General

Village of Winnetka Zoning Administrator Meeting July 17, 2023 at 4:00 PM Winnetka Village Hall Council Chambers 510 Green Bay Road AGENDA 1. Call to Order & Roll Call 2. Public Comments 3. New Applications a. Case No. 23-12-ZA - 789 Humboldt Avenue: An application seeking approval of a zoning variation to allow replacement of an existing legally nonconforming portion of the existing residence at 789 Humboldt Avenue that would provide less than the minimum required rear yard setback from the westerly property line. The Zoning Administrator has final jurisdiction on this request. 4. Adjournment NOTICE Public comment is permitted on all agenda items at the meeting. If you wish to provide testimony or comments prior to the meeting, you may provide them one of two ways: (1) by sending an email to planning@winnetka.org; or by sending a letter to Community Development, Village of Winnetka, 510 Green Bay Road, Winnetka, IL 60093. All agenda materials are available at www.villageofwinnetka.org/agendacenter. The Village of Winnetka, in compliance with the Americans with Disabilities Act, requests that persons with disabilities, who require certain accommodations to allow them to observe and/or participate in this meeting or have questions about the accessibility of the meeting or facilities contact the Village ADA Coordinator at 510 Green Bay Road, Winnetka, Illinois 60093, (Telephone (847) 716-3543; T.D.D. (847) 501-6041). Page 1 of 16  NOTICE OF WINNETKA ZONING ADMINISTRATOR PUBLIC HEARING Notice is hereby given that a public hearing will be held by the Winnetka Zoning Administrator on MONDAY, JULY 17, 2023 AT 4:00 PM in the Council Chamber of the Winnetka Village Hall at 510 Green Bay Road, Winnetka, Illinois for the purpose of considering the following: CASE NO. 23-12-ZA 789 HUMBOLDT AVENUE – ALTERATONS TO RESIDENCE An application submitted by Dan Greiwe and Phyllis Myers (collectively the “Applicant”), as the contract purchaser of the property located at 789 Humboldt Avenue (the “Subject Property”), on behalf of the Valerie P. Kennedy 1994 Trust, the current owner of the Subject Property, to allow replacement of an existing legally nonconforming portion of the existing residence on the Subject Property. The Applicant has filed an application seeking the following variation from the Zoning Ordinance: 1. A variation to provide less than the minimum required rear yard setback of 22.5 feet from the westerly property line. The Subject Property (Parcel Index Number 05-17-415-025-0000) is generally located on the southwest corner of the intersection of Humboldt and Prospect Avenues and is zoned R-3 Single Family Residential. The Subject Property contains an existing two-story residence with an attached garage. PUBLIC COMMENT & APPLICATION INFORMATION At said public hearing and at any adjournment thereof, all persons interested are invited to attend and be heard. The agenda and materials for the meeting will be posted on the Village’s website - www.villageofwinnetka.org/agendas no later than Thursday, July 13, 2023. Persons seeking additional information concerning this application are directed to email inquiries to planning@winnetka.org or by calling 847-716-3525. If you wish to provide testimony or comments prior to the meeting, you may provide them one of two ways: 1) By sending an email to planning@winnetka.org; or 2) By sending a letter to Community Development, Village of Winnetka, 510 Green Bay Rd, Winnetka, IL 60093. The Village of Winnetka, in compliance with the Americans with Disabilities Act, requests that persons with disabilities, who require certain accommodations to allow them to observe and/or participate in this meeting or have questions about the accessibility of the meeting facilities, contact the Village ADA Coordinator at 510 Green Bay Road, Winnetka, Illinois 60093 [Telephone: (847) 716-3543; T.T.Y.: (847) 501-6041. Page 2 of 16  Subject Property Proposed Addition in Compliance with Zoning Location of Construction Requiring Zoning Variation Excerpt of Proposed Site Plan (Note: Details may change through review process.) Page 3 of 16  23-12-ZA Page 4 of 16 06/19.2023 Dear Zoning Administrator, 789 Humboldt Ave is an irregular corner lot. The zoning code corner lot definition seems to address regular corner lots where the shorter of the two frontages is typically the front yard. In this instance, the shorter of the two frontages (40.10’) is diminutive in comparison to the much larger 185.69’ that faces Humboldt. The house faces Humboldt Avenue, but the side of the house technically qualifies as the rear yard. Due to this categorization in the zoning code, the existing house encroaches into the rear yard setback. We are asking for zoning relief for two changes to the existing building; 1. The owner would like to add windows in the existing southeast elevation of the house 2. The owner would like to rebuild the existing square footage of the sunroom off the of the back (northwest corner of the southwest elevation) which has currently fallen into disrepair. In application of the Standards for Granting of Zoning Variations: 1. 789 Humboldt cannot yield a reasonable return if permitted to be used only under the current conditions allowed by the regulations of the district. Ten feet of the existing structure encroaches into the rear yard setback, this portion of the house has fallen into disrepair and requires restoration. 2. The 789 Humboldt lot is unique in shape. The siting of the original house encroaches on the rear yard setback. To remove this portion of the house and rebuild it in the “buildable area” would create extreme hardship on the owner and it would have an adverse effect on the architecture of the house and the neighborhood. 3. The variation, if grated, will not alter the essential character of the locality as the footprint of the encroached portion of the house will remain exactly the same in footprint and in character. 4. The volume of the house does not change, therefore the impact of light and air on the adjacent homes remains the same. 5. The volume of the house does not change, therefore the hazard for fire or other damages to the property will not increase. In fact, given the materials and construction methods to be used, the hazard will decrease. 6. The revisions to the house will increase the taxable value of the land and buildings throughout the Village due to the upgrades in materials and performance. 7. The congestion to the public street will not increase due to the footprint of the building not changing and the function of the property shall remain the same. 8. The public health, safety, comfort, morals and welfare of the inhabitants of the Village will not be otherwise impaired as the building footprint in the encroached area is not changing. The existing structure includes a legal nonconformity in the rear yard setback. Our proposed improvement requires formalizing of the nonconformity without increasing the square footage/degree of the non conformity. The proposed improvement will enhance the utility and value of the property within the context of the established neighborhood and there is no economically viable alternative that will cure the nonconformity. We are requesting a reduction of the rear yard setback from 22.5” to 12.42” (44.8% reduction) to allow the existing building envelope to stay in its existing location. Thank you, Heidi Paul Architect for the Myers + Greiwe Family Paul Studio Design 312.401.4025 Page 5 of 16 Page 6 of 16  CT PE OS PR UE EN AV 40 .1 0' ps PAUL STUDIO DESIGN 845 WEST FULLERTON /4" RD CHICAGO, IL 60614 1 PAULSTUDIO@ME.COM '-8 YA 312.401.4025 40 NT CK O BA FR SET 0 ' 0 .0 15 EXISTING SECOND FLOOR AREA: 971.74 SF " '-0 RD 12 YA K DE AC EXISTING BLDG SI ETB COVERAGE: 3,047.6 SF S 6'- 3 1/ 2" PROPOSED ADDITON COVERAGE: 59.3 SF CORN 29 ER FR'-0" 16 " '-6 ARD '-2 " 4'- 7 O N 2 SETB NT YARD 1/ 2 Y K 2" 6" 3 SECOND FLOOR AREA DIAGRAM AR BAC ACK 7'- scale: 3/32" = 1'-0" E R ET O TI 8" 8'- S NE PA O '-2 " ST 12 IMPERMEABLE PATIO AND WALKWAY EXISTING TO BE REBUILT COVERAGE: 886 SF ' -5" . 6'-8" FLOOR AREA: 120.7 SF 12 IST K EX BAC IVE T SE K DR ST BRIC O NE W AL .69' K 185 E DRI V ISSUED FOR: DATE: BLE PROPOSED ADDITON ST O MEA DD REVIEW 06.23.23 FLOOR AREA: 59.3 SF NE PER EXISTING FIRST W AL N K FLOOR AREA: 3,047.6 SF AP O 14 ET E R UE NC 0 R VEN 6.7 CO ' EXISTING TO BE REBUILT TA FLOOR AREA: 120.7 SF OLD PRIVATE MB RESIDENCE 789 HUMBOLDT AVE HU WINNETKA, IL 60093 IVE DR ICK BR SITE PLAN FIRST FLOOR AREA DIAGRAM 2 scale: 3/32" = 1'-0" N SITE PLAN 1 scale: 3/32" = 1'-0" N A1.1 Page 7 of 16  LEGEND EXISTING WALL TO REMAIN EXISTING TO BE REMOVED GENERAL DEMO NOTES A. REMOVE ALL ITEMS INDICATED. CONTRACTOR IS RESPONSIBLE FOR SHORING OF EXISTING CONSTRUCTION AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. B. PROTECT ALL EXISTING STRUCTURE TO REMAIN FROM DAMAGE & DEBRIS DURING DEMOLITION & CONSTRUCTION C. REMOVE INSULATION AND ANY ELECTRICAL AND PLUMBING 3 3 SERVICES AS REQUIRED. D. REMOVE ALL ABANDONED WATER, WASTE, VENT, ELECTRIC AND GAS LINES AS REQUIRED. E. CAP ALL WATER, WASTE , GAS AND ELECTRICAL SERVICES AS REQUIRED. ps PAUL STUDIO DESIGN F. REMOVE ALL INTERIOR FINISHES. 845 WEST FULLERTON CHICAGO, IL 60614 PAULSTUDIO@ME.COM 1 .401.40 5 DEMO NOTES 1. REMOVE PORTION OF EXISTING WALL & PREPARE AREA FOR NEW OPENING 2. REMOVE EXISTING EXTERIOR WALL AND WINDOWS/DOOR FOR ADDITION 3. REMOVE EXISTING WINDOW/DOOR & 3 PREPARE AREA AS REQUIRED FOR NEW WINDOW/DOOR 4. REMOVE EXISTING INTERIOR 3 PARTITION & TRIM 5. REMOVE EXISTING STAIR CONSTRUCTION 3 6. REMOVE EXISTING DOOR & CASING GARAGE 7. REMOVE EXISTING CABINETRY & 3 3 --- COUNTERTOP 8. REMOVE EXISTING PLUMBING FIXTURES UP 9. REMOVE EXISTING APPLIANCES 10. REMOVE EXISTING SKYLIGHT & ROOF 11. REMOVE EXISTING DECK & ROOF 3 UP 3 3 3 3 3 3 6 4 3 DINING D W 8 3 3 3 --- 3 9 9 3 7 3 4 3 1 1 LAUNDRY MUDROOM --- --- 6 3 SUNROOM 4 4 --- ELEC 3 FURN. W.H. 4 UP 6 9 ENTRY 3 FOYER 3 3 4 6 --- 6 8 3 1 1 1 7 4 7 UP 3 LIVING ROOM PANTRY 6 --- KITCHEN --- 8 3 5 4 6 KITCHEN 8 7 --- 7 3 STUDY 6 6 --- 8 4 4 6 4 4 1 9 BATH ISSUED FOR: DATE: 8 8 9 --- GUEST 4 BEDROOM SD REVIEW 05.26.23 6 3 W/C --- ZONING REVIEW 06.19.23 4 6 --- 3 3 2 2 8 8 BREAKFAST 1 NOOK 2 --- 3 1 3 LIBRARY 2 2 --- 10 10 PRIVATE 3 RESIDENCE 10 3 789 HUMBOLDT AVE WINNETKA, IL 60093 3 FIRST FLOOR DEMOLITION FIRST FLOOR DEMOLITION PLAN PLAN 1 scale: 1/4" = 1'-0" N D2.1 Page 8 of 16  LEGEND EXISTING WALL TO REMAIN EXISTING TO BE REMOVED GENERAL DEMO NOTES A. REMOVE ALL ITEMS INDICATED. CONTRACTOR IS RESPONSIBLE FOR SHORING OF EXISTING CONSTRUCTION AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. B. PROTECT ALL EXISTING STRUCTURE TO REMAIN FROM DAMAGE & DEBRIS DURING DEMOLITION & CONSTRUCTION C. REMOVE INSULATION AND ANY ELECTRICAL AND PLUMBING SERVICES AS REQUIRED. D. REMOVE ALL ABANDONED WATER, WASTE, VENT, ELECTRIC AND GAS LINES AS REQUIRED. E. CAP ALL WATER, WASTE , GAS AND ELECTRICAL SERVICES AS REQUIRED. ps PAUL STUDIO DESIGN F. REMOVE ALL INTERIOR FINISHES. 845 WEST FULLERTON CHICAGO, IL 60614 PAULSTUDIO@ME.COM 1 .401.40 5 DEMO NOTES 1. REMOVE PORTION OF EXISTING WALL & PREPARE AREA FOR NEW OPENING 2. REMOVE EXISTING EXTERIOR WALL AND WINDOWS/DOOR FOR ADDITION 3. REMOVE EXISTING WINDOW/DOOR & PREPARE AREA AS REQUIRED FOR NEW WINDOW/DOOR 4. REMOVE EXISTING INTERIOR PARTITION & TRIM 5. REMOVE EXISTING STAIR CONSTRUCTION 6. REMOVE EXISTING DOOR & CASING 7. REMOVE EXISTING CABINETRY & COUNTERTOP 3 8. REMOVE EXISTING PLUMBING FIXTURES 9. REMOVE EXISTING APPLIANCES 10. REMOVE EXISTING SKYLIGHT & ROOF 11. REMOVE EXISTING DECK & ROOF W.I.C. --- 4 6 4 PRIMARY BEDROOM 3 --- 3 3 4 8 PRIMARY 6 BATH --- 8 4 4 6 6 8 6 4 4 4 4 6 4 4 3 STAIR 4 5 HALL BEDROOM --- --- 3 6 8 3 8 8 6 BATH ISSUED FOR: DATE: --- 4 7 7 SD REVIEW 05.26.23 ZONING REVIEW 06.19.23 7 3 1 3 1 11 11 PRIVATE 10 10 RESIDENCE 789 HUMBOLDT AVE WINNETKA, IL 60093 SECOND FLOOR DEMOLITION SECOND FLOOR DEMOLITION PLAN PLAN 1 scale: 1/4" = 1'-0" N D2.2 Page 9 of 16  LEGEND EXISTING WALL TO REMAIN EXISTING TO BE REMOVED GENERAL DEMO NOTES A. REMOVE ALL ITEMS INDICATED. CONTRACTOR IS RESPONSIBLE FOR SHORING OF EXISTING CONSTRUCTION AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. B. PROTECT ALL EXISTING STRUCTURE TO REMAIN FROM DAMAGE & DEBRIS 13 DURING DEMOLITION & CONSTRUCTION 12 C. REMOVE INSULATION AND ANY ELECTRICAL AND PLUMBING VIF CENTER ON INTERIOR SPACE SERVICES AS REQUIRED. D. REMOVE ALL ABANDONED WATER, WASTE, VENT, ELECTRIC AND GAS LINES AS REQUIRED. E. CAP ALL WATER, WASTE , GAS AND ELECTRICAL SERVICES AS REQUIRED. ps PAUL STUDIO DESIGN F. REMOVE ALL INTERIOR FINISHES. 845 WEST FULLERTON CHICAGO, IL 60614 PAULSTUDIO@ME.COM 1 .401.40 5 3 DEMO NOTES 1 3 1 3 1. REMOVE PORTION OF EXISTING WALL & PREPARE AREA FOR NEW OPENING 2. REMOVE EXISTING EXTERIOR WALL AND WINDOWS/DOOR FOR ADDITION 10 10 3. REMOVE EXISTING WINDOW/DOOR & T/EXIST. SECOND FLR PREPARE AREA AS REQUIRED FOR 11 +9'-3" (V.I.F.) NEW WINDOW/DOOR 11 4. REMOVE EXISTING INTERIOR 2 PARTITION & TRIM 5. REMOVE EXISTING STAIR CONSTRUCTION ALIGN HEADS 6. REMOVE EXISTING DOOR & CASING 3 7. REMOVE EXISTING CABINETRY & 3 3 3 2 COUNTERTOP 8. REMOVE EXISTING PLUMBING 3 1 3 7'-8" FIXTURES EQUAL EQUAL 3 9. REMOVE EXISTING APPLIANCES 1 ALIGN SILLS 7'-0" VIF 10. REMOVE EXISTING SKYLIGHT & ROOF MODIFY 11. REMOVE EXISTING DECK / ROOF 12. REMOVE EXISTING ROOF FOR NEW EQUAL EQUAL NEW DR T/EXIST. FIRST FLR 1 SKYLIGHT 0'-0" (V.I.F.) 13. REMOVE VENT AND STACK 8" GRADE -1'-5" (V.I.F.) NORTH DEMOLITION ELEVATION 2 scale: 1/4" = 1'-0" 12 ISSUED FOR: DATE: SD REVIEW 05.26.23 ZONING REVIEW 06.19.23 3 3 T/EXIST. SECOND FLR +9'-3" (V.I.F.) PRIVATE RESIDENCE ALIGN ALIGN 789 HUMBOLDT AVE 3 3 3 3 3 3 3 3 3 3 WINNETKA, IL 60093 3 3 3 1'-0" 1'-0" 3 3 1 1 ALIGN ALIGN T/EXIST. FIRST FLR 0'-0" (V.I.F.) GRADE -1'-5" (V.I.F.) DEMOLITION EXTERIOR ELEVATIONS SOUTH DEMOLITION ELEVATION 1 scale: 1/4" = 1'-0" D3.0 Page 10 of 16  LEGEND EXISTING WALL TO REMAIN EXISTING TO BE REMOVED GENERAL DEMO NOTES A. REMOVE ALL ITEMS INDICATED. CONTRACTOR IS RESPONSIBLE FOR SHORING OF EXISTING CONSTRUCTION AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. B. PROTECT ALL EXISTING STRUCTURE 13 TO REMAIN FROM DAMAGE & DEBRIS DURING DEMOLITION & CONSTRUCTION C. REMOVE INSULATION AND ANY ELECTRICAL AND PLUMBING SERVICES AS REQUIRED. D. REMOVE ALL ABANDONED WATER, WASTE, VENT, ELECTRIC AND GAS LINES AS REQUIRED. E. CAP ALL WATER, WASTE , GAS AND ELECTRICAL SERVICES AS REQUIRED. ps PAUL STUDIO DESIGN F. REMOVE ALL INTERIOR FINISHES. 845 WEST FULLERTON CHICAGO, IL 60614 PAULSTUDIO@ME.COM 1 .401.40 5 DEMO NOTES 3 3 3 3 11 1. REMOVE PORTION OF EXISTING WALL & PREPARE AREA FOR NEW OPENING 2. REMOVE EXISTING EXTERIOR WALL AND WINDOWS/DOOR FOR ADDITION 3. REMOVE EXISTING WINDOW/DOOR & T/EXIST. SECOND FLR PREPARE AREA AS REQUIRED FOR +9'-3" (V.I.F.) NEW WINDOW/DOOR 10 4. REMOVE EXISTING INTERIOR 13 PARTITION & TRIM 5. REMOVE EXISTING STAIR CONSTRUCTION 6. REMOVE EXISTING DOOR & CASING 1 3 3 7. REMOVE EXISTING CABINETRY & 2 3 COUNTERTOP 3 8. REMOVE EXISTING PLUMBING 3 FIXTURES 9. REMOVE EXISTING APPLIANCES 10. REMOVE EXISTING SKYLIGHT & ROOF 3'-0" 11. REMOVE EXISTING DECK / ROOF 12. REMOVE EXISTING ROOF FOR NEW T/EXIST. FIRST FLR SKYLIGHT 0'-0" (V.I.F.) 13. REMOVE VENT AND STACK GRADE -1'-5" (V.I.F.) WEST DEMOLITION ELEVATION 2 scale: 1/4" = 1'-0" 13 ISSUED FOR: DATE: SD REVIEW 05.26.23 ZONING REVIEW 06.19.23 3 10 T/EXIST. SECOND FLR +9'-3" (V.I.F.) PRIVATE RESIDENCE 789 HUMBOLDT AVE 3 3 3 3 3 WINNETKA, IL 60093 3 3 3 3 3 T/EXIST. FIRST FLR 0'-0" (V.I.F.) GRADE -1'-5" (V.I.F.) DEMOLITION EXTERIOR ELEVATIONS EAST DEMOLITION ELEVATION 1 scale: 1/4" = 1'-0" D3.1 Page 11 of 16  GENERAL NOTES 1. ALL WORK TO CONFORM TO THE VILLAGE OF WINNETKA BUILDING AND ZONING CODE. 2. CONTRACTOR SHALL IMMEDIATELY INFORM THE ARCHITECT OF DISCREPANCIES INDICATED ON THE PERMITTED DOCUMENTS. 3. ALL NEW INTERIOR FINISHES TO MEET CLASS I FLAME SPREAD RATING. 4. HARDWIRED SMOKE DETECTORS WITH BATTERY BACKUP LOCATED IN ALL SLEEPING ROOMS & OUTSIDE EACH SLEEPING AREA. MINIMUM ONE PER FLOOR. 5. HARDWIRED CARBON MONOXIDE DETECTOR WITH BATTERY BACKUP; MINIMUM ONE PER FLOOR. WINDOW & DOOR NOTES 1. SAFETY GLAZING SHALL BE PROVIDED FOR ALL SWINGING/SLIDING DOORS, WINDOWS ADJACENT TO ps DOORS, EXPOSED PANES GREATER THAN 9 SF, BOTTOM EDGE LESS THAN 18" A.F.F. AND WITHIN 36" OF A WALKING SURFACE. 2. ALL NEW INTERIOR DOORS TO BE SOLID CORE, 1 3/4" THICK. ALL BEDROOMS TO HAVE 1 3/4" THICK SOLID 116.2 116.3 CORE DOORS WITH 1 3/4" RABETTED DOOR JAMBS 3. EMERGENCY ESCAPE OPENINGS SHALL HAVE MAX. PAUL STUDIO DESIGN 845 WEST FULLERTON SILL HT. 44" A.F.F., CLEAR WIDTH 20" MIN., CLEAR HT. CHICAGO, IL 60614 24" MIN. AND CLEAR OPENING 5.7sf MIN. PAULSTUDIO@ME.COM 4. EXIT DOORS SHALL BE NOT LESS THAN 32" IN WIDTH 312.401.4025 5. ALL DOORS AND WINDOWS DIMENSIONED FROM THE FACE OF THE WALL TO THE CENTERLINE OF THE DOOR OR WINDOW. UNLESS NOTED OTHERWISE. STAIR NOTES LEGEND Stairways - IRC Section 311.7 and 312: X WINDOW TAG E · Width: Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the required headroom height. Handrails shall not project more than 4-1/2 inches on either side of the stairway and the clear width (SEE SCHEDULE) of the stairway at and below the handrail height, including treads and landings, shall be not less than 31-1/2 inches where a handrail is installed on one side and 27 inches where handrails are provided on both sides. · Headroom: The headroom in stairways shall be not less than 6 feet 8 inches measured vertically from the sloped line adjoining the tread nosing or from the floor surface of the landing or platform on that portion of the stairway. XXX.1 DOOR TAG 1 D · · Vertical rise: A flight of stairs shall not have a vertical rise larger than 147 inches between floor levels or landings. Stair treads and risers: The riser height shall be not more than 7-3/4 inches. Open risers are permitted provided that the (SEE SCHEDULE) openings do not permit the passage of a 4-inch-diameter sphere. The tread depth shall be not less than 10 inches. A3.0 · Nosings: A nosing projection not less than 3/4 inch and not more than 1-1/4 inches shall be provided on stairways with solid risers. Beveling of nosings shall not exceed 1/2 inch. 1 PLUMBING FIXTURE C · Landings for stairways: There shall be a floor or landing at the top and bottom of each stairway. The width perpendicular to the direction of travel shall be not less than the width of the flight served. Where the stairway has a straight run, the depth in the (SEE SCHEDULE) GARAGE direction of travel shall be not less than 36 inches. B1 · Stairway walking surface: The walking surface of treads and landings of stairways shall be sloped not steeper than one unit B 116 vertical in 48 inches horizontal (2-percent slope). · Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, shall be not less than 34 inches 4 A6.0 3 INTERIOR ELEVATION 8'-0" and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly TAG above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1-1/2 inches between the wall and the handrails. 5 UP · Grip-size: Required handrails shall be of one of the following types or provide equivalent graspability. Type I. Handrails with a circular cross section shall have an outside diameter of not less than 1-1/4 inches and not greater than 2 inches. If the handrail is not circular, it shall have a perimeter dimension of not less than 4 inches and not greater than 6-1/4 inches with a cross CO CARBON DIOXIDE/ NEW STOOP (GRADE TO 1ST FLOOR): section dimension of not more than 2-1/4 inches. Edges shall have a radius of not less than 0.01 inch. Type II. Handrails with a SD SMOKE DETECTOR perimeter greater than 6-1/4 inches shall have a graspable finger recess area on both sides of the profile. The finger recess shall 3 RISERS @ 6" A BEDROOM EGRESS 2'-8" begin within a distance of 3/4 inch measured vertically from the tallest portion of the profile and achieve a depth of not less than 5/16 inch within 7/8 inch below the widest portion of the profile. The width of the handrail above the recess shall be not less than 2 TREADS @ 16" + 1" NOSING = 17" UNIT DIMENSIONS ARE 116.4 1-1/4 inchesand not more than 2-3/4 inches. Edges shall have a radius of not less than 0.01 inch. EXTERIOR FROST FREE · Guards: Guards shall be located along open-sided walking surfaces, including stairs, ramps and landings, that are located 2R + 1T = 28" 3'-4" WIDE x 5'-8" HIGH 116.1 more than 30 inches measured vertically to the floor or grade below at any point within 36 inches horizontally to the edge of the HOSE BIB UP EX open side. Required guards shall be not less than 36 inches in height as measured vertically above the adjacent walking STAIR WIDTH = 8'-0" CASEMENT WINDOW surface or the line connecting the leading edges of the treads. Guards on the open sides of stairs shall have a height not less 1'-4" A than 34 inches measured vertically from a line connecting the leading edges of the treads. Where the top of the guard serves as HANDRAIL @ 34" MIN. AFF a handrail on the open sides of stairs, the top of the guard shall be not less than 34 inches and not more than 38 inches as ±9'-0" 44" MAX SILL HEIGHT measured vertically from a line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. The triangular openings at the P S S P open side of stair, formed by the riser, tread and bottom rail of a guard, shall not allow passage of a sphere 6 inches in diameter BEDROOM P 3'-8" W 3'-8" 112 3'-0" W.H. P D W ROOFING NOTES V1 101.1 115.1 T V 1. CONTRACTOR TO PROVIDE FOR SEPARATION OF ±3'-3" ±9'-6" 1'-9" ±2'-8" 1'-9" 4'-0" ±7'-6" U U DISSIMILAR METALS (SUCH AS BETWEEN ZINC AND ±3'-0" ALUMINUM) WHEN REQUIRED TO PREVENT GALVANIC R MUD ROOM LAUNDRY 112.2 ACTION. 114 115 F 2'-7" 115.2 2. ANY VENT OR STACK FROM AN APPLIANCE, SUNROOM 2'-1" 2'-3" 1'-3" 2'-8" MECHANICAL OR PLUMBING COMPONENT TO BE 103 5'-0" VENTED IN ACCORDANCE WITH ALL APPLICABLE ENTRY ELEC 3'-0" CODES. ALL VENTS AND CAPS TO RISE ABOVE THE EQ. UP FOYER FURN. ±2'-10" 113.1 BATH 113.2 ROOF WITH THE REQUIRED CLEARANCES AND TO BE 101 114.1 FLASHED. 113 G 3. VERIFY LOCATION OF ANY AND ALL ROOF OR WALL Q EQ. EQ. 1'-7" PENETRATIONS WITH ARCHITECT PRIOR TO INSTALLATION. 2'-0 1/2" 103.1 4. PROVIDE PRE-FINISHED METAL GUTTER AND UP 112.1 P 103.2 ovens DOWNSPOUT SYSTEM (MATCH WINDOW CLAD COLOR) ref/frz PER DRAWINGS U.N.O. CONTRACTOR RESPONSIBLE 1'-8 1/2" LIVING ROOM EQ. FOR VERIFYING SIZE, QUANTITIES AND LOCATIONS OF ±7'-11" 1'-3" GUTTERS, SCUPPERS, DOWNSPOUTS, ETC., AS built-in 8'-0" built-in 102 4'-2" 101.2 3'-8" 3'-3" KITCHEN 2'-1" H2 REQUIRED FOR A COMPLETE INSTALLATION. 3'-8" ±4'-2" 3'-3" 111.1 111 EQ. COORDINATE WITH LOCATIONS INDICATED IN DRAWINGS AND REVIEW ANY CHANGES/ADDITIONS WITH ARCHITECT PRIOR TO INSTALLATION. ALL 3'-7" DOWNSPOUTS TO DRAIN TO UNDERGROUND STORM WATER COLLECTION SYSTEM PER CIVIL DRAWINGS, 3'-8" H1 UNLESS NOTED OTHERWISE. COORDINATE DETAILS 104.1 6'-0" ±13'-1 1/2" WITH CIVIL AND LANDSCAPE DESIGN TO ENSURE ALIGNMENT OF DOWNSPOUTS WITH BELL V.I.F. CONNECTION LOCATIONS TO UNDERGROUND SYSTEM EQ. ice 3'-7" - NO OFFSETS WILL BE ACCEPTED. H 5. PROVIDE CONTINUOUS WATERPROOF UNDERLAYMENT 2'-0 1/2" 5'-0" 5'-0" 3'-3" 2'-0 1/2" ("ICE & WATER SHIELD" BY W.R. GRACE OR APPROVED STUDY 1'-6" POWDER RM 2'-6" EQUAL) AT ALL ROOF VALLEYS, HIPS, EAVES, RAKES, 102.1 104 109 3'-3" LOW SLOPE AND FLAT ROOFS AND CHANGES IN ROOF ISSUED FOR: DATE: 3'-10 1/2" PITCH. 2 1'-9" EQ. 12'-0" EQ. 109.1 110.1 6. AT EAVES, WATERPROOF UNDERLAYMENT TO EXTEND DD REVIEW 06.23.23 A3.1 3'-0" ±3" 1 2'-0" 24" (MIN.) HORIZONTALLY INTO HEATED SPACE WHEN ±1'-9" A3.1 ROOF PITCH IS 4:12 OR GREATER. EXTEND 105.1 N BATH WATERPROOF UNDERLAYMENT 36" (MIN.) 1'-0" 1'-0" ±8'-1" 105 HORIZONTALLY INTO HEATED SPACE WHEN ROOF J ±2'-7" EQ. ±8'-7" EQ. ±14'-4" ±6'-11" 1'-9" 3'-6" 5'-0" EQ. 12'-0" EQ. 3'-4" PITCH IS LESS THAN 4:12. 7. INSTALL WATERPROOF UNDERLAYMENT AT EAVES PER 1'-2" 7" 3'-0" UP MANUFACTURER'S STANDARD INSTALLATION DETAILS VESTIBULE 5'-6" 6'-8" FOR "HIGH SNOW AREAS". 108 BREAKFAST N1 N F DINING 110 3'-4" ALCOVE 3'-9" 9'-8" 3'-8" ROOM 107 M 106 106.1 2'-10" 4'-7" J 4'-5" 3" 5'-0 1/2" K 9'-3" K 5'-0 1/2" PRIVATE 3'-0" 9'-0" 19'-4" RESIDENCE ±8'-1" F ±7'-1" 1'-0" 1'-0" 789 HUMBOLDT AVE V.I.F. ±5'-7" V.I.F. WINNETKA, IL 60093 2'-0" 2 L A3.0 ±8'-0" 15'-4" V.I.F. V.I.F. ±23'-4" V.I.F. PROPOSED FIRST FLOOR PROPOSED FIRST FLOOR PLAN PLAN 1 scale: 1/4" = 1'-0" N A2.1 Page 12 of 16  GENERAL NOTES 1. ALL WORK TO CONFORM TO THE VILLAGE OF WINNETKA BUILDING AND ZONING CODE. 2. CONTRACTOR SHALL IMMEDIATELY INFORM THE ARCHITECT OF DISCREPANCIES INDICATED ON THE PERMITTED DOCUMENTS. 3. ALL NEW INTERIOR FINISHES TO MEET CLASS I FLAME SPREAD RATING. 4. HARDWIRED SMOKE DETECTORS WITH BATTERY BACKUP LOCATED IN ALL SLEEPING ROOMS & OUTSIDE EACH SLEEPING AREA. MINIMUM ONE PER FLOOR. 5. HARDWIRED CARBON MONOXIDE DETECTOR WITH BATTERY BACKUP; MINIMUM ONE PER FLOOR. WINDOW & DOOR NOTES 1. SAFETY GLAZING SHALL BE PROVIDED FOR ALL SWINGING/SLIDING DOORS, WINDOWS ADJACENT TO ps DOORS, EXPOSED PANES GREATER THAN 9 SF, BOTTOM EDGE LESS THAN 18" A.F.F. AND WITHIN 36" OF A WALKING SURFACE. 2. ALL NEW INTERIOR DOORS TO BE SOLID CORE, 1 3/4" THICK. ALL BEDROOMS TO HAVE 1 3/4" THICK SOLID CORE DOORS WITH 1 3/4" RABETTED DOOR JAMBS 3. EMERGENCY ESCAPE OPENINGS SHALL HAVE MAX. PAUL STUDIO DESIGN 845 WEST FULLERTON SILL HT. 44" A.F.F., CLEAR WIDTH 20" MIN., CLEAR HT. CHICAGO, IL 60614 24" MIN. AND CLEAR OPENING 5.7sf MIN. PAULSTUDIO@ME.COM 4. EXIT DOORS SHALL BE NOT LESS THAN 32" IN WIDTH 312.401.4025 5. ALL DOORS AND WINDOWS DIMENSIONED FROM THE FACE OF THE WALL TO THE CENTERLINE OF THE DOOR OR WINDOW. UNLESS NOTED OTHERWISE. STAIR NOTES LEGEND Stairways - IRC Section 311.7 and 312: X WINDOW TAG · Width: Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the required headroom height. Handrails shall not project more than 4-1/2 inches on either side of the stairway and the clear width (SEE SCHEDULE) of the stairway at and below the handrail height, including treads and landings, shall be not less than 31-1/2 inches where a handrail is installed on one side and 27 inches where handrails are provided on both sides. · Headroom: The headroom in stairways shall be not less than 6 feet 8 inches measured vertically from the sloped line adjoining the tread nosing or from the floor surface of the landing or platform on that portion of the stairway. XXX.1 DOOR TAG 1 · · Vertical rise: A flight of stairs shall not have a vertical rise larger than 147 inches between floor levels or landings. Stair treads and risers: The riser height shall be not more than 7-3/4 inches. Open risers are permitted provided that the (SEE SCHEDULE) openings do not permit the passage of a 4-inch-diameter sphere. The tread depth shall be not less than 10 inches. A3.0 · Nosings: A nosing projection not less than 3/4 inch and not more than 1-1/4 inches shall be provided on stairways with solid risers. Beveling of nosings shall not exceed 1/2 inch. 1 PLUMBING FIXTURE · Landings for stairways: There shall be a floor or landing at the top and bottom of each stairway. The width perpendicular to the direction of travel shall be not less than the width of the flight served. Where the stairway has a straight run, the depth in the (SEE SCHEDULE) direction of travel shall be not less than 36 inches. · Stairway walking surface: The walking surface of treads and landings of stairways shall be sloped not steeper than one unit vertical in 48 inches horizontal (2-percent slope). Z · Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, shall be not less than 34 inches 4 A6.0 3 INTERIOR ELEVATION and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall TAG terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1-1/2 inches between the wall and the handrails. 5 · Grip-size: Required handrails shall be of one of the following types or provide equivalent graspability. Type I. Handrails with a circular cross section shall have an outside diameter of not less than 1-1/4 inches and not greater than 2 inches. If the handrail is not circular, it shall have a perimeter dimension of not less than 4 inches and not greater than 6-1/4 inches with a cross CO CARBON DIOXIDE/ section dimension of not more than 2-1/4 inches. Edges shall have a radius of not less than 0.01 inch. Type II. Handrails with a SD SMOKE DETECTOR perimeter greater than 6-1/4 inches shall have a graspable finger recess area on both sides of the profile. The finger recess shall W.I.C. begin within a distance of 3/4 inch measured vertically from the tallest portion of the profile and achieve a depth of not less than ±5'-7" 5/16 inch within 7/8 inch below the widest portion of the profile. The width of the handrail above the recess shall be not less than 205 · 1-1/4 inchesand not more than 2-3/4 inches. Edges shall have a radius of not less than 0.01 inch. Guards: Guards shall be located along open-sided walking surfaces, including stairs, ramps and landings, that are located EXTERIOR FROST FREE more than 30 inches measured vertically to the floor or grade below at any point within 36 inches horizontally to the edge of the open side. Required guards shall be not less than 36 inches in height as measured vertically above the adjacent walking HOSE BIB surface or the line connecting the leading edges of the treads. Guards on the open sides of stairs shall have a height not less than 34 inches measured vertically from a line connecting the leading edges of the treads. Where the top of the guard serves as a handrail on the open sides of stairs, the top of the guard shall be not less than 34 inches and not more than 38 inches as measured vertically from a line connecting the leading edges of the treads. Required guards shall not have openings from the 205.1 walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. The triangular openings at the open side of stair, formed by the riser, tread and bottom rail of a guard, shall not allow passage of a sphere 6 inches in diameter 3'-4" 3'-4" ±17'-7" ROOFING NOTES 4'-0" X 1. CONTRACTOR TO PROVIDE FOR SEPARATION OF 204.2 Y X DISSIMILAR METALS (SUCH AS BETWEEN ZINC AND PRIMARY ALUMINUM) WHEN REQUIRED TO PREVENT GALVANIC 6" BEDROOM ACTION. 206.1 204 X BEDROOM EGRESS 2. ANY VENT OR STACK FROM AN APPLIANCE, UNIT DIMENSIONS ARE MECHANICAL OR PLUMBING COMPONENT TO BE 3'-0" 3'-0" WIDE x 4'-4" HIGH VENTED IN ACCORDANCE WITH ALL APPLICABLE CASEMENT WINDOW CODES. ALL VENTS AND CAPS TO RISE ABOVE THE PRIMARY BATH ROOF WITH THE REQUIRED CLEARANCES AND TO BE 44" MAX SILL HEIGHT ±8'-7" 204.1 FLASHED. 206.3 206.2 206 3. VERIFY LOCATION OF ANY AND ALL ROOF OR WALL STAIR (1ST FLOOR TO 2ND FLOOR): PENETRATIONS WITH ARCHITECT PRIOR TO ±5'-1" 15 RISERS @ 7.40" INSTALLATION. 4'-8" 3'-6" 14 TREADS @ 10" + 1" NOSING = 11" 4. PROVIDE PRE-FINISHED METAL GUTTER AND 2R + 1T = 24.8" 4'-6" 2'-10" 6'-8" 202.2 202.3 DOWNSPOUT SYSTEM (MATCH WINDOW CLAD COLOR) STAIR WIDTH = 3'-8"; MIN. HEADROOM = 6'-8" PER DRAWINGS U.N.O. CONTRACTOR RESPONSIBLE HANDRAIL @ 34" MIN. AFF 202.1 FOR VERIFYING SIZE, QUANTITIES AND LOCATIONS OF GUTTERS, SCUPPERS, DOWNSPOUTS, ETC., AS EQ. 6'-0" EQ. REQUIRED FOR A COMPLETE INSTALLATION. ±2'-5" EQ. ±3'-1" COORDINATE WITH LOCATIONS INDICATED IN STAIR DRAWINGS AND REVIEW ANY CHANGES/ADDITIONS HALL 201.1 AA SKYLIGHT WITH ARCHITECT PRIOR TO INSTALLATION. ALL 201 DOWNSPOUTS TO DRAIN TO UNDERGROUND STORM ABOVE WATER COLLECTION SYSTEM PER CIVIL DRAWINGS, 3'-8" DN EQ. UNLESS NOTED OTHERWISE. COORDINATE DETAILS 3'-8" 5'-10" ±5'-2" WITH CIVIL AND LANDSCAPE DESIGN TO ENSURE BB ALIGNMENT OF DOWNSPOUTS WITH BELL SITTING ±7'-2" CONNECTION LOCATIONS TO UNDERGROUND SYSTEM 202 - NO OFFSETS WILL BE ACCEPTED. EQ. EQ. 5. PROVIDE CONTINUOUS WATERPROOF UNDERLAYMENT 3'-0" 1'-6" 3'-6" ±4'-1" AA ("ICE & WATER SHIELD" BY W.R. GRACE OR APPROVED EQUAL) AT ALL ROOF VALLEYS, HIPS, EAVES, RAKES, BATH 203.1 202.4 LOW SLOPE AND FLAT ROOFS AND CHANGES IN ROOF ISSUED FOR: DATE: 203 PITCH. 2 6. AT EAVES, WATERPROOF UNDERLAYMENT TO EXTEND DD REVIEW 06.23.23 ±2'-11" A3.1 24" (MIN.) HORIZONTALLY INTO HEATED SPACE WHEN 1 A3.1 ROOF PITCH IS 4:12 OR GREATER. EXTEND WATERPROOF UNDERLAYMENT 36" (MIN.) DD HORIZONTALLY INTO HEATED SPACE WHEN ROOF PITCH IS LESS THAN 4:12. CC 7. INSTALL WATERPROOF UNDERLAYMENT AT EAVES PER MANUFACTURER'S STANDARD INSTALLATION DETAILS FOR "HIGH SNOW AREAS". PRIVATE RESIDENCE 789 HUMBOLDT AVE WINNETKA, IL 60093 2 A3.0 PROPOSED SECOND FLOOR PROPOSED SECOND FLOOR PLAN PLAN 1 scale: 1/4" = 1'-0" N A2.2 Page 13 of 16  GENERAL NOTES 1. ALL WORK TO CONFORM TO THE VILLAGE OF WINNETKA BUILDING AND ZONING CODE. 2. CONTRACTOR SHALL IMMEDIATELY INFORM THE ARCHITECT OF DISCREPANCIES INDICATED ON THE PERMITTED DOCUMENTS. 3. ALL NEW INTERIOR FINISHES TO MEET CLASS I FLAME SPREAD RATING. 4. HARDWIRED SMOKE DETECTORS WITH BATTERY BACKUP LOCATED IN ALL SLEEPING ROOMS & OUTSIDE EACH SLEEPING AREA. MINIMUM ONE PER FLOOR. 5. HARDWIRED CARBON MONOXIDE DETECTOR WITH BATTERY BACKUP; MINIMUM ONE PER FLOOR. WINDOW & DOOR NOTES 1. SAFETY GLAZING SHALL BE PROVIDED FOR ALL SWINGING/SLIDING DOORS, WINDOWS ADJACENT TO ps DOORS, EXPOSED PANES GREATER THAN 9 SF, BOTTOM EDGE LESS THAN 18" A.F.F. AND WITHIN 36" OF A WALKING SURFACE. 2. ALL NEW INTERIOR DOORS TO BE SOLID CORE, 1 3/4" THICK. ALL BEDROOMS TO HAVE 1 3/4" THICK SOLID CORE DOORS WITH 1 3/4" RABETTED DOOR JAMBS 3. EMERGENCY ESCAPE OPENINGS SHALL HAVE MAX. PAUL STUDIO DESIGN 845 WEST FULLERTON SILL HT. 44" A.F.F., CLEAR WIDTH 20" MIN., CLEAR HT. CHICAGO, IL 60614 24" MIN. AND CLEAR OPENING 5.7sf MIN. PAULSTUDIO@ME.COM 4. EXIT DOORS SHALL BE NOT LESS THAN 32" IN WIDTH 312.401.4025 5. ALL DOORS AND WINDOWS DIMENSIONED FROM THE FACE OF THE WALL TO THE CENTERLINE OF THE DOOR OR WINDOW. UNLESS NOTED OTHERWISE. SLOPE SLOPE EXIST RIDGE EXIST STAIR NOTES LEGEND LINE Stairways - IRC Section 311.7 and 312: X WINDOW TAG · Width: Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the required headroom height. Handrails shall not project more than 4-1/2 inches on either side of the stairway and the clear width (SEE SCHEDULE) of the stairway at and below the handrail height, including treads and landings, shall be not less than 31-1/2 inches where a handrail is installed on one side and 27 inches where handrails are provided on both sides. · Headroom: The headroom in stairways shall be not less than 6 feet 8 inches measured vertically from the sloped line adjoining the tread nosing or from the floor surface of the landing or platform on that portion of the stairway. XXX.1 DOOR TAG 1 · · Vertical rise: A flight of stairs shall not have a vertical rise larger than 147 inches between floor levels or landings. Stair treads and risers: The riser height shall be not more than 7-3/4 inches. Open risers are permitted provided that the (SEE SCHEDULE) A3.0 EXIST CEDAR SHAKE · openings do not permit the passage of a 4-inch-diameter sphere. The tread depth shall be not less than 10 inches. Nosings: A nosing projection not less than 3/4 inch and not more than 1-1/4 inches shall be provided on stairways with solid ROOFING - PATCH AS risers. Beveling of nosings shall not exceed 1/2 inch. 1 PLUMBING FIXTURE · Landings for stairways: There shall be a floor or landing at the top and bottom of each stairway. The width perpendicular to the REQ'D direction of travel shall be not less than the width of the flight served. Where the stairway has a straight run, the depth in the (SEE SCHEDULE) direction of travel shall be not less than 36 inches. · Stairway walking surface: The walking surface of treads and landings of stairways shall be sloped not steeper than one unit vertical in 48 inches horizontal (2-percent slope). · Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, shall be not less than 34 inches 4 A6.0 3 INTERIOR ELEVATION and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall TAG terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1-1/2 inches between the wall and the handrails. 5 · Grip-size: Required handrails shall be of one of the following types or provide equivalent graspability. Type I. Handrails with a circular cross section shall have an outside diameter of not less than 1-1/4 inches and not greater than 2 inches. If the handrail is not circular, it shall have a perimeter dimension of not less than 4 inches and not greater than 6-1/4 inches with a cross CO CARBON DIOXIDE/ section dimension of not more than 2-1/4 inches. Edges shall have a radius of not less than 0.01 inch. Type II. Handrails with a SD SMOKE DETECTOR perimeter greater than 6-1/4 inches shall have a graspable finger recess area on both sides of the profile. The finger recess shall begin within a distance of 3/4 inch measured vertically from the tallest portion of the profile and achieve a depth of not less than EXIST. PREFINISHED 5/16 inch within 7/8 inch below the widest portion of the profile. The width of the handrail above the recess shall be not less than EXTERIOR FROST FREE SLOPE 1-1/4 inchesand not more than 2-3/4 inches. Edges shall have a radius of not less than 0.01 inch. METAL GUTTER SLOPE SLOPE · Guards: Guards shall be located along open-sided walking surfaces, including stairs, ramps and landings, that are located EXIST EXIST more than 30 inches measured vertically to the floor or grade below at any point within 36 inches horizontally to the edge of the HOSE BIB EXIST open side. Required guards shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Guards on the open sides of stairs shall have a height not less than 34 inches measured vertically from a line connecting the leading edges of the treads. Where the top of the guard serves as a handrail on the open sides of stairs, the top of the guard shall be not less than 34 inches and not more than 38 inches as measured vertically from a line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. The triangular openings at the open side of stair, formed by the riser, tread and bottom rail of a guard, shall not allow passage of a sphere 6 inches in diameter RIDGE EXIST. PREFINISHED METAL GUTTER EXIST CEDAR SHAKE ROOFING - PATCH AS LINE ROOFING NOTES REQ'D 1. CONTRACTOR TO PROVIDE FOR SEPARATION OF DISSIMILAR METALS (SUCH AS BETWEEN ZINC AND ALUMINUM) WHEN REQUIRED TO PREVENT GALVANIC ACTION. SLOPE 2. ANY VENT OR STACK FROM AN APPLIANCE, MECHANICAL OR PLUMBING COMPONENT TO BE EXIST RIDGE VENTED IN ACCORDANCE WITH ALL APPLICABLE CODES. ALL VENTS AND CAPS TO RISE ABOVE THE LINE ROOF WITH THE REQUIRED CLEARANCES AND TO BE FLASHED. 3. VERIFY LOCATION OF ANY AND ALL ROOF OR WALL SLOPE PENETRATIONS WITH ARCHITECT PRIOR TO EXIST INSTALLATION. 4. PROVIDE PRE-FINISHED METAL GUTTER AND EXIST. CHIMNEY CAP AND DOWNSPOUT SYSTEM (MATCH WINDOW CLAD COLOR) FLUE TERMINATION PER DRAWINGS U.N.O. CONTRACTOR RESPONSIBLE EXIST CEDAR SHAKE SLOPE FOR VERIFYING SIZE, QUANTITIES AND LOCATIONS OF ROOFING - PATCH AS GUTTERS, SCUPPERS, DOWNSPOUTS, ETC., AS REQ'D RIDGE EXIST REQUIRED FOR A COMPLETE INSTALLATION. LINE COORDINATE WITH LOCATIONS INDICATED IN EXIST. CHIMNEY CAP AND DRAWINGS AND REVIEW ANY CHANGES/ADDITIONS FLUE TERMINATION WITH ARCHITECT PRIOR TO INSTALLATION. ALL skylight DOWNSPOUTS TO DRAIN TO UNDERGROUND STORM WATER COLLECTION SYSTEM PER CIVIL DRAWINGS, SLOPE UNLESS NOTED OTHERWISE. COORDINATE DETAILS RIDGE WITH CIVIL AND LANDSCAPE DESIGN TO ENSURE EXIST LINE EXIST CEDAR SHAKE ALIGNMENT OF DOWNSPOUTS WITH BELL ROOFING - PATCH AS CONNECTION LOCATIONS TO UNDERGROUND SYSTEM REQ'D - NO OFFSETS WILL BE ACCEPTED. EXIST. CHIMNEY CAP AND 5. PROVIDE CONTINUOUS WATERPROOF UNDERLAYMENT SLOPE SLOPE FLUE TERMINATION RIDGE ("ICE & WATER SHIELD" BY W.R. GRACE OR APPROVED EXIST EXIST. PREFINISHED EQUAL) AT ALL ROOF VALLEYS, HIPS, EAVES, RAKES, LINE METAL GUTTER LOW SLOPE AND FLAT ROOFS AND CHANGES IN ROOF ISSUED FOR: DATE: PITCH. SLOPE SLOPE 2 6. AT EAVES, WATERPROOF UNDERLAYMENT TO EXTEND DD REVIEW 06.23.23 EXIST EXIST A3.1 1 24" (MIN.) HORIZONTALLY INTO HEATED SPACE WHEN A3.1 ROOF PITCH IS 4:12 OR GREATER. EXTEND WATERPROOF UNDERLAYMENT 36" (MIN.) HORIZONTALLY INTO HEATED SPACE WHEN ROOF RIDGE PITCH IS LESS THAN 4:12. LINE 7. INSTALL WATERPROOF UNDERLAYMENT AT EAVES PER NEW CEDAR SHAKE MANUFACTURER'S STANDARD INSTALLATION DETAILS SLOPE 1/4" ROOFING TO MATCH FOR "HIGH SNOW AREAS". SLOPE SLOPE PER FT. EXISTING LOW-SLOPE BITUMINOUS 6.5:12 6.5:12 ROOFING MEMBRANE UNDER COMPOSITE DECKING EXIST. PREFINISHED METAL GUTTER NEW CEDAR SHAKE ROOFING TO MATCH EXISTING PRIVATE RESIDENCE PREFINISHED METAL PREFINISHED METAL GUTTER, MATCH EXIST. 789 HUMBOLDT AVE GUTTER, MATCH EXIST. WINNETKA, IL 60093 SLOPE SLOPE 6.5:12 2 A3.0 PROPOSED ROOF PROPOSED ROOF PLAN PLAN 1 scale: 1/4" = 1'-0" N A2.3 Page 14 of 16  NEW CEDAR SHAKE ROOFING TO MATCH EXIST CEDAR SHAKE EXISTING ROOFING - PATCH AS REQ'D NEW WOOD SIDING - FINISH TO MATCH EXISTING HOUSE NEW EAVE TRIM TO MATCH EXISTING DETAIL EXIST WOOD SIDING AND TRIM - PRIME FOR NEW PAINT FINISH ps PAUL STUDIO DESIGN 845 WEST FULLERTON CHICAGO, IL 60614 PAULSTUDIO@ME.COM EXIST CEDAR SHAKE 1 .401.40 5 12 12 NEW METAL RAILING ROOF - PATCH AS REQ'D 6.5 6.5 PAINTED FINISH DD CC 12 12 EXIST WOOD SIDING EXIST WOOD TRIM - AND TRIM - PRIME 6.5 6.5 PRIME FOR NEW PAINT FOR NEW PAINT FINISH FINISH T/EXIST. SECOND FLR +9'-3" (V.I.F.) EXIST MASONRY TUCKPOINT AS REQ'D EXIST WOOD TRIM F PRIME FOR NEW N1 N PAINT FINISH L G J K K T/EXIST. FIRST FLR 0'-0" (V.I.F.) GRADE -1'-5" (V.I.F.) NEW M.O. WITH ALUM CLAD NEW M.O. WITH ALUM CLAD EXISTING BRICK WITH WINDOW UNIT AND LIMESTONE WINDOW UNITS AND LIMESTONE TOOTHED IN BRICK INFILL NEW MASONRY EXIST MASONRY SILL TO MATCH EXISTING SILL TO MATCH EXISTING WITH NEW M.O. AND TUCKPOINT AS REQ'D EXIST CONSTRUCTION NEW CONSTRUCTION NEW CONSTRUCTION LIMESTONE SILL TO NEW CONSTRUCTION NEW CONSTRCUTION EXIST CONSTRCUTION OVER EXISTING OVER EXISTING MATCH EXISTING NEW WOOD SIDING/TRIM - FOUNDATION FOUNDATION PRIME FOR NEW PAINT FINISH TO MATCH EXISTING NORTH ELEVATION 2 scale: 1/4" = 1'-0" TYPICAL NOTE: EXIST GENERAL NOTES: MASONRY CHIMNEYS (3) 1. REPLACE ALL WINDOWS - VIF OPENINGS - SIZE TO FIT (BRICKMOLD IN M.O. ) - TUCKPOINT AS REQ'D 2. REPAIR EXISTING SHAKE ROOF 3. REPAIR (OR REPLACE IN KIND) EXISTING METAL ROOF AT FRONT BAY NEW SKYLIGHT 4. REPAIR OR REPLACE IN KIND EXISTING SIDING AND TRIM - PREPARE WITH PRIME FOR NEW PAINT FINISH 5. REPAIR AND TUCKPOINT EXISTING BRICK TYPICAL NOTE: EXIST 6. AREAS OF NEW BRICK TO MATCH EXISTING - DO NOT USE SALVAGED BRICK TYPICAL NOTE: EXIST CEDAR SHAKE ROOFING 7. NEW WINDOW SILLS TO MATCH EXISTING IN MATERIAL, DIMENSION AND PROFILE CEDAR SHAKE ROOFING - PATCH AS REQ'D 8. NEW TRIM TO MATCH EXISTING MATERIAL AND DETAIL - PATCH AS REQ'D 9. NEW ROOF TO MATCH EXISTING SHAKE ROOF 10. REPLACE OVERHEAD GARAGE DOORS ISSUED FOR: DATE: TYPICAL NOTE: EXIST WOOD 11. REPLACE EXISTING FRONT DOOR - FIT TO EXISTING OPENING SIDING AND TRIM - PRIME 12. AREAS OF NEW EXTERIOR WALL CONSTRUCTION TO BE SET ON FROST FOOTING FOR NEW PAINT FINISH SD REVIEW 05.26.23 ZONING REVIEW 06.19.23 TYPICAL NOTE: EXIST Y WOOD SIDING AND TRIM - PRIME FOR NEW Z PAINT FINISH T/EXIST. SECOND FLR +9'-3" (V.I.F.) PRIVATE EXIST CEDAR SHAKE ROOFING - PATCH AS REQ'D RESIDENCE EXIST WOOD TRIM 789 HUMBOLDT AVE PRIME FOR NEW PAINT FINISH WINNETKA, IL 60093 B1 C B U V1 W V U P S S P T/EXIST. FIRST FLR 0'-0" (V.I.F.) GRADE NEW STEEL RAIL AND TYPICAL NOTE: EXIST NEW STEEL STILE AND NEW STONE CLAD EXIST MASONRY NEW M.O. WITH ALUM CLAD TYPICAL NOTE: NEW ALUM CLAD NEW M.O. WITH ALUM CLAD -1'-5" (V.I.F.) PROPOSED WINDOW UNIT AND LIMESTONE WINDOW UNIT IN EXIST WINDOW UNIT AND LIMESTONE PANEL SECTIONAL OVERHEAD GARAGE MASONRY TUCKPOINT AS REQ'D RAIL DOOR+ MUNTIN W/ TEMPERED GLASS PANELS TREADS AND RISERS AND NEW METAL TUCKPOINT AS REQ'D SILL TO MATCH EXISTING OPENING/EXIST SILL (NEW BRICKMOLD OR TRIM AS REQ'D) SILL TO MATCH EXISTING EXIST WOOD TRIM - EXTERIOR DOORS IN EXIST IN EXIST OPENING RAILING OPENINGS PRIME FOR NEW PAINT FINISH ELEVATIONS SOUTH ELEVATION 1 scale: 1/4" = 1'-0" A3.0 Page 15 of 16  EXIST CEDAR SHAKE ROOFING - PATCH AS REQ'D EXIST WOOD TRIM - PRIME FOR NEW ps PAUL STUDIO DESIGN PAINT FINISH 845 WEST FULLERTON CHICAGO, IL 60614 PAULSTUDIO@ME.COM 1 .401.40 5 NEW CEDAR SHAKE ROOFING TO MATCH EXIST WOOD SIDING - EXISTING PRIME FOR NEW PAINT FINISH AA BB AA X NEW METAL RAILING PAINTED FINISH 12 6.5 T/EXIST. SECOND FLR +9'-3" (V.I.F.) NEW EAVE TRIM TO MATCH EXISTING DETAIL EXIST CEDAR SHAKE NEW WOOD SIDING - ROOFING - PATCH AS FINISH TO MATCH REQ'D EXISTING HOUSE SALVAGE AND REUSE H H1 H2 F EXIST WOOD TRIM EXISTING LIMESTONE SILL E PRIME FOR NEW F PAINT FINISH EXISTING BRICK WITH TOOTHED IN BRICK INFILL J EX T/EXIST. FIRST FLR 0'-0" (V.I.F.) GRADE -1'-5" (V.I.F.) NEW M.O. WITH STEEL LINTEL IN EXIST EXIST MASONRY EXIST MASONRY MASONRY WITH LIMESTONE SILL TO TUCKPOINT AS REQ'D TUCKPOINT AS REQ'D NEW CONSTRUCTION NEW CONSTRUCTION EXIST CONSTRCUTION MATCH EXISTING OVER EXISTING TUCKPOINT AS REQ'D EXIST WOOD SIDING - FOUNDATION PRIME FOR NEW PAINT FINISH WEST ELEVATION 2 scale: 1/4" = 1'-0" GENERAL NOTES: 1. REPLACE ALL WINDOWS - VIF OPENINGS - SIZE TO FIT (BRICKMOLD IN M.O. ) 2. REPAIR EXISTING SHAKE ROOF 3. REPAIR (OR REPLACE IN KIND) EXISTING METAL ROOF AT FRONT BAY 4. REPAIR OR REPLACE IN KIND EXISTING SIDING AND TRIM - PREPARE WITH PRIME FOR NEW PAINT FINISH 5. REPAIR AND TUCKPOINT EXISTING BRICK 6. AREAS OF NEW BRICK TO MATCH EXISTING - DO NOT USE SALVAGED BRICK 7. NEW WINDOW SILLS TO MATCH EXISTING IN MATERIAL, DIMENSION AND PROFILE EXIST CEDAR SHAKE 8. NEW TRIM TO MATCH EXISTING MATERIAL AND DETAIL ROOFING - PATCH AS 9. NEW ROOF TO MATCH EXISTING SHAKE ROOF REQ'D 10. REPLACE OVERHEAD GARAGE DOORS 11. REPLACE EXISTING FRONT DOOR - FIT TO EXISTING OPENING 12. AREAS OF NEW EXTERIOR WALL CONSTRUCTION TO BE SET ON FROST FOOTING EXIST WOOD SIDING AND TRIM - PRIME FOR NEW PAINT FINISH EXIST CEDAR SHAKE ROOFING - PATCH AS REQ'D EXIST WOOD TRIM ISSUED FOR: DATE: AND SIDING - PRIME FOR NEW PAINT NEW CEDAR SHAKE SD REVIEW 05.26.23 FINISH ROOFING TO MATCH ZONING REVIEW 06.19.23 EXISTING NEW EAVE TRIM TO MATCH EXISTING DETAIL X EXIST CEDAR SHAKE ROOFING - PATCH AS REQ'D T/EXIST. SECOND FLR +9'-3" (V.I.F.) EXIST WOOD TRIM - PRIME FOR NEW PAINT FINISH PRIVATE RESIDENCE 789 HUMBOLDT AVE A N WINNETKA, IL 60093 D T/EXIST. FIRST FLR M P R Q P 0'-0" (V.I.F.) GRADE EXIST MASONRY EXIST WOOD TRIM - EXIST MASONRY -1'-5" (V.I.F.) EXISTING BRICK WITH PROPOSED PRIME FOR NEW TOOTHED IN BRICK INFILL TUCKPOINT AS REQ'D PAINT FINISH TUCKPOINT AS REQ'D EXIST CONSTRUCTION NEW CONSTRUCTION EXTERIOR OVER EXISTING FOUNDATION ELEVATIONS EAST ELEVATION 1 scale: 1/4" = 1'-0" A3.1 Page 16 of 16