREATER) (2nd Floor top plate to top of roof) 0 _______________ + 0 _______________ = 0 _______________(D) ACCESSORY BUILDINGS (Detached garage, shed, etc.) 536 _______________ + 0 _______________ 536 = _______________(E) DRIVEWAY/APRON 218 _______________ 0 + _______________ 218 = _______________(F) SIDEWALK & PATIO 588 _______________ -180 + _______________ 408 = _______________(G) * Any ceiling height 16 feet in height or greater will count twice. PROPOSED BUILDING AREA (Add lines B & E) = 2367 _______________ (This # goes on line 4) PROPOSED IMPERMEABLE AREA (Add lines B, E, F, & G) = 2993 _______________ (This # goes on line 5) PROPOSED FLOOR AREA (Add lines A, B, C, D, & E) = 3243 _______________ (This # goes on line 6) REAR YARD COVERAGE FOR ACCESSORY BUILDINGS: 50 44 2200 _______________ x _______________ =_______________ x .30 = _______________ 660 EX GARAGE 536SF ________________________ (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  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  A. P. SURVEYING COMPANY, PC. LICENSE No, 184-003309 NORTH PROFESSIONAL DESIGN FIRM-LAND SURVEYING CORPORATION PLAT OF SURVEY OF THE WEST 20 FEET OF LOT 2 AND LOT 3 (EXCEPT THE WEST 5 FEET THEREOF) ALL IN BLOCK 8 IN NILES CENTER TERRACE SUBDIVISION IN THE NORTHEAST 1/4 OF SECTION 28, TOWNSHIP 41 NORTH, RANGE 13, EAST OF THE THIRD PRINCIPAL MERIDIAN, BEING 50 FEET OF VACANT PROPERTY LOCATED ON THE SOUTH SIDE OF BRUMMEL, IN COOK COUNTY, ILLINOIS. COMMONLY KNOW AS: : 5111 BRUMMELL STREET, SKOKIE, ILLINOIS. TOTAL NET AREA: 6,194 SQ.FT. = 0.14 ACRE. BRUMMELL ST. Conc. curb Depressed curb Concrete driveway SET CROSS NOTCH FOUND CROSS NOTCH 2.00'N.&ON LINE EXT. Concrete 50.00' Walk 2.00'N.&ON LINE EXT. REC.=71.44' walk WEST LINE OF LECLAIRE AVE. " 01 °2 3' 89 °3 " 90 59 Concrete driveway 6' . Co 25.01' nc 25.17' 24.57' 25.49' Conc. block ret. wall Fence post 0.10'E. Conc. steps Conc. stoop 6.26' 6.72' 0.33' 0.35' 6.10' 13.12' 0.66' 13.72' 4.04' 21.08' Chain link fence 1 1/2 STORY BRICK HOUSE WITH BASEMENT THE EAST LINE OF THE WEST 20 FEET OF LOT 2 38.76' THE EAST LINE OF THE WEST 5 FEET OF LOT 3 #5111 13.00' 4.05' 123.89' 17.67' Concrete 123.89' patio 6.27' 2.49' 14.35' 3. 3 3' 17.00' Wood. 35 ' 5.14' 3. steps Fence post 0.28'E. Chain link fence Fence post 0.54'E. 30.00' Fence post 0.26'W. 20.00' Wood. fence Overhead wires 32.67' 30.29' walk TREE LOT 3 18"Ø LOT 2 Stone Fence post 0.29'E. area 22.53' Chain link fence 24.17' 3.30' Chain link fence Fence post 0.37'N.&0.27'E. Fence post 0.44'N.&0.50'E. 22.23' FRAME GARAGE 22.25' Fence post 1.56'N.&0.12'W. Concrete Fence post 0.33'N.&on line Chain link fence Fence post 1.50'N.&0.27'E. 89 1" 3.29' °2 '0 59 ° 33 6' 24.18' 90 "' 22.52' 5.08' 4.92' Concrete pavement SET IRON ROD 50.00' Power pole SET IRON ROD AT PROP. CORNER AT PROP. CORNER 16 FEET PUBLIC ALLEY (GRAVEL) THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT ILLINOIS MINIMUM STANDARDS FOR A BOUNDARY SURVEY. DISTANCES ARE MARKED IN FEET AND DECIMAL PART THEREOF. BUILDING LINES AND EASEMENTS ARE SHOWN ONLY WHERE THE BEARING BASIS, AND COORDINATE DATUM IF USED IS ASSUMED. THEY ARE SO RECORDED IN THE MAPS, OTHERWISE REFER TO I HAVE MADE NO INDEPENDENT SEARCH OF THE RECORDS FOR EASEMENTS, YOUR DEED OR ABSTRACT. ENCUMBRANCES, OWNERSHIP OR ANY OTHER FACTS WHICH AN ACCURATE AND COMPARE ALL POINTS BEFORE BUILDING BY SAME AND CURRENT TITLE SEARCH MAY DISCLOSE AS PART OF THIS SURVEY, BUT HAVE AT ONCE REPORT ANY DIFFERENCE. RELIED UPON THE INFORMATION SUPPLIED TO ME BY THE OWNER'S REPRESENTATIVE. I ALSO STATE THAT A TITLE COMMITMENT WAS NOT FURNISHED FOR THIS SURVEY. State of Illinois DIMENSIONS ARE NOT TO BE ASSUMED FROM SCALING. County of Cook ss A ZL We, AP SURVEYING COMPANY, PC. do hereby K O certify that we have surveyed the above described property and that, Order No. 23-9844 JAC K to the best of our knowledge the plat hereon drawn is an accurate TE representation of said survey. Scale: 1 inch = 16 feet. Date: August 26, 2023. S W I IL M O Ordered by: TURLEY ARCHITECTS ET I N PROF. IL. LAND SURVEYOR No. _____________ 3186 N.S. T E, L L I License Expiration: November 30, 2024.  AREA OF WORK +21'-4" 3 ROOF KITCHEN VENT CONDENSERS ELEC SERVICE MAST FIREPLACE APPLIANCE VENT SKYLIGHT MOTION DETECTION LIGHT GUTTER AND DOWNSPOUT ROOF HARDIBOARD SIDING +8'-9 1/4" 2 2nd FLR MOTION DETECTION LIGHT HARDIBOARD SIDING DATA DEMARC WATER TABLE 2'X2' ACCESS HATCH ±0" ELEC OUTLET 1 1st FLR HARDIBOARD SIDING 0'-7 1/2" -8'-3 1/2" -1 BSMT EAST 3 NORTH 1 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" TURLEY ARCHITECTS CHRISTOPHER TURLEY 4916 N. FAIRFIELD AVE CHICAGO, ILLINOIS 60625 CHRIS.TURLEY@TURLEYARCHITECTS.COM 847 492-1617 VENT EX ROOF STRUCTURE NEW ROOF EXP 2024 RENOVATION AND ADDITION VENT CONDENSERS SKYLIGHT LAZAR RESIDENCE MARA AND DANNY LAZAR LIGHT DOWNSPOUT 5111 BRUMMEL STREET FIREPLACE CHIMNEY C:\Users\chris\Dropbox\Projects\5111 Brummel, Lazar\00 Drawings\5111 Brummel, Lazar MASTER BATH REV 5.pln SCONCE WIDE SHELF SKOKIE, ILLINOIS 60077 NEW DECK WATERTABLE ALIGNED WITH SILL BID SET MARK DATE DESCRIPTION DOWNSPOUT EX GENERATOR PIER FOUNDATION WALL NORTH PRINT DATE DRAWN BY 2/17/2024 CJT COPYRIGHT 2023 TURLEY ARCHITECTS BUILDING ELEVATIONS 2 SOUTH SCALE: 1/4" = 1'-0" A4.1 SHEET 8 OF 15  LAZAR RESIDENCE DESCRIPTION ADDITION TO SECOND FLOOR AND REAR OF EXISTING SINGLE FAMILY GENERAL NOTES RESIDENCE. INTERIOR REMODELING OF KITCHEN. NEW 1. ALL ELEVATIONS INDICATED ON THE DRAWINGS ARE BASED ON THE FINISHED FLOOR ELEVATION AT THE BUILDING ENTRY TO BE PROJECT 0'-0" ELEVATION. MECHANICALS FOR ALTERED AND NEW AREAS AND A NEW DECK. 2. ALL TRADES TO REFER TO STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, LOW VOLTAGE, AND FIRE PROTECTION FOR COORDINATION WITH OTHER TRADES, ADDITIONAL GENERAL NOTES, ABBREVIATIONS, AND SYMBOLS. 3. THE CONTRACTOR SHALL VISIT THE SITE AND BE KNOWLEDGEABLE OF CONDITIONS THEREIN. HE SHALL INVESTIGATE, VERIFY AND BE RESPONSIBLE FOR All CONDITIONS OF THE PROJECT AND SHALL NOTIFY THE ARCHITECT OF ANY CONDITIONS REQUIRING MODIFICATION TO THE CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THE WORK. 4. THE CONTRACTOR SHALL PROTECT ALL EXISTING SITE ELEMENTS FROM DAMAGE DUE TO DEMOLITION AND CONSTRUCTION OPERATIONS. SHEET INDEX 5. DETAILS SHOWN ARE INTENDED TO BE INDICATIVE OF THE PROFILES AND TYPE OF DETAILING REQUIRED FOR THE WORK. 6. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE DETAILED WHERE SPECIAL DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, CONSULT THE ARCHITECT. 7. NOTES AND REFERENCES APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS AND CONSTRUCTION MATERIALS. ALL SHEETS ARE TO BE REVIEWED AND NOTES ON ANY ONE SHEET ARE TO BE APPLICABLE TO RELATED DRAWINGS AND DETAILS. A0.1 COVER SHEET AND SURVEY 8. IN THE EVENT THAT THERE IS A DISCREPANCY BETWEEN THE "GENERAL NOTES", DRAWINGS, OR OTHER DOCUMENTATION OR CONVERSATIONS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT TO RESOLVE THE DISCREPANCY. A0.2 EQUIP AND FIXTURE SCHEDULES 9. ANY DETAILS, SYSTEMS, MATERIALS, EQUIPMENT, ETC. WHICH ARE PROPOSED TO BE CHANGED MUST BE REVIEWED AND FOUND ACCEPTABLE BY THE ARCHITECT. 10. ALL JOINTS OF ANY ELEMENT OF CONSTRUCTION WHICH IS REQUIRED TO HAVE A FIRE RESISTANCE RATING SHALL BE INSTALLED PER THE MANUFACTURERS' PUBLISHED TESTED ASSEMBLIES AND SHALL BE TIGHT AND PREVENT THE PASSAGE OF C0.1 SITE PLAN SMOKE OR FLAME. THE SPACE BETWEEN SLAB EDGE AND EXTERIOR WALL AND All OPENINGS IN THE FLOOR SLAB AND/ OR RATED WALLS, INCLUDING SPACES BETWEEN DUCTS, CONDUITS, PIPING, ETC.. , (EXCEPT WHEN COMPLETELY ENCLOSED BY A1.0 DEMOLITION AND WINDOW SCHEDULE FIRE RATED CONSTRUCTION) SHALL BE FIRE STOPPED (SEALED) WITH APPROVED FIRE STOP MATERIAL TO MAINTAIN FIRE RATING CONTINUITY OF THE FLOOR OR WALL CONSTRUCTION, AND SHALL BE TIGHT TO PREVENT THE PASSAGE OF SMOKE. 11. PROVIDE 7'-0" MINIMUM HEADROOM CLEARANCE TO ALL STRUCTURAL FRAMING, METAL WORK, PIPING, LIGHTING, DUCT WORK, ETC., IN ALL EXIT PASSAGES AT ALL CONDITIONS. A1.1 BSMT, FIRST FLOOR PLANS, DOOR SCHEDULE 12. FLAME SPREAD RATING FOR ALL MATERIALS SHALL CONFORM TO ALL APPLICABLE CODES. 13. ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO PREVENT MATERIAL’S BREAKDOWN. A1.2 2ND FLR PLANS 14. CONTRACTOR SHALL COORDINATE PLACEMENT OF All CEILING ELEMENTS WITH MECHANICAL, ELECTRICAL, FIRE PROTECTION WORK AND CEILING INSTALLER, WHERE DISCREPANCIES EXIST BETWEEN DRAWINGS AND INSTALLATION, REVIEW WITH A3.1 ENLARGED PLANS, FINISH SCHEDULE AND LAYOUT ARCHITECT. CONTRACTOR TO REVIEW LOCATIONS OF JOISTS WITH ARCHITECT PRIOR TO CONSTRUCTION AND SHALL ALSO MARK INTERIOR PARTITIONS LAYOUTS ON FLOOR SHEATHING PRIOR TO CONSTRUCTION FOR ARCHITECTS APPROVAL. 15. PROVIDE ACCESS PANELS AS REQUIRED BY APPLICABLE CODES AND AS REQUIRED. ALL ACCESS PANEL LOCATIONS SHALL BE REVIEWED WITH THE ARCHITECT PRIOR TO INSTALLATION. SUBMIT SHOP DRAWINGS LOCATING ALL ACCESS PANELS. A4.1 BUILDING ELEVATIONS 16. ALL BUILT IN COUNTERTOPS, VANITIES, GRAB BARS, BUILT IN SEATING, OR SIMILAR ITEMS THAT ARE ATTACHED TO PARTITIONS AND PROJECT HORIZONTALLY SHALL RESIST A POINT LOADING CRITERIA OF 250 POUNDS PER LINEAR FOOT. THE A5.1 INTERIOR ELEVATIONS CONTRACTOR IS COORDINATE AND SIZE ANY REQUIRED BLOCKING AND FASTENERS TO INSTALL THE WORK AND MEET THE LOADING CRITERIA ABOVE. GENERAL CONTRACTOR TO COORDINATE ALL BLOCKING LOCATIONS BETWEEN TRADES. 17. THE CONTRACTOR TO PROVIDE AND COORDINATE ALL EQUIPMENT HOUSEKEEPING PADS BETWEEN MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION OR ANY AND OTHER CONTRACTORS AND TRADES. A5.2 INTERIOR ELEVATIONS 18. UNLESS AGREED BY ARCHITECT, ALL FASTENERS AND FASTENING DEVICES ARE TO BE CONCEALED IN ALL FINISHED SPACES. 19. ALL EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, BETWEEN WALLS AND FOUNDATION, BETWEEN WALLS AND ROOF, AND AT PENETRATION OF MECHANICAL, ELECTRICAL AND PLUMBING ELEMENT OF EXTERIOR WALL SHALL BE SEALED A6.1 BUILDING SECTION OR WEATHER STRIPPED TO PREVENT AIR LEAKAGE. A6.2 BUILDING SECTIONS AND DETAILS 20. ALL EXTERIOR DOORS SHALL PREVENT AIR LEAKAGE/INFILTRATION AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. THE CONTRACTOR TO PROVIDE AIR TEST IF REQUIRED BY LOCAL AUTHORITIES. 21. WHERE ALL ELECTRICAL AND FIRE PROTECTION ELEMENTS TO BE LOCATED WITH ARCHITECT AND OWNER PRIOR TO PERMANENT INSTALLATION AND PIPING. MEP1.1 FLOOR PLANS AND NOTES 22. ALL FIRE RATINGS INDICATED ARE TO COMPLY WITH THE UNDERWRITERS LABORATORIES TEST RATINGS OR BE IN CONFORMANCE WITH THE INTERNATIONAL BUILDING CODE AND NFPA. S1.1 FOUNDATIONS AND FIRST FLOOR 23. WHERE TWO SPACES REQUIRING RATINGS ADJACENT, THE HIGHER RATING SHALL GOVERN 24. WHERE THE FIRE RATING OF ENCLOSURE WALLS ARE NOTED ON THE DRAWINGS, THE FIRE RATING SHALL APPLY TO THE ENTIRE PERIMETER ENCLOSURE OF THE ROOM-SPACE FOR THE FULL LENGTH AND HEIGHT OF AREA BEING SEPARATED. S1.2 SECOND FLOOR AND ROOF DIMENSIONS 25. PARTITIONS ARE DIMENSIONED TO THE FINISHED FACE OF THE WALL U.N.O. 26. DIMENSIONS SHALL GOVERN. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES, OMISSIONS, AND/ OR CONFLICTS. 27. ALL DIMENSIONS SHALL BE VERIFIED ON SITE BEFORE PROCEEDING WITH THE WORK. 28. UNLESS NOTED OTHERWISE, ALL MECHANICAL SHAFTS ARE DIMENSIONED TO THEIR CLEAR INSIDE OPENING. 29. VERTICAL DIMENSIONS ON INTERIOR ELEVATIONS, SECTIONS, DETAILS, AND OTHER SIMILAR DRAWINGS ARE DIMENSIONED TO THE FINISHED FLOOR U.N.O. APPLICABLE CODES PARTITIONS THE FOLLOWING ARE THE KNOWN APPLICABLE CODES FOR THE DESIGN AND THE CONSTRUCTION OF THIS PROJECT. OTHER CODES AND REFERENCES MAY APPLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO 30. ALL PARTITIONS, UNLESS NOTED OTHERWISE, SHALL EXTEND TO THE UNDERSIDE OF THE STRUCTURAL DECK AND FRAMING SYSTEM ABOVE. 31. MOVEMENT CONTROL: PROVIDE FOR VERTICAL MOVEMENT AT HEAD OF ALL CMU AND GYPSUM BOARD CONSTRUCTION. IN GYPSUM BOARD CONSTRUCTION CONNECT HEAD RUNNER CHANNEL TO UNDERSIDE OF STRUCTURE. CUT STUDS TO ASSURE THAT THE WORK IS IN COMPLIANCE WITH APPLICABLE CODES. ARCHITECT'S CERTIFICATION ALLOW FOR VERTICAL MOVEMENT AND DO NOT FASTEN TO RUNNER CHANNEL, FASTEN GYPSUM BOARD TO STUDS ONLY I CERTIFY THAT THESE DRAWINGS WERE PREPARED UNDER MY 32. PROVIDE CONTROL POINTS IN GYPSUM BOARD CONSTRUCTION SUCH THAT FURRING RUNS DO NOT EXCEED 30'-0" IN EITHER DIRECTION WITH PERIMETER RELIEF. DIRECT SUPERVISION AND TO THE BEST OF MY PROFESSIONAL 33. PROVIDE LATERAL BRACING TO STRUCTURE ABOVE FINISHED CEILINGS FOR PARTITIONS EXCEEDING UNSUPPORTED HEIGHTS INDICATED ON DRAWINGS. KNOWLEDGE THEY CONFORM TO THE BUILDING CODE. 34. ALL TOILET DEMISING WALLS SHALL EXTEND TO UNDERSIDE OF THE STRUCTURE. 2021 International Residential Code w/ Amendments (Section 22-63 of the Skokie Village Code) 35. PROVIDE SOUND BLANKETS AS INDICATED. 2014 State of Illinois Plumbing Code 2020 National Electrical Code w/ Amendments (Section 22-93 of the Skokie Village Code) MECHANICAL 2021 International Mechanical Code w/ Amendments (Section 22-123 of the Skokie Village Code) 36. VENTILATION IS PROVIDED BY OPERABLE WINDOWS NOT MECHANICAL SYSTEMS. SEE MEP0.1 SCHEDULE FOR LIGHT AND VENTILATION. EXHAUST SYSTEMS ARE FOR BATHROOMS AND KITCHEN. _____________________________________________________ 2018 International Energy Conservation Code w/ Illinois amendments 37. ALL SYSTEMS MUST COMPLY WITH THE CURRENT ENERGY CONSERVATION CODE. INCLUDING CONTROLS, TEMPERATURE/HUMIDITY SENSORS, EQUIPMENT, ETC. TURLEY ARCHITECTS 38. NOISE LEVEL AT LOT LINE SHALL NOT EXCEED 55 DbA. Current State of Illinois and Federal Accessibility Codes CHRISTOPHER TURLEY, PRESIDENT, LICENSED ARCHITECT 39. ALL WORK SHALL CONFORM TO THE CURRENT VILLAGE OF SKOKIE CODES AND ORDINANCES. 2021 International Fire Code w/Amendments (Section 50-52 of the Skokie Village Code) 40. ALL FLEXIBLE LOW-PRESSURE DUCTWORK SHALL BE INSULATED, VILLAGE OF SKOKIE APPROVED & NOT TO EXCEED 5'-0" IN LENGTH. NO: 001-014777 EXPIRES 11/2024 TURLEY ARCHITECTS 2021 Life Safety Code 41. ALL DIRECT EXPANSION DEVICES, VALVES AND ETC. SHALL BE REMOVED FROM EQUIPMENT AND DUCTWORK AIR STREAMS. CHRISTOPHER TURLEY Chapter 118 Zoning of the Skokie Village Code 42. TRANSFER AIR DUCTWORK SHALL NOT EXCEED 5'-0" IN LENGTH. 4916 N. FAIRFIELD AVE 43. ALL OUTSIDE AIR INTAKE OPENINGS SHALL BE LOCATED A MINIMUM OF 15'-0" AWAY FROM ANY EXHAUST, FLUES, VENTS AND ETC. AND A MINIMUM OF 10'-0" ABOVE PUBLIC WAY. CHICAGO, ILLINOIS 60625 CHRIS.TURLEY@TURLEYARCHITECTS.COM 44. ALL DUCTWORK SYSTEMS TO BE CONSTRUCTED OF SHEET METAL CONFORMING TO SMACNA CONSTRUCTION STANDARDS. 847 492-1617 45. ROOF PENETRATIONS SHALL BE FLASHED TO PREVENT ENTRY OF WATER THROUGH THE ROOF. 46. UNITS SHALL BE LISTED AND LABELED, AND SHALL BEAR A LABEL SHOWING THE MANUFACTURER'S NAME AND ADDRESS, THE UNIT'S MODEL NUMBER, THE UNIT'S SERIAL NUMBER, THE UNIT'S MAXIMUM AND MINIMUM ALLOWABLE OPERATING ZONING INFORMATION PRESSURES AND THE TYPES OF HEAT TRANSFER FLUIDS COMPATIBLE WITH THE UNIT. THE LABEL SHALL MAKE IT CLEAR THAT THESE SPECIFICATIONS APPLY ONLY TO THE THERMAL STORAGE UNIT. PARCEL NUMBER 10-28-225-038-0000 47. ALL PIPING SERVING AS PART OF A HEATING OR COOLING SYSTEM SHALL BE THERMALLY INSULATED IN ACCORDANCE WITH TABLE 18-13-803.3.7. PROPERTY ADDRESS 5111 BRUMMEL STREET 48. NOT IN CONTRACT (NIC) SPACES DENOTE AREAS OF NO CHANGE TO PREVIOUSLY PERMITTED ORDINANCE VENTILATION REQUIREMENTS. 49. ALL DAMPERS TO BE LOCK TYPE. VENTILATION ZONING R2 SINGLE FAMILY RESIDENCE EXP 2024 50. CLEARANCES FOR FORCED AIR FURNACES MUST CONFORM TO MANUFACTURER'S REQUIREMENTS. 51. ALL DUCTWORK MUST BE GALVANIZED STEEL OF STAINLESS STEEL. RENOVATION AND ADDITION 52. SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS ARE SHOWN ON REFLECTED CEILING PLANS LOT REQUIREMENTS CODE REQUIREMENT EXISTING NEW DESIGN 53. THERE SHALL BE NO CEILING OR FLOORS USED AS A PLENUM. MINIMUM LOT AREA 4,800 sf min 6,195 SF No Change REFRIGERATION MINIMUM WIDTH 40' 50' No Change 54. INSTALL PRESSURE RELIEF VALVE ON THE HIGH PRESSURE SIDE OF THE SYSTEM, UPSTREAM OF ANY INTERVENING VALVES 55. REMOVE EXPANSION VALVES, DEVICES AND CONNECTIONS FROM THE AIR STREAM. LAZAR RESIDENCE MARA AND DANNY LAZAR 56. REFRIGERANT PIPING MUST BE TYPE K OR TYPE ACR. UNLESS NOTED OTHERWISE FRONT YARD SETBACK 25' 25.01 No Change 57. ALL CONNECTIONS AND DEVICES MUST BE INSTALLED PER MANUFACTURERS REQUIREMENTS OR WHERE NONE IS GIVEN IS TO BE BRAZED SIDE YARD SETBACK MIN 4' 6.26 WEST No Change 4.05 EAST No Change 5111 BRUMMEL STREET REAR YARD SETBACK 30' OR 20% LOT DEPTH 43' Changed C:\Users\chris\Dropbox\Projects\5111 Brummel, Lazar\00 Drawings\5111 Brummel, Lazar MASTER BATH REV 5.pln MAXIMUM FLOOR AREA 60% = 3,717 SF 1,831 SF Changed MAXIMUM LAND COVERAGE 40% = 2,453 SF 2,367 SF Changed SKOKIE, ILLINOIS 60077 STRUCTURAL LOADS BID SET LOADS LIVE LOAD DEAD LOAD ROOF LOADS 30 PSF 12 PSF MARK DATE DESCRIPTION ATTIC LOADS 10 PSF 12 PSF FLOOR LOADS 40 PSF 12 PSF SOIL LOADS (TO BE CONFIRMED BY GC) 1500 PSF BALCONIES AND DECKS 40 PSF 10 PSF STAIRS 40 PSF 10 PSF GUARDRAILS 200 PSF GUARDRAIL INFILL 50 PSF NORTH PRINT DATE DRAWN BY 2/17/2024 CJT COPYRIGHT 2023 TURLEY ARCHITECTS COVER SHEET AND SURVEY A0.1 SHEET 1 OF 15  012345067ÿ937   ÿ      ÿ       ÿ !ÿ"#    ÿ%     $ " ÿ &ÿ" ' &ÿ ()*+ ()*ÿ-(./0ÿ1203)).40 *5* 637)889: ; 2 6(+ 6(0<ÿ(**3::ÿ=ÿ081/30ÿ4(43)ÿ<8/73) 85* 6(0<+ 067 2 2 iiidjFXVIQOLEIVQdVJP 6(> 6(0<ÿ(**3::8);ÿ=ÿ08?3/ÿ6() 85* 6(0<+ 067 2 2 iiidjFXVIQOLEIVQdVJP 6(@ 6(0<ÿ(**3::8);ÿ=ÿ08?3/ÿ6() 85* 6(0<+ 067 2 2 iiidjFXVIQOLEIVQdVJP 6(A 6(0<ÿ(**3::8);ÿ=ÿ<88B: 85* 6(0<+ 067 2 2 iiidjFXVIQOLEIVQdVJP *(6+ *(61230:ÿ=ÿB10*<32 *5* :33ÿ*(61230);ÿ7)(?12C: 2 2 *(6> *(61230:ÿ*.6613: *5* :33ÿ*(61230);ÿ7)(?12C: 2 2 *(6@ *(61230ÿ=ÿ6(0<)889 *5* :33ÿ*(61230);ÿ7)(?12C: 2 2 *(6D *(61230:ÿ=ÿ91:* *5* :33ÿ*(61230);ÿ7)(?12C: 2 2 *<? *8/7ÿ(27ÿ<80ÿ?(03)ÿ71:432:3) B10*<32 -EFGHIÿ4JKLMNIOÿ*NEJPIÿ<JQÿRÿ-LKQIEIOÿ*JKOÿ?FQIEÿ7LMSIGMIEÿ=ÿ/6+TTUU 8FMLMÿ4EJ:IKIVQÿ)+4ÿ?FQIEÿ*NLKKIEÿ+ÿC4< WXLVHÿRÿ<JQÿ(<=+YUU=*ÿ1GMQFGQÿ<JQÿ?FQIEÿ7LMSIGMIE *04+ *8.203)ÿ084 *5* B10*<32 067 2 2 *04T *8.203)ÿ084 *5* 6(0<+ 067 2 2 7?+ 71:<?(:<3) 85* B10*<32 T>Z <80ÿ?(03)[ÿC-1ÿ++U\[ÿ7)(12 2 2 klmnÿkppqrstuvwÿstxÿyqvumz{truwÿ|m{zvÿ}ÿ~vzr€vzsm{zwÿkppqrstuvwÿ‚ƒw 3-+ 3]<(.:0ÿ<887 85* B10*<32 ^34<;)ÿ<.))1*(23 (BT@YD*? 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Td@Zÿ]ÿd@Z ?<103 0)(2:-8)93)ÿ=ÿ+TU\ 2 2 „„„ †k‡ˆ|‰Š‡ /]+ /1C<0ÿ=ÿ3]1:012C *5* \()13: 2 2 9(+ 91:*ÿ(**3::8);ÿ=ÿ*.6613ÿ<88B: 85* 9.7)889 4)8\1737ÿ6;ÿ8?23) 2 2 iiidjFXVIQOLEIVQdVJP 9(T 91:*ÿ(**3::8);ÿ=ÿ*(6ÿ<()7?()3 85* B10*<32 4)8\1737ÿ6;ÿ8?23) 2 2 iiidjFXVIQOLEIVQdVJP 9(Y 91:*ÿ(**3::8);ÿ=ÿ*(6ÿ<()7?()3 85* 9.7)889 4)8\1737ÿ6;ÿ8?23) 2 2 iiidjFXVIQOLEIVQdVJP 9(> 91:*ÿ(**3::8);ÿ=ÿ*(6ÿ<()7?()3 85* 6(0<+ 4)8\1737ÿ6;ÿ8?23) 2 2 iiidjFXVIQOLEIVQdVJP TURLEY ARCHITECTS 9(@ 91:*ÿ(**3::8);ÿ=ÿ*(6ÿ<()7?()3 85* */8:30+ 4)8\1737ÿ6;ÿ8?23) 2 2 iiidjFXVIQOLEIVQdVJP CHRISTOPHER TURLEY 4916 N. FAIRFIELD AVE 93*<ÿ5ÿ9:33ÿ93*<(21*(/ÿ:*<37./3 *5* 2 2 CHICAGO, ILLINOIS 60625 91/+ 91//?8)Bÿ=ÿ6(:3ÿ0)19 *5* \()13: 067 2 2 CHRIS.TURLEY@TURLEYARCHITECTS.COM 91/T 91//?8)Bÿ=ÿ788)ÿ0)19 *5* \()13: 067 2 2 847 492-1617 91/Y 91//?8)Bÿ=ÿ?1278?ÿ0)19 *5* \()13: 067 2 2 91/@ 91//?8)Bÿ=ÿ:0(1)ÿ<(27)(1/ *5* \()13: 067 2 2 91/D 91//?8)Bÿ=ÿ6(/.:03) *5* \()13: 067 2 2 91)+ 91))8) 85* 6(0<+ 4)8\1737ÿ6;ÿ8?23) 2 2 9?+ 91*)8?(\3 85* B10*<32 4)8\1737ÿ6;ÿ8?23) 2 2 klmnÿkppqrstuvwÿstxÿyqvumz{truwÿ|m{zvÿ}ÿ~vzr€vzsm{zwÿkppqrstuvwÿ‚ƒw 4(2+ ?(:<12Cÿ9(*<123ÿ4(2 *5* -/887:(\3) ?944TA ?946TA )3W.1)3:ÿ-/88)ÿ7)(12 2 2 klmnÿkppqrstuvwÿstxÿyqvumz{truwÿ|m{zvÿ}ÿ~vzr€vzsm{zwÿkppqrstuvwÿ‚ƒw EXP 2024 420+ 4(120 *5* \()13: 632eÿ988)3 2 2 420T 4(120 *5* \()13: 632eÿ988)3 2 2 RENOVATION AND ADDITION 420Y 4(120 *5* \()13: 632eÿ988)3 2 2 420> 4(120 *5* \()13: 632eÿ988)3 2 2 )3-+ )3-)1C3)(08) 85* B10*<32 4)8\1737ÿ6;ÿ8?23) 2 2 klmnÿkppqrstuvwÿstxÿyqvumz{truwÿ|m{zvÿ}ÿ~vzr€vzsm{zwÿkppqrstuvwÿ‚ƒw )-+ )88-ÿ=ÿ:<12C/3: *5* 3]03)18) C(-ÿ01963)03]ÿ91::182ÿ6)8?2 2 2 LAZAR RESIDENCE MARA AND DANNY LAZAR )-.+ )88-ÿ=ÿ.273)/(;9320 *5* 3]03)18) C(-ÿ:08)9C.()7 2 2 )2C+ )(2C3 *5* B10*<32 3]1:012C 2 2 NQQSf55SEJOXVQMdgIFSSKLFGVIMdVJP5(SSK4EJOXVQM57LMSFQVNIÈ)3W.3:0h:SIV4FgIR:HX 5111 BRUMMEL STREET :*8+ :98B3ÿ(27ÿ*()682ÿ9828]173ÿ7303* *5* \()13: B1773 B2=*8:9=16 +TU\[ÿ1203)*8223*037[ 2 2 6(003);ÿ6(*B.4 :7+ :98B3ÿ7303*08) *5* \()13: B1773 L+TU_Uÿ +TU\[ÿ1203)*8223*037[ 2 2 C:\Users\chris\Dropbox\Projects\5111 Brummel, Lazar\00 Drawings\5111 Brummel, Lazar MASTER BATH REV 5.pln 6(003);ÿ6(*B.4[ÿ:(-30;ÿ/1C<0 :<?7+ :<8?3)ÿ788) *5* 6(0<+ 067 2 2 SKOKIE, ILLINOIS 60077 :17+ :1712C *5* 3]03)18) <()713ÿ68()7 067 2 2 :B;+ :B;/1C<0 *5* :33ÿ?1278?ÿ:*<37./3 2 2 :2B+ :12B *5* B10*<32 067 2 2 iiidjFXVIQOLEIVQdVJP :4B+ :43(B3): 85* \()13: 4)8\1737ÿ6;ÿ8?23) 2 2 :?+ :?10*<3: *5* \()13: 067 2 2 BID SET :?7 :?10*<3:ÿ=ÿ71993) *5* \()13: 067 2 2 0.6+ 6(0<0.6 *5* 6(0<+ 067 2 2 iiidjFXVIQOLEIVQdVJP MARK DATE DESCRIPTION ?*+ ?(03)ÿ*/8:30ÿb081/30c *5* 6(0<+ 067 2 2 iiidjFXVIQOLEIVQdVJP NORTH PRINT DATE DRAWN BY 2/17/2024 CJT COPYRIGHT 2023 TURLEY ARCHITECTS EQUIP AND FIXTURE SCHEDULES A0.2 SHEET 2 OF 15  A. P. SURVEYING COMPANY, PC. 2121 PARKVIEW COURT WILMETTE, ILLINOIS 60091 LICENSE No, 184-003309 PHONE: 847.853.9364 NORTH FAX: 847.853.9391 PROFESSIONAL DESIGN FIRM-LAND SURVEYING CORPORATION E-mail: apsurveying@yahoo.com PLAT OF SURVEY OF THE WEST 20 FEET OF LOT 2 AND LOT 3 (EXCEPT THE WEST 5 FEET THEREOF) ALL IN BLOCK 8 IN NILES CENTER TERRACE SUBDIVISION IN THE NORTHEAST 1/4 OF SECTION 28, TOWNSHIP 41 NORTH, RANGE 13, EAST OF THE THIRD PRINCIPAL MERIDIAN, BEING 50 FEET OF VACANT PROPERTY LOCATED ON THE SOUTH SIDE OF BRUMMEL, IN COOK COUNTY, ILLINOIS. COMMONLY KNOW AS: : 5111 BRUMMELL STREET, SKOKIE, ILLINOIS. TOTAL NET AREA: 6,194 SQ.FT. = 0.14 ACRE. BRUMMELL ST. 004 EX PAVEMENT 144 sq ft 004 EX DRIVEWAY 218 sq ft Conc. curb Depressed curb Concrete driveway SET CROSS NOTCH FOUND CROSS NOTCH 2.00'N.&ON LINE EXT. Concrete 50.00' Walk 2.00'N.&ON LINE EXT. PRIMARY AREA OF WORK REC.=71.44' 1" walk WEST LINE OF LECLAIRE AVE. '0 89 ° 33 °2 90 6' 59 Concrete driveway " . nc 25.01' Co 25.17' 24.57' 25.49' Fence post 0.10'E. 001 EX FIRST FLOOR 1,346 sq ft Conc. block ret. wall Conc. 001 NEW FIRST FLOOR 1,831 sq ft steps 001 EX IMPERVIOUS FIRST FLOOR Conc. 1,550 sq ft stoop 6.26' 6.72' 13.12' 0.33' 0.35' 6.10' 13.72' 0.66' 4.04' 21.08' PRIMARY AREA OF WORK TURLEY ARCHITECTS 1 1/2 STORY CHRISTOPHER TURLEY Chain link fence BRICK HOUSE 4916 N. FAIRFIELD AVE WITH BASEMENT UP 38.76' CHICAGO, ILLINOIS 60625 THE EAST LINE OF THE WEST 20 FEET OF LOT 2 #5111 THE EAST LINE OF THE WEST 5 FEET OF LOT 3 13.00' UP 4.05' CHRIS.TURLEY@TURLEYARCHITECTS.COM 847 492-1617 123.89' Concrete 17.67' 123.89' patio 6.27' 14.35' 2.49' 3. 3 3' 17.00' Wood. 35' 5.14' 3. steps Fence post 0.28'E. Chain link fence PRIMARY AREA OF WORK EXP 2024 Fence post 0.54'E. Fence post 0.26'W. 30.00' 20.00' 33'-9 1/4" Wood. fence RENOVATION AND ADDITION 32.67' Overhead wires 30.29' walk TREE LOT 3 18"Ø LOT 2 EX GENERATOR Fence post 0.29'E. 008 DECK 267 sq ft Stone area Chain link fence LAZAR RESIDENCE MARA AND DANNY LAZAR PRIMARY AREA OF WORK 22.53' 24.17' 3.30' Chain link fence Fence post 0.37'N.&0.27'E. Fence post 0.44'N.&0.50'E. 5111 BRUMMEL STREET 1'-0" 1'-0 3/4" 2'-6" 22.23' FRAME GARAGE 22.25' Fence post 1.56'N.&0.12'W. UP Concrete Fence post 0.33'N.&on line Chain link fence 17'-2 3/4" 16'-9 3/4" 4'-6 3/4" Fence post 1.50'N.&0.27'E. " C:\Users\chris\Dropbox\Projects\5111 Brummel, Lazar\00 Drawings\5111 Brummel, Lazar MASTER BATH REV 5.pln 89 1 3.29' °2 3'0 6' °3 004 NEW/EX PAVEMENT 59 24.18' 90 2'-6" 120 sq ft "' 22.52' 5.08' 4.92' Concrete SKOKIE, ILLINOIS 60077 pavement PRIMARY AREA OF WORK PRIMARY AREA OF WORK SET IRON ROD 50.00' Power pole SET IRON ROD AT PROP. CORNER AT PROP. CORNER 000 SITE 6,194 sq ft 16 FEET PUBLIC ALLEY (GRAVEL) BID SET 004 EX PAVEMENT 122 sq ft THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT MARK DATE DESCRIPTION ILLINOIS MINIMUM STANDARDS FOR A BOUNDARY SURVEY. 42'-11 3/4" 099 EX GARAGE DISTANCES ARE MARKED IN FEET AND DECIMAL PART THEREOF. 536 sq ft BUILDING LINES AND EASEMENTS ARE SHOWN ONLY WHERE THEY ARE SO RECORDED IN THE MAPS, OTHERWISE REFER TO THE BEARING BASIS, AND COORDINATE DATUM IF USED IS ASSUMED. YOUR DEED OR ABSTRACT. I HAVE MADE NO INDEPENDENT SEARCH OF THE RECORDS FOR EASEMENTS, COMPARE ALL POINTS BEFORE BUILDING BY SAME AND ENCUMBRANCES, OWNERSHIP OR ANY OTHER FACTS WHICH AN ACCURATE AND AT ONCE REPORT ANY DIFFERENCE. CURRENT TITLE SEARCH MAY DISCLOSE AS PART OF THIS SURVEY, BUT HAVE State of Illinois RELIED UPON THE INFORMATION SUPPLIED TO ME BY THE OWNER'S REPRESENTATIVE. County of Cook ss I ALSO STATE THAT A TITLE COMMITMENT WAS NOT FURNISHED FOR THIS SURVEY. DIMENSIONS ARE NOT TO BE ASSUMED FROM SCALING. We, AP SURVEYING COMPANY, PC. do hereby NORTH certify that we have surveyed the above described property and that, PRINT DATE DRAWN BY 23-9844 to the best of our knowledge the plat hereon drawn is an accurate Order No. representation of said survey. 2/17/2024 CJT Scale: 1 inch = 16 feet. COPYRIGHT 2023 TURLEY ARCHITECTS Date: August 26, 2023. Ordered by: TURLEY ARCHITECTS PROF. IL. LAND SURVEYOR No. _____________ N.S. SITE PLAN License Expiration: November 30, 2023. 1 PLAT OF SURVEY SCALE: 1/16" = 1'-0" 2 SITE PLAN SCALE: 1/8" = 1'-0" C0.1 SHEET 3 OF 15  WINDOW SCHEDULE WINDOW LOCATION / DESCRIPTION MANUFACTURER U FACTOR NFRC WINDOW TYPE WINDOW WINDOW APPROX AREA EGRESS GLAZING GAS FILL LOW E WINDOW EXT WINDOW EXT WINDOW INT WINDOW INT FRAME EXT FRAME EXT FRAME INT FRAME INT ACCESSORY GRILLES SCREEN COLOR REMARKS NO. WIDTH HEIGHT WINDOW COATING MATL FINISH MATL FINISH MATL FINISH MATL FINISH 1.0 102 KITCHEN ANDERSEN DOUBLE HUNG 30 IN 60 IN 12.50 SF YES DOUBLE ARGON YES CLAD STANDARD WOOD PREFIN CLAD STANDARD WOOD PREFIN SCREEN NO MATCH FRAME COLOR COLOR OR WHITE 1.3 101 SOLARIUM ANDERSEN AWNING 36 IN 24 IN 6.00 SF NO DOUBLE ARGON YES CLAD BLACK WOOD PREFIN CLAD BLACK WOOD PREFIN SCREEN NO MATCH FRAME OR WHITE 1.4 101 SOLARIUM ANDERSEN 1.5 101 SOLARIUM ANDERSEN SAME AS 1.3 EXISTING ROOF 1.6 101 SOLARIUM ANDERSEN EXISTING ROOF 1.7 101 SOLARIUM ANDERSEN AWNING 36 IN 24 IN 30 SF NO DOUBLE ARGON YES CLAD BLACK WOOD PREFIN CLAD BLACK WOOD PREFIN SCREEN FOR NO MATCH FRAME CASEMENT 84 IN 24 IN AWNING AND OR WHITE PICTURE 24 IN 60 IN CASEMENT 1.8 101 SOLARIUM ANDERSEN SAME AS 1.8 2.0 206 NEW BATH ANDERSEN CASEMENT 18 IN 36 IN 4.50 SF NO DOUBLE ARGON YES CLAD WHITE WOOD PREFIN CLAD WHITE WOOD PREFIN 1/2 SCREEN NO MATCH FRAME OR WHITE 2.1 206 NEW BATH ANDERSEN SAME AS 2.0 2.2 206 NEW BATH ANDERSEN AWNING 30 IN 18 IN 3.75 SF NO DOUBLE ARGON YES CLAD BLACK WOOD PREFIN CLAD BLACK WOOD PREFIN SCREEN NO MATCH FRAME OR WHITE 2.3 206 NEW BATH ANDERSEN 2.4 206 NEW BATH ANDERSEN SAME AS 2.2 2.5 206 NEW BATH ANDERSEN 2.6 205 NEW CLST ANDERSEN DBL TILT AND MATCH FRAME 48 48 16 YES DOUBLE ARGON YES CLAD WHITE WOOD PREFIN CLAD WHITE WOOD PREFIN 1/2 SCREEN NO WASH DH OR WHITE SK1 102 KITCHEN VELUX FIXED CURB 25.5 49.5 8.77 NO LOW E / ARGON YES MTL BLACK MTL WHITE MTL BLACK MTL WHITE NA NA NA FCM2246 2 0 05 MTD SKYLIGHT TEMPERED WINDOW NOTES: 1 WINDOW VENDOR IS TO CONFIRM THAT THE ABOVE DESCRIPTION AND CONFIGURATION IS CORRECTLY DESIGNATED AND IS TO SEND THE ORDER LIST TO THE ARCHITECT AND CONTRACTOR FOR REVIEW PRIOR TO ORDERING 2 SIZES SHOWN ABOVE ARE NOMINAL NOT ACTUAL SIZES. WINDOW VENDOR IS TO PROVIDE THE CONTRACTOR WITH THE ROUGH OPENING SIZES. 3 CONTRACTOR IS TO VERIFY ALL OPENINGS PRIOR TO ORDERING. 4 ALL OPERABLE WINDOWS ARE REQUIRED TO HAVE A CHILD LOCK. EGRESS WINDOWS TO HAVE A CHILD LOCK THAT CAN BE REMOVED WITHOUT A KEY OR TOOL (CABO). 5 SAFETY GLAZING MATERIALS ARE REQUIRED UNDER THE FOLLOWING CONDITIONS: AS REQUIRED BY CODE AND WHERE SPECIFICALLY NOTED ON DRAWINGS GLAZING IN ALL DOORS AND FIXED OR OPERABLE PANELS ADJACENT TO DOORS GLAZING IN SKYLIGHTS AND ROOF WINDOWS GLAZING IN ENCLOSURES FOR TUBS, STEAM ROOMS, POOLS, AND SHOWERS WHERE THE BOTTOM EXPOSED EDGE OF GLAZING IS LESS THAN 60” ABOVE A STANDING SURFACE GLAZING IN GUARDS, RAILINGS, ADJACENT TO LANDINGS, RAMPS, AND STAIRWAYS SAFETY GLAZING IS NOT REQUIRED FOR MIRRORS ROOF DEMO 4 SCALE: 1/4" = 1'-0" TURLEY ARCHITECTS CHRISTOPHER TURLEY 4916 N. FAIRFIELD AVE CHICAGO, ILLINOIS 60625 CHRIS.TURLEY@TURLEYARCHITECTS.COM 847 492-1617 EXP 2024 UP LFL2 RENOVATION AND ADDITION REMOVE DOOR AND STAIRS HP2 MARA AND DANNY LAZAR 3'-8 1/2" LAZAR RESIDENCE 5111 BRUMMEL STREET REMOVE GUARDRAIL SAN 1'-1 1/2" 0'-6 1/2" UP C:\Users\chris\Dropbox\Projects\5111 Brummel, Lazar\00 Drawings\5111 Brummel, Lazar MASTER BATH REV 5.pln 1 2 3 4 5 7 6 UP REMOVE COLUMN BASES 8 SKOKIE, ILLINOIS 60077 9 REMOVE GLASSBLOCK AND REPAIR OPENING, PAINT REMOVE CLOSET UP UP AKRON PRODUCTS 3" GAUGE 11 REMOVE GLASS BLOCK OPENING FIXED LENGTH COLUMN #DrgID NEW FOOTING 2'-0" X 2'-6" X 1'-0" WITH #LayID GAS (3) NO.5 REBAR EACH DIRECTION SAN BID SET MARK DATE DESCRIPTION REMOVE LOAD BEARING WALL ICE DEPRESSED AREA FOR ACCESS HATCH REMOVE ALL FINISHES, ELECTRICAL, MECHANICAL, AND PLUMBING NORTH PRINT DATE DRAWN BY #DrgID #LayID 2/17/2024 CJT REMOVE STAIRS COPYRIGHT 2023 TURLEY ARCHITECTS 4 S1.2 UP DEMOLITION AND #DrgID #LayID WINDOW SCHEDULE 3 2nd FLR DEMOLITION SCALE: 1/4" = 1'-0" 2 1st FLR EXISTING AND DEMO SCALE: 1/4" = 1'-0" EX GENERATOR 1 BSMT DEMOLITION SCALE: 1/4" = 1'-0" A1.0 SHEET 4 OF 15  DOOR SCHEDULE DOOR LOCATION / MANUFACTURER STYLE REQ'D EGRESS DOOR DOOR NFRC GLASS DOOR EXT MATL DOOR EXT DOOR INT DOOR INT FRAME EXT FRAME EXT FRAME INT FRAME INT THRESHOLD THRESHOLD HARDWARE REMARKS NO. DESCRIPTION DOOR? WIDTH HEIGHT ENERY FINISH MATL FINISH MATL FINISH MATL FINISH MATERIAL FINISH DESIGNATION 0.1 CRAWLSPACE CUSTOM - EXT PLYWOOD WITH SINGLE SWING NO 24 IN 24 IN NA NA WD WD WD WD WD WD WD WD WD WD DEADBOLT RIGID INSULATION ADHERED 1.0 101 SOLARIUM ANDERSON MULTI GLIDE NO 144 IN 80 IN 0.28 LOW E, MTL CLAD MTL CLAD WD TBD CLAD COLOR TBD WD TBD MTL FACTORY SATIN NICKEL ARGON STANDARD ESSENTIAL 1.1 101 SOLARIUM WOOD HARBOR, WOOD PORT, OR POCKET NO 36 IN 80 IN 0.27 NA WD PTD WD PTD WD PTD WD PTD WD NO SATIN NICKEL APPROVED EQUIV THRESHOLD ESSENTIAL 1.3 104 MUDROOM ANDERSEN SINGLE SWING NO 36 IN 80 IN 0.27 LOW E, LOW E GLASS MTL CLAD WD PTD CLAD PTD WD PTD MTL FACTORY SATIN NICKEL ARGON /CLAD ESSENTIAL 1.4 105 GARAGE THERMATRU SMOOTH STAR SINGLE SWING NO 30 IN 80 IN 0.65 NA FIBERGLASS PTD FIBERGLASS PTD FIBERGLASS PTD FIBERGLASS PTD MANUF FACTORY EXTERIOR INSULATED FIBERGLASS DOOR 2.0 205 NEW CLST GENERIC SINGLE PANEL MDF SINGLE SWING NO 36 IN 80 IN NA NA WD PTD WD PTD WD PTD WD PTD WD NO CLOSET DOOR THRESHOLD 2.1 206 NEW BATH GENERIC SINGLE PANEL MDF SINGLE SWING NO 36 IN 80 IN NA NA WD PTD WD PTD WD PTD WD PTD WD STAINED BATH DOOR 2./2 206 NEW BATH GENERIC SINGLE PANEL MDF SINGLE SWING NO 24 IN 80 IN NA NA WD PTD WD PTD WD PTD WD PTD WD STAINED BATH DOOR DOOR NOTES: 1 DOOR VENDOR IS TO CONFIRM DIMENSIONS AND CONFIGURATION AND IS TO SEND THE ORDER LIST TO THE ARCHITECT AND CONTRACTOR FOR REVIEW PRIOR TO ORDERING 2 SIZES SHOWN ABOVE ARE NOMINAL NOT ACTUAL SIZES. DOOR VENDOR IS TO PROVIDE THE CONTRACTOR WITH THE ROUGH OPENING SIZES. 3 CONTRACTOR IS TO VERIFY ALL OPENINGS PRIOR TO ORDERING. CLOSET SCHLAGE THREE SATIN NICKEL SQUARE HINGES, SATIN NICKEL MERANO CLOSET AND HALL LOCK, HINGE PIN BUMPER BATH SCHLAGE THREE SATIN NICKEL SQUARE HINGES, SATIN NICKEL MERANO BATH LOCK, HINGE PIN BUMPER EXTERIOR SCHLAGE SATIN FINISH MERANO LEVER WITH KEYED ENTRY LOCK, THREE SATIN NICKEL FINISH SQUARE HINGES, SINGLE CYLINDER SATIN NICKEL DEADBOLT, HINGE PIN BUMPER 1 A6.1 1 A6.1 PRIMARY AREA OF WORK PRIMARY AREA OF WORK 0'-10" 0'-4 3/4" 0'-4 3/4" 4'-2 3/4" 4'-9 1/2" 1'-9" 108 MECH / STOR 184 sq ft 002 OPTION 1 54 sq ft 105 GARAGE 239 sq ft LFL1 LFL2 SD -3'-0" PRIMARY AREA OF WORK COAT HOOKS ON EX MASONRY WALL PRIMARY AREA OF WORK SAN 1.4 NEW FURRED WALL WITH PTD 5/8" 4 GWB AND 3" CLOSED CELL SPRAY UP LR1 TIMER FOAM INSULATION 1 2 3 4 5 7 LSCR TURLEY ARCHITECTS 6 8 9 LSC2 UP SD/CO -3'-0" 4'-0 1/2" CHRISTOPHER TURLEY EF3 AKRON PRODUCTS 3" GAUGE 11 LR1 9 1'-2 1/2" 4916 N. FAIRFIELD AVE FIXED LENGTH COLUMN 0'-0" UP 104 MUDROOM 1.3 4 82 sq ft 11 A5.1 10 3 CHICAGO, ILLINOIS 60625 LR1 A6.1 NEW FOOTING 2'-0" X 2'-6" X 1'-0" WITH LR1 LSM1 CHRIS.TURLEY@TURLEYARCHITECTS.COM 12 (3) NO.5 REBAR EACH DIRECTION 847 492-1617 7'-2 1/4" SD (4) LUC1 (4) LUC1 4 SAN GAS RANGE -3'-0" TIMER 3 (4) LUC2 W D 33 0'-4 3/4" 003 OPTION 2 LR1 LR1 LR1 1 53 sq ft DEPRESSED AREA FOR ACCESS HATCH ICE SEE S.1 FOR A5.1 2 REF EXP 2024 FOUNDATION WALL LSM1 LSM1 4 A5.1 3 EX1 6 103 DINING DW 102 KITCH RENOVATION AND ADDITION AND FOOTINGS 144 sq ft 263 sq ft 005 EX BAR LR1 LR1 5 A5.1 7 SKYLIGHT 39 sq ft LR1 LR1 LR1 1 8 8'-8" A6.2 1.0 LR1 LR1 LR1 3 A6.2 004 ELEC / STOR 0'-0" MARA AND DANNY LAZAR 58 sq ft TIMER LAZAR RESIDENCE 3 4'-6" 4'-6" (2) LUC1 REF F (4) LUC1 LR1 1.1 0'-10" 5111 BRUMMEL STREET LSC2 33 SEE S.1 FOR 3 3 0'-0" FOUNDATION WALL C:\Users\chris\Dropbox\Projects\5111 Brummel, Lazar\00 Drawings\5111 Brummel, Lazar MASTER BATH REV 5.pln TIMER AND FOOTINGS EX GENERATOR 1 LR1 LR1 LR1 LR1 A3.1 SKOKIE, ILLINOIS 60077 EX GENERATOR 100 OPEN PORCH 1.3 292 sq ft 2 1.10 A6.2 1.0 LSM1 101 SOLARIUM LR1 LR1 LR1 1.4 16'-9 1/2" 252 sq ft 16'-1" 18'-1 1/4" 9 8'-0" LIGHT TRAY LIGHT TRAY SEE 4/A2.1 12 A5.2 10 BID SET 1.11 SEE 4/A2.1 11 1.5 MARK DATE DESCRIPTION LR1 LR1 LR1 #DrgID #LayID #DrgID #LayID #DrgID #LayID 1.9 1.6 2 GAS A6.1 SOFFIT UP NORTH 1.8 1.7 LSCR 15'-8 3/4" PRINT DATE DRAWN BY 6'-0" NEW LIGHT ON SOFFIT 2/17/2024 CJT 4'-1 3/4" 17'-5" 16'-11 1/2" COPYRIGHT 2023 TURLEY ARCHITECTS 2 A4.1 2 BSMT, FIRST FLOOR A4.1 PLANS, DOOR PRIMARY AREA OF WORK PRIMARY AREA OF WORK SCHEDULE A1.1 PRIMARY AREA OF WORK PRIMARY AREA OF WORK BSMT NEW PLAN 1st FLR RCP 1st FLR NEW PLAN 3 SCALE: 1/4" = 1'-0" 2 SCALE: 1/4" = 1'-0" 1 SCALE: 1/4" = 1'-0" SHEET 5 OF 15  1 A6.1 1'-0" 12:12 SLOPE 12:12 SLOPE 1'-0" 12:12 SLOPE 12:12 SLOPE TYP SOFFIT PTD HARDWOOD 12:12 SLOPE 12:12 SLOPE 12:12 SLOPE (2) LED STRIPS MIN 450 LUMENS PER FOOT AND DIMMABLE 0'-3 1/2" 12:12 SLOPE 12:12 SLOPE EXISTING ROOF 0'-2" EXISTING ROOF 0'-0 3/4" 0'-0 3/4" 0'-3 1/2" 12:12 SLOPE 12:12 SLOPE LIGHT TRAY 4 SCALE: 3" = 1'-0" 12:12 SLOPE 12:12 SLOPE 2:12 SLOPE 12:12 SLOPE 12:12 SLOPE 2:12 SLOPE 12:12 SLOPE 12:12 SLOPE 12:12 SLOPE SEE SECOND FLOOR FOR LOWER ROOF 0'-7 1/2" PRIMARY AREA OF WORK 1 13'-2 3/4" PRIMARY AREA OF WORK A6.1 2.6 0'-7 1/2" LR1 LR1 205 NEW CLST 136 sq ft 5 11'-0 1/4" LSM1 8 A5.2 6 2.5 7 204 EX PRIMARY 203 EX BED 2 181 sq ft LR1 143 sq ft LR1 2.4 3 2.0 S1.2 T T 0'-6 3/4" FLOOR LR1 HP2 D D 2.2 LR1 HP2 2.1 HP2 ROOF 3'-8 1/2" 206 NEW BATH 3 SCALE: 1/4" = 1'-0" TURLEY ARCHITECTS 8'-4 1/2" 104 sq ft 2.3 206 CLST1 1 EF2 8 sq ft CHRISTOPHER TURLEY SD SD LR1 LP1 LR1 4 A5.2 2 4916 N. FAIRFIELD AVE CHICAGO, ILLINOIS 60625 4'-6" 3 SD CHRIS.TURLEY@TURLEYARCHITECTS.COM 2.2 REFINISH LANDING NEW GUARDRAIL 847 492-1617 1'-8 1/2" 1'-1 1/2" 0'-6 1/2" LR1 LR1 0'-7 1/2" 200 EX SECOND 2.0 2.1 595 sq ft 201 BATH UP 200 NEW SECOND 38 sq ft 200 OPEN STAIR WRAP STORMGUARD MIN 12" TIMER 882 sq ft 98 sq ft UP VERTICAL SURFACE TYP EF3 #DrgID EXP 2024 SD #LayID SIM RENOVATION AND ADDITION 11'-3" HVAC COMPRESSOR NEW SADDLE VALLEY OF NEW AND EXISTING ROOFS WITH STORMGUARD LAZAR RESIDENCE MARA AND DANNY LAZAR 3'-10" 4'-11 1/4" 5111 BRUMMEL STREET 202 EX BED 3 SK01 162 sq ft C:\Users\chris\Dropbox\Projects\5111 Brummel, Lazar\00 Drawings\5111 Brummel, Lazar MASTER BATH REV 5.pln #DrgID #LayID WRAP STORMGUARD MIN 12" UP VERTICAL SURFACE TYP SKOKIE, ILLINOIS 60077 #DrgID RAFTERS RS1 #LayID 1:12 SLOPE 5'-0" BID SET 1.0 MARK DATE DESCRIPTION WRAP STORMGUARD OVER EDGE OVERLAP MIN 6" WHITE ALUM 5" X 3.5" GUTTER OUTSIDE FACE OF WALL BELOW NORTH DOWNSPOUT PRINT DATE DRAWN BY #DrgID #DrgID ELECTRICAL MAST 2/17/2024 CJT #LayID #LayID COPYRIGHT 2023 TURLEY ARCHITECTS 2ND FLR PLANS 2'-4 1/2" A1.2 2nd FLR RCP 2nd FLR NEW PLAN 2 SCALE: 1/4" = 1'-0" 1 SCALE: 1/4" = 1'-0" SHEET 6 OF 15  ROOM FINISH SCHEDULE FLOOR WALL FINISH CEILING AREA FLR FINISH NORTH EAST SOUTH WEST FINISH NOTES 101 SOLARIUM 243 1ST WD1 PTD GWB PTD GWB PTD GWB PTD GWB PTD GWB 102 KITCH 263 1ST CT1 PTD GWB PTD GWB PTD GWB PTD GWB PTD GWB SEE FLR FINISH PATTERN 2/A3.1/1 103 DINING 144 1ST SEE FINISH EXISTING PTD GWB PTD GWB PTD GWB PTD GWB PTD GWB 104 MUDROOM 82 1ST FLR1 PTD GWB PTD GWB PTD GWB PTD GWB PTD GWB 105 GARAGE NA 1ST EXISTING NO WORK NO WORK PTD GWB NO WORK NO WORK 106 CLOSET 106 1ST WD1 PTD GWB PTD GWB PTD GWB PTD GWB PTD GWB 205 NEW CLST 135 2ND CARPET PTD GWB PTD GWB PTD GWB PTD GWB PTD GWB 206 NEW BATH 105 2ND CT2 PTD GWB PTD GWB PTD GWB PTD GWB PTD GWB MATERIAL PROVIDED CT1 OWNER GROUT: CT2 OWNER PORCELAIN TILE FLR1 OWNER MARMOLEUM Notes WD1 OWNER STANDARD OAK FLOORING SEALER AND STAIN TO BE DETERMINED Profile Specification Attention: _____________ Dimensions Approval Signature 7/8" x 3" 0.572" 0.625" 0.687" Specie 0.840" MW3-20000 3.250" Part # BASE CASING 4 SCALE: 1:0.99 5 SCALE: 1:1.00 -3'-0" PRIMARY AREA OF WORK PRIMARY AREA OF WORK Customer Part # Specie Dimensions Notes MW3-10058 5/8" x 3-1/4" GFCI Customer Revised Approval Signature Revised 1.4 UP UP TURLEY ARCHITECTS -3'-0" CHRISTOPHER TURLEY 0'-0" 4916 N. FAIRFIELD AVE CHICAGO, ILLINOIS 60625 9 UP UP CHRIS.TURLEY@TURLEYARCHITECTS.COM 11 A5.1 10 1.3 847 492-1617 12 -3'-0" GFCI 220V GFCI FD GAS RANGE GFCI EXP 2024 W D RENOVATION AND ADDITION GAS GFCI 220V LAZAR RESIDENCE MARA AND DANNY LAZAR 1 ICE A5.1 2 REF 5111 BRUMMEL STREET 3 GFCI 4 A5.1 C:\Users\chris\Dropbox\Projects\5111 Brummel, Lazar\00 Drawings\5111 Brummel, Lazar MASTER BATH REV 5.pln DW GFCI 6 GFCI SKOKIE, ILLINOIS 60077 GFCI 5 A5.1 7 GFCI 8 GFCI 1.0 HOT/COLD 0'-0" CHW COLD AND HOT WATER UNITS BID SET MARK DATE DESCRIPTION REF F GFCI F CLOCK ABOVE GFCI GFCI 1.1 NORTH PRINT DATE DRAWN BY GFCI 2/17/2024 CJT 0'-0" COPYRIGHT 2023 TURLEY ARCHITECTS ENLARGED PLANS, GFCI FINISH SCHEDULE AND LAYOUT 2 FIRST FLR PATTERN SCALE: 1/2" = 1'-0" 1 ENLARGED PLAN OF KITCHEN SCALE: 1/2" = 1'-0" A3.1 SHEET 7 OF 15  AREA OF WORK +21'-4" 3 ROOF KITCHEN VENT CONDENSERS ELEC SERVICE MAST FIREPLACE APPLIANCE VENT SKYLIGHT MOTION DETECTION LIGHT GUTTER AND DOWNSPOUT ROOF HARDIBOARD SIDING +8'-9 1/4" 2 2nd FLR MOTION DETECTION LIGHT HARDIBOARD SIDING DATA DEMARC WATER TABLE 2'X2' ACCESS HATCH ±0" ELEC OUTLET 1 1st FLR HARDIBOARD SIDING 0'-7 1/2" -8'-3 1/2" -1 BSMT EAST 3 NORTH 1 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" TURLEY ARCHITECTS CHRISTOPHER TURLEY 4916 N. FAIRFIELD AVE CHICAGO, ILLINOIS 60625 CHRIS.TURLEY@TURLEYARCHITECTS.COM 847 492-1617 VENT EX ROOF STRUCTURE NEW ROOF EXP 2024 RENOVATION AND ADDITION VENT CONDENSERS SKYLIGHT LAZAR RESIDENCE MARA AND DANNY LAZAR LIGHT DOWNSPOUT 5111 BRUMMEL STREET FIREPLACE CHIMNEY C:\Users\chris\Dropbox\Projects\5111 Brummel, Lazar\00 Drawings\5111 Brummel, Lazar MASTER BATH REV 5.pln SCONCE WIDE SHELF SKOKIE, ILLINOIS 60077 NEW DECK WATERTABLE ALIGNED WITH SILL BID SET MARK DATE DESCRIPTION DOWNSPOUT EX GENERATOR PIER FOUNDATION WALL NORTH PRINT DATE DRAWN BY 2/17/2024 CJT COPYRIGHT 2023 TURLEY ARCHITECTS BUILDING ELEVATIONS 2 SOUTH SCALE: 1/4" = 1'-0" A4.1 SHEET 8 OF 15  SEE KITCHEN SEE KITCHEN DESIGNER DESIGNER DRAWINGS FOR DRAWINGS FOR ACCURATE ACCURATE CABINET LAYOUT CABINET LAYOUT KITCHEN KITCHEN KITCHEN ARCHWAY 1 SCALE: 1/2" = 1'-0" 2 SCALE: 1/2" = 1'-0" 3 SCALE: 1/2" = 1'-0" 4 SCALE: 1/2" = 1'-0" SEE KITCHEN DESIGNER DRAWINGS FOR ACCURATE CABINET LAYOUT KITCHEN KITCHEN KITCHEN 5 SCALE: 1/2" = 1'-0" 6 SCALE: 1/2" = 1'-0" 7 SCALE: 1/2" = 1'-0" SKYLIGHT 0'-6" TURLEY ARCHITECTS CHRISTOPHER TURLEY 4916 N. FAIRFIELD AVE CUSTOM CUBBIES CHICAGO, ILLINOIS 60625 CHRIS.TURLEY@TURLEYARCHITECTS.COM EX WINDOW CLEANED AND PAINTED 847 492-1617 PUCK LIGHTS COAT ROD COAT HOOKS POCKET DOOR 8'-6 1/2" OPENING BEYOND UPPER CAB BEYOND SEE KITCHEN EXP 2024 DESIGNER DRAWINGS FOR ACCURATE RENOVATION AND ADDITION CABINET LAYOUT LAZAR RESIDENCE MARA AND DANNY LAZAR 0'-0 1/2" KITCHEN MUDROOM MUDROOM MUDROOM 10 11 5111 BRUMMEL STREET 8 SCALE: 1/2" = 1'-0" 9 SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" C:\Users\chris\Dropbox\Projects\5111 Brummel, Lazar\00 Drawings\5111 Brummel, Lazar MASTER BATH REV 5.pln SKOKIE, ILLINOIS 60077 CUBBIES BID SET 2'-6 3/4" MARK DATE DESCRIPTION PUCK LIGHTS COAT ROD CTOP GRAYBOX 220V NORTH 4'-6" PRINT DATE DRAWN BY 2/17/2024 CJT COPYRIGHT 2023 TURLEY ARCHITECTS FLOODSAVER FLOOR DRAIN INTERIOR ELEVATIONS A5.1 MUDROOM 12 SCALE: 1/2" = 1'-0" SHEET 9 OF 15  EXHAUST FAN 3/8" CUSTOM FRAMELESS SHOWER INSULATED WALLS MEDICINE CABINET PROVIDED BY OWNER LAV PROVIDED BY OWNER EXPOSED BRICK PTD WD LEDGE 6'-3 1/2" BENCH 3'-0" 3'-0" BENCH UNINSULATED LOW WALLS BATH2 BATH2 BATH2 BATH2 1 SCALE: 1/2" = 1'-0" 2 SCALE: 1/2" = 1'-0" 3 SCALE: 1/2" = 1'-0" 4 SCALE: 1/2" = 1'-0" NEW CLST (1) 5 SCALE: 1/2" = 1'-0" TURLEY ARCHITECTS CHRISTOPHER TURLEY 4916 N. FAIRFIELD AVE CHICAGO, ILLINOIS 60625 CHRIS.TURLEY@TURLEYARCHITECTS.COM 847 492-1617 EXP 2024 RENOVATION AND ADDITION NEW CLST NEW CLST NEW CLST SOLARIUM 6 SCALE: 1/2" = 1'-0" 7 SCALE: 1/2" = 1'-0" 8 SCALE: 1/2" = 1'-0" 9 SCALE: 1/2" = 1'-0" LAZAR RESIDENCE MARA AND DANNY LAZAR 5111 BRUMMEL STREET C:\Users\chris\Dropbox\Projects\5111 Brummel, Lazar\00 Drawings\5111 Brummel, Lazar MASTER BATH REV 5.pln SKOKIE, ILLINOIS 60077 BID SET MARK DATE DESCRIPTION NORTH PRINT DATE DRAWN BY 2/17/2024 CJT COPYRIGHT 2023 TURLEY ARCHITECTS INTERIOR SOLARIUM SOLARIUM SOLARIUM ELEVATIONS 10 11 12 A5.2 SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SHEET 10 OF 15  +21'-3 59/64" 3 ROOF +8'-9 1/4" 2 2nd FLR ±0" 1 1st FLR TURLEY ARCHITECTS CHRISTOPHER TURLEY 4916 N. FAIRFIELD AVE FILLED IN OPENING CHICAGO, ILLINOIS 60625 CHRIS.TURLEY@TURLEYARCHITECTS.COM 847 492-1617 EXP 2024 RENOVATION AND ADDITION LAZAR RESIDENCE MARA AND DANNY LAZAR -8'-3 1/2" -1 BSMT 5111 BRUMMEL STREET N-S TRANSVERSE 1 SCALE: 1/2" = 1'-0" C:\Users\chris\Dropbox\Projects\5111 Brummel, Lazar\00 Drawings\5111 Brummel, Lazar MASTER BATH REV 5.pln 1/2" STL PLATE WELDED TO COLUMN SKOKIE, ILLINOIS 60077 STL PIPE COLUMN TO BE ADJUSTED IN HEIGHT TO SUPPORT NEW BEAM STEP FLASHING TO BE SET IN TO MORTAR OF EXISTING AFTER FLOOR LEVEL IS ADJUSTED MASONRY AND SEALED WITH SILICONE SEALANT MASONRY REPAIR CONC FLOOR FOLLOWING SEALANT INSTALLATION OF FOOTING AND STL POST TO LOCK IN NEW HEIGHT BID SET GALV STEP FLASHING MARK DATE DESCRIPTION ±0" NEW ROOF SHINGLES 1 1st FLR NEW CONCRETE FOOTING 2'-0" X 2'-6" X 1'-0" 1'-0" GAF STORMGUARD UNDERLAYMENT 6 MIL MOISTURE BARRIER ±0" 1 1st FLR NORTH PRINT DATE DRAWN BY (3) NO 4. REBAR EACH DIRECTION 2/17/2024 CJT PORCH STAIR COPYRIGHT 2023 TURLEY ARCHITECTS 2 SCALE: 1/2" = 1'-0" BUILDING SECTION FLASHING DETAIL 5 SCALE: 1 1/2"= 1'-0" A6.1 2'-6" MUDROOM COLUMN FOUNDATION 3 SCALE: 1/2" = 1'-0" 4 SCALE: 1 1/2"= 1'-0" SHEET 11 OF 15  REPLACEMENT SHINGLES RD UA G RM O ST NEW ROOF 2' -0 " EX ROOF CLOSED CELL SPRAY FOAM INSULATION 15'-8 17/32" 1- 18 0" "B FL M AS T U L R H SH R IN I O G NG O F MTL FLASHING LE LED TAPE FIXTURE 40# FELTS S 6" MECHANICAL UNIT MTL STORMGUARD 2'-0" UP EX ROOF AND OVERLAPPED 1' ON LOWER ROOF FOR MIN 3' OF COVERAGE 10'-6 3/8" 9'-2 39/64" FIREPLACE APPLIANCE 6'-5 1/4" REMOVE SHEATHING ON EX ROOF AND ATTACH STUDS +21'-4" 3'-2 13/64" BETWEEN EX RAFTERS 3 ROOF ATTACH NEW STUDS TO EX SILL PLATE AND EACH EX RAFTER 1'-5 21/32" EX SILL PLATE ±0" 1 1st FLR VALLEY DETAIL 4 T/FOOTING SCALE: 1 1/2"= 1'-0" NEW SLAB E-W THRU SOLARIUM 2 SCALE: 1/2" = 1'-0" TURLEY ARCHITECTS CHRISTOPHER TURLEY 4916 N. FAIRFIELD AVE CHICAGO, ILLINOIS 60625 CHRIS.TURLEY@TURLEYARCHITECTS.COM +8'-9 1/4" 847 492-1617 2 2nd FLR 0'-9 1/4" 0'-11 1/2" 0'-1 1/4" NEW BEAM NEW CEILING NEW BEAM EXP 2024 RENOVATION AND ADDITION 9'-2 3/4" 8'-0" OUTLETS IN BASE CABINET FOR 8'-0" 8'-0" 8'-0" DISHWASHER AND DISPOSAL LAZAR RESIDENCE MARA AND DANNY LAZAR DISHWASHER 5111 BRUMMEL STREET 2'-4 3/4" C:\Users\chris\Dropbox\Projects\5111 Brummel, Lazar\00 Drawings\5111 Brummel, Lazar MASTER BATH REV 5.pln ±0" 1 1st FLR 0'-9 1/4" 0'-9 1/4" SKOKIE, ILLINOIS 60077 2'-2 3/4" LOOP VENT BID SET 0'-2" MARK DATE DESCRIPTION 7'-6 1/4" NORTH PRINT DATE DRAWN BY 2/17/2024 CJT COPYRIGHT 2023 TURLEY ARCHITECTS -8'-3 1/2" 0'-4" -1 BSMT BUILDING SECTIONS AND DETAILS 1 E-W KITCHEN SCALE: 1/2" = 1'-0" 3 THRU ISLAND SCALE: 1 1/2"= 1'-0" A6.2 SHEET 12 OF 15  MECHANICAL NOTES HEATING TABLE 1. ALL SYSTEMS MUST COMPLY WITH THE CURRENT ENERGY CONSERVATION CODES INCLUDING CONTROLS, TEMPERATURE/HUMIDITY SENSORS, EQUIPMENT, ETC. NOISE LEVEL AT LOT LINE SHALL HEATING SCHEDULE NOT EXCEED 55 DbA. Qty Description Manufacturer Model Heating Capacity (BTU) CFM Electrical Location 2. ALL WORK SHALL CONFORM TO THE CURRENT APPLICABLE CODES AND ORDINANCES. 1 HP1 HEAT PUMP WITH LOW TEMP HEATER TRANE NTXCKS 9,000 TO 18,500 TO 13,700 750 TO 1,449 1200w SOLARIUM 3. ALL ROOMS SHALL BE PROVIDED WITH SUFFICIENT HEAT TO MAINTAIN 70 DEGREES F WHEN IT IS -10 PRO HEAT HEATER CFM 230 1 60Hz ; 20A F OUTDOORS 4. ALL DUCTWORK SYSTEMS TO BE CONSTRUCTED OF SHEET METAL CONFORMING TO SMACNA 1 HP2 HEAT PUMP - DUCTED WITH LOW TRANE NTXDKS 15A112A 9,000 TO 15,000 BTU 353 TO 529 CFM 115v / 60Hz ; 15A NEW CLOSET CONSTRUCTION STANDARDS. TEMP PRO HEAT HEATER 5. ALL DIFFUSERS BY MECHANICAL UNIT MANUFACTURER 6. UNITS SHALL BE LISTED AND LABELED, AND SHALL BEAR A LABEL SHOWING THE MANUFACTURER'S AIR CONDITIONING SCHEDULE NAME AND ADDRESS, THE UNIT'S MODEL NUMBER, THE UNIT'S SERIAL NUMBER, THE UNIT'S MAXIMUM Qty Description Manufacturer Model BTU SEER RATING Electric Data Location Location AND MINIMUM ALLOWABLE OPERATING PRESSURES AND THE TYPES OF HEAT TRANSFER FLUIDS 1 CU1 CONDENSING UNIT FOR BOTH UNITS TRANE NTXMPH24A132A 25,000 17 208 / 230V MIN 21.8 EXTERIOR OUTDOORS COMPATIBLE WITH THE UNIT. THE LABEL SHALL MAKE IT CLEAR THAT THESE SPECIFICATIONS APPLY MAX 35A ONLY TO THE THERMAL STORAGE UNIT. REFRIGERATION SCHEDULE Qty Description Refrigeration Compressor Type / Capacity HP Cooling Type 1 GFF1 CONDENSING UNIT R410A TRANE 2 TONS 1/6 AIR TYPE Each location to have 7 day programmable thermostat PRIMARY AREA OF WORK PRIMARY AREA OF WORK AFI 1" WS AFI T T GFCI HEATED FLOOR FLOOR HP2 D D PRIMARY AREA OF WORK 4 GFCI CLOSETS GFCI TIMER UP LFL2 UTILITY TURLEY ARCHITECTS 1 2 3 4 5 7 6 8 UP 9 CHRISTOPHER TURLEY UP UP 4916 N. FAIRFIELD AVE AKRON PRODUCTS 3" GAUGE 11 TIMER 4 FIXED LENGTH COLUMN CHICAGO, ILLINOIS 60625 CHRIS.TURLEY@TURLEYARCHITECTS.COM GFCI GFCI NEW FOOTING 2'-0" X 2'-6" X 1'-0" WITH (3) NO.5 REBAR EACH DIRECTION 847 492-1617 GAS 220V FD 4 RANGE GFCI TIMER W D GAS 33 GFCI 220V ICE REF GFCI DEPRESSED AREA FOR ACCESS HATCH EXP 2024 DW DW DISPOSAL GFCI GFCI RENOVATION AND ADDITION GFCI GFCI GFCI HOT/COLD CHW COLD AND HOT WATER UNITS REMOVE EXISTING HOSE BIBB AND EXTEND PIPE TO NEW LOCATION THROUGH CRAWLSPACE MARA AND DANNY LAZAR TIMER REF LAZAR RESIDENCE 3 F GFCI CLOCK ABOVE GFCI GFCI GENERATOR PANEL EX 200A ELEC 5111 BRUMMEL STREET GFCI PANEL GFCI 33 3 EX CONDUIT FOR GENERATOR GFCI 3 C:\Users\chris\Dropbox\Projects\5111 Brummel, Lazar\00 Drawings\5111 Brummel, Lazar MASTER BATH REV 5.pln TIMER NEW ELECTRICAL SERVICE CONDUIT IN CRAWLSPACE EX GENERATOR SKOKIE, ILLINOIS 60077 BID SET MARK DATE DESCRIPTION FROST FREE HOSE BIBB HB1 DOWNSPOUT NEW METER AND DISCONNECT LOCATION NEW TELEPHONE AND CABLE INPOP NEW METER AND DISCONNECT GAS GFCI GFCI GFCI UP NORTH PRIMARY AREA OF WORK PRINT DATE DRAWN BY 2/17/2024 CJT COPYRIGHT 2023 TURLEY ARCHITECTS FLOOR PLANS AND NOTES PRIMARY AREA OF WORK PRIMARY AREA OF WORK 3 2nd FLR MECH ELEC SCALE: 1/4" = 1'-0" 2 1ST FLR MECH POWER SCALE: 1/4" = 1'-0" 1 BSMT MECH POWER SCALE: 1/4" = 1'-0" MEP1.1 SHEET 13 OF 15  ROOF NEW GUTTER BUR ROOFING ON 40# ASPHALTIC TAR PAPER ON STRUCTURAL SCHEDULE 1/2" EXT GRADE SHEATHING ATTACHED TO 2X10@16"O.C. WITH 1/2" PTD GWB SEE ROOF PLAN FOR ICE AND WATER SHIELD KITCHEN Live Dead Trib Beam LIve Dead BEAM A Load Load Depth Length Load Load 2ND FLOOR LOAD 40 psf 12 psf 12.3' 8.7' 4248# 1274# REPLACEMENT SHINGLES EX ROOF LOAD 30 psf 12 psf 6.0' 8.7' 1561# 624# LVL (2) 1.75" X 9.5" 2.0E 2800Fb NEW ROOF LOAD 30 psf 12 psf 6.3' 8.7' 1626# 650# RD UA G Subtotal 7435# 2549# O RM Total 9984# " ST -0 2' HARDIBOARD SIDING KITCHEN Live Dead Trib Beam LIve Dead 1- 18 0" BEAM B Load Load Depth Length Load Load "B FL M GALV MTL FLASHING 2ND FLOOR LOAD 40 psf 12 psf 12.7' 10.7' 5408# 1622# AS TL U LVL (2) 1.75" X 9.5" 2.2E 2800Fb R TYVEK ON EXT GRADE SHEATHING EX ROOF LOAD 30 psf 12 psf 12.7' 10.7' 4056# 1622# H S R IN HI LED LR1 LIGHT - DO NOT SUBSTITUTE CAN O Subtotal 9463# 3245# G N O G F PTD 1X HARDIBOARD FASCIA CLOSE OFF WITH 2X HARDI STARTER STRIP Total 12708# MTL FLASHING LE AND 1/2" HARDIBOARD SOFFIT 40# FELTS S 6" M HARDI ACCESSORY TRIM TL STORMGUARD 2'-0" UP EX BEAM ROOF AND OVERLAPPED 1' ON MATCH PROFILE OF WINDOW BP1 PORCH (2) 2X10 LOWER ROOF FOR MIN 3' OF SILLS AND STOOLS COVERAGE BS1 SOLARIUM (2) 1.75X12.5 NEW CUSTOM PTD WOOD LIGHT TRAY WITH (2) LED STRIPS JOIST (2) 2X10 HEADER JK1 KITCHEN 2X8@16" O.C. SEALANT JP1 PORCH 2X8 @ 16" O.C. JS1 SOLARIUM 2X12 @ 16" O.C. WATERTABLE DETAIL 6 SCALE: 3" = 1'-0" RAFTERS RS1 SOLARIUM 2X10 @ 16" O.C. RA1 2ND FLR ADDITION 2X10 @ 16" O.C. REMOVE SHEATHING ON EX ROOF AND ATTACH STUDS BETWEEN EX RAFTERS ATTACH NEW STUDS TO EX SILL PLATE AND EACH EX RAFTER EX SILL PLATE PRIMARY AREA OF WORK 6' 8'-6" VALLEY DETAIL 7 SCALE: 1 1/2"= 1'-0" WATER TABLE TRIM SEE 6/S1.1 OUTLET EXTERIOR WALL HARDIBOARD SIDING ON 1/2" EXT GRADE PLYWD WITH TYVEK OR EQUIV VAPOR BARRIER ON ON 2X6@16"O.C. STUD WALL WITH R21 BATT INSULATION, WITH 1/2" PRD GWB GRADE 0'-0" TURLEY ARCHITECTS PRIMARY AREA OF WORK CHRISTOPHER TURLEY 1.4 UP 4916 N. FAIRFIELD AVE CHICAGO, ILLINOIS 60625 BEAM BEYOND NEW INSULATED NON-LOAD 1 2 3 4 5 67 CHRIS.TURLEY@TURLEYARCHITECTS.COM 847 492-1617 8 BEARING WALL 9 UP 4 1'-4" 4'-1 1/2" UP AKRON PRODUCTS 3" GAUGE 11 FIXED LENGTH COLUMN DEPRESSED FOUNDATION WALL FOR DOOR NEW FOOTING 2'-0" X 2'-6" X 1'-0" WITH (3) NO.5 REBAR EACH DIRECTION FURRING TREATED 2X6 SILL 2'-6" ATTACHED WITH INSTALL MOISTURE BARIER OVER EXISTING 3/8"X12" THREADED ELEC CONDUIT CONC SLAB AND RIPPED 2X8S TO CREATE LEVEL ANCHOR ROD CAST IN 4 PLACE. ANCHORS FLR CONTINUOUS WITH STAIR LANDING. 2'-0" A6.1 EVERY 32" O.C. AND EXP 2024 MIN 12" FROM EACH CORNER. +/- 1'-10 23/32" AKRON PRODUCTS 3" GAUGE 11 RENOVATION AND ADDITION FIXED LENGTH COLUMN EXTEND SIDING AND DEPRESS FOUNDATION WALL FOR NEW 8'-8 3/4" KITCHEN BEAM B PLYWD MIN 1" BELOW FOAM SILL SEALER OPENING DEPRESSED AREA FOR ACCESS HATCH JOINT AND ADD BEAD OF CONTINUOUS JK1 JOIST @16" O.C. SILICONE SEALANT KITCHEN BEAM A 2" UNREINFORCED CONCRETE SLAB 10'-8" LAZAR RESIDENCE MARA AND DANNY LAZAR 6 1/64" 12'-9" TRIBUTARY AREA 12'-2 3/4" TRIBUTARY AREA 5111 BRUMMEL STREET 11'-3" 12'-7" 33'-7 1/2" C:\Users\chris\Dropbox\Projects\5111 Brummel, Lazar\00 Drawings\5111 Brummel, Lazar MASTER BATH REV 5.pln 1.1 4 34'-3 1/2" SKOKIE, ILLINOIS 60077 8" TREATED JOIST JI TO BE ATTACHED TO WALL WITH HILTI KWIK BOLT TZ2 WEDGE ANCHOR @16 O.C.. JOISTS ATTACHED WITH SIMPSON LB210AZ TOP MOUNTED HANGAR. 8'-3 1/2" 4 8'-5 1/2" DBL JOIST TO BE ATTACHED TOGETHER WITH EX GENERATOR 2'-6" 10D @9" O.C. IN STAGGERED DBL ROW TYP. NO. 5 REBAR @24" O.C. 1'-4" FOOTING FOOTING TO BE P.I.P. CONC 24" X 12" @ 3'-6" B/ BID SET 16'-4 1/2" CLEAR JOIST SPAN GRADE AND REINFORCED WITH (3) NO. 5 BEAM BS1 0'-8" REBAR HORIZONTALLY NOT LESS THAN 3" BEAM BP1 4'-3 3/4" 7'-11 3/4" 9'-1" FROM ANY EDGE. SEE 3/S1.1 3 3 FOUNDATION WALL S1.1 MARK DATE DESCRIPTION 16'-7 1/2" S1.1 FOUNDATION WALL TO BE 8" P.I.P CONC AND TO EXTEND 6" A/GRADE. WALL TO HAVE (4) 14'-4" NO.5 REBAR HORIZONTAL TOP AND BOTTOM (4) NO. 5 REBAR WITH 15'-0" AND (1) NO.5 VERTICAL REBAR @ 24" O.C. MAX LOAD AREA 40SF 1'-4" (1) NO.5 REBAR @32" LL 60PSF DL 12PSF O.C. 16'-8 1/4" 8'-0" 9" X 4' CONC PIER WITH (3) NO. 5 REBAR 0'-8" 0'-8" 0'-10 1/2" 9" NORTH VERTICAL. PIER TO BE 6" A/GRADE. SEE 2/ 1' S1.1 FOR FRAMING. TYP. JP1 TREATED JOISTS @16" O.C. 2x6 SILL BELOW PRINT DATE DRAWN BY 0'-8" 0'-8" 0'-8" JS1 JOIST @16" O.C. 2/17/2024 CJT COPYRIGHT 2023 TURLEY ARCHITECTS 3" 3" 6" 6" 6" 3" UP 17'-1 1/2" FOUNDATIONS AND 17'-6 1/4" 16'-9" 2' 18'-1" FIRST FLOOR 3 WALL SECTION SCALE: 1 1/2"= 1'-0" 2 1st FLR (3) SCALE: 1/4" = 1'-0" 1 BSMT SCALE: 1/4" = 1'-0" S1.1 SHEET 14 OF 15  CRAWLSPACE EX GRADE/TOP OF CONCRETE SLAB T/ NEW FOUNDATION WALL +21'-4" 3 ROOF EXISTING FOUNDATION WALL NEW FOUNDATION WALL (3) NO. 4 X 12" REBAR INSTALLED WITH EPOXY ANCHOR IN EXISTING WALL AND CAST IN PLACE IN NEW FOUNDATION WALL FOOTING BSM T FOUNDATION WALL DETAIL 4 SCALE: 1/2" = 1'-0" PRIMARY AREA OF WORK 2.6 1'-0" 12'-2" +8'-9 1/4" 2 2nd FLR 1'-0" 2.5 2.4 EXISTING ROOF CLOSET 2.0 3 JK1 JOISTS @16" O.C. EXISTING ROOF SCALE: 1/2" = 1'-0" 2.2 2.1 TURLEY ARCHITECTS 2.3 CHRISTOPHER TURLEY 4916 N. FAIRFIELD AVE CHICAGO, ILLINOIS 60625 CHRIS.TURLEY@TURLEYARCHITECTS.COM 2.2 847 492-1617 2.0 2.1 UP KNEE WALL ON EX EXP 2024 MASONRY WALL RENOVATION AND ADDITION 11'-3" SEE SECOND FLOOR FOR LOWER ROOF 112 20/12 112 20/12 132 sq ft 113 40/12 113 40/12 118 sq ft 110 sq ft 110 sq ft 2X12 FLAT ON EX LAZAR RESIDENCE MARA AND DANNY LAZAR ROOF SHEATHING 3'-10" 4'-11 1/4" 5111 BRUMMEL STREET SK01 C:\Users\chris\Dropbox\Projects\5111 Brummel, Lazar\00 Drawings\5111 Brummel, Lazar MASTER BATH REV 5.pln OPENING FOR SKYLIGHT TO BE SKOKIE, ILLINOIS 60077 CENTERED ON WINDOW BELOW RAFTERS RS1 BID SET BLOCKING AT OUTSIDE EDGE OF WALL BELOW MARK DATE DESCRIPTION SLOPE 1:12 3 S1.1 IF A FULL LENGTH RAFTER IS NOT USED THEN ATTACH EXTENSION MEMBER WITH 16D NAILS AT 12" O.C. IN TWO STAGGERED ROWS ALTERNATING SIDES 3 S1.1 NORTH OPENING FOR HVAC PRINT DATE DRAWN BY 2/17/2024 CJT COPYRIGHT 2023 TURLEY ARCHITECTS SECOND FLOOR AND ROOF 1 2nd FLR SCALE: 1/4" = 1'-0" 2 ROOF SCALE: 1/4" = 1'-0" S1.2 SHEET 15 OF 15  BUILDING CODE SUMMARY 33.0' EAST OF FLORAL AVE. 33.0' HEADER DOORS HEADER DOORS LAYOUT LAYOUT PROJECT ADDRESS 35.06' 8020 LINCOLN AVE. 8020 LINCOLN AVE. SKOKIE,ILL,60077 SKOKIE,ILL,60077 NOTE: 1. CONTRACTOR V.I.F. TO SUPPORT STRUCTURAL 2. CONTRACTOR TO NOTIFY DEMOLITION WORK. 308.22' 308.22' 3. RELOCATE ANY DUCTWORK 187.11' 187.11' OR LIGHTING AS NEEDED LOT LOT LOT I HERE BY CERTIFY THAT THESE DOCUMENTS WERE PREPARED UNDER MY DIRECT TO ACCOMMODATE THE 36 36 36 SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE AND GARAGE DOOR BELIEF, THEY COMPLY WITH THE PROVISIONS OF THE BUILDING CODE OF THE _________AND 4. CONTRACTOR TO FOLLOW THE LAWS OF THE ILLINOIS ALL SKOKIE AND ILLINOIS CODE. T.O. P. WALL BI- BRICK # 8020 ELEV: 16'- 2" EXIST. CONC SIDEWALK EXIST. CONC SIDEWALK EXIST. CONC SIDEWALK PROJECT CONSULTANTS EXISTING ROOF 33.0' 33.0' LINCOLN AVE. SITE PLAN N SCALE: 1" = 10' - 0" EXISTING 35.0' 35.06' 58.0' METAL BEAM CEILING HT. 11'- 8" EXISTING CEILING EXISTING ALUMINUM SIDING HEADER HT. 9'- 3" NEW 6'-0" x 7'-0" OVERHEAD DOOR DEMOLITION O R EXISTING DO EXISTING COLUMNS EXISTING COLUMNS T. WINDOWS EX STRUCTURAL SUPPORT STRUCTURAL SUPPORT IS DEMOLITION EXISTING WINDOWS 7'-0" 11'-8" NEW 6'-0" x 7'-0" 9'-3" OVERHEAD DOOR EXIST. DOOR 10'-83 4" 1'-5" 8" 1" 6'-32 8" 1" 6'-32 8" 1" 6'-32 8" 1'-5" 10'-83 4" 24'-4" 2'-4" 35'-03 4" 1 EXISTING FRONT ELEVATION 1 EXISTING FLOOR PLAN 3/16" = 1'-0" REVISION/ISSUE 3/16" = 1'-0" PERM 1IT 1 2 3/1 023 NEW 42" HT METAL GUARDRAIL @ AFF w/ SPINDLES @ 4" o.c. T.O. 1ST FLOOR ELEV: 4'-8" NO. DESCRIPTION DATE SHEET TITLE EXISTING WALL NEW 6'-0" x 7'-0" O R DRAWINGS 3'-6" DO OVERHEAD DOOR EXISTING SIDEWALK T. IS EX 7'-0" 11'-8" NEW 6'-0" x 7'-0" NEW 6'-0" x 7'-0" NEW 6'-0" x 7'-0" NEW 42" HT METAL OVERHEAD DOOR OVERHEAD DOOR OVERHEAD DOOR GUARDRAIL @ AFF PROJECT NUMBER 032022 9'-3" EXISTING HEADER EXISTING HEADER EXISTING HEADER w/ SPINDLES @ 4" T.O. FOUDATION o.c. 3'-6" N K.RISKA EXIST. DOOR NEW 42" HT PRINCIPAL IN CHARGE ELEV.: 0'-2" 10'-83 4" 1'-5" 8" 1" 6'-32 8" GUARDRAIL @ AFF 8" 1" 6'-32 8" 1'-5" w/ SPINDLES @ 4"o.c. GRADE 10'-83 PROJECT ARCHITECT/ENGINEER 4" 24'-4" ELEV:0'-0" 2'-4" DRAWN BY E.S. 35'-03 4" CHECKED BY N K.RISKA SHEET NUMBER WALL SECTION 1 PORPOSAL FRONT ELEVATION 1 PORPOSAL FLOOR PLAN 1 A-1.0 3/16" = 1'-0" 3/4" = 1'-0" 3/16" = 1'-0" c A R T E CIH TC N O K G PYI- R HT0 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. 2/1/2024 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 7909 Lincoln Ave. Skokie, IL 60077 SUBJECT ADDRESS: ___________________________________________________________________________ OWNER INFORMATION: Please print legibly. NAME(S): DKN 88 LLC/ Donna K Nguyen ADDRESS: 7909 Lincoln Ave. CITY, STATE ZIP: Skokie, IL 60077 PHONE#: 773-746-0016 EMAIL: contact@thespothotpot.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 * 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-v14-Appearance_Commission_Application_form.docx 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 13, 2024 February 28, 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-v14-Appearance_Commission_Application_form.docx Revised 12/4/23  2310.2536 ALTA/NSPS LAND TITLE SURVEY ALTA SURVEY COOK COUNTY R TE &G S/W 60' UT ON R/W CO NC 5' C C. ) .C UR B 8. 8 UE E LIN ( 2. 6' ON EN GAS PROPERTY ADDRESS: AV LIGHT BR ICK PA LOT 23 SIN T BLK 2 7909 LINCOLN AVENUE, SKOKIE, ILLINOIS 60077 IO E ALTA/NSPS "TABLE A" ITEMS LN H BA ON LIN SURVEY NUMBER: 2310.2536 1. ALL CORNERS TO BE SET 2. AS SHOWN HEREON CO CA TC WVL1 ' .0 DE E C DATE SIGNED: 10/26/23 FIELD WORK DATE: 10/23/2023 4. AS SHOWN HEREON LIN 50 90 .0 ' K LIN 7a. AS SHOWN HEREON 1S ON S 7b..AS SHOWN HEREON B B TO RI RY 12554°58' REVISION DATE(S): 7c. AS SHOWN HEREON 8. AS SHOWN HEREON LC 2. 5' BL DG LDG. CK .00' 11" LIN (REV.0 10/26/2023) 11a. AS SHOWN HEREON BL . HE #79 (R& E E 14. AS SHOWN HEREON DG . F IGHT 09 LOT 24 C) ON F OF LIGHT O POINTS OF INTEREST 504 OTP = 17. 3' BLK 2 0. NONE VISIBLE 30 MH E 4 S RIN 60' W // .0 ' LIN LIG F T= UB ST F R/W HT AIR ON 28 ) LO L OH .3 1 A 16' N 525.00 LOT 25 DO DIN ' OH L Y( (R) CK G BAS REVIEW OF TITLE: 4°5 ' (R BLK 2 E IN CO NC AL CHICAGO TITLE INSURANCE COMPANY 14' 8'1 &C 11 5. CH .D /W UP LE 0' COMMITMENT NO.: 23008418PK 70. 1" ) CAT STATE OF ILLINOIS COOK COUNTY, ILLINOIS NO W LIG HT 25 COUNTY OF LASALLE SS SCHEDULE B-II EFFECTIVE OCTOBER 3, 2023 LIN RTH AS C .0 ' CO R PH ONC LN /W L AL T P . CU LH2L THIS IS TO CERTIFY THAT THIS PROFESSIONAL SERVICE CONFORMS TO EXCEPTIONS 1-14: NO SURVEY OR PLOTTABLE AV INE AR RB O MATTERS; AFFECTS THE SUBJECT PROPERTY EN LOT 26 KIN .1 THE CURRENT ILLINOIS MINIMUM STANDARDS FOR A BOUNDARY EXCEPTION 15: BUILDING SHOWN ON LINE HEREON; UE BLK 2 G LO LIG 22 ' SURVEY. GIVEN UNDER MY HAND AND SEAL THIS DATE HEREON. AFFECTS THE SUBJECT PROPERTY T HT EXCEPTION 16&17: NO SURVEY OR PLOTTABLE MATTERS; AFFECTS THE SUBJECT PROPERTY UP E LINE TABLE: LIN L1 N 34°54'49" E 50.00' (R&C) ON L2 S 34°54'49" W 50.00' (R&C) TO: DKN 88 LLC LC FIRST AMERICAN TITLE INSURANCE COMPANY BYLINE BANK ILLINOIS PROFESSIONAL LAND SURVEYOR No. 2971 TOTAL AREA OF PROPERTY SURVEYED = 6250 SQ.FT.± LICENSE EXPIRES 11/30/2024 THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS EXACTA LAND SURVEYORS, LLC BASED WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD D . JO PROFESSIONAL DESIGN FIRM 184008059-0008 DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY RE N H ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS1, 2, 4, WA NS R 035-002971 7(a), 7(b), 7(c), 8, 11(a), AND 14, OF TABLE A THEREOF. THE FIELD WORK WAS PROFESSIONAL ON COMPLETED ON OCTOBER 23, 2023. DATED THIS 26TH DAY OF OCTOBER, 2023. LAND SURVEYOR WHEATON ST IS AT O E IN OF I LL ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 2971 LICENSE EXPIRES 11/30/2024 CHICAGO TITLE INSURANCE COMPANY COMMITMENT NO. 23008418PK DATED OCTOBER 03, 2023 WAS UTILIZED IN THE EXACTA LAND SURVEYORS PREPARATION OF THIS SURVEY PROFESSIONAL DESIGN FIRM 184008059-0008 GRAPHIC SCALE (In Feet) 1 inch = 30' 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: 7909 LINCOLN 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: 2310.2536 nor imply ownership of the lands or any fences shown hereon. Unless otherwise noted, an examination of (C) - Calculated FIPC - Found Iron Pipe & Cap PLT - Planter the abstract of title was NOT performed by the signing surveyor to determine which instruments, if any, are Boundary Line (D) - Deed FIR - Found Iron Rod POB - Point of Beginning CERTIFIED TO: DKN 88 LLC; CHICAGO TITLE INSURANCE COMPANY; BYLINE BANK 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: 10/26/23 3. If there is a septic tank or drain field shown on this survey, the location depicted hereon was either shown Mapper Overhead Lines ANE - Anchor Easement ID - Identification to the surveyor by a third party or it was estimated by visual above ground inspection. No excavation was PT - Point of Tangency BUYER: DKN 88 LLC 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: BYLINE BANK 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: NOT REVIEWED 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 LOTS 24 AND 25 IN BLOCK 2 IN THE CIRCUIT COURT PARTITION OF 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 LOTS 2 TO 11, 13 TO 18 IN WILLIAM LILL ADMINISTRATOR'S LBE - Limited Buffer Easement SUBDIVISION OF THE NORTHEAST 1/4 OF SECTION 28, TOWNSHIP 41, 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 RANGE 13, EAST OF THE THIRD PRINCIPAL MERIDIAN, EXCEPTING 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 THEREFROM THAT PORTION THEREOF FALLING WITHIN LOTS 5 AND 6 LME - Lake/Landscape OF THE COUNTY CLERK'S DIVISION OF SECTION 28 AFORESAID, IN 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 COOK COUNTY, ILLINOIS C/P - Covered Porch SEC - Section shape or size of the feature. 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 CVG - Concrete Valley Gutter ORB - Official Records Book TOB - Top of Bank Fire Hydrant and 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. COPYRIGHT BY EXACTA ILLINOIS SURVEYORS. THIS ENT - Entrance ON - Inside Subject Property VF - Vinyl Fence DOCUMENT MAY ONLY BE USED BY THE PARTIES TO WHICH IT IS CERTIFIED. PLEASE DIRECT QUESTIONS OR EOP - Edge of Pavement P/E - Pool Equipment W/C - Witness Corner COMMENTS TO EXACTA ILLINOIS SURVEYORS, INC. AT THE PHONE NUMBER SHOWN HEREON. 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 Signage Size: 24"x225" Signage Size: 24"x225" Signage Size: 24"x225"  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: 02-20-24 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 SUBJECT ADDRESS: 4043-4045 MAIN STREET, SKOKIE IL 60076 OWNER INFORMATION: Please print legibly. NAME(S): MOHAMMED HASEEB ADDRESS: 503 CARDINAL DR CITY, STATE ZIP: MOUNT VERNON, IL 62864 PHONE#: 6184061131 EMAIL: CDHASEEB@MSN.COM AGENT/PETITIONER INFORMATION (if other than the 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 the “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 place 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 # VOSDOCS-#149808-v15-Appearance_Commission_Application_form Revised 12/4/23  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 Plans approved at the October 11, 2023 Appearance Commission 4 0 4 3 - 4 0 4 5 M A I N S T R E E T S K O K I E , I L L I N O I S 4 0 4 3 - 4 0 4 5 M A I N S T R E E T S K O K I E , I L L I N O I S  1’-6” 16’-0” 16’-0” 9’-0” 48’-0” 4 0 4 3 - 4 0 4 5 M A I N S T R E E T S K O K I E , I L L I N O I S 4 0 4 3 - 4 0 4 5 M A I N S T R E E T S K O K I E , I L L I N O I S 4 0 4 3 - 4 0 4 5 M A I N S T R E E T S K O K I E , I L L I N O I S 4 0 4 3 - 4 0 4 5 M A I N S T R E E T S K O K I E , I L L I N O I S 4 0 4 3 - 4 0 4 5 M A I N S T R E E T S K O K I E , I L L I N O I S