Zoning Board of Appeals

Agenda for ZONING BOARD OF APPEALS December 4, 2024 | 7:30 PM Council Chambers – Village of Hall – 5127 Oakton Street, Skokie, IL 60077 1) Call to Order Declaration of Quorum 2) Roll Call 3) Approval of November 20, 2024 Meeting Minutes 4) Old Business 5) New Business a. 2024-01Z – 8240 Harding Ave Daniel & Daniela Petrean request a variation in order to construct a second-floor addition resulting in the continuation of the combined side yards equaling 12.8 feet rather than the 17.5 feet minimum as required by Section 118-125 (6) b. of the Skokie Village Zoning Code in an R2 Single-Family district. PINs: 10-23-309-027-0000 & 10-23-309-040-0000 b. 2024-02Z – 9100 Kenton Ave Nashaud Qureishi requests a variation to maintain a residence with a height of 28-foot 10-inch rather than the 28-foot maximum as allowed by Section 118-124 (3) a. of the Skokie Village Zoning Code in an R1 Single-Family district. PIN: 10-15-303-050-0000 6) Public Comment 7) Communications from Staff 8) Adjournment Individuals with questions or feedback about an agenda item may contact Brian Augustine, Zoning Administrator at brian.augustine@skokie.org or 847.933.8223 All emails and comments submitted will be made public and shared with this body. The Village, in compliance with the Americans with Disabilities Act, requests that persons with disabilities who require certain accommodations to allow them to observe or participate in this hearing, or who have questions about the accessibility of the meeting facilities, contact the Village’s ADA coordinator Angel Schnur at angel.schnur@skokie.org or 847.933.8400. The Village encourages individuals to sign-up for its eNews for important information from the City and its government partners by visiting www.skokie.org VOSDOCS-#623377-v1-Meeting_Agenda_-_Zoning_Board_of_Appeals_-_December_4__2024  Zoning Board of Appeals Meeting Minutes Date: November 20, 2024 ZBA MEMBERS PRESENT: Brian O’Donnell - Chair Richard Perlin - Vice-Chair Israel Pollack, Nicholas Werth, Sean Arden, Elaine Jacobson, David Putrus, and David Solovy ZBA MEMBER ABSENT: Sharon Roos-Kirkpatrick STAFF PRESENT: Tyler Kobylski, Asst Corporation Council, Brian Augustine, Zoning Administrator, and Marlene Bargamian, Administrative Assistant (I) CALL TO ORDER A quorum being present, Chair O’Donnell called the meeting to order at 7:30 PM. (II) APPROVAL OF MINUTES A motion to approve the minutes of the November 15, 2023 meeting was made by ZBA member Werth and seconded by ZBA member Jacobson. Ayes: Unanimous voice vote in unison (III) RULING ON NOTICE Assistant Corporation Counsel Kobylski announced that notice was not provided in either case. (IV) CASE DESCRIPTIONS Case 2024-01Z – 8240 Harding Avenue Daniel & Daniela Petrean request a variation in order to construct a second-floor addition resulting in the continuation of the combined side yards equaling 12,8 feet rather than the 17.5 feet minimum as required by Section 118-125 (6) b. of the Skokie /village Zoning Code in an R2 Single-Family district. façade as required by Section 82-2 of the Skokie Village Code in a B2 Commercial district. PIN: 10-23-090-027-0000 and 10-23-090-040-0000 Case 2024-02Z – 9100 Kenton Avenue Nashaud Qureishi requests a variation to maintain a residence with a height of 28-foot-10- inch rather than the 28—foot maximum as allowed by Section 118-124(3) a. of the Skokie Village Zoning Code in an R1 Single-Family district. PIN: 10-15-303-050-0000. (V) RECOMMENDATIONS AND VOTING As notice was not provided to neighboring properties, Chairman O’Donnell recommended to continue the cases to the December 4, 2024 meeting. He asked the petitioners if they were agreeable to the new meeting date. Both applicants accepted his recommendation. There were no public comments and no audience. No vote was taken. # 623314 Zoning Board of Appeals meeting minutes November 20, 2024 . (VI) ITEMS FOR COMMUNICATION The next meeting will be held on Dec. 4, 2024. (VII) ADJOURNMENT Chair O’Donnell adjourned the meeting at 7:36 PM. Respectfully submitted, Marlene Bargamian, Administrative Assistant # 623314 Zoning Board of Appeals meeting minutes November 20, 2024 STAFF REPORT 2024-01Z: Variation Community Development Department Council Chambers, 7:30 PM, December 04, 2024 To: Brian O’Donnell, Chairman, Zoning Board of Appeals From: Brian J. Augustine, Zoning Administrator Re: 8240 Harding Ave – Side Yard Variation General Information Location 8240 Harding Avenue Request Variation in order to construct an addition with combined side yards of 12.8 feet Zoning Requirement 17.5 feet minimum combined side yards – Side yards on a lot 70 feet or wider must provide combined side yards of at least 20% of lot width (118-125 6b) Petitioner Daniel and Daniela Petrean Existing Zoning & R2 Single Family – Detached residence Land Use North R2 Single Family – Detached residences South R2 Single Family – Detached residences East R2 Single-Family – Detached residences West R2 Single-Family – Detached residences Assigned to Richard Perlin SITE INFORMATION • The property is an interior lot located on the 8200 block of Harding Avenue that abuts an alley. • The residence was constructed in 1950 and the garage was added in 1955. PETITIONER’S SUBMITTAL The petitioner is requesting a variation in order to construct a second-floor addition resulting in combined side yards of 12.8 feet, rather than the 17.5 feet minimum. APPEARANCE COMMISSION The Appearance Commission granted a certificate of appropriateness for the proposed addition at its June 12, 2024 meeting. ZBA Staff Report for 2024-1Z – 8240 Harding Ave – 623204 STAFF ANALYSIS AND RECOMMENDATION Staff Comment and Review sheets were sent to all pertinent divisions and departments. Based on the proposed Findings of Fact, Staff recommends that the petitioner’s request to construct a second-floor addition resulting in combined side yards of 12.8 feet rather than the 17.5-foot minimum, be granted. The petitioner is proposing to construct a second-floor addition over the existing house. The addition will not be constructed over the attached garage. The addition will continue the existing 8.4-foot south side yard. Combined with the existing 4.4-foot north side yard, the result is continuation of the existing 12.8-foot combined side yards. Staff is supportive of the petitioner’s request because the building was constructed legally in the 1950’s and met all yard requirements at the time of construction. The building’s side yards were made nonconforming in 2002 when the side yards were increased to 7-foot minimum with combined side yards needing to equal 20% or more of the lot width. The necessity for the variance was not created by the owner as this code change was requested by the Village of Skokie Board of Trustees. ATTACHMENTS 1. Proposed Findings of Fact 2. Master Plan Commission Report for case 2001-34P ZBA Staff Report for 2024-1Z – 8240 Harding Ave – 623204 Proposed Findings of Fact 2024-01Z: Variation Community Development Department Council Chambers, 7:30 PM, December 4, 2024 1 Consideration Limitation on the use of the property due to physical, topographical, and geologic features. Finding There are no limitations on the property due to physical, topographical or geologic features that would prevent the applicant from meeting the side yard requirement. 2 Consideration The applicant can demonstrate that without a variance there can be no reasonable use of the property. Finding The applicant would most likely have a reasonable use of the property without a side yard variation. Consideration The granting of the variance is not based solely on economic reasons. Finding The granting of the variance appears to be based on meeting current building setbacks at the time original house was constructed. 4 Consideration The necessity for the variance was not created by the property owner. Finding The petitioner is requesting a side yard variation due to Zoning Chapter changes that were approved in 2002. The changes increased side yard requirements on wider lots. 5 Consideration The variance requested is the minimum variance necessary to allow reasonable use of the property. Finding The request appears to be the minimum necessary to allow for reasonable use of the property as the applicant is following the existing already established setbacks. 6 Consideration The granting of the variance will not be injurious to the public health, safety, or welfare. Finding The granting of the variance will not be injurious to public health, safety or welfare as the addition will be required to meet all building code requirements. 7 Consideration The property subject to the variance request possesses one or more unique characteristics generally not applicable to similarly situated properties Finding This lot is wider than most lots in the R2 zoning district. The Zoning Chapter changes from 2002 increased the yard requirements for wider lots in the district. The subject property’s yards became non-conforming when this ordinance passed. ZBA Staff Report for 2024-1Z – 8240 Harding Ave – 623204 PETITIONER STATEMENT August 27, 2024 Village ofSkokie Variance for single family residence addition Re: Daniel Petrean 8240 Harding Avenue Skokie, IL The existing house has a north side yard setback of 4.4 feet and a south side yard setback of 8.4 feet. The property is zoned R-2 which states: "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." I am proposing to add a second floor addition over the southern portion of the existing house and have it align with the existing south side first floor walls for aesthetic and structural reasons. The existing south side yard setback is 8.4 feet, which is greater than 7 feet. Sincerely, Daniel Petrean Owner  SOUTH LINE OF MADISON STREET LOTS 89, 90 AND THE NORTH HALF OF LOT 91 IN TALMAN AND THSELE'S CRAWFORD-NILES CENTER SUBDIVISION BEING A SUBDIVISION OF LOTS 1, 2, 5 AND 6 IN SUBDIVISION OF LOTS 2 AND 3 IN SUPERIOR COURT PARTITION OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 22 AND THE SOUTHWEST QUARTER OF SECTION 23, ALL IN TOWNSHIP 41 NORTH, RANGE 13 EAST OF 1HE THIRD PRiNCIPAL MERIDIAN, iN COOK COUNTY, ILLINOIS. FOUND CROSS SUBJECT PROPERTY AREA 0.12' SOUTH 2.05' EAST 10,762 SQ. FT, (more or less) NORTH FACE CHAIN LINK FENCE WOOD FENCE 0.2' SOUTH A 26.3' ^- ^^ 0 0 < ^ THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT ILUNOIS STANDARDS FOR A BOUNDARY SURVEY. DATED: 8/2J/2024 14.9' ONE STORY BRiCK & FRAME RESIDENCE ^8240 ,.S. No. 2625 LICENSE RENEWAL DATE: NOVEMBER 30, 2024 SURVEY No. 24-08-025 PREPARED FOR: DANIEL PCTREAN 34.0' -»<- DESIGN FIRM REGISTRATION NO. 184-005577-0010 WOOD & 7808 W. 103RO STREET W!RE FENCE 2' SOLTTH PALOS HILLS, 8LUNOIS 60465-1529 Phone (708) 599-3737 BEARINGS SHOWN HEREON ARE BASED ON IL S.P.C. EAST ZONE. IMPROVEMEMTS SHOULD BE CONSTRUCTED ON THE BASIS OF THIS PLAT ALONE AND NO DIMENSIONS, LENGTHS OR WIDTHS SHOULD BE ASSUMED FROM SCALING. FIELD MONUMENTAKON OF CRmCAL PO!NTS SHOULD BE COMMENCEMENT OF CONSTRUCTION. 66.00' R.O.W. REFER TO DEEDS, ABSTRACTS. POUCIES, SEARCHES OR COMMmENTS. DOCUMENTS, CONTRACTS AND BUILDING WQ ZONING ORDINANCES.  e#6 60 o N eEE YP -.22^ . 0 5 n C) tn ; lrl r..r !F .f EIIE *82 x ?J lf) o $t o rf N o< Fa ^> =8. $l 6t (o c.l d HisE ?;I te2 ro zd g o.l lr) * o E4 {eH d5o oc{.t ci oE c\l o H? j fie >> (J 4 ot q IU[*l3*fi lFHl (, J J (t z* lrl tr-l O h()r :2a!+6 o- tll N z E 2tru =6% :*z ci ul ko ctz {tu lrj E h ag gl 3, IJ n a) fr. 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Zoning Requirement 28-foot maximum building height if lot width is less than 60 feet (118-124 (3)a.) Petitioner Nashaud Qureishi Existing Zoning & R1 Single Family – Detached residence (currently under Land Use construction) North R1 Single-Family – Detached residences South R4 Multi-Family – 3-story multi-family residence East R1 Single-Family – Detached residences West R1 Single-Family – Detached residences Assigned to Israel Pollack SITE INFORMATION • The property is a corner lot located at the northwest corner of Kenton Ave and Davis St. • The original residence was constructed in 1959. PETITIONER’S SUBMITTAL The petitioner is requesting a variation in order to maintain a building height of 28-feet 10-inches rather than 28-foot maximum. APPEARANCE COMMISSION The Zoning Ordinance requires any height variation request to first receive a certificate of appropriateness by the Appearance Commission. The Appearance Commission granted the certificate at its August 14, 2024 meeting. ZBA Staff Report for 2024-2Z – 9100 Kenton - 623158 STAFF ANALYSIS AND RECOMMENDATION Staff Comment and Review sheets were sent to all pertinent divisions and departments. Based on the proposed Findings of Fact, Staff recommends that the petitioner’s request to maintain a residence with a 28-foot 10-inch height rather than the 28-foot maximum, be denied. The applicant obtained a building permit to construct a major addition/remodel to the existing home on April 30, 2024. On June 21, 2024, a framing inspection was denied for several reasons, one of which was the addition exceeded the allowable building height. The applicant re-appeared before the Appearance Commission and was granted a certificate of appropriateness for the current height on August 14, 2024. Staff is not supportive of the petitioner’s request for a height variation. The request is not consistent with the attached Proposed Findings of Fact. There are no physical limitations to the property that would prevent a 28-foot tall building and a reasonable use of the property is possible if the height requirement is met. The necessity for the variance is self-created due to an error by the owner or someone hired by the owner to construct the addition. The lot also has no unique characteristics to it and appears to be a standard corner lot. ATTACHMENTS 1. Proposed Findings of Fact ZBA Staff Report for 2024-2Z – 9100 Kenton - 623158 Proposed Findings of Fact 2024-02Z: Variation Community Development Department Council Chambers, 7:30 PM, December 4, 2024 1 Consideration Limitation on the use of the property due to physical, topographical, and geologic features. Finding There are no limitations on the property due to physical, topographical or geologic features that would prevent the applicant from meeting the zoning requirement. The building can meet the 28-foot maximum height as allowed by the Zoning Ordinance. 2 Consideration The applicant can demonstrate that without a variance there can be no reasonable use of the property. Finding Staff feels the applicant would most likely have a reasonable use of the property without a building height variation. The approved building permit shows a building with a height of 28 feet. 3 Consideration The granting of the variance is not based solely on economic reasons. Finding Staff feels the granting of variance is based on economic reasons as the petitioner will save money if they do not have to reconstruct the roof or a major portion of the roof. 4 Consideration The necessity for the variance was not created by the property owner. Finding Staff feels the necessity for the variance in this case was either created by the property owner or someone hired by the owner. 5 Consideration The variance requested is the minimum variance necessary to allow reasonable use of the property. Finding Staff feels the requested variance is not the minimum variance necessary to allow reasonable use of the property. A 28-foot tall building should allow reasonable use of the property. 6 Consideration The granting of the variance will not be injurious to the public health, safety, or welfare. Finding Staff feels the granting of the variance will most likely not be injurious to public health or safety as the requested height only exceeds the allowable height by ten inches and all building coded requirements will need to be adhered to. 7 Consideration The property subject to the variance request possesses one or more unique characteristics generally not applicable to similarly situated properties Finding Staff feels there are no unique characteristics to this lot. This lot is a standard corner lot in the R1 zoning district and is similar to other lots in the area. ZBA Staff Report for 2024-2Z – 9100 Kenton - 623158 October 14, 2024 PETITIONER STATEMENT - PETITION FOR VARIANCE 9100 Kenton Ave Skokie, IL 60076 Owner: Naushad Qureishi Residential Renovation & Addition PROJECT #PPRU23-1755 To the Village of Skokie Zoning Board of Appeals, This letter is in regards to project 9100 Kenton Ave single family residential addition + renovation project that is currently under construction. The framing inspection on June 21, 2024 performed by inspector Steve Klocko noted that the overall building height to top of roof gable was measured at 28’-10” which as mentioned by the building department is +10” above the allowed zoning ordinance height of 28’-0”. While the permit drawings showed 28’-0” height building to top of roof the construction slope miscalculation led to a slightly higher ridge. This was noticed during inspection and we were then issued a stop work order and construction paused. We’ve since re-submitted revised structural and architectural drawings to modify existing roof structure in order to reduce the roof height to 28’-0” but upon city review and coordination we agreed it was not feasible or practical to modify. The owner then requested the framing contractor to prepare an estimate to demolish and re-frame the entire roof which the proposal came back at $10,000 and up to 4 weeks of project schedule extension to complete. Due to cost of demolition, repair and re-frame and the extended schedule we then decided to request for hardship and submit for zoning appeal. On August 14, 2024 we presented our request to the Village of Skokie Aesthetic Commissioning committee to which they agreed the re-framing and reduction of the current existing roof to meet 28’-0” would aesthetically not fit the scale of the building. Based on that hearing we were then approved to proceed with submitting for the zoning variance petition with the intent that the zoning board will allow the existing building roof to remain at 28’-10” and the project to continue working to completion. We appreciate your time and efforts in this review and hope we can continue to move forward with the project. View from SE View from East along Kenton View from South Sincerely, E.J. Fernandez (AOR) On behalf of owner: Naushad Qureishi nashqureishi@gmail.com  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 9100 Kenton Ave __________________________________________ R1 ZONING DISTRICT _________________ LOT INFO 52' 137.26' 7,138 SF _________________ x _________________ = _________________ (This # goes on lines 1, 2, and 3) (LOT WIDTH) (LOT DEPTH) (TOTAL LOT AREA) TOTAL DIFFERENCE BETWEEN LOT AREA ALLOWED PROPOSED ALLOWED & PROPOSED BUILDING AREA 7,138 ____________(1) x .40 = ____________ 2,855 2,187 ____________(4) -668 + / - ____________ IMPERMEABLE AREA 7,138 ____________(2) x .50 = ____________ 3,569 3,243 ____________(5) -326 + / - ____________ FLOOR AREA 7,138 ____________(3) x .60 = ____________ 4,283 4,256 ____________(6) -27 + / - ____________ AREA EXISTING AREA NEW AREA PROPOSED BASEMENT (50% above grade) 696 _______________ + 0 _______________ = 731 _______________(A) 1ST FLOOR (Include attached garage carport, covered porch, etc)* 1437 _______________ + 30 1467 _______________ = _______________(B) 2ND FLOOR * 1461 _______________ + 0 _______________ = 1461 _______________(C) ATTIC (6’-9” OR GREATER) (2nd Floor top plate to top of roof) 0 _______________ + 1359 _______________ = 1359 _______________(D) ACCESSORY BUILDINGS (Detached garage, shed, etc.) 0 _______________ + 0 _______________ = 0 _______________(E) DRIVEWAY/APRON 302 _______________ + 254 _______________ = 556 _______________(F) SIDEWALK & PATIO 79 _______________ + 0 _______________ = 79 _______________(G) * Any ceiling height 16 feet in height or greater will count twice. PROPOSED BUILDING AREA (Add lines B & E) = 2,187 _______________ (This # goes on line 4) PROPOSED IMPERMEABLE AREA (Add lines B, E, F, & G) = 3,243 _______________ (This # goes on line 5) PROPOSED FLOOR AREA (Add lines A, B, C, D, & E) = 4,256 _______________ (This # goes on line 6) REAR YARD COVERAGE FOR ACCESSORY BUILDINGS: 129.26 5 643 _______________ x _______________ =_______________ x .30 = _______________ 194 0 ________________________ (rear yard width) (rear yard depth) (rear yard) (allowed) (proposed buildings in rear yard) Rear yard is measured from the rear wall of the principal building to the rear lot line and from side lot line to side lot line. The undersigned hereby acknowledges the accuracy of the above information and accepts full responsibility for any discrepancies or inaccuracies. ______________________________________________ 09/27/2023 ___________________________ Signature Date ______________________________________________ ___________________________ Reviewed by Community Development Department Date VOSDOCS-#350061-v1-Zoning_Information_Worksheet.DOC PROPERTY ADDRESS: 9100 KENTON AVENUE, SKOKIE, ILLINOIS 60076 SURVEY NUMBER: IL2204.1493 CL IL2204.1493 REMAINDER OF THE S. 1/2 OF BOUNDARY SURVEY VAC. ALLEY VAC. ALLEY (NOT INCLUDED) 5.5' CONC. S/W COOK COUNTY 52.00' (R) 1.8' ON 0.4' OFF CLF O.H. 21.3' 13.8' O.H. 17.8' O.H. KENTON AVENUE (66' R/W) 6.6' 17.1' 8.4' 20.9' CONC. CONC. CURB & GUTTER 0.7' ON CONC. D/W REMAINDER OF 2 STORY LOT 32 6.9' 4.1' 4.1' BRICK & 1.4' BLK 9 7.5' FRAME 1.4' 137.26' (R) (NOT INCLUDED) 6.9' RES. 69.8' #9100 137.26' (R) CONC. WALK LOT 32 CONC BLK 9 . 41.3' (EX. THE W. 12') CONC. STEP 1 CONC. D/W 27.0' 17.0' 33.0' 25.9' 25.4' 5' CONC. S/W 52.00' (R) CONC. CURB & GUTTER 33.0' DAVIS STREET (66' R/W) CL GRAPHIC SCALE (In Feet) 1 inch = 30' ft. POINTS OF INTEREST: STATE OF ILLINOIS COUNTY OF LASALLE SS 1. CONCRETE DRIVEWAY OVER PROPERTY LINE THIS IS TO CERTIFY THAT THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT ILLINOIS MINIMUM STANDARDS FOR A BOUNDARY SURVEY. GIVEN UNDER MY HAND AND SEAL THIS DATE HEREON. ILLINOIS PROFESSIONAL LAND SURVEYOR No. 2971 LICENSE EXPIRES 11/30/2024 EXACTA LAND SURVEYORS, LLC PROFESSIONAL DESIGN FIRM 184008059-0008 DATE OF SURVEY: 04/16/22 FIELD WORK DATE: 4/15/2022 SEE PAGE 2 OF 2 FOR LEGAL DESCRIPTION PAGE 1 OF 2 - NOT VALID WITHOUT ALL PAGES REVISION DATE(S): (REV.2 9/15/2023) (REV.2 9/13/2023) (REV.1 4/16/2022) PROPERTY ADDRESS: 9100 KENTON AVENUE, SKOKIE, ILLINOIS 60076 SURVEY NUMBER: IL2204.1493 JOB SPECIFIC SURVEYOR NOTES: LEGAL DESCRIPTION: LOT 32 (EXCEPT THE WEST 12 FEET) IN BLOCK 9 IN KRENN AND DATO'S DEVONSHIRE MANOR, BEING A SUBDIVISION IN THE SOUTH 1/2 OF SECTION 15, TOWNSHIP 41 NORTH, RANGE 13, EAST OF THE THIRD PRINCIPAL MERIDIAN, IN COOK COUNTY, ILLINOIS. GENERAL SURVEYOR NOTES: 1. The Legal Description used to perform this survey was 7. Any FEMA flood zone data contained on this survey is for 13. Due to varying construction standards, building dimensions supplied by others. This survey does not determine nor imply informational purposes only. Research to obtain said data was are approximate and are not intended to be used for new ownership of the lands or any fences shown hereon. Unless performed at www.fema.gov and may not reflect the most construction or planning. otherwise noted, an examination of the abstract of title was recent information. 14. Surveyor bearings are used for angular reference and are used NOT performed by the signing surveyor to determine which 8. Unless otherwise noted “SIR” indicates a set iron rebar, 5/8 to show angular relationships of lines only and are not related instruments, if any, are affecting this property. inch in diameter and twenty-four inches long. or orientated to true or magnetic north. Bearings are shown 2. The purpose of this survey is to establish the boundary of 9. The symbols reflected in the legend and on this survey may as surveyor bearings, and when shown as matching those on the lands described by the legal description provided and have been enlarged or reduced for clarity. The symbols have the subdivision plats on which this survey is based, they are to depict the visible improvements thereon for a pending been plotted at the approximate center of the field location to be deemed no more accurate as the determination of a financial transaction. Underground footings, utilities, or other and may not represent the actual shape or size of the feature. north orientation made on and for those original subdivision service lines, including roof eave overhangs were not located plats. North 00 degrees East is assumed and upon preparation as part of this survey. Unless specifically stated otherwise the 10. Points of Interest (POI’s) are select above-ground of this plat, the resulting bearing between found points as purpose and intent of this survey is not for any construction improvements, which may appear in conflict with boundary, shown on this survey is the basis of said surveyor bearings as activities or future planning. building setback or easement lines, as defined by the defined and required to be noted by Illinois Administrative parameters of this survey. These POI’s may not represent Code Title 68, Chapter VII, Sub-Chapter B, Part 1270, Section 3. If there is a septic tank or drain field shown on this survey, the all items of interest to the viewer. There may be additional location depicted hereon was either shown to the surveyor 1270.56, Paragraph B, Sub-Paragraph 6, Item k. POI’s which are not shown or called-out as POI’s, or which are by a third party or it was estimated by visual above ground otherwise unknown to the surveyor. 15. THIS SURVEY IS A PROFESSIONAL SERVICE IN COMPLIANCE inspection. No excavation was performed to determine its WITH THE MINIMUM STANDARDS OF THE STATE OF ILLINOIS. location. 11. Utilities shown on the subject property may or may not NO IMPROVEMENTS SHOULD BE MADE ON THE BASIS OF indicate the existence of recorded or unrecorded utility THIS PLAT ALONE. PLEASE REFER ALSO TO YOUR DEED, TITLE 4. This survey is exclusively for a pending financial transaction easements. and only to be used by the parties to whom it is certified. POLICY AND LOCAL ORDINANCES. COPYRIGHT BY EXACTA 12. The information contained on this survey has been performed ILLINOIS SURVEYORS. THIS DOCUMENT MAY ONLY BE USED 5. Alterations to this survey map and report by other than the exclusively by and is the sole responsibility of Exacta Land BY THE PARTIES TO WHICH IT IS CERTIFIED. PLEASE DIRECT signing surveyor are prohibited. Surveyors, LLC. Additional logos or references to third party QUESTIONS OR COMMENTS TO EXACTA ILLINOIS SURVEYORS, 6. Dimensions are in feet and decimals thereof. firms are for informational purposes only. INC. AT THE PHONE NUMBER SHOWN HEREON. SURVEYOR’S LEGEND C/P - Covered Porch FIR - Found Iron Rod ORB - Official Records Book S/W - Sidewalk LINETYPES Elevation C/S - Concrete Slab FIRC - Found Iron Rod & Cap ORV - Official Record Volume SBL - Setback Line Boundary Line Fire Hydrant CATV - Cable TV Riser FN - Found Nail O/A - Overall SCL - Survey Closure Line Center Line Find or Set CB - Concrete Block FN&D - Found Nail & Disc O/S - Offset SCR - Screen Monument Chain Link or Wire CH - Chord Bearing FRRSPK - Found Rail Road OFF - Outside Subject Property SEC - Section Fence Guywire or Anchor Spike CHIM - Chimney OH - Overhang SEP - Septic Tank Easement Manhole CLF - Chain Link Fence GAR - Garage OHL - Overhead Utility Lines SEW - Sewer Edge of Water Tree CME - Canal Maintenance GM - Gas Meter OHWL - Ordinary High Water SIRC - Set Iron Rod & Cap Iron Fence Utility or Light Pole Easement ID - Identification Line SMWE - Storm Water CO - Clean Out IE/EE - Ingress/Egress Easement ON - Inside Subject Property Management Easement Overhead Lines Well CONC - Concrete ILL - Illegible P/E - Pool Equipment SN&D - Set Nail and Disc Structure ABBREVIATIONS COR - Corner INST - Instrument PB - Plat Book SQFT - Square Feet Survey Tie Line (C) - Calculated CS/W - Concrete Sidewalk INT - Intersection PC - Point of Curvature STL - Survey Tie Line Vinyl Fence (D) - Deed CUE - Control Utility Easement IRRE - Irrigation Easement PCC - Point of Compound STY - Story (F) - Field CVG - Concrete Valley Gutter L - Length Curvature SV - Sewer Valve Wall or Party Wall (M) - Measured D/W - Driveway LAE - Limited Access Easement PCP - Permanent Control Point SWE - Sidewalk Easement Wood Fence (P) - Plat DE - Drainage Easement LB# - License No. (Business) PI - Point of Intersection TBM - Temporary Bench Mark SURFACE TYPES PLS - Professional Land (R) - Record DF - Drain Field LBE - Limited Buffer Easement TEL - Telephone Facilities Asphalt Surveyor (S) - Survey DH - Drill Hole LE - Landscape Easement TOB - Top of Bank PLT - Planter Brick or Tile A/C - Air Conditioning DUE - Drainage & Utility LME - Lake/Landscape TUE - Technological Utility Easement Maintenance Easement POB - Point of Beginning Easement Concrete AE - Access Easement ELEV - Elevation LS# - License No. (Surveyor) POC - Point of Commencement TWP - Township Covered Area ANE - Anchor Easement EM - Electric Meter MB - Map Book PRC - Point of Reverse TX - Transformer ASBL - Accessory Setback Line Curvature Water B/W - Bay/Box Window ENCL - Enclosure ME - Maintenance Easement TYP - Typical Wood PRM - Permanent Reference BC - Block Corner ENT - Entrance MES - Mitered End Section Monument UE - Utility Easement SYMBOLS BFP - Backflow Preventer EOP - Edge of Pavement MF - Metal Fence PSM - Professional Surveyor UG - Underground Benchmark BLDG - Building EOW - Edge of Water MH - Manhole & Mapper UP - Utility Pole Center Line BLK - Block ESMT - Easement MHWL - Mean High Water Line PT - Point of Tangency UR - Utility Riser BM - Benchmark EUB - Electric Utility Box NR - Non-Radial PUE - Public Utility Easement VF - Vinyl Fence Central Angle or Delta BR - Bearing Reference F/DH - Found Drill Hole NTS - Not to Scale R - Radius or Radial W/C - Witness Corner Common BRL - Building Restriction Line FCM - Found Concrete NAVD88 - North American R/W - Right of Way W/F - Water Filter Ownership Monument Vertical Datum 1988 RES - Residential WF - Wood Fence BSMT - Basement FF - Finished Floor NGVD29 - National Geodetic RGE - Range WM - Water Meter/Valve Box Control Point C - Curve FIP - Found Iron Pipe Vertical Datum 1929 Catch Basin C/L - Center Line ROE - Roof Overhang Easement WV - Water valve FIPC - Found Iron Pipe & Cap OG - On Ground RP - Radius Point CERTIFIED TO: FLOOD ZONE INFORMATION: HAUSHAD QUREISHI; CITYWIDE TITLE CORPORATION DATE SIGNED: 04/16/22 BUYER: HAUSHAD QUREISHI LENDER: TITLE COMPANY: CITYWIDE TITLE CORPORATION COMMITMENT DATE: CLIENT FILE NO: 764799 SEE PAGE 1 OF 2 FOR MAP OF PROPERTY PAGE 2 OF 2 - NOT VALID WITHOUT ALL PAGES  2 S0.0 GENERAL NOTES S1.0 EXISTING BASEMENT AND FIRST FLOOR PLANS S2.0 SECOND FLOOR FRAMING PLAN, SECTIONS AND DETAILS S3.0 ROOF FRAMING PLAN, SECTIONS AND DETAILS EXISTING SIDEWALK EXISTING SIDEWALK TO REMAIN TO REMAIN SILT FENCE HOURS OF CONSTRUCTION: SILT F 6AM-8PM EVERYDAY ENCE 23004 PROJECT NUMBER PPRU23-1755 ISSUE FOR PERMIT 07/31/2023 ISSUE FOR REV.1 1 01/16/2024 ISSUE FOR REV.2 2 04/01/2024  DOOR SCHEDULE ELEVATION SIZE MARK REMARKS TYPE WIDTH HEIGHT THK. 010 D1 3'-0" 7'-0" 1-3/8" 201A 201A 011 D1 3'-0" 7'-0" 1-3/8" 012 D1 3'-0" 7'-0" 1-3/8" 207A 207 013 D1 3'-0" 7'-0" 1-3/8" 201 202 EGRESS DOOR. PROVIDE SIDE HINGED 014 D1 3'-0" 7'-0" 1-3/8" HARDWARE REPLACE EXISTING GARAGE DOOR W/ NEW 014G D3 16'-0" 8'-0" 1-3/4" DOOR SOLID CORE FLUSH OR 45MIN. UL RATED 015 D1 3'-0" 7'-0" 1-3/8" REPLACE EXISTING GARAGE DOOR W/ NEW 015G D3 10'-0" 8'-0" 1-3/4" DOOR SOLID CORE FLUSH OR 45MIN. UL RATED 201.2 202 207 201 100 D4 6'-0" 8'-0" 1-3/4" 206.1 104 D1 3'-0" 7'-0" 1-3/8" 206 203 105 D1 3'-0" 7'-0" 1-3/8" 105A D2 4'-0" 7'-0" 1-3/8" 206 204 205 105B D1 3'-0" 7'-0" 1-3/8" 106 D1 3'-0" 7'-0" 1-3/8" 107 D1 3'-0" 7'-0" 1-3/8" 107A D2 4'-0" 7'-0" 1-3/8" 201 D1 3'-0" 7'-0" 1-3/8" 204 205A 205A 205 201.2 D1 3'-0" 7'-0" 1-3/8" 201A D1 3'-0" 7'-0" 1-3/8" 202 D1 3'-0" 7'-0" 1-3/8" 204 D1 3'-0" 7'-0" 1-3/8" 205 D1 3'-0" 7'-0" 1-3/8" 205A D2 4'-0" 7'-0" 1-3/8" 206 D1 3'-0" 7'-0" 1-3/8" 206.1 D1 3'-0" 7'-0" 1-3/8" 207 D1 3'-0" 7'-0" 1-3/8" 207A D2 4'-0" 7'-0" 1-3/8" LEGEND - DOOR ELEVATION BATH ROOM 104 106 103 106 107 104 107 107A LIVING ROOM 107A D1 D2 D3 D4 100 FLUSH BI-FOLD OVERHEAD MAIN GARAGE ENTRY 107A 105 105B WINDOW SCHEDULE 105 102 SIZE 105B MARK TYPE REMARKS 101 WIDTH HEIGHT IGU 105A GENERAL NOTES: 105A DOUBLE CLEAR 1. WHERE NEW INTERIOR SLAB IS PROVIDED, BASE W1 3'-0" 5'-0" HUNG 100 FOR INTERIOR SLAB TO BE 4" INCHES OF 3/4" DOUBLE STONE (CA7). NO RECYCLED CONTENT. W2 3'-0" 4'-0" CLEAR HUNG EXIT 1 2. INTERIOR SLAB REQUIRES 10MIL. VAPOR BARRIER DOUBLE CLEAR W3 3'-2" 6'-8" HUNG 3. WHERE PROVIDED IN SLABS ON GROUND, W4 FIXED 4'-10" 6'-8" CLEAR REINFORCEMENT SHALL BE SUPPORTED TO REMAIN IN PLACE FROM THE CENTER TO UPPER 1/3 OF THE SLAB FOR DURATION OF THE CONCRETE PLACEMENT. W5 FIXED 4'-3" 4'-2" CLEAR 4. PROVIDE 3000PSI FOR NEW FOUNDATION AND W6 FIXED 3'-2" 6'-8" CLEAR INTERIOR SLAB W7 FIXED 4'-3" 5'-8" CLEAR 5. CEMENT TILE BACKERBOARD TO BE USED AT ALL BATHROOM WET WALLS IN SHOWER/TUB AREAS. W8 FIXED 3'-2" 1'-0" CLEAR REFER TO A3.0 ELEVATIONS FOR EGRESS WINDOW LOCATIONS 015 EXIT 2 12'-6" NATURAL LIGHT & VENTILATION SCHEDULE 014 LIGHT LIGHT VENT VENT LIGHT VENT ROOM # TYPE S.F. REQ. PROVIDED REQ. PROVIDED % % 012 013 015 010 FAMILY ROOM 289 23 SF 30 SF 12 SF 10 SF 8 4 013 MIN. 2% SLOPE 19'-8" 012 100 LIVING ROOM 545 44 SF 224 SF 22 SF 51 SF 8 4 CORRIDOR 13'-2" 101 DINING 120 10 SF 13 SF 5 SF 5 SF 8 4 011 011 102 KITCHEN 152 12 SF 22 SF 6 SF 9 SF 8 4 23004 010 21'-6" 17'-2" PROJECT NUMBER 103 LIVING ROOM 172 14 SF 14 SF 7 SF 7 SF 8 4 UNEXCAVATED EXISTING PPRU23-1755 18'-2" 015G 105 BEDROOM 130 10 SF 26 SF 5 SF 13 SF 8 4 014 NEW OVERHEAD DOOR ISSUE FOR PERMIT 106 MASTER BATH 101 8 SF 15 SF 4 SF 7 SF 8 4 07/31/2023 ISSUE FOR REV.1 1 01/16/2023 010 107 MASTER BED 261 21 SF 65 SF 11 SF 32 SF 8 4 2 ISSUE FOR REV.2 21'-8" 04/01/2024 BEDROOM 147 12 SF 26 SF 6 SF 13 SF 8 4 201 4 014G 203 STUDY 86 7 SF 24 SF 4 SF 5 SF 8 4 204 LOFT 91 7 SF 39 SF 4 SF 19 SF 8 4 52 SF 26 SF 205 BEDROOM 163 13 SF 7 SF 8 4 4 4 206 BATH 80 6 SF 6 SF 3 SF 3 SF 8 4 GENERAL BASEMENT NOTE: 1. BELOW GRADE SLEEPING ROOMS PROHIBITED PER 207 BEDROOM 190 15 SF 26 SF 8 SF 13 SF 8 4 SECTION 118-53 OF THE SKOKIE VILLAGE CODE STRUCTURAL ROOF FRAMING PLAN SEE S3.0 GENERAL NOTE: REFER TO S3.0 FOR ROOF FRAMING PLAN 23004 PROJECT NUMBER PPRU23-1755 ISSUE FOR PERMIT 07/31/2023 ISSUE FOR REV.1 1 01/16/2023 ISSUE FOR REV.2 2 04/01/2024  W1 W1 W1 W1 W1 W1 W5 W1 W1 W1 STUCCO W1 W8 W3 W6 W3 W3 W3 W3 W6 W7 W2 W2 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W2 EGRESS EGRESS 28'-10" W1 W1 W1 W1 W1 W1 W1 W1 W1 EGRESS EGRESS W3 W5 W2 W2 W1 W1 W3 W4 W3 EGRESS 23004 PROJECT NUMBER PPRU23-1755 ISSUE FOR PERMIT 07/31/2023 ISSUE FOR REV.1 1 01/16/2023 ISSUE FOR REV.2 2 04/01/2024 WOOD JOIST, REFER TO STRUCTURAL PROVIDE DRAFTSTOPPING BETWEEN FLOORS PROVIDE 2" LUMBER FIREBLOCKING ALONG EXTERIOR, TYP. 1" AIR GAP (PROVIDE DRAFTSTOPPING EVERY 10'-0" BETWEEN STUDS) INTERIOR WOOD FRAMING 4 FIREBLOCKING AND DRAFTSTOPPING DETAIL, TYP. 4 PROVIDE 2" LUMBER FIREBLOCKING ALONG - EXTERIOR, TYP. PROVIDE 2" LUMBER FIREBLOCKING ALONG EXTERIOR, TYP. B BASEMENT CEILING 7'-6" AFF BASEMENT BASEMENT -4'-0" FROM GRADE 23004 PROJECT NUMBER PPRU23-1755 3 WALL SECTION THROUGH EXISTING BASEMENT ISSUE FOR PERMIT 07/31/2023 ISSUE FOR REV.1 1 01/16/2023 ISSUE FOR REV.2 2 04/01/2024 A. GENERAL NOTES D. TIMBER G. TEMPORARY SUPPORT. 1. THE GENERAL CONTRACTOR AND SUB-CONTRACTORS SHALL INSPECT THE SITE AND 1. ALL SAW-CUT TIMBER SHALL BE DOUGLAS FIR-LARCH (NORTH) GR.1 & BTR WITH THE 1. THIS STRUCTURE IS STABLE AGAINST LATERAL AND VERTICAL LOADS ONLY WHEN ALL FAMILIARIZE THEMSELVES WITH THE EXISTING FIELD CONDITIONS; ANY DISCREPANCIES BETWEEN FOLLOWING MINIMUM DESIGN VALUE: STRUCTURAL FRAMING MEMBERS ARE PERMANENTLY INSTALLED. UNTIL SUCH TIME, THE THE ENGINEER'S DRAWINGS AND THE ACTUAL FIELD CONDITIONS MUST BE REPORTED TO THE FIBER BENDING STRESS: 1,150 PSI CONTRACTOR IS SOLELY RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE, FOR ANY AND ENGINEER BEFORE THE SUBMISSION OF BIDS OR COMMENCEMENT OF WORK. TENSION PARALLEL TO GRAIN: 750 PSI ALL NECESSARY TEMPORARY SUPPORTS AND BRACING TO ENSURE THE STABILITY OF THE COMPRESSION PARALLEL TO GRAIN: 1,800 PSI ENTIRE STRUCTURE, INCLUDING INTERIOR WALLS AND SUPPORT POSTS, DURING ALL WORK UNTIL 2. ALL WORK SPECIFIED IN THE DRAWINGS SHALL BE COMPLETED IN COMPLIANCE WITH ALL COMPRESSION PERPENDICULAR TO GRAIN: 625 PSI ALL THE WORK IS COMPLETE. GOVERNING STATE AND LOCAL CODES AND ORDINANCES. CONTRACTORS SHALL REVIEW THE HORIZONTAL SHEAR STRESS: 180 PSI CONTRACT REQUIREMENTS AND ACQUIRE ALL NECESSARY PERMITS FOR THEIR CONTRACT. MODULUS OF ELASTICITY: 1,800,000 PSI 2. ALL TEMPORARY SUPPORTS AND BRACING SHALL BE DETERMINED, FURNISHED, AND INSTALLED BY THE CONTRACTOR TO SECURE THE STRUCTURE OR PARTLY ASSEMBLED 3. WORK NOT IN COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS SHALL BE 2. GLUED LAMINATED TIMBER OR LAMINATED VENEER LUMBER (LVL) SHALL BE STRESS CLASS STRUCTURE AGAINST A WIND PRESSURE OF 30 P.S.F. ACTING ON THE PROJECTED SURFACE AREA REJECTED BY THE ENGINEER, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING 26F-1.9E OR GREATER AND HAVE THE FOLLOWING MINIMUM DESIGN VALUES: OF ALL STRUCTURAL FRAMING MEMBERS (WITH NO WALL ERECTED) AN OVERSTRESS OF 33% AND UPGRADING HIS WORK AS REQUIRED. FIBER BENDING STRESS: 2,600 PSI WILL BE PERMITTED FOR THESE WIND LOADS DURING CONSTRUCTION. TENSILE STRENGTH PARALLEL TO GRAIN: 1,150 PSI 4. ANY CHANGES OR SUBSTITUTIONS OF MATERIALS AND EQUIPMENT MUST ALSO BE COMPRESSION PARALLEL TO GRAIN: 1,600PSI 3. ALL TEMPORARY STRUCTURAL STEEL BRACING SHALL CONFORM TO THE A.I.S.C. REPORTED TO THE ENGINEER FOR REVIEW AND APPROVAL BEFORE CONSTRUCTION BEGINS COMPRESSION PERPENDICULAR TO GRAIN: 650 PSI SPECIFICATIONS AND THE A.I.S.C CODE OF STANDARD PRACTICE AND SHALL BE DESIGNED BY A HORIZONTAL SHEAR STRESS: 265 PSI STRUCTURAL ENGINEER REGISTERED IN THE STATE OF ILLINOIS. 5. ALL CONTRACTORS AND THE CONTRACTORS' WORKFORCE. MUST OBSERVE AND FOLLOW MODULUS OF ELASTICITY: 1,900,000 PSI ALL APPLICABLE SAFETY (OSHA) REQUIREMENTS. THE CONTRACTOR AND SUB-CONTRACTORS H. REFERENCED CODES AND ACTS SHALL BE RESPONSIBLE FOR CARRYING SUFFICIENT INSURANCE FOR THE PROJECT'S DURATION. 3. ALL TIMBER SHALL BE FREE OF SPLITS, EXCESSIVE SHRINKAGE, AND RESIDUAL INTERNATIONAL RESIDENTIAL CODE, 2021 AND AMENDMENTS DEFORMATIONS OVER THE ENTIRE SPAN ALONG BOTH AXES. 6. CLEAN UP ALL DEBRIS AND BROOM SWEEP THE SITE DAILY TO ENSURE A NEAT I. DESIGN LOADS APPEARANCE. 4. CONTRACTOR SHALL SUBMIT CERTIFICATION INDICATING THE GRADE OF LUMBER BEFORE INSTALLATION. DEAD LOADS: 7. THE GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY BARRICADES AS PER LOCAL FLOORS 15 PSF AUTHORITY REQUIREMENTS FOR PUBLIC SAFETY. 5. THE CONTRACTOR SHALL BEAR THE EXPENSE OF TEST VERIFYING THE QUALITY OF LUMBER PARTITIONS 15 PSF USED WITHOUT THE TIMBER QUALITY CERTIFICATION. ROOF 20 PSF 8. THE GENERAL CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR AND INSTALL THE SAME ACCORDING TO STANDARD CONSTRUCTION METHODS AND/OR MANUFACTURERS' 6. WOOD EXPOSED TO THE ELEMENTS AND METAL CONNECTORS MUST BE GALVANIZED. ALL LIVE LOADS: RECOMMENDATIONS UNLESS OTHERWISE NOTED ON THE DRAWINGS. WOOD IN CONTACT WITH CONCRETE MUST BE TREATED. FLOORS 40 PSF STAIRS, DECKS, CORRIDORS 100 PSF 9. PROVIDE ALL REQUIRED CUTTING AND REMOVAL OF EXISTING MATERIALS IN A NEAT AND 7. ALL WOOD IS TO BE DESIGNED AS PER NDS 2018. WORKMANLIKE MANNER HAND/ GUARDRAIL LOADS: 8. MAXIMUM ALLOWABLE MOISTURE CONTENT SHALL BE 19%. MAIN HAND/ GUARDRAIL: 200 LBS. (CONCENTRATED), OR 50 PLF 10. ALL MATERIALS USED IN THIS PROJECT SHALL BE NEW AND THE BEST QUALITY. INTERMEDIATE RAILS: 50 LBS. (CONCENTRATED) E. STRUCTURAL STEEL. 11. THE CONTRACTOR SHALL FURNISH ALL NECESSARY SHORING, BRACING, AND SUPPORTS AS NEEDED DURING THE EXECUTION OF THE WORK. 1. MATERIAL GRADES (UNLESS NOTED OTHERWISE): ENVIRONMENTAL LOADS: W SECTIONS ASTM A992 (MIN. YIELD 50 KSI) GROUND SNOW LOAD: 30 PSF 12. ALL DIMENSIONS SHOWN ON THE DRAWINGS MUST BE FIELD VERIFIED BY THE GENERAL HSS SECTIONS ASTM A500 GRADE C (MIN. YIELD 50 KSI FOR RECT.) WIND SPEED: 90 MPH CONTRACTOR. ANY DISCREPANCIES FROM THE DIMENSIONS SHOWN MUST BE REPORTED TO THE ASTM A500 GRADE C (MIN. YIELD 46 KSI FOR ROUND) ENGINEER BEFORE PROCEEDING WITH WORK. ASTM A53 GRADE B (MIN. YIELD 35 KSI FOR PIPE) ANGLES ASTM A36 (MIN. YIELD 36 KSI) B. FOUNDATION, EXCAVATION, AND BACKFILL PLATES ASTM A36 (MIN. YIELD 36 KSI) ASTM A572 GRADE 50 (MIN. YIELD 50 KSI) 1. FOUNDATIONS HAVE BEEN DESIGNED FOR AN ALLOWABLE SOIL-BEARING PRESSURE BOLTS ASTM F3125 GRADE A325 (MIN. YIELD 120 KSI FOR 0.5" TO 1.5" DIA.) OF 2,000 PSF. THIS SHOULD BE VERIFIED BY AN APPROVED SOIL TESTING LABORATORY. IF, FOR ASTM F3125 GRADE A490 (MIN. YIELD 150 KSI FOR 0.5" TO 1.5" DIA.) ANY REASON, THE INDICATED BEARING PRESSURE ASSUMED IS NOT ATTAINABLE AT ELEVATIONS NUTS ASTM A563 SHOWN ON THE DRAWINGS, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. WASHERS ASTM F436 (FOR HARDENED WASHERS) ASTM F844 (FOR PLAIN WASHERS) 2. ALL MISCELLANEOUS OR ANY OTHER UNSUITABLE BEARING MATERIAL BELOW THE BOTTOM OF WALL FOOTINGS SHALL BE REMOVED. BEARING SHALL BE ON VIRGIN, UNDISTURBED 2. ALL FABRICATION AND ERECTION OF STEEL SHALL ADHERE TO THE REQUIREMENTS IN AISC SOILS. IF FILL IS REQUIRED, IT SHALL BE APPROVED FOR USE BY AN APPROVED SOIL TESTING 207-16, Certification Standard for Steel Fabrication and Erection, and Manufacturing of Metal Components. AGENCY AND SHALL BE COMPACTED IN ACCORDANCE WITH APPROPRIATE ASTM STANDARDS TO OBTAIN THE REQUIRED ALLOWABLE BEARING PRESSURE. 3. ALL WELDING SHALL BE IN ACCORDANCE WITH A.W.S. SPECIFICATIONS, E70-XX, LOW HYDROGEN ELECTRODES, AND SHALL BE PERFORMED BY CERTIFIED AND PRE-QUALIFIED 3. ALL FOOTING SUBGRADE SHOULD BE COMPACTED THOROUGHLY WITH A JUMPING JACK OR WELDERS. VIBRATORY COMPACTOR BEFORE CONCRETE PLACEMENT, PER THE GEOTECHNICAL INVESTIGATION REPORT. 4. ALL BOLTED CONNECTIONS SHALL BE MADE WITH 3/4" F3125 GRADE A325 HIGH-STRENGTH BOLTS IN FRICTION-TYPE CONNECTIONS UNLESS OTHERWISE SHOWN OR NOTED. 4. ALL SLAB-ON-GRADE AREAS SHALL BE PROOF-ROLLED. ALL SOFT SPOTS ENCOUNTERED SHALL BE REMOVED AND REPLACED IN LAYERS NOT EXCEEDING 9" AND 5. ALL STRUCTURAL STEEL SHALL RECEIVE ONE SHOP COAT OF PRIMER EXCEPT FOR COMPACTED TO A MINIMUM DENSITY OF 95% OBTAINED IN ACCORDANCE WITH ASTM D 1557-79 CONTACT SURFACES USING HIGH-STRENGTH BOLTS IN FRICTION-TYPE CONNECTIONS. UNTIL THE FINAL GRADE IS OBTAINED. 6. BEAM CONNECTIONS SHALL DEVELOP NOT LESS THAN ONE-HALF THE TOTAL UNIFORM LOAD C. CONCRETE AND REINFORCING: CAPACITY OF THE BEAM FOR THE SPAN SHOWN IN THE DRAWINGS, NOR LESS THAN THE REACTION OF DRAWINGS IF ANY. 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE BUILDING (ACI 318-14). 7. ALL TEMPORARY SUPPORTS AND BRACING SHALL BE DETERMINED, FURNISHED, AND INSTALLED BY THE CONTRACTOR TO SECURE THE STRUCTURE OR PARTLY ASSEMBLED 2. ALL REINFORCING DETAILS SHALL BE DETAILED ACCORDING TO (ACI-318-14). STRUCTURE AGAINST A WIND PRESSURE OF 30 PSI ACTING ON THE PROJECTED SURFACE AREA OF ALL STRUCTURAL FRAMING MEMBERS (WITH NO WALL ERECTED). AN OVERSTRESS OF 33% 3. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, UNLESS OTHERWISE NOTED, AND WILL BE PERMITTED FOR THESE WIND LOADS DURING CONSTRUCTION. SHALL HAVE A COMPRESSIVE DESIGN STRENGTH AT 28 DAYS OF FC 3500 P.S.I OR AS SHOWN ON PLANS. 8. ALL TEMPORARY STRUCTURAL STEEL BRACING SHALL CONFORM TO THE A.I.S.C. SPECIFICATIONS AND THE A.I.S.C. CODE OF STANDARD PRACTICE AND SHALL BE DESIGNED BY A 4. ALL REINFORCING BARS SHALL BE MADE FROM NEW BILLET STEEL CONFORMING TO A.S.T.M. STRUCTURAL ENGINEER REGISTERED IN THE STATE OF ILLINOIS. A 615, GRADE 60. F. SAFEGUARDS DURING CONSTRUCTION 5. REINFORCING BARS SHALL BE LAPPED IN ACCORDANCE WITH THE REQUIREMENTS OF (ACI 318) AND AS SHOWN ON THE DRAWINGS. 1. EACH CONTRACTOR SHALL OBSERVE ALL LOCAL, STATE, AND FEDERAL RULES AND REGULATIONS REGARDING SAFETY AND PROVIDE ALL NECESSARY EQUIPMENT, SCAFFOLDING, 6. CONCRETE COVER FOR REINFORCING AND WELDED WIRE FABRIC BE AS FOLLOWS: PLANKING, RAILING, SHEETING, ETC., TO SAFEGUARD AND PROTECT THE HEALTH AND a) CONCRETE DEPOSITED DIRECTLY AGAINST SOIL WELL-BEING OF ALL WORKERS EMPLOYED BY THE CONTRACTOR ON THE CONSTRUCTION SITE. (BOTTOM, SIDES, ENDS) 3" b) COLUMNS AND PIERS (TO MAIN REINFORCING): 2" 2. EACH CONTRACTOR SHALL EXPLAIN, INSTRUCT, AND DIRECT ALL WORKERS UNDER HIS c) WALLS AND GRADE BEAMS 2" JURISDICTION TO OBSERVE ALL THE NECESSARY SAFETY RULES AND REGULATIONS. EACH d) SLABS-TOP: 1" CONTRACTOR SHALL MAKE DAILY INSPECTIONS TO VERIFY THAT ALL SAFETY RULES ARE BOTTOM OF SUPPORTED SLABS 1" OBSERVED. 7. BARS SHALL BE PROVIDED AT ALL WALL CORNERS EQUAL TO HORIZONTAL WALL 3. ALL PROCEDURES REGARDING SAFETY ARE THE RESPONSIBILITY OF THE CONTRACTOR. REINFORCING. THE CONTRACTOR SHALL PROCURE AND PAY FOR THE INSURANCE TO INDEMNIFY AND HOLD HARMLESS THE OWNER, THE ENGINEER OF RECORD, THE ARCHITECT OF RECORD, AGENTS, 8. ALL SLABS AND BEAMS SHALL HAVE NO JOINTS IN A HORIZONTAL PLANE. ANY STOP IN EMPLOYEES, AND CONSULTANTS FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSS, AND CONCRETE WORK MUST BE MADE AT THE SPAN CENTER WITH VERTICAL BULKHEADS AND EXPENSES, INCLUDING ATTORNEYS' FEES, RESULTING FROM INJURIES, DEATH, SICKNESS, HORIZONTAL KEYS UNLESS OTHERWISE SHOWN OR APPROVED. DISEASES OR ANY OTHER PHYSICAL HANDICAP ARISING FROM NON-OBSERVANCE OF THE SAFETY RULES AND REGULATIONS. 9. WELDED WIRE FABRIC REINFORCEMENT SHALL CONFORM TO A.S.T.M. SPECIFICATIONS LISTED IN (ACI-318-14), AND MUST LAP ONE FULL MESH PLUS 2" AT THE SIDE, AND LAPS MUST BE 4. THE LIMITS OF THIS INSURANCE COVERAGE SHALL BE $1,000,000 FOR EACH OCCURRENCE WIRED TOGETHER. AND $3,000,000 AGGREGATE TOTAL. 10. THE USE OF CONSTRUCTION JOINTS AT LOCATIONS NOT INDICATED ON THE DRAWINGS SHALL REQUIRE APPROVAL BY THE ARCHITECT/ENGINEER. 11. EXPOSED CORNERS SHALL HAVE A 3/4" CHAMFER UNLESS OTHERWISE NOTED. 12. ALL CURBED AND OTHER OPENINGS, EQUIPMENT BASES, DEPRESSIONS, WALL CASTINGS, PIPE SLEEVES, INSERTS, ANCHOR BOLTS, AND SIMILAR ITEMS SHALL BE PROVIDED AND LOCATED AS SHOWN ON THE REVIEWED SHOP DRAWINGS FOR THE ARCHITECTURAL, STRUCTURAL, PLUMBING, MECHANICAL AND ELECTRICAL. 13. ALL REBAR SPLICES SHALL BE CLASS B (1.3 X DEVELOPMENT LENGTH) BUT NO LESS THAN 24 INCHES UNLESS OTHERWISE NOTED. 14. CONCRETE SHALL NOT BE PLACED IN EXCAVATIONS CONTAINING WATER OR FROZEN GROUND. 9100 Kenton Ave Skokie, IL 60076 GENERAL NOTES  87'-1" 51'-1112" 22'-412" 12'-9" 3 3 SIMILAR S-2.0 S-2.0 6'-113 4" 5'-912" REINFORCE EXISTING 11'-6" (2) 2x10 HEADER w/NEW 1 3/4 x 9 1/4 LVL REINFORCE EXISTING (2) 2x10 HEADER w/NEW 1 3/4 x 9 1/4 LVL 20'-8" EXISTING 1st FLOOR FRAMING EXIST. STAIR (NO CHANGE) OPENING 28'-1" 26'-11" PROVIDE NEW 3/8" WEB STIFFENER EXISTING STEEL POST AND PLATES ON EXISTING STEEL BEAM STEEL BEAMS BELOW ON TOP OF EXISTING COLUMN NEAR & FAR SIDE NEW (2) 1 3/4x14 LVL HEADER w/2 - 2x4 BEARING STUDS AND 2 - 2x4 KING STUDS ON EACH END 15'-43 4" EXIST. STUD WALL (NO CHANGE) 7'-5" 3 3 SIMILAR MID AND UPPER TIER FLOOR S-2.0 S-2.0 FRAMING (NO CHANGE EXCEPT AS NOTED) 25'-1112" 26'-0"± 51'-111 4" 35'-13 4" 87'-1" EXISTING 1st FLOOR AND TIER AND UPPER TIER FLOOR PLANS SCALE: 1/4"=1'-0" 51'-1112" OF EXIST. COL. AND EXIST. FOOTING AND NEW FOOTING 5'-912" TEMPORALLY SUPPORT EXIST. COLUMN AND BEAM AS REQUIRED. SAW CUT AND REMOVE EXISTING SLAB AND FOOTING, PLACE NEW COLUMN FOOTING AND REPLACE CONCRETE AS SHOWN 11'-6" REPLACE EXIST. FOOTING SAW CUT w/NEW 4'-6"x4'-6"x1'-0" CONC. COL. ISOLATION FOOTING w/(5) #5 EACH WAY JOINT EXIST. SLAB AND 20'-8" EXIST. CONC. FOUNDATION WALL (NO CHANGE) 1 FOOTING (DEPTH OF 28'-1" 26'-103 4" EXISTING SLAB ON GRADE EXISTING 3"Ø STEEL PIPE POST V.I.F. (NO CHANGE) (TYP. 3 - PLACES) EXIST. FOOTING TO BE V.I.F.) 3" EXISTING CRAWL SPACE CLR (NO CHANGE) #4 BARS x 2'-6" LONG EMBEDDED INTO EXISTING CONCRETE 10" FOOTING AND REINFORCEMENT WITH EPOXY GROUT @ 16" O.C. SEE PLAN ALL AROUND 15'-43 4" EXIST. STUD WALL EXISTING SLAB ON GRADE EXISTING BASEMENT (NO CHANGE) (NO CHANGE) (NO CHANGE) SECTION 1 SCALE: 3/4"=1'-0" 7'-5" EXIST. CONC. FOUNDATION WALL (NO CHANGE) 9100 Kenton Ave EXISTING 2'-0" WIDE CONT. FOOTING V.I.F. (SEE FOUNDATION, EXCAVATION AND BACKFILL NOTES ON SHEET S-0 FOR SOIL Skokie, IL 60076 STRENGTH TESTING REQUIREMENTS) 25'-1112" 25'-1112"± NOTE: EXISTING BASEMENT AND ON 2nd FLOOR ADDITION AREA THE FOUNDATION WALL FOOTING SHALL FIRST FLOOR PLANS 51'-11" BE 2'-0" WIDE BY 10" THICK AND THE MINIMUM SOIL BEARING CAPACITY SHALL BE 2000 PSF, THIS IS TO BE V.I.F. OTHERWISE THE EOR TO BE NOTIFIED BEFORE PROCEEDING WITH THE WORK. EXISTING GROUND AND BASEMENT FLOOR PLAN SCALE: 1/4"=1'-0"  2x8 @ 16" O.C. 8-10d NAIL (4 ON 2x8 CEILING JOIST 8-10d NAIL (4 ON EACH SIDE) 2x8 @ 16" O.C. 2x8 @ 16" O.C. 2x8 @ 16" O.C. EACH SIDE) 2x8 @ 16" O.C. 1'-0" 1'-0" NEW 2x4 STUD WALLS H3 HURRICANE TIES BELOW (TYP.) BY SIMPSON STRONG TIE (OR EQUAL) PROVIDE ADDITIONAL 2x4 PARTITION WALL 2x8 @ 16" O.C. PROVIDE ADDITIONAL 2-10gx3" LONG WOOD 2 - 2x4 OR 2 - 2x6 2-10g WOOD SCREWS 2x6 @ 16" O.C SCREWS ONE ON (SEE PLAN) X 3" LONG EACH SIDE TYP. 2 EQ. EQ. 1 SECTION SECTION S-3.0 1 SCALE: 1"=1'-0" 2 SCALE: 1"=1'-0" 2 - 2x8 @ 11" O.C. 2'-01 4"± 2x8 @ 16" O.C. 2x8 @ 16" O.C. 2x8 @ 16" O.C. TYP. 2 TYP. 1 NEW 2nd FLOOR CEILING FRAMING PLAN SCALE: 1/4"=1'-0" 2x6 @ 16" O.C. SIMILAR NEW 1/2" EXTERIOR 2x10 RIM JOIST 3 3 PLYWOOD SHEATHING 51'-1112" 3/4" PLYWOOD REINFORCE EXISTING 2x4 STUD w/NEW (2) 2x6 REINFORCE EXISTING 2x4 STUD w/NEW STUDS. SEE SECTION 3 2x6 STUDS. (TYP. AT 10'-0" CEILING NEW SIDING SEE (TYP. AT 14'-0" CEILING HEIGHT LOCATION) HEIGHT LOCATION) ARCH. DWGS 2x10 2x4 @ 16" WALL BELOW 2 - 2x6 @ 16" O.C. (TYP. AROUND STAIRS) NEW 2 - 2x6 ONE ON EACH STAIR 2x10 @ 16" O.C. 2x10 @ 16" O.C. SIDE OF EXIST. 2x4 NAILED OPENING 11'-6" EXIST. BRICK SEE TO 2x4 w10d NAILS @ 8" O.C. ARCH. DWGS EXIST. 2x4 @ 16" O.C. NEW CONT. FILLER PLATE 2x10 @ EXIST. RIM JOIST 16" O.C. EXIST. FLOOR DECK 3 - 1 3/4x22 LVL's 3 - 1 3/4x22 LVL's 3 - 2x6 POST 2x10 @ 16" O.C. 6"± EXIST. 26'-11" (IN-LINE WITH EXIST. NEW (3) 2x6 POST SET ON TOP OF 3 - 1 3/4x16 LVL's 2x10 @ 16" O.C. STEEL POST BELOW) EXISTING MASONRY WALL BOND TO V.I.F. BEAM V.I.F. 2x10 @ 16" O.C. EXIST. FLOOR JOISTS REINFORCE EXISTING 2x4 WALL w/NEW (NO CHANGE) 2x10 @ 16" O.C. 2x6 STUDS FROM TOP OF EXISTING 2 - 1 3/4x9 1/4 LVL MASONRY WALL TO THE NEW 2nd FLOOR EXIST. CRAWL SPACE AND ROOF SIMILAR TO SECTION 3 (NO CHANGE) 15'-43 4" 2 - 1 3/4x9 1/4 LVL 2 - 1 3/4x9 1/4 LVL EXIST. FOUNDATION WALL (NO CHANGE) OPEN TO BELOW 3 SECTION S-1.0 3 SCALE: 1"=1'-0" 9100 Kenton Ave SIMILAR Skokie, IL 60076 3 3 25'-1112"± 26'-0"± SECOND FLOOR FRAMING PLAN, 51'-1112" SECTIONS AND DETAILS 2 NEW 2nd FLOOR FRAMING PLAN SCALE: 1/4"=1'-0"  2x10 5/8" PLYWOOD 2x8 @ 16" O.C. 2x8 @ 16" O.C. 3'-6" 10d COMMON WIRE NAILS ((TYP.) 2x6 COLLAR TIES @ 32" O.C. SECTION 1 SCALE: 3/4"=1'-0" 1 S-2.0 EXISTING ROOF BELOW 2x8 @ 16" O.C. (NO CHANGE) 1 10 2x 2x 10 2x6 COLLAR TIES 32" O.C. 2x8 @ 16" O.C. 2x10 HIP 2x8 @ 16" O.C. 2x8 @ 16" O.C. 10 2x 10 2x NOTE, SEE ARCHITECTURAL FOR ROOF SLOPES. EXISTING ROOF BELOW (NO CHANGE) ROOF FRAMING PLAN 9100 Kenton Ave SCALE: 1/4"=1'-0" Skokie, IL 60076 ROOF FRAMING PLAN, SECTIONS AND DETAILS 2  CLOSET BEDROOM 5 23004 9-27-2023 ISSUE FOR PERMIT 09/27/2023 ISSUE FOR REV.1 1 01/16/2024 ISSUE FOR REV.2 2 04/01/2024 ISSUED CLIENT:  CLOSET OUTDOOR PATIO 23004 9-27-2023 ISSUE FOR PERMIT 09/27/2023 ISSUE FOR REV.1 1 01/16/2024 ISSUE FOR REV.2 2 04/01/2024 ISSUED CLIENT: GENERAL NOTE: 1. HOUSE TO BE FULLY SPRINKLERED. CONTRACTOR TO SUBMIT FIRE PROTECTION PLAN FOR APPROVAL. 23004 9-27-2023 ISSUE FOR PERMIT 09/27/2023 ISSUE FOR REV.1 1 01/16/2024 ISSUE FOR REV.2 2 04/01/2024 ISSUED CLIENT: