Plan Commission Meeting — Agenda Packet

June 15, 2026 Plan Commission Agenda 1 City of Lake Geneva, 626 Geneva St, Lake Geneva, WI 53147-262.248.3673-www.cityoflakegeneva.gov Plan Commission Agenda Monday, June 15, 2026 - 6:00 PM Lake Geneva City Hall; Council Chambers Members: Chair: Mayor Todd Krause Alderperson JaNelle Powers, John Gibbs, Doug Skates, Jeremy Nafziger, Kyle Cary, and Anne Esarco 1. Call to Order 2. Roll Call 3. Approve Minutes of the May 18, 2026 Plan Commission meeting as distributed. 4. Comments from the public as allowed by Wis. Stats. §19.84(2), limited to items on this agenda, except for public hearing items. Comments will be limited to five (5) minutes. 5. Acknowledgment of Correspondence. 6. Downtown Design Review: a. Discussion/Action on Resolution PC-2026-028 for Downtown Design Review application for new signage at 271 Broad Street, filed by Kathy Hanley, W3507 Wildwood Drive, Lake Geneva, WI, Tax Key No. ZOP 00262. b. Discussion/Action on Resolution PC-2026-023 for Downtown Design Review application for new signage at 235 Broad Street, filed by KC’s Something Sweet, 235 Broad Street, Lake Geneva, WI, Tax Key No. ZA 110300001. c. Discussion/Action on Resolution PC-2026-014 for Downtown Design Review application for Rebuild of Penthouse and Relocation of Antennas onto New Penthouse at 703 W Main Street, filed by Eileen Boland, 1S660 Midwest Road, Suite 308, Oakbrook Terrace, IL, Tax Key No. ZA 27600001. Continued from May 18, 2026 Meeting. 7. Public Hearing, Review, and Recommendation a. Public Hearing for a Conditional Use Permit (CUP) to allow a vertical expansion of a legal nonconforming single-family residence at 816 Pinetree Lane filed by Chris and Lisa Cardwell, 816 Pinetree Lane, Lake Geneva, WI, Tax Key No. ZSY 00020. b. Discussion/Action on Resolution PC-2026-024 recommending approval of a Conditional Use Permit (CUP) to allow a vertical expansion of a legal nonconforming single-family residence at 816 Pinetree Lane filed by Chris and Lisa Cardwell, 816 Pinetree Lane, Lake Geneva, WI, Tax Key No. ZSY 00020. 8. Extraterritorial Certified Survey Map a. Discussion/Action on Resolution PC-2026-029 approving an Extraterritorial Certified Survey Map filed by Charles R Frontczak, 4816 Mohawk Road, Rockford, IL, Tax Key Page 1 of 83 June 15, 2026 Plan Commission Agenda 2 No. NLY 2800001. 9. Planned Development Concept Plan Review a. Informal discussion of Planned Development Concept Plan PC-051 for property located at 415 Broad Street, filed by Bailey Freeman, 601 Black Hawk Drive, Burlington, WI, Tax Key No. ZOP 00116. 10. Adjournment A quorum of the Council may be present; however, no official Council action will be taken. Requests from persons with disabilities who need assistance to participate in this meeting should be made to the City Clerk’s office in advance so that the appropriate accommodations can be made. Page 2 of 83 May 18, 2026 Plan Commission Minutes 1 City Of Lake Geneva Plan Commission Minutes Monday, May 18, 2026 - 6:00 PM Lake Geneva City Hall; Council Chambers Call to Order Mayor Krause called the meeting to order at 6:00 PM. Roll Call Present: Krause, Hoiland, Nafziger, Esarco, Skates, Cary Absent: Gibbs Approve Minutes of the April 20, 2026, Plan Commission meeting as distributed. Motion by Cary to approve; second by Skates. Motion carried: 6-0 Comments from the public as allowed by Wis. Stats. §19.84(2), limited to items on this agenda, except for public hearing items. Comments will be limited to five (5) minutes. Public comment: None. Acknowledgment of Correspondence. It was noted for the record that communications had been received and subsequently distributed to all members of the Plan Commission for their review. Downtown Design Review: Discussion/Action on Resolution PC-2026-004 for Downtown Design Review application for new signage at 410 Broad Street, filed by Amanda Werner, 104 Mosswood Court, Kathleen, GA, Tax Key No. ZOP 00107. Approval of Signage – 410 Broad Street (BMO Bank)A motion was made by Cary, seconded by Powers, to approve the signage application for BMO Bank at 410 Broad Street. Staff noted that approval was recommended following the applicant's agreement to utilize black signage on the building and black and white signage in the parking lot in lieu of corporate colors. Motion carried, 6-0. Discussion/Action on Resolution PC-2026-012 for Downtown Design Review application for new signage at 744 W Main Street, filed by Sean Payne, 127 Sumner St, Genoa City, WI, Tax Key No. ZOP 00317. The Plan Commission reviewed a sandwich board sign request for 744 West Main Street. Staff recommended denial of the application, noting that the proposed hard plastic materials do not comply with the traditional wood frame and chalkboard standard. A motion to approve the request with an amendment requiring a black and white rendering was discussed but failed to finalize. Following further discussion, the application was officially denied. Discussion/Action on Resolution PC-2026-017 for Downtown Design Review application for signage at 772 W Main Street, filed by Happy Ending Cocktail Co, 772 W Main Street, Suite 204, Lake Geneva, WI, Tax Key No. ZOP 00321. PC2026-017: Sign Request – 722 W. Main StreetThe Plan Commission reviewed application PC2026-017 for a sign request at 722 W. Main Street. A motion was made and approved to deny the application, citing that the design does not comply with the traditional wood frame and chalkboard standard. Motion to deny carried. Discussion/Action on Resolution PC-2026-018 for Downtown Design Review application for signage at 234 Broad Street, filed by Lindsey Guerrero, 408 Lakewood Drive, Williams Bay, WI, Tax Key No. ZOP 00257. PC2026-018: Sandwich Board Sign Request – 234 Broad StreetThe Plan Commission reviewed application PC2026-018 for a sandwich board sign at 234 Broad Street featuring a wood frame and chalkboard. A motion to approve the application was made by Esarco, seconded by Powers. Motion carried, 6-0 Discussion/Action on Resolution PC-2026-020 for Downtown Design Review application for signage at 264 Center Street, filed by Denise Wendell, 264 Center Street, Lake Geneva, WI, Tax Key No. ZOP 00259. Page 3 of 83 May 18, 2026 Plan Commission Minutes 2 The Plan Commission considered application PC2026-020 for a sign request located at 264 Center Street. Following a review of the design, the Plan Commission voted to deny the request due to the presence of a printed sign and a bright yellow arrow. Motion to deny carried. Discussion/Action on Resolution PC-2026-004 for Downtown Design Review application for Rebuild of the Penthouse and Relocation of Antennas onto New Penthouse at 703 W Main Street, filed by Eileen Boland,1S660 Midwest Road, Suite 308, Oakbrook Terrace, IL, Tax Key No. ZA27600001. 703 West Main Street: Penthouse and Antenna Proposal. The Plan Commission reviewed a proposal for antenna placement and an accompanying fence hearing at 703 West Main Street. Staff recommended denial of the application due to concerns regarding the visual appearance of the proposed crenelated tower design within the historic district. A Verizon representative noted that while placing the antennas inside the building was not feasible due to signal interference, the proposal could be modified to reduce visibility through painting and better structural integration. During the discussion, the Commission proposed raising the penthouse structure to accommodate the required antenna height while ensuring they would not appear freestanding above the roofline. A motion was made and approved to continue the item to the next meeting, with a request that the applicant submit updated drawings depicting these proposed modifications. Public Hearing, Review, and Recommendation Public Hearing for a Text Amendment to repeal and replace Section 98-707 Exterior Lighting Standards of the City of Lake Geneva Zoning Ordinance filed by City of Lake Geneva Avian Committee, 626 Geneva Street, Lake Geneva, WI. Public Hearing: Text Amendment – Section 98-707 (Exterior Lighting Standards)The public hearing for a Text Amendment to repeal and replace Section 98-707 (Exterior Lighting Standards) of the City of Lake Geneva Zoning Ordinance was withdrawn. No action was taken. Discussion/Action on Resolution PC-049 recommending approval of Text Amendment to repeal and replace Section 98-707 Exterior Lighting Standards of the City of Lake Geneva Zoning Ordinance filed by City of Lake Geneva Avian Committee, 626 Geneva Street, Lake Geneva, WI. Public Hearing: Text Amendment – Section 98-707 (Exterior Lighting Standards)The public hearing for a Text Amendment to repeal and replace Section 98-707 (Exterior Lighting Standards) of the City of Lake Geneva Zoning Ordinance was withdrawn. No action was taken. Public Hearing for a Conditional Use Permit (CUP) to allow a fence height of four (4) feet within the street yard of property at 1310 W Main Street filed by Robert Loquercio, 1600 W Lake Street, Streamwood, IL, Tax Key No, ZYUP 00094N. Public Hearing: Conditional Use Permit – 1310 West Main Street (Street Yard Fence)The Plan Commission opened the public hearing for a Conditional Use Permit request at 1310 West Main Street. Staff reported a recommendation for approval of the proposed 4-foot tall fence in the street yard. During the public hearing, neighbor Jim Willett, 1320 West Main Street, raised concerns regarding the placement of the fence and its potential impact on stormwater drainage. Discussion/Action on Resolution PC-2026-021 recommending approval of a Conditional Use Permit (CUP) to allow a fence height of four (4) feet within the street yard of property at 1310 W Main Street filed by Robert Loquercio, 1600 W Lake Street, Streamwood, IL, Tax Key No, ZYUP 00094N. Conditional Use Permit: 4-Foot Fence – 1310 West Main Street. A motion was made by Skates, seconded by Esarco, to approve the Conditional Use Permit for a 4-foot fence at 1310 West Main Street, subject to compliance with the original site plan and securing a fence permit prior to installation. Motion carried, 6-0. Page 4 of 83 May 18, 2026 Plan Commission Minutes 3 Public Hearing for a Conditional Use Permit (CUP) to allow the construction and operation of a Restaurant at the Northeast corner of Center Street and Interchange North filed by David Scotney, 2890 Bridle Court, Lake Geneva, WI, Tax Key No. ZYUP 00140. Public Comment The following residents spoke regarding the proposed project: • Jeff Hess (N3145 Center Street): Expressed concerns regarding noise, traffic, and the parking lot. • Robert Grum (307 N. Stone Ridge Drive, President of Stone Ridge HOA): Expressed concerns regarding the entrance of Interchange North, noise, and light pollution. • Millie McCormick (632 S. Stone Ridge Drive, President of Villas HOA): Expressed concerns regarding traffic, parking, and lighting. • Joel Hoiland (390 Country Club Drive, 3rd District Alderperson): Spoke in support of the supper club but voiced concerns regarding intersection access issues. A request was made for further evaluation of alternative access routes, with emphasis placed on the need for long-term corridor planning before a final determination is made. • Sean Payne (127 Sumner Street): Spoke in support of approval. • Catherine Hopkinson (540 N. Boulder Ridge Drive): Requested to view updated renderings of the project. • Stephanie Frisque (1766 Ridgeway Point): Expressed a desire for accurate drawings and raised concerns regarding traffic, lighting, and view impacts. • Marilyn Murphy (1770 Stone Ridge Court): Expressed concerns regarding construction traffic and overall traffic increases. • Kevin Murphy (1770 Stone Ridge Court): Spoke in support of the project, emphasizing the importance of doing it correctly. • Al DiLuigi (500 S. Stone Ridge Drive): Raised concerns regarding parking lot capacity, Center Street parking, light pollution, and outdoor venue locations. • Anthony Lee (430 N. Stone Ridge Drive): Requested that the Town of Geneva be involved in the process. • Bob McCormick (632 S. Stone Ridge Drive): Expressed concerns regarding the total number of parking stalls and the proximity of parking to nearby homes. Discussion/Action on Resolution PC-2026-003 recommending approval of a Conditional Use Permit (CUP) to allow the construction and operation of a Restaurant at the Northeast corner of Center Street and Interchange North filed by David Scotney, 2890 Bridle Court, Lake Geneva, WI, Tax Key No. ZYUP 00140. Swan Creek Supper Club Development – Planned Business District • Project Overview: A development featuring a 300-seat, Frank Lloyd Wright-inspired Swan Creek Supper Club and banquet hall. Expected to generate 50–80 jobs, with operating hours mirroring the Oak Fire restaurant and no late-night bar operations. • Staff & Engineering Review: Staff recommended approval based on traffic impact studies and a tree preservation plan saving roughly 150 native trees. The City Engineer noted that the main entrance off Interchange North requires County approval, and the gated emergency access off Center Street requires Town approval. • Site Layout & Traffic Access: Pete Juergens (Geneva Bay Construction) outlined fire safety compliance via a gated emergency entrance. The applicant detailed access plans, noting traffic studies directed them away from a Center Street signalized entrance to a proposed right-in/left-in configuration near Sage Street. • Public Feedback: Commissioners noted residential concerns from the Stone Ridge and Villas of Stone Ridge neighborhoods regarding traffic, lighting, noise, and future adjacent parcel development. • Commission Action: After discussing the issues, the Commission voted to approve the Conditional Use Permit, subject to staff's recommended conditions: o Full compliance with the submitted site plan. o Obtaining all necessary local, town, and county permits. o Developer reimbursement for required traffic improvements. • Motion: Cary Page 5 of 83 May 18, 2026 Plan Commission Minutes 4 • Second: Esarco • Vote: Passed 6-0 Condominium Plat Review Discussion/Action on Resolution PC-2026-019 approving Unique Lake Geneva Office Park, A condominium Addendum No. 3 filed by Jenni Becker, POB 794, Mukwonago, WI, Common Addresses: 804 and 816 Geneva Parkway, Tax Key Nos. ZUN 00007A and ZUN 00007B. The Plan Commission reviewed a proposed condominium plat addendum for the properties located at 804 and 816 Geneva Parkway. A motion was made by Skates, seconded by Cary, to approve the addendum. Motion carried, 6-0. Adjournment Motion by Skates to adjourn, second by Cary. Motion Carried; 6-0. The meeting adjourned at 7:42 PM. Page 6 of 83 1 STAFF REPORT To Lake Geneva Plan Commission Meeting Date: June 15, 2026 Description: The applicant proposes the placement of a sandwich board sign at the entrance to the building located at 271 Broad Street. The proposed sandwich board sign is a wood frame sign structure with a chalkboard sign face. The applicant originally proposed different sign materials but revised their submission upon being advised by staff of the materials standard. The applicant is further proposing a wall sign on the East side of the building. This sign will measure approximately thirty (30) square feet. The sign board will be white with non-illuminated black letters. City of Lake Geneva Zoning Ordinance Section 98-811 (1) D.2 regulates the placement of sandwich board signs. The ordinance requires the following: • One (1) sandwich board per building entrance. • Sign permit is required prior to placement. • Must be located within ten (10) feet of the business entrance leaving a minimum clear pedestrian path of five (5) feet on the sidewalk. • Maximum height allowed is three (3) feet and maximum width allowed is two (2) feet. • Sandwich board sign shall only be displayed during the hours of operation of the business it is advertising. Staff Recommendations: Staff recommend approval of the proposed improvements, provided that the following conditions are met: 1. The applicant shall secure a sign permit prior to installation of the signs. Applicant: Kathy Hanley W3507 Wildwood Drive Lake Geneva, WI Tax Key No. ZOP 00262 Request: 271 Broad Street Downtown Design Review of Signage: 1) sandwich board and 2) wall sign on East side of building Page 7 of 83 Page 8 of 83 Page 9 of 83 Page 10 of 83 Page 11 of 83 Page 12 of 83 Page 13 of 83 Sandwich Board Studio & Showroom Lake Geneva Kathy Hanley Phone: 262-903-5951 Email: studio@athomelg.com A frame sign: Black wood frame with chalkboard center for messaging Page 14 of 83 RESOLUTION OF THE PLAN COMMISSION Resolution approving a request for Downtown Design Review filed by Kathy Hanley, W3507 Wildwood Drive, Lake Geneva, WI, to allow a sandwich board sign and a wall sign at 271 Broad Street, Tax Key No. ZOP 00262. Committee: N/A Fiscal Impact: N/A File Number: PC-2026-028 Date: June 15, 2026 WHEREAS, the City of Lake Geneva Plan Commission has considered a Downtown Design Review application filed by Kathy Hanley, W3507 Wildwood Drive, Lake Geneva, WI, to allow a sandwich board sign and a wall sign at 271 Broad Street, Tax Key No. ZOP 00262, and; WHEREAS, the Plan Commission made the following finding of fact: 1. The proposed Downtown Design Project is consistent with the Downtown Design Standards of Section 98-913(9), and WHEREAS, the Plan Commission has recommended the following conditions: 1. The applicant shall secure a sign permit prior to installation of the signs. NOW, THEREFORE, BE IT RESOLVED, that the Plan Commission hereby approves the Downtown Design Review application filed by Kathy Hanley, W3507 Wildwood Drive, Lake Geneva, WI, to allow a sandwich board and wall sign at 271 Broad Street, Tax Key No. ZOP 00262 per the findings of fact and additional condition stated above. . PC Action: Adopted Failed Vote Mayoral Action: Accept Veto Todd Krause, Plan Commission Chair Date Attest: ____________________________________________________________ Amanda, Rotondi, Building Zoning Clerk Date Page 15 of 83 1 STAFF REPORT To Lake Geneva Plan Commission Meeting Date: June 15, 2026 Description: The applicant proposes the placement of a sandwich board sign at the entrance to the building located at 235 Broad Street. The proposed sandwich board sign is a wood frame sign structure with a chalkboard sign face. City of Lake Geneva Zoning Ordinance Section 98-811 (1) D.2 regulates the placement of sandwich board signs. The ordinance requires the following: • One (1) sandwich board per building entrance. • Sign permit is required prior to placement. • Must be located within ten (10) feet of the business entrance leaving a minimum clear pedestrian path of five (5) feet on the sidewalk. • Maximum height allowed is three (3) feet and maximum width allowed is two (2) feet. • Sandwich board sign shall only be displayed during the hours of operation of the business it is advertising. Staff Recommendations: Staff recommend approval of the proposed improvements, provided that the following conditions are met: 1. The applicant shall secure a sign permit prior to installation of the sign. Applicant: KC’s Something Sweet 235 Broad Street Lake Geneva, WI Request: 235 Broad Street Downtown Design Review of Signage Tax Key No. ZA 110300001 Page 16 of 83 Page 17 of 83 Page 18 of 83 Page 19 of 83 Page 20 of 83 RESOLUTION OF THE PLAN COMMISSION Resolution approving a request for Downtown Design Review filed by KC’s Something Sweet, 235 Broad Street, Lake Geneva, WI to allow a sandwich board sign at 235 Broad Street, Tax Key No. ZA 110300001. Committee: N/A Fiscal Impact: N/A File Number: PC-2026-023 Date: June 15, 2026 WHEREAS, the City of Lake Geneva Plan Commission has considered a Downtown Design Review application filed by KC’s Something Sweet, 235 Broad Street, Lake Geneva, WI to allow a sandwich board sign at 235 Broad Street, Tax Key No. ZA 110300001, and; WHEREAS, the Plan Commission made the following finding of fact: 1. The proposed Downtown Design Project is consistent with the Downtown Design Standards of Section 98-913(9), and WHEREAS, the Plan Commission has recommended the following conditions: 1. The applicant shall secure a sign permit prior to installation of the sign. NOW, THEREFORE, BE IT RESOLVED, that the Plan Commission hereby approves the Downtown Design Review application filed by KC’s Something Sweet, 235 Broad Street, Lake Geneva, WI to allow a sandwich board sign at 235 Broad Street, Tax Key No. ZA 110300001 per the findings of fact and additional condition stated above. . PC Action: Adopted Failed Vote Mayoral Action: Accept Veto Todd Krause, Plan Commission Chair Date Attest: ____________________________________________________________ Amanda, Rotondi, Building Zoning Clerk Date Page 21 of 83 1 STAFF REPORT To Lake Geneva Plan Commission Meeting Date: June 15, 2026 Continued from May Plan Commission Meeting Description: The applicant proposes making the following changes to the building at 703Main Street: • Raze and reconstruct the existing elevator penthouse structure on the roof. • Incorporate existing antennas into the new penthouse façade. Add additional antennas on the roof. The applicant revised plans based on comments during the May meeting. The antennas structures are better screened by the taller penthouse structure than what was previously proposed. Finish Materials: The applicant proposes the following building finishes: • The new penthouse structure will be sided with materials to match the existing building. • The antenna panels will be constructed of complementary material to the new siding and the existing building. • Additional antennas will be placed and not incorporated into the structure. These antennas will be painted in an attempt to minimize Staff Recommendations: Staff believe the work proposed does meet the requirements of the Downtown Design Overlay Zoning district (Section 98- 913). Staff recommend approval Applicant: Eileen Boland Verizon Wireless 1S660 Midwest Road, Suite 308, Oakbrook Terrace, IL Request: 703 Main Street Downtown Design Review of Reconstruction of Elevator Penthouse and Incorporation of Some Existing Antennas. Page 22 of 83 Page 23 of 83 KEEFE REALView from Southeast looking Northwest AFTER BEFORE PROPOSEDLESSEE ANTENNAS NOTE: THIS PHOTO SIMULATION ISA VISUAL INTERPRETATION OFTHE PROPOSED DESIGN. FINALCONSTRUCTION MAY DIFFERFROM WHAT IS PRESENTED HERE. 600 Busse Highway, Park Ridge, IL 60068Phone: 847.698.6400 Fax: 847.698.6401TCG#1241773 Page 24 of 83 View from Northeast looking Southwest AFTER BEFORE NOTE: THIS PHOTO SIMULATION ISA VISUAL INTERPRETATION OFTHE PROPOSED DESIGN. FINALCONSTRUCTION MAY DIFFERFROM WHAT IS PRESENTED HERE.KEEFE REAL PROPOSEDLESSEE ANTENNAS 600 Busse Highway, Park Ridge, IL 60068Phone: 847.698.6400 Fax: 847.698.6401TCG#1241773 Page 25 of 83 View from Northwest looking Southeast AFTER BEFORE NOTE: THIS PHOTO SIMULATION ISA VISUAL INTERPRETATION OFTHE PROPOSED DESIGN. FINALCONSTRUCTION MAY DIFFERFROM WHAT IS PRESENTED HERE.KEEFE REAL PROPOSEDLESSEE ANTENNAS 600 Busse Highway, Park Ridge, IL 60068Phone: 847.698.6400 Fax: 847.698.6401TCG#1241773 Page 26 of 83 T-1 TITLE SHEETDESCRIPTIONREVISIONS SHEET NUMBER SHEET TITLE DATE:PROJECT #: CHECKED BY:DRAWN BY:NO. BYDATE 1701 GOLF ROAD,TOWER 2, SUITE 400ROLLING MEADOWS, IL 60008PHONE: (847) 619-5397FAX: (847) 706-7415 -1. ISSUED FOR REVIEWREVISED PER COMMENTS04/14/202605/21/2026RARA MDG #5000315079FUZE ID:16825798KEEFE REAL703 MAIN STLAKE GENEVA, WI 53147 RAAU04/14/2026124-1773 T.B.D. PROJECT INFORMATION REVISION SHEETDRAWING INDEX N.T.S.CONSULTANT TEAMVICINITY MAPN.T.S.REGIONAL MAP 703 MAIN STLAKE GENEVA, WI 53147LATITUDE:LONGITUDE:42° 35' 31.0488" N88° 26' 2.04" W SITE ADDRESS:OCCUPANCY:UNINHABITED STRUCTURE OWNER:VENTURE INVESTMENT PARTNERS LLPROGER WOLFF(262) 903-3222 (APPROXIMATE) (APPROXIMATE) APPLICANT:VERIZON WIRELESS1701 GOLF ROAD,TOWER 2 SUITE 400ROLLING MEADOWS, IL 60008 REAL ESTATE MANAGER:SHAWN ESSEX (224) 384-9224 STRUCTURAL CONSULTANT:(MOUNT ANALYSIS) STRUCTURAL CONSULTANT:(TOWER ANALYSIS) PROJECT CONSULTANT:TERRA CONSULTING GROUP, LTD.600 BUSSE HIGHWAYPARK RIDGE, IL 60068(847) 698-6400 SITELOCATION SITELOCATION CONSTRUCTION: OPERATIONS: APPROVALS RF:REAL ESTATE: EQUIPMENT ENGINEERING: PROPOSED EXISTING PENTHOUSE AND MOUNT ANTENNAS ONNEW REBUILT PENTHOUSEPROJECT TYPEMOUNT ANALYSIS STATUS:MOUNT ANALYSIS RESULTS:INCOMPLETEPENDING 22" x 34" IS FULL SCALE | 11" x 17" IS HALF SCALE MOUNT ANALYSIS DATE:T.B.D. STRUCTURAL ANALYSIS DATE:T.B.D. PHONE: (847) 619-5397 FAX: (847) 706-7415ROLLING MEADOWS, ILLINOIS 600081701 GOLF ROAD, TOWER 2, SUITE 400 GENERAL CONTRACTOR TO FOLLOWALL APPLICABLE BUILDING CODESOBSERVED BY LOCAL JURISDICTION T-1 TITLE SHEET - A-1EXISTING/DEMO ROOF PLAN- A-1APROPOSED ROOF PLAN- ANT-1EXISTING SITE ELEVATION- ANT-1APROPOSED SITE ELEVATION- ANT-2APROPOSED ANTENNA LAYOUT- EX-1PHOTO EXHIBIT- T.B.D. SITE NAME: KEEFE REALMDG LOCATION NUMBER: 5000315079703 MAIN STLAKE GENEVA, WI 53147FUZE ID: 16825798 Page 27 of 83 DESCRIPTIONREVISIONS SHEET NUMBER SHEET TITLE DATE:PROJECT #: CHECKED BY:DRAWN BY:NO. BYDATE 1701 GOLF ROAD,TOWER 2, SUITE 400ROLLING MEADOWS, IL 60008PHONE: (847) 619-5397FAX: (847) 706-7415 -1. ISSUED FOR REVIEWREVISED PER COMMENTS04/14/202605/21/2026RARA MDG #5000315079FUZE ID:16825798KEEFE REAL703 MAIN STLAKE GENEVA, WI 53147 RAAU04/14/2026124-1773 0 SCALE: 22" x 34" PRINT IS THE FULL SCALEFORMAT. ANY SIZE OTHER THANTHAT IS AT REDUCED SCALE. 2.5'5'10' 1" = 5'± 1 EXISTING ADJACENTBUILDING ROOF BELOW A-1 ROOF PLANEXISTING / DEMO EXISTING/ DEMO ROOF PLAN EXISTINGMAIN ROOF THIS SITE PLAN WAS CREATED OFF OFFIELD MEASUREMENTS BY THE DESIGNER,AS BOUNDARY SURVEY WAS NOT SUPPLIEDFOR PURPOSES OF SITE LAYOUT. EXISTING GUTTER AT NORTHWALL CONT. (2) EXISTING 1-5/8" Ø CABLES ROUTEDTO BETA SECTOR TO BE REMOVED. EXISTING ROOFACCESS HATCH EXISTING WOOD RAILING EXISTING OTHERCARRIER ANTENNA EXISTING LADDER EXISTING OTHER CARRIER MICROWAVEANTENNA ON BALLAST FRAME TO BERELOCATED IF STILL IN USEEXISTING VENT(TYP.)EXISTING HVAC UNIT ONROOF (TYP.) EXISTING BALLAST FRAME TO BEREMOVED (TYP. OF 2) EXISTING PARAPETEXISTING METALSUPPORT BEAM EXISTING LESSEE COVERED CABLETRAY TO BE REMOVED (2) EXISTING 1-5/8" Ø CABLES ROUTEDTO GAMMA SECTOR TO BE REMOVED. (1) EXISTING 1-5/8" HYBRID CABLETO REMAIN EXISTING PROPERTY LINE EXISTING PENTHOUSE TOBE REMOVED AND REBUILT 34'± (6) EXISTING 1-1/4" COAX CABLES UPTO ANTENNAS TO BE REMOVEDEXISTING LESSEE COVERED CABLETRAY AND PVC SLEEPERS TO BEREMOVED EXISTING LESSEE COVERED CABLETRAY TO BE REMOVED REMOVE EXISTING HOISTMOTORREMOVE EXISTING PENTHOUSE ROOF,(4) WALLS AND FLOOR STRUCTUREABOVE ELEVATOR SHAFT EXISTING HIGH PARAPET CAPTO REMAIN. DO NOT REMOVE.LINE OF EXISTING WINDOWSBELOW 10'±8" SCALE: 1" = 5'-0" 9'± EXISTING BALLAST FRAME TO REMAIN(TYP. OF 1). FINAL DESIGN PENDING Page 28 of 83 DESCRIPTIONREVISIONS SHEET NUMBER SHEET TITLE DATE:PROJECT #: CHECKED BY:DRAWN BY:NO. BYDATE 1701 GOLF ROAD,TOWER 2, SUITE 400ROLLING MEADOWS, IL 60008PHONE: (847) 619-5397FAX: (847) 706-7415 -1. ISSUED FOR REVIEWREVISED PER COMMENTS04/14/202605/21/2026RARA MDG #5000315079FUZE ID:16825798KEEFE REAL703 MAIN STLAKE GENEVA, WI 53147 RAAU04/14/2026124-1773 0 SCALE: 22" x 34" PRINT IS THE FULL SCALEFORMAT. ANY SIZE OTHER THANTHAT IS AT REDUCED SCALE. 2.5'5'10' 1" = 5'± 1 ALPHASECTOR BETASECTOR GAMMASECTOR EXISTING ADJACENTBUILDING ROOF BELOW A-1A ROOF PLANPROPOSED PROPOSED ROOF PLAN EXISTINGMAIN ROOF THIS SITE PLAN WAS CREATED OFF OFFIELD MEASUREMENTS BY THE DESIGNER,AS BOUNDARY SURVEY WAS NOT SUPPLIEDFOR PURPOSES OF SITE LAYOUT. EXISTING ROOFACCESS HATCH EXISTING WOOD RAILING EXISTING OTHERCARRIER ANTENNA EXISTING LADDER EXISTING VENT(TYP.) EXISTING HVAC UNIT(TYP.) EXISTING PARAPETEXISTING METALSUPPORT BEAM PROPOSED 12" WIDE CABLE TRAYROUTED ACROSS ROOF ONNON-PENETRATING PVC SLEEPERS(TYP.) EXISTING PROPERTY LINE 34'± AZ. = 0°AZ. = 120° AZ. = 240° 8'-0" PROPOSED (1) 1-5/8"Ø HYBRID CABLETO RUN ALONG SIDE OF EXISTING (1)1-5/8"Ø HYBRID CABLE UP FROMEQUIPMENT ROOM BELOW ±5'±19'-6" PROPOSED (9) LESSEE ANTENNA -(6) LTE AND (3) 5G PANEL ANTENNAS- SEE SHTS. ANT-2 & ANT-3 SCALE: 1" = 5'-0" 9'-114" 9'-634" PROPOSED PENTHOUSE REBUILTFOR SUPPORT OF NEW ANTENNASAND EQUIPMENTPROPOSED (6) LESSEE RADIOS, (1)NEW RAYCAP, AND (1) RELOCATEDEXISTING RAYCAP RELOCATE EXISTING OTHER CARRIERTO NEW LOCATION ON ROOF ASSHOWN. DO NOT ALTER AZIMUTH EXISTING BALLAST FRAME TO REMAIN(TYP. OF 1). FINAL DESIGN PENDING Page 29 of 83 ANT-1 ELEVATIONEXISTING SITEDESCRIPTIONREVISIONS SHEET NUMBER SHEET TITLE DATE:PROJECT #: CHECKED BY:DRAWN BY:NO. BYDATE 1701 GOLF ROAD,TOWER 2, SUITE 400ROLLING MEADOWS, IL 60008PHONE: (847) 619-5397FAX: (847) 706-7415 -1. ISSUED FOR REVIEWREVISED PER COMMENTS04/14/202605/21/2026RARA MDG #5000315079FUZE ID:16825798KEEFE REAL703 MAIN STLAKE GENEVA, WI 53147 RAAU04/14/2026124-1773 1 GRADEEXISTING SCALE: 1/4" = 1'-0" ±EXISTING EAST ELEVATION FULL SCALE PRINT IS ON 22"x34" MEDIAHALF SCALE PRINT IS ON 11"x17" MEDIA BETASECTORALPHASECTOR EXISTINGBUILDING NOTES:THIS DRAWING IS FOR EXHIBIT ANDLAYOUT PURPOSES ONLY.PLEASE REFER TO STRUCTURALAND MOUNT ANALYSIS PROVIDED BYHUTTER TRANKINA ENGINEERING. DISTANCE TO TOP OF ROOF - 43'-7" ± A.G.L.DISTANCE TO TOP OF PARAPET - 44'-6" ± A.G.L. DISTANCE TO TOP OF ROOF - 42'-1" ± A.G.L. EXISTING LADDER TO ROOFEXISTING WOOD RAILINGEXISTING ACCESS HATCH DISTANCE TO CENTER OF EXISTING LESSEE ANTENNAS - 52'-0" ± A.G.L. OVERALL HEIGHT OF STRUCTURE - 56'-0" ± A.G.L. EXISTING PENTHOUSE TO BE REMOVEDAND REBUILT. REMOVE ROOF, WALLS,ELEVATOR MACHINERY AND REMOVEFLOOR CONSTRUCTION ABOVE SHAFT. (1) EXISTING RAYCAP JUNCTIONBOX MOUNTED TO ALPHA SECTORBALLAST FRAME TO BE RELOCATED 10'± 7.5'± DISTANCE TO TOP OF EXISTING PENTHOUSE - 50'-1"± A.G.L. LESSEE ANTENNA LEVEL. FOR ANTENNACONFIGURATION SEE ANT-2, ANT-2A, &ANT-3. FOR ANCILLARY EQUIPMENTCONFIGURATION SEE ANT-3 EXISTING BALLAST FRAME TO REMAIN(TYP. OF 1). FINAL DESIGN PENDING Page 30 of 83 FULL SCALE PRINT IS ON 22"x34" MEDIAHALF SCALE PRINT IS ON 11"x17" MEDIA BETASECTORALPHASECTOR EXISTINGBUILDING NOTE:ALL LESSEE ANTENNAS, RELATED MOUNTINGEQUIPMENT AND EXPOSED LESSEE COAXCABLES TO BE PAINTED TO MATCH BUILDING ANT-1A ELEVATIONPROPOSED SITEDESCRIPTIONREVISIONS SHEET NUMBER SHEET TITLE DATE:PROJECT #: CHECKED BY:DRAWN BY:NO. BYDATE 1701 GOLF ROAD,TOWER 2, SUITE 400ROLLING MEADOWS, IL 60008PHONE: (847) 619-5397FAX: (847) 706-7415 -1. ISSUED FOR REVIEWREVISED PER COMMENTS04/14/202605/21/2026RARA MDG #5000315079FUZE ID:16825798KEEFE REAL703 MAIN STLAKE GENEVA, WI 53147 RAAU04/14/2026124-1773 1 GRADEEXISTING SCALE: 1/4" = 1'-0" ±PROPOSED EAST ELEVATION NOTE:PER NETWORK STANDARD, AIR 6449ANTENNA TO BE INSTALLED WITH 3M FILMPER MANUFACTURER'S RECOMMENDATIONSTO MATCH ADJACENT MATERIAL DISTANCE TO TOP OF ROOF - 43'-7" ± A.G.L.DISTANCE TO TOP OF PARAPET - 44'-6" ± A.G.L. DISTANCE TO TOP OF ROOF - 42'-1" ± A.G.L. EXISTING LADDEREXISTING WOOD RAILINGEXISTING ACCESS HATCH DISTANCE TO CENTER OF EXISTING & PROPOSED LESSEE ANTENNAS - 52'-0" ± A.G.L. OVERALL HEIGHT OF STRUCTURE - 55'-0" ± A.G.L. NOTES:THIS DRAWING IS FOR EXHIBIT ANDLAYOUT PURPOSES ONLY.PLEASE REFER TO STRUCTURALAND MOUNT ANALYSIS PROVIDED BYHUTTER TRANKINA ENGINEERING. 9'-7" 12'-3" DISTANCE TO TOP OF PROPOSED PENTHOUSE - 55'-0"± A.G.L. (1) EXISTING 1-5/8" HYBRID TO REMAIN& (1) PROPOSED 1-5/8" ROUTED UP TOPENTHOUSE RAYCAP FROM BELOWLESSEE ANTENNA LEVEL. FORANTENNA CONFIGURATION SEE ANT-2& ANT-3. FOR ANCILLARY EQUIPMENTCONFIGURATION SEE ANT-3 REBUILT ELEVATOR PENTHOUSE W/SIDING. SEE STRUCT. SHEETS FORSHELL CONSTRUCTION AND ARCH'L.SHEETS FOR EXTERIOR FINISH(2) PROPOSED GPS ANTENNASMOUNTED ON TOP OF MOUNTPIPE - SEE SHEET ANT-4(6) PROPOSED RRUSMOUNTED BACK TO BACK ONDUAL MOUNT UNIT MOUNTBETA SECTOR FRAME TO BE WRAPPEDIN REFLECTIVE FILM COATING EXISTING BALLAST FRAME TO REMAIN(TYP. OF 1). FINAL DESIGN PENDING Page 31 of 83 700/850 -AWS - AWS DESCRIPTIONREVISIONS SHEET NUMBER SHEET TITLE DATE:PROJECT #: CHECKED BY:DRAWN BY:NO. BYDATE 1701 GOLF ROAD,TOWER 2, SUITE 400ROLLING MEADOWS, IL 60008PHONE: (847) 619-5397FAX: (847) 706-7415 -1. ISSUED FOR REVIEWREVISED PER COMMENTS04/14/202605/21/2026RARA MDG #5000315079FUZE ID:16825798KEEFE REAL703 MAIN STLAKE GENEVA, WI 53147 RAAU04/14/2026124-1773 1SCALE: 3/4" = 1'-0"PROPOSED ANTENNA LAYOUTANT-2A LAYOUTPROPOSED ANTENNA SECTOR - ALPHAAZIMUTH 0° SECTOR - BETAAZIMUTH 120° NOTES:1.THIS DRAWING IS FOR EXHIBIT AND LAYOUT PURPOSES ONLY.2.NO ANTENNA OR LINE WORK TO BEGIN PRIOR TO CONFIRMATION OFADEQUATE TOWER AND MOUNT CAPACITY.3.G.C. TO VERIFY ANTENNA TECHNOLOGIES PRIOR TO REMOVAL OF ANYANTENNAS.4.REFER TO ANT-3 & ANT-3A FOR DETAIL ON EXISTING & PROPOSED RFCONFIGURATION. N77 INTERIOR OF REBUILTPENTHOUSE 0 SCALE: 1/2" = 1'-0" 22" x 34" PRINT IS THE FULL SCALEFORMAT. ANY SIZE OTHER THANTHAT IS AT REDUCED SCALE. 3' 2' 1' 700/850 -AWS - AWSN77 700/850 -PCS - PCS 700/850 -PCS - PCS 700/850 -AWS - AWS700/850 -PCS - PCSN77 SECTOR - GAMMAAZIMUTH 240° PROPOSED RADIO 4890 MOUNTED ONDUAL UNIT RRH MOUNT (TYP. OF 3) PROPOSED DUAL UNIT BACK-TO-BACK POLEINSTALLATION MOUNTING BRACKET, COMMSCOPEPART # RR-B2B-LP, FOR REMOTE RADIO UNIT TO BESUPPLIED BY TOWER CONTRACTOR (TYP. OF 4) PROPOSED RADIO 4490 MOUNTED ONDUAL UNIT RRU MOUNT (TYP. OF 3) PROPOSED COVERED CABLETRAYS FOR ROUTING OF CABLESNEW LOCATION OF (1) RELOCATEDRAYCAP JUNCTION BOX ON DUALUNIT MOUNT (1) PROPOSED RAYCAP JUNCTIONBOX ON DUAL UNIT MOUNT PROPOSED LTE ANTENNA(TYP. OF 6) PROPOSED ANTENNA PIPE MOUNT(TYP. OF 9)PROPOSED 5G ANTENNA(TYP. OF 3) PROPOSED REBUILT PENTHOUSE NOTE:ALL LESSEE ANTENNAS, RELATED MOUNTINGEQUIPMENT AND EXPOSED LESSEE COAXCABLES TO BE PAINTED TO MATCH BUILDINGNOTE:PER NETWORK STANDARD, AIR 6449ANTENNA TO BE INSTALLED WITH 3M FILMPER MANUFACTURER'S RECOMMENDATIONSTO MATCH ADJACENT MATERIAL EXISTING BALLAST FRAME TO REMAIN(TYP. OF 1). FINAL DESIGN PENDING Page 32 of 83 EX-1 PHOTO EXHIBITDESCRIPTIONREVISIONS SHEET NUMBER SHEET TITLE DATE:PROJECT #: CHECKED BY:DRAWN BY:NO. BYDATE 1701 GOLF ROAD,TOWER 2, SUITE 400ROLLING MEADOWS, IL 60008PHONE: (847) 619-5397FAX: (847) 706-7415 -1. ISSUED FOR REVIEWREVISED PER COMMENTS04/14/202605/21/2026RARA MDG #5000315079FUZE ID:16825798KEEFE REAL703 MAIN STLAKE GENEVA, WI 53147 RAAU04/14/2026124-1773 1SCALE: N.T.S.REFLECTIVE FILM EXAMPLE THE ATTACHED PHOTO IS FOREXHIBIT AND EXAMPLEPURPOSES ONLY. Page 33 of 83 RESOLUTION OF THE PLAN COMMISSION Resolution approving a request for Downtown Design Review filed by Eileen Boland, Verizon Wireless, 1S660 Midwest Road, Suite 308,Oakbrook Terrace, IL, to modify the existing building by: 1) Raze and reconstruct the existing elevator penthouse structure on the roof, and 2) incorporate some existing antennas into the new penthouse façade of the building located at 703 Main Street, Tax Key No. ZA 276000001. Committee: N/A Fiscal Impact: N/A File Number: PC-2026-014 Date: May 18, 2026 WHEREAS, the City of Lake Geneva Plan Commission has considered a Downtown Design Review application filed by Eileen Boland, Verizon Wireless, 1S660 Midwest Road, Suite 308,Oakbrook Terrace, IL, to modify the existing building by: 1) Raze and reconstruct the existing elevator penthouse structure on the roof and 2) incorporate some existing antennas into the new penthouse façade of the building located at 703 Main Street, Tax Key No. ZA 276000001, and; WHEREAS, the Plan Commission made the following finding of fact: 1. The proposed Downtown Design Project is consistent with the Downtown Design Standards of Section 98-913, and WHEREAS, the Plan Commission has assigned the following conditions of approval: 1. Substantial conformance to the submitted Photo Simulation Plans received May 26, 2026, and; 2. The applicant shall secure all required permits prior to start of construction. NOW, THEREFORE, BE IT RESOLVED, that the Plan Commission hereby approves the Downtown Design Review application filed by Eileen Boland, Verizon Wireless, 1S660 Midwest Road, Suite 308,Oakbrook Terrace, IL, to modify the existing building by: 1) Raze and reconstruct the existing elevator penthouse structure on the roof and 2) incorporate some existing antennas into the new penthouse façade of the building located at 703 Main Street, Tax Key No. ZA 276000001, according to the findings of fact and additional conditions stated above. . PC Action: Adopted Failed Vote Mayoral Action: Accept Veto Todd Krause, Plan Commission Chair Date Attest: ______________________________________________ Amanda Rotondi, Building & Zoning Clerk Date Page 34 of 83 STAFF REPORT To Lake Geneva Plan Commission Meeting Date: June 15, 2026 Description: This application is a request for a Conditional Use Permit (CUP) for property located at 816 Pinetree Lane. The project involves constructing a full second story addition over the existing structure. Although the addition is being constructed to legal nonconforming side yard setbacks, the Zoning Ordinance allows for such vertical expansion of a nonconforming structure through the Conditional Use Permit process. (Sec 98-408 (7). This proposed project will not change the amount of impervious surface on this property, and the second floor addition meets the thirty-five foot (35’) height maximum set by the Zoning Ordinance. Action by the Plan Commission: As part of the consideration of the requested CUP, the Plan Commission is required to: • Provide the Common Council with a recommendation regarding the proposed CUP; • Include findings required by the Zoning Ordinance for CUP; and, • Provide specific suggested requirements/conditions to modify the project as submitted. Required Plan Commission Findings on the CUP for Recommendation to the Common Council: A proposed CUP must be reviewed by the standards below: A. If, after the public hearing, the Commission wishes to recommend approval, then the appropriate fact finding would be all of the following: 1. In general, the proposed conditional use is in harmony with the purposes, goals, objectives, policies and standards of the City's Comprehensive Plan, Zoning Ordinance, and any other plan, program, or ordinance adopted, or under consideration pursuant to official notice by the City. 2. Specific to this site, the proposed conditional use is in harmony with the purposes, goals, objectives, policies and standards of the City's Comprehensive Plan, Zoning Ordinance, and any other plan, program, or ordinance adopted, or under consideration pursuant to official notice by the City. 3. The proposed conditional use in its proposed location, and as depicted on the required site plan does not result in a substantial or undue adverse impact on nearby property, the character of the neighborhood, environmental factors, traffic factors, parking, public improvements, public property or rights-of-way, or other matters affecting the public health, safety, or general welfare, either as they now exist or as they may in the future be developed as a result of the implementation of the provisions of the Zoning Ordinance, the Comprehensive Plan or any other plan, program, Applicant: Chris and Lisa Cardwell 816 Pinetree Lane Lake Geneva, WI Request: 816 Pinetree Lane Proposed Conditional Use Permit to Construct a Vertical Expansion to a Legal Nonconforming Building. Tax Key No. ZSY 00020 Page 35 of 83 map, or ordinance adopted or under consideration pursuant to official notice by the City or other governmental agency having jurisdiction to guide development. 4. The proposed conditional use maintains the desired consistency of land uses, land use intensities, and land use impacts as related to the environs of the subject property. 5. The proposed conditional use is located in an area that will be adequately served by, and will not impose an undue burden on any improvements, facilities, utilities or services provided by public agencies serving the subject property. 6. The potential public benefits of the proposed conditional use outweigh all potential adverse impacts of the proposed conditional use after taking into consideration the Applicant’s proposal and any requirements recommended by the Applicant to ameliorate such impacts. Staff Recommendation: 1. Staff recommends that the Plan Commission recommend approval of the proposed conditional use as submitted. 2. Staff recommends the Plan Commission adopt the affirmative set of findings provided under A.1- 6., above. 3. Staff recommends the following additional conditions of approval: a. Substantial conformance to submitted plans. b. Applicant shall secure all required permits prior to start of construction. Page 36 of 83 Page 37 of 83 Page 38 of 83 Page 39 of 83 Page 40 of 83 Page 41 of 83 Page 42 of 83 Page 43 of 83 Page 44 of 83 Page 45 of 83 Page 46 of 83 Page 47 of 83 Page 48 of 83 Page 49 of 83 Page 50 of 83 Page 51 of 83 Page 52 of 83 Page 53 of 83 Page 54 of 83 Page 55 of 83 Page 56 of 83 2/6 F 2/0 EXIST. REC ROOM 23'-2" x 22'-8" EXIST. BATH 4'-11" x 7'-0" EXIST. 2-CAR GARAGE 18'-3" x 23'-1" EXIST. 8/0x7/0 OH DOOR EXIST. 8/0x7/0 OH DOOR UP 12R D1.0 WOOD NOTES 1. THE DESIGN, FABRICATION AND CONSTRUCTION OF WOOD FRAMING SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT ADOPTED EDITION OF AF&PA/AWC "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION & SUPPLEMENT" OR "LRFD MANUAL FOR ENGINEERED WOOD CONSTRUCTION & SUPPLEMENT" 2. FABRICATION AND ERECTION OF WOOD FRAMING SHALL CONFORM TO AF&PA WCD 1 DETAILS FOR CONVENTIONAL WOOD FRAME CONSTRUCTION, U.N.O. 3. LUMBER MATERIAL SPECIFICATIONS 2X4 & 2X6 PRE-CUT STUDS STUD GRADE S.P.F. (N.L.G.A.) 2X4 STANDARD GRADE S.P.F. (N.L.G.A.) 2X6, 2X8, 2X10 & 2X12 #2 S.P.F. (N.L.G.A.) P.T. 2X4 & 2X6 #2 P.P. (W.W.P.A.) P.T. 2X8, 2X10 & 2X12 #2 S.Y.P. (S.P.I.B.) ALL MATERIAL SHALL BE NOMINAL & S-DRY ALL MATERIAL SHALL BE OF EQUAL GRADE OR BETTER 4. ENGINEERED LUMBER MATERIAL SPECIFICATIONS LVL MICROLAM 1.9E (TRUS JOIST) PSL PARALLAM 2.0E (TRUS JOIST) LSL TIMBERSTRAND 1.5E (TRUS JOIST) LVL-RIMBOARD 1-3/4" VERSA-LAM 2.0E (BCI) OSB-RIMBOARD 1-1/8" BC-RIM OSB (BCI) GLULAM 24F-V8 DF/DF 5. WALL SHEATHING BRACED PANEL-WOOD SHEATHING12" NOMINAL APA RATED SHEATHING 32/16 EXPOSURE 1 BRACED PANEL-GYPSUM WALL BOARD 12" THICK GWB PER PLANS AND SPECIFICATIONS UNBRACED WALL TYP. U.N.O. EXTRUDED POLYSTYRENE SHEATHING, THICKNESS AS NOTED ALL BRACING NOTED AND SCHEDULED ON PLANS. EXTERIOR SHEATHING IS CONTINUOUS FROM SILL PLATES TO RAFTERS AND FASTENED PER NAILING SCHEDULE. SHEATHING SHALL LAP OVER SEAMS IN WALL FRAMING BY NOT LESS THAN 12" (I.E. STACKED WALL FRAMING AND PLATFORM FLOOR LINE FRAMING). 6. FLOOR DECKING: 23/32" APA RATED STURD-I-FLOOR 24-O.C. EXPOSURE-1 T&G PANELS, GLUED AND FASTENED PER SCHEDULE, U.N.O. 7. ROOF SHEATHING: 15/32" APA RATED SHEATHING 32/16 EXPOSURE-1 OVER STRUCTURAL MEMBERS AT 16" O.C. AND 19/32" APA RATED SHEATHING 40/ 20 EXPOSURE-1 OVER STRUCTURAL MEMBERS AT 24" O.C. PROVIDE PLYWOOD CLIPS AT 24" O.C. UNLESS T&G DECKING OR BLOCKING @PANEL EDGES IS PROVIDED. 8. TYPICAL STUD WALL FRAMING UP TO 10' IN HEIGHT (OVER 10' HIGH WALLS TO BE NOTED ON PLANS) A. EXTERIOR WALLS OF RESIDENCE 1. 4" NOM. STUDS SHOWN A. BASEMENT -SUPPORTING TWO FLOORS AND A ROOF: 3X4 AT 16" O.C. OR 2X4 AT 12" O.C. -SUPPORTING ONE FLOOR AND A ROOF: 2X4 AT 16" O.C. B . FIRST FLOOR - 2X6 AT 16" O.C. C . SECOND FLOOR - 2X6 AT 16" O.C. 2. 6" NOM. STUDS SHOWN - 2X6 AT 16" O.C. B. EXTERIOR WALL OF GARAGE: 2x4 OR 2x6 AS SHOWN AT 16"O.C. C. INTERIOR LOAD BEARING WALL (SHADED) 1. 4" NOM. STUDS SHOWN A . BASEMENT -SUPPORTING TWO FLOORS AND A ROOF - 2x4 AT 12" O.C. OR 3x4 AT 16" O.C. -SUPPORTING ONE FLOOR AND ROOF- 2x4 AT 16" O.C. B FIRST AND SECOND FLOOR- 2x4 AT 16" O.C. 2. 6" NOM. STUDS SHOWN - 2x6 AT 16" O.C. D. INTERIOR NON-LOAD BEARING WALL 2x4 OR 2x6 AS SHOWN AT 16" O.C. 9. ALL SPLICES IN TOP PLATE MUST BE CENTERED OVER STUD AND STAGGERED 48" MIN. 10. PROVIDE ONE JAMB STUD & ONE KING STUD @ HEADER SPANS LESS THAN 6'-0". PROVIDE TWO (2) JAMB STUDS PLUS TWO (2) KING STUDS FOR SPANS 6'-0" TO 12'-0". FOR WALLS TALLER THAN 10'-0" OR OPENINGS LARGER THAN 12'-0" FRAMING WILL BE NOTED. 11. ALL WOOD SILL PLATES BEARING ON CONCRETE SHALL BE TREATED FOR ROT AND TERMITE PROTECTION. 12. FIBERGLASS OR FOAM SILL SEALER SHALL BE INSTALLED UNDER ALL EXTERIOR WALL PLATES, INCLUDING GARAGE WALLS AND AT WALLS BETWEEN GARAGE AND HOUSE. 13. PROVIDE CODE APPROVED METAL JOIST HANGERS WHERE RAFTER OR JOISTS DO NOT BEAR ON PLATES, BEAMS OR LEDGERS. 14. PROVIDE BRIDGING FOR ALL TRUSSES AND JOISTS AT 8'-0" O.C. MAX. UNLESS APPROVED OTHERWISE BY GOVERNING AUTHORITIES OR TRUSS/ JOIST MANUFACTURER. DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO JOISTS FLOOR SPAN. SPACE JOISTS AT 12" CENTERS UNDER ALL BATH TUBS AND LAUNDRY TRAYS U.N.O. PROVIDE SOLID BRIDGING UNDER ALL PERPENDICULAR PARTITIONS. 15. PROVIDE BRIDGING FOR ALL TRUSSES AND JOISTS AT 8'-0" O.C. MAX. UNLESS APPROVED OTHERWISE BY GOVERNING AUTHORITIES OR TRUSS/JOIST MANUFACTURER. DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO FLOOR JOIST SPAN. SPACE JOISTS AT 12" CENTERS UNDER ALL BATH TUBS AND LAUNDRY TRAYS U.N.O. PROVIDE SOLID BRIDGING UNDER ALL PERPENDICULAR PARTITIONS. 16. PROVIDE 2" NOMINAL WOOD FIRE STOPPING TO CUT OFF ALL CONCEALED DRAFT OPENINGS BETWEEN FLOORS AND AT ATTIC PER APPLICABLE CODES. 17. EXTERIOR DECKING SHALL BE SPACED 1/8" TO 1/4" APART, U.N.O. 18. ALL BUILT-UP STUD COLUMNS MUST BE GLUED AND NAILED TO THE FULL LENGTH OF THE COLUMN. 19. PROVIDE SOLID BLOCKING OF SAME FRAMING MATERIAL OR VERTICAL SQUASH BLOCKING UNDER ALL COLUMN LOCATIONS. WOOD CONNECTORS & FASTENERS 1. ALL PRE-ENGINEERED METAL CONNECTORS FOR WOOD CONSTRUCTION SHALL BE SUPPLIED AND INSTALLED AS NOTED ON PLANS AND SHALL BE MANUFACTURED BY 'SIMPSON STONG-TIE' U.N.O. OR UNLESS ACCEPTABLE ALTERNATIVES ARE APPROVED IN WRITING BY THE ENGINEER. 2. ALL PRE-ENGINEERED METAL CONNECTORS FOR WOOD CONSTRUCTION MUST BE CODE EVALUATED AND APPROVED BY THE PERMIT AUTHORITY OR HAVE SHOP DRAWINGS SEALED BY AN ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. 3. ALL NAILS SHALL CONFORM TO ASTM F1667 AND ALL SCREWS SHALL CONFORM TO ANSI B18.6.1 OR HAVE CODE EVALUATIONS AND APPROVAL BY THE PERMIT AUTHORITY AS ALTERNATIVE FOR THE SPECIFIED FASTENER. 4. ALL BOLTS AND LAG SCREWS SHALL CONFORM TO ASTM A307 OR HAVE CODE EVALUATIONS AND APPROVAL BY THE PERMIT AUTHORITY AS ALTERNATE TO THE SPECIFIED FASTENER. 5. CUSTOM CONNECTOR FABRICATOR SHALL PROVIDE SHOP DRAWINGS AND SUBMIT TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. 6. ALL FASTENERS USED TO INSTALL PRE-ENGINEERED METAL CONNECTORS FOR WOOD CONSTRUCTION SHALL STRICTLY FOLLOW MANUFACTURERS SPECIFICATIONS, U.N.O. 7. ALL CONNECTORS IN CONTACT WITH PRESERVATIVE TREATED WOOD MEMBERS SHALL HAVE A MINIMUM PROTECTION AS FOLLOWS: A. PRE-ENGINEERED METAL CONNECTORS SHALL MEET ASTM A635, CLASS G185 GALVANIZED SHEET. B. FASTENERS SHALL MEET ASTM A153 HOT DIPPED GALVANIZING C. CUSTOM METAL CONNECTORS OVER 1/4" PLATE SHALL BE SHOP PRIMED WITH RUST INHIBITIVE PRIMER. METAL PLATE CONNECTED WOOD TRUSSES 1. PREFABRICATED ROOF AND FLOOR TRUSSES SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE W.T.C.A. "STANDARD RESPONSIBILITIES IN THE DESIGN PROCESS INVOLVING METAL PLATE CONNECTED WOOD TRUSSES" AND T.P.I.'s "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION". 2. TRUSS DESIGNER SHALL PROVIDE SHOP DRAWINGS AND TRUSS LAYOUT AND SUBMIT TO THE ENGINEER AND PERMIT AUTHORITY AS REQUIRED FOR REVIEW BEFORE FABRICATION. ALL DRAWINGS SHALL BE SEALED BY AN ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. 3. ALL FLOOR TRUSSES SHALL BE DESIGNED FOR LIVE LOAD DEFLECTION OF L/600. ALL ROOF TRUSSES SHALL BE DESIGNED FOR A VERTICAL TRANSIANT LOAD DEFLECTION OF L/360. HORIZONTAL DEFLECTION LIMITS WILL BE SPECIFIED IF REQUIRED 4. ALL FRAMING DETAILS AND METHODS SHALL BE DONE IN STRICT CONFORMANCE WITH TRUSS MANUFACTURER AND APPLICABLE CODES. 5. FAILURE TO SUBMIT TRUSS DRAWINGS INDICATING DIMENSIONS, DEFLECTIONS AND REACTIONS TO THE ARCHITECT LEAVES THE TRUSS DESIGNER OR CONTRACTOR LIABLE FOR ENSURING ADEQUACY OF BUILDING STRUCTURAL DESIGN. 6. ALL TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED AND SUPPLIED BY THE TRUSS DESIGNER. 7. TRUSS DESIGNER AND G.C. SHALL VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. NAILING (SINKERS) (4) 10d 10d @ 6" O.C. (2) 16d (7) 10d, EA SIDE (4) 10d (2) 12d @ 24" O.C. (2) 12d @ 8" O.C. (3) 12d (4) 12d (2) 12d @ 24" O.C. (2) 12d @ 24" O.C. (12) 12d (3) 12d (4) 10d (6) 10d (6) 10d (3) 12d EA. SIDE (2) 20d EACH STUD (3) ROWS 16d @24" O.C. (4) ROWS 16d @24" O.C. 2 ROWS 1/2"Dia. Bolts @ 24" O.C. FRAMING CONNECTIONS 1. FLOOR JOISTS SILL OR GIRDER, SLANTNAILED 2. RIMBOARD TO PLATE OR GIRDER, SLANTNAILED 3. RIM BOARD TO FLOOR JOISTS, FACENAILED 4. FLOOR JOIST LAP JOINT (LUMBER ONLY), FACE NAIL 5. BRIDGING OR BLOCKING TO JOIST, TOENAIL EA. END 6. SOLE PLATE TO JOIST OR BLOCKING, TYP FACE NAIL SOLE PLATE TO JOIST OR BLOCKING, AT BRACED WALLS 7. SOLE/TOP PLATE TO STUD, END NAIL 8. STUD TO SOLE/TOP PLATE, TOENAIL 9. DOUBLE STUDS, FACE NAIL 10. DOUBLE TOP PLATES, TYP FACE NAIL DOUBLE TOP PLATES, LAP SPLICE FACE NAIL 11. TOP PLATES LAPS AND INTERSECTIONS, FACENAIL 12. CEILING JOIST TO TOP PLATE, SLANTNAIL 13. CEILING JOIST LAP JOINT, FACE NAIL 14. CEILING JOIST TO PARALLEL RAFTER, FACE NAIL 15. ROOF TRUSS / RAFTER TO TOP PLATE, SLANTNAILED 16. 2x NAILERS (SOFFITS, OVERHANGS, ETC.) 17. BUILT-UP WOOD BEAM: 2 & 3 Plys 9 1/2" & 11 7/8" LVL 2 x 10 & 2 x 12 14", 16", & 18" LVL 18. BUILT-UP WOOD BEAM: 4 Plys All Material NAILING SCHEDULE NAILING (COMMONS) (3) 8d 8d @ 6" O.C. (2) 10d (4) 16d, EA SIDE (3) 8d 16d @ 16" O.C. (3) 16d @ 16" O.C. (2) 16d (4) 8d 16d @ 24" O.C. 16d @ 16" O.C. (8) 16d (2) 16d (3) 8d (3) 16d (3) 16d (2) 16d EA. SIDE (2) 20d EACH STUD (2) ROWS 16d @24" O.C. (3) ROWS 16d @24" O.C. GENERAL CONSTRUCTION NOTES 1. NO CHANGES ARE TO BE MADE TO THESE PLANS WITHOUT THE KNOWLEDGE AND WRITTEN CONSENT OF THE ENGINEER. 2. ALL DIMENSIONS CONTROLLED BY EXISTING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR AT THE SITE. 3. CONSTRUCTION AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH ALL THE REQUIREMENTS OF ALL LEGALLY CONSTITUTED PUBLIC AUTHORITIES HAVING JURISDICTION ON THE PROJECT, INCLUDING ALL COUNTY AND LOCAL ORDINANCES, AND THE SAFETY ORDERS OF THE STATE INDUSTRIAL ACCIDENT COMMISSION (OSHA). 4. THE GENERAL CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS. 5. ALL WORK PERFORMED SHALL CONFORM WITH THE REQUIREMENTS OF THE CURRENT BUILDING CODE AND OTHER APPLICABLE GOVERNING CODES AND BUILDING ORDINANCES. REFER TO BUILDING DESIGN LOADS FOR ADDITIONAL INFORMATION. 6. ALL STRUCTURAL MATERIALS SHALL BE FURNISHED AS SHOWN IN THESE PLANS UNLESS ALTERNATES ARE APPROVED IN WRITING BY THE ENGINEER. 7. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AND PROVIDING BRACING DURING CONSTRUCTION ERECTION TO SUPPORT ALL CONSTRUCTION LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED. 8. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE COMPLETED STRUCTURE AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES, INCLUDING, BUT NOT LIMITED TO BRACING AND SHORING. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES. ANY SUPPORT SERVICES PERFORMED BY THE ENGINEER DURING THE CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE ENGINEER ARE FOR THE PURPOSE OF QUALITY CONTROL AND IN THE INTEREST OF ACHIEVING COMPLIANCE WITH THE CONTRACT DOCUMENTS. THEY DO NOT GUARANTEE THE CONTRACTORS PERFORMANCE AND SHALL NOT BE CONSTRUED AS CONSTRUCTION SUPERVISION. 9. THE SHOP DRAWING REVIEW PROCESS BY THE ENGINEER WILL ONLY COMMENCE AFTER THE PREPARATION OF SHOP DRAWINGS HAVE BEEN AS FOLLOWS: A. INITIALLY REVIEWED AND ACCEPTED AS CONFORMING WITH THE CONSTRUCTION DRAWINGS BY THE RESPONSIBLE SUPERVISOR AND DRAWING CHECKER WITH THEIR SIGNATURES. B. APPROVED AND ACCEPTED WITH A STAMP FROM THE GENERAL CONTRACTOR AS CONFORMING TO THE CONSTRUCTION DOCUMENTS. C. A MINIMUM OF 10 WORKING DAYS HAS BEEN ALLOCATED FOR THE REVIEW PROCESS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE SHOP DRAWING REVIEW SCHEDULE. 10. SEE THE SPECIFICATIONS PACKAGE PRODUCED FOR ADDITIONAL REQUIREMENTS, IF APPLICABLE. SHEET INDEX D1.0 GENERAL NOTES / SPEC.'S / EXIST. LOWER LEVEL PLAN D1.1 EXIST. & DEMO FIRST FLOOR / ATTIC LEVEL PLANS A1.1 PROPOSED FIRST / SECOND FLOOR PLANS A1.2 PROPOSED ROOF PLAN A2.1 PROPOSED NORTH (STREET) ELEVATION A2.2 PROPOSED EAST / WEST ELEVATONS A2.3 PROPOSED SOUTH ELEVATION A3.1 WALL SECTIONS / DETAILS I-JOIST FRAMING NOTES 1. ALL I-JOISTS SHALL BE OF SIZE AND SERIES NOTED ON PLANS, AND SHALL BE MANUFACTURED BY "BOISE CASCADE" U.N.O. OR UNLESS ACCEPTABLE ALTERNATES ARE APPROVED IN WRITING BY THE ENGINEER. 2. SUPPLIER OF I-JOISTS SHALL PROVIDE A JOIST LAYOUT AND VERIFY ADEQUACY OF ALL FRAMING MEMBERS FOR SPANS AND LOAD CONDITIONS SHOWN. REFER TO GENERAL NOTES FOR BASE DESIGN LOADS. IF DISCREPANCIES ARE FOUND, NOTIFY ENGINEER IMMEDIATELY. 3. ALL FLOOR JOISTS SHALL BE DESIGNED FOR LIVE LOAD DEFLECTION OF L/480 U.N.O. 4. ALL FRAMING DETAILS AND METHODS SHALL BE DONE IN STRICT CONFORMANCE WITH JOIST MANUFACTURER AND APPLICABLE CODES. 5. I-JOIST FLOOR JOISTS SHOULD BE IN CONTINUOUS LENGTHS OVER ALL BEARING ELEMENTS. OPTIONAL AND REQUIRED SPLICE LOCATIONS WILL BE NOTED. JOIST ENDS @ SPLICE LOCATIONS MUST BE SOLID BLOCKED. 6. ALL JOIST ENDS SHALL BE SOLID BLOCKED OR SUPPORTED WITH LVL-RIMBOARD. Date: Project: Drawn by: Checked by: SHEET NUMBERREVISIONS NUMBER DESCRIPTION DATE 607 Davis St., Elkhorn, WI 53121 (262) 215-9295 contact@focusengineeringllc.com 02-19-2026 2025-06.013 KRG MAPFOCUS {FOCUS ENGINEERING LLC}CARDWELL RESIDENCE816 PINE TREE LANE, LAKE GENEVA WI 53147 ISSUED FOR: PERMIT / BID / CONST.1 ADDED BUILDING HEIGHT ON ELEVATIONS 5-21-2026 SCALE: EXISTING LOWER LEVEL PLAN 1/4" = 1'-0"NORTH Page 57 of 83 DN 12R EXIST. ATTIC 46'-9" x 24'-0"EXIST. 2x8 RAFTERS @ 24" O.C. EXIST. 2x8 RAFTERS @ 24" O.C. 2 1/2" - 2 3/4" HEEL CUTCLG. SLOPE 9 1/4:12 CLG. SLOPE 9 1/4:12 + 8'3 3/8" STRAIGHTEN EXISTING CHIMNEY FLUE DEMO EXISTING ROOF AND DORMERS COMPLETE - FLOOR AND EXISTING STAIR TO REMAIN EXISTING FURNACE FLUE 3/0 2/6 2/62/6 2/62/6 2/8PR 3/0 PR 3/0 EXIST. LIVING RM. 23'-6" x 13'-5" DN 12R UP 12R EXIST. BED #1 16'-0" x 11'-5" EXIST. BED #2 10'-0" x 11'-4" EXIST. BATH 9'-0" x 8'-4" EXIST. KITCHEN 13'-7" x 9'-6" EXIST. DINING 11'-10" x 9'-6" EXIST. DECK REMOVE EXIST. DOOR OPEN WALL ABOVE EXISTING STAIR UP TO CEILING - EXISTING STAIR TO REMAIN Date: Project: Drawn by: Checked by: SHEET NUMBERREVISIONS NUMBER DESCRIPTION DATE 607 Davis St., Elkhorn, WI 53121 (262) 215-9295 contact@focusengineeringllc.com 02-19-2026 2025-06.013 KRG MAPFOCUS {FOCUS ENGINEERING LLC}CARDWELL RESIDENCE816 PINE TREE LANE, LAKE GENEVA WI 53147 ISSUED FOR: PERMIT / BID / CONST.1 ADDED BUILDING HEIGHT ON ELEVATIONS 5-21-2026 D1.1NORTH NORTH SCALE: EXISTING FIRST FLOOR PLAN 1/4" = 1'-0" SCALE: EXISTING ATTIC LEVEL / DEMO PLAN 1/4" = 1'-0" GENERAL DEMOLITION NOTES 1. INFORMATION SHOWN IN LIGHT LINEWORK IS EXISTING CONSTRUCTION TO REMAIN. 2. REMOVE EXISTING CONSTRUCTION SHOWN IN HEAVY DOTED LINEWORK. 3. COORDINATE WITH ALL FLOOR PLANS AND ELEVATIONS, DRAWINGS MAY CONTAIN ADDITIONAL WORK. 4. THE REFERENCE DRAWINGS GENERALLY INDICATE THE EXTENT AND CHARACTERISTICS OF EXISTING MATERIALS AND SYSTEMS. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS. 5. REMOVE ALL HANGERS, SUSPENSION SYSTEMS, SUPPORTS, FRAMING, EQUIPMENT PADS, ANCHORS, ATTACHMENT HARDWARE AND RELATED DEVICES CONNECTED WITH WORK TO BE REMOVED. IF COMPLETE REMOVAL IS NOT POSSIBLE, CUT DEVICES AS CLOSE AS POSSIBLE TO ADJOINING SURFACES OR ORIGIN OF SUPPORT. 6.ALL DEMOLITION WORK SHALL BE EXECUTED IN COMPLIANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES, LAWS, AND REGULATIONS. 7. PRIOR TO THE DEMOLITION WORK, THE CONTRACTOR SHALL VISIT THE SITE AND HOME TO DETERMINE THE EXISTING CONDITIONS INVOLVED IN AND EXECUTED BY THE WORK INDICATED BY ALL CONTRACT DOCUMENTS. CONTRACTOR'S FAILURE TO REASONABLY DETERMINE AND/OR ANTICIPATE THE EFFECT OF EXISTING CONDITIONS AND THE WORK INVOLVED THEREBY SHALL NOT BE JUSTIFICATION FOR ADDITIONAL COMPENSATION. REPORT ANY DISCREPANCIES TO THE ARCHITECT. 8. UNLESS NOTED OTHERWISE, ALL DEMOLISHED MATERIAL AND EQUIPMENT IS TO BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE IN A SAFE AND LEGAL MANNER. NO ON SITE SALE OF MATERIAL IS ALLOWED. 9. ALL MATERIALS, EQUIPMENT, FIXTURES, SYSTEMS, AND ACCESSORIES WHICH ARE TO REMAIN IN SERVICE SHALL BE CLEANED, REPAIRED, ADJUSTED, RECONDITIONED, AND PLACED INTO PROPER OPERATIONS IN ALL MODES WITH THE ORIGINAL SYSTEM. 10. IF REQUIRED BY LAW, THE GENERAL CONTRACTOR SHALL RETAIN AND PAY FOR THE SERVICES OF A PROFESSIONAL ENGINEER, LICENSED TO PRACTICE IN THIS STATE, TO PREPARE DETAILED DRAWINGS OF ALL SHORING & BRACING ON THIS PROJECT. SEND (3) SETS OF SEALED DRAWINGS TO THE OWNER PRIOR TO ANY DEMOLITION. 11. IF INTERRUPTION OF ANY UTILITY SERVICES TO ANY ADJACENT HOMES OR BUSINESS OCCURS DURING CONSTRUCTION OR DEMOLITION, THE GENERAL CONTRACTOR SHALL NOTIFY THE AFFECTED HOMES, BUSINESS, AND THE OWNERS IN WRITING (7) DAYS PRIOR TO THE WORK. THE CONTRACTOR SHALL SCHEDULE THIS WORK TO BE COMPLETED IN A TIMELY MANNER AND DURING A REASONABLE TIME OF DAY. 12. ALL CONTRACTORS SHALL FOLLOW THE PROGRESS OF THE GENERAL DEMOLITION AND REMODELING WORK TO ASSURE THE ACCESSIBILITY AND SAFETY OF EQUIPMENT AND SYSTEMS TO REMAIN IN SERVICE AND TO PROVIDE FOR THE TIMELY REMOVAL AND/OR RELOCATION OF EQUIPMENT, PIPING, ETC. 13. ALL ABANDONED UTILITY LINES SHALL BE CAPPED IN A LEGAL MANNER BELOW THE FLOOR SLAB, ABOVE THE BOTTOM CHORD OF ROOF JOISTS, OR IN AN EXISTING WALL TO REMAIN. 14. IF REQUIRED, REMOVE ALL ABANDONED CONDUIT BOXES, CONDUCTORS, TELEPHONE LINES, ELECTRIC PANELS, AND ANY OTHER MISCELLANEOUS EQUIPMENT NOT REQUIRED FOR THE NEW CONSTRUCTION. 15. IF REQUIRED, REMOVE ALL RECESSED FLOOR BOXES, FLOOR SINKS, HUB DRAINS, ELECTRICAL RECEPTACLES, ETC. AND FILL VOIDS AS REQUIRED. 16. PREPARE EXISTING SUB-FLOOR TO RECEIVE NEW FLOOR FINISH, PATCH ALL HOLES, SAND SMOOTH, REPLACE DAMAGED SHEATHING, AND/OR FILL WITH LEVELING FLOOR COMPOUND AS REQUIRED TO PROVIDE AN ACCEPTABLE SURFACE FOR NEW FLOOR FINISH. 17. PATCH THE ROOFING SYSTEM AS REQUIRED BY THE DEMOLITION WORK. PATCHES ARE TO BE COMPATIBLE AND SHALL NOT DAMAGE THE INTEGRITY OF THE EXISTING ROOFING SYSTEM. 18. SAWCUT AND REMOVE PORTION OF EXISTING SUB-FLOOR AS REQUIRED FOR INSTALLATION OF NEW PLUMBING WORK, REFER TO PLUMBING DRAWINGS FOR EXTENT OF WORK. PLACE NEW SHEATHING AND FINISH AS REQUIRED TO PROVIDE AN ACCEPTABLE SURFACE FOR NEW FLOOR FINISHES. 19. REMOVE ALL EXISTING MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT NOT USED IN THE NEW PROJECT. COORDINATE WITH THE MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS. 20. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL DEMOLITION THAT IS REQUIRED TO INSTALL NEW WORK. Page 58 of 83 EX. 3/0 EX. 2/6 EX. 2/6EX. 2/6 EX. 2/6EX. 2/6 EX. 2/8EX. PR 3/0 EX. PR 3/0 EXIST. LIVING RM. 23'-6" x 13'-5" DN 12RUP 14R EXIST. BED #1 16'-0" x 11'-5" EXIST. BED #2 10'-0" x 11'-4" EXIST. BATH 9'-0" x 8'-4" EXIST. KITCHEN 13'-7" x 9'-6" EXIST. DINING 11'-10" x 9'-6" EXIST. DECK NEW HANDRAIL & NEWELL POST, ABOVE CUT STAIR WALL - TO CEIL. NEW ENTRY CANOPY 2'-1114" +/-4'-0" 25'-11" +/- NEW 6x6 DECORATIVE CEDAR BRACKETS PER DETAIL 5'-512" 1'-23 4" 1'-23 4" 914"914"MONO TRUSS @ 24" O.C. A3.1 02 A2.3 01 A3.1 02 A3.1 01NOTE: ALL EXISTING HEADERS TO REMAIN - U.N.O. FLUSH (3) 9.5" LVL ON TOP OF EXIST. CEIL. W/ 8 1/2" STANDOFF BEARING FLUSH (3) 9.5" LVL ON TOP OF EXIST. CEIL. W/ 8 1/2" STANDOFF BEARING ADD 1/2" PLYWOOD SHIM SPACER @ WALL FOR NEW TRUSS BEARING (TYP.) THAC418 STRAP HANGERNEW 18" FLOOR TRUSS @ 19.2" O.C. GIRDER TRUSS GIRDER TRUSS (2) 2X10 BOTTOM FLUSH W/ MID CHORD NEW 18" FLOOR TRUSS @ 19.2" O.C.NEW 18" FLOOR TRUSS @ 19.2" O.C. EXISTING CELING TO REMAIN EXISTING CELING TO REMAIN A2.3 02 A2.3 02 VAULT CLG STRAIGHTEN EXISTING CHIMNEY FLUE LOFT / STAIR 16'-10" x 15'-9"F WHWSKING QUEEN TWIN TWIN PRIMARY BEDROOM 13'-8" x 12'-1" M. BATH 8'-8" x 10'-6" 36"x60" CURBLESS SHOWER M. W.I.C. 7'-0" x 10'-6" MECH. 6'-3" x 7'-0" BED #4 12'-3" x 10'-6" BED #3 9'-11" x 12'-1" BATH #3 7'-7" x 7'-0" 8'-0" CLG 8'-0" CLG VAULT CLG 8'-0" CLG8'-0" CLG VAULT CLG 2/10 2/8 PKT 2/8 3/02/8 2/8 2/85/0 SLIDING 5/0 SLIDING 5'-412"21'-1034"9'-534"10'-0" 46'-9"5'-9" 9'-6"6'-9"2'-0"24'-0" 9'-812" 9'-2" 9'-0" 2x4 WALL 9'-2" 9'-812" 46'-9"2'-0" 9'-2" 5'-4" 7'-6" 4'-0" 24'-0" LIN.48" VAN. LINEN SHELF NICHE SHELF NICHE 2/0 NEW DN 2REXIST. DN 12R STACKED W/D ENCLOSE EXIST. FURNACE FLUE LOFT4:12 NEW ENTRY APRON 2/42/6 PKT CLG. SLOPE 6:12 DAYBEDCLG. SLOPE 6:12 CLG. SLOPE 6:12 CLG. SLOPE 6:12 CLG. SLOPE 6:12 CLG. SLOPE 6:12 512"8'-812"312"7'-1"312"6'-4"312"7'-8"512"2'-1"312"12'-4"512"5 1 2 " 10'-7"31 2 " 2'-1"31 2 " 9'-10"51 2 " 2'-2" 5" 4'-1112" 312" 3'-1112" 312" 2'-1" 312" 4'-812" 2'-412" 312" 5'-5" 512" 2'-10" 512" 12'-4" 312" 6'-314" 2'-1114" 8'-312" 312" 13'-2" 312" 1'-1112" 512" 3'-3"312"8'-912"3'-0" 3 1 2 " 5'-7 1 2 " 3 1 2 " 3'-0" 3 1 2 " 5'-1 1 2 " 5 1 2 " 5'-0" 5 1 2 " 12'-2 1 2 " 5 1 2 " 2'-11" 3 1 2 " 7'-2 1 2 " 5 1 2 " 2" 3 1 2 " 12'-2 1 2 " 3'-6 1 2 " 3 1 2 " 7'-0 1 2 " 7'-0 1 2 " 31 2 " 3'-103 8 " +/- 3'-0"5'-0" 31 2 " 1'-9" VERIFY IN FIELD, IF POSSIBLE TO MOVE FLUE CLOSER TO EXT. WALL, REDUCE NICHE DEPTH AS MUCH AS POSSIBLE A3.1 02 A2.3 01 A3.1 02 A3.1 03 LANDING AT EXISTING ATTIC DECK HEIGHT - EL. 108'-6 1/2" +/- A3.1 01 (2) 9.5" LVL CS-WSP 48 CS-WSP 48 4'-6" 4'-6" CS-WSP 48 NOTE: 2x4 EXT. WALL - THIS LOCATIONCS-WSP 64 CS-WSP 64 CS-WSP 48 CS-WSP 48 CS-WSP 48 CS-WSP 48 CS-WSP 48 CS-WSP 48 SCALE: PROPOSED FIRST FLOOR PLAN 1/4" = 1'-0"NORTH Date: Project: Drawn by: Checked by: SHEET NUMBERREVISIONS NUMBER DESCRIPTION DATE 607 Davis St., Elkhorn, WI 53121 (262) 215-9295 contact@focusengineeringllc.com 02-19-2026 2025-06.013 KRG MAPFOCUS {FOCUS ENGINEERING LLC}CARDWELL RESIDENCE816 PINE TREE LANE, LAKE GENEVA WI 53147 ISSUED FOR: PERMIT / BID / CONST.1 ADDED BUILDING HEIGHT ON ELEVATIONS 5-21-2026 A1.1 WALL BRACING TYPE ABBREVIATIONS TAG DESCRIPTION WSP WOOD STRUCTURAL PANEL -ONE SIDE: 12" APA SPAN RATED WOOD SHEATHING CS-WSP WOOD STRUCTURAL PANEL IN CONTINOUS WOOD SHEATHED WALL GB-1 GYPSUM BOARD PANEL APPLIED ONE SIDE ONLY GB-2 GYPSUM BOARD PANEL APPLED BOTH SIDES CS-PF PORTAL FRAME IN CONTINUOUS WOOD SHEATHED WALL AT LOCATION SPECIFIED ONLY: 1/2" THICK APA SPAN RATED WOOD SHEATHING. SEE WISCONSIN CODE DETAIL SPS321.25-A PFH PORTAL FRAME w/ HOLD-DOWNS - 1/2" THICK APA SPAN RATED WOOD SHEATHING. SEE DETAIL SHOWN TAG LENGTH BLOCKING SHEARWALL/ WALL BRACING LEGEND SHEAR WALL / BRACED WALL PANEL SHEAR WALL / BRACE PANEL TAG LENGTH IN INCHES PANEL EDGE BLOCKING IF REQ. PANEL FASTENING SCHEUDLE SHEATHING TYPE FASTENER SPACING (EDGE / FIELD) WOOD SUBFLOOR (2332" THICK) #9x 2.5" WOOD SCREW 6" / 12" WOOD WALL SHEATHING (1532" THICK) 0.131"x2.5" R.S. NAIL 6" / 12" WOOD ROOF SHEATHING (1532" OR 1932") 0.0131"x2.5" R.S. NAIL 6" / 12" TYPICAL 3" / 8" @ RIDGE AND OVERHANGS GWB WALL #6x 158" TYPE W SCREW 4" / 8" PANELS w/ "BLOCKING" DESIGNATION: PROVIDE NOMINAL 2x SOLID BLOCKING AT ALL PANEL EDGE JOINTS WHICH DO NOT LINE UP WITH WALL OR FLOOR FRAMING. INSTALL EDGE FASTENING PER TYPICAL FASTENING INSTRUCTIONS. SIZE SPACING LEGEND WOOD BEAMS (# OF PLYS NOTED ON PLAN) WOOD COLUMNS (# OF PLYS NOTED ON PLAN - UNLESS NOTED OTHERWISE, ALL COLUMNS ARE 3-PLY OF THE WALL FRAMING SHOWN) POINT LOADS FROM ABOVE JOIST CALL OUT & DIRECTION INDICATOR TYP. HEADER = (2) 2x10 SCALE: PROPOSED SECOND FLOOR PLAN 1/4" = 1'-0"NORTH Page 59 of 83 CLG. SLOPE 6:12 CLG. SLOPE 6:12 CLG. SLOPE 6:12 CLG. SLOPE 6:12 CLG. SLOPE 6:12 CLG. SLOPE 6:12 D.S.1'-6" O.H. 1'-0" TYP. RAKE GABLE ENDWALL TRUSSGABLE ENDWALL TRUSSGABLE ENDWALL TRUSS GABLE ENDWALL TRUSS CONTINUOUS RIDGE VENTCOMMON TRUSSES @ 24" O.C. SCISSOR VAULT TRUSSES @ 24" O.C. SCISSOR VAULT TRUSSES @ 24" O.C. 109'-1 1/8" PLATE HT. 1'-0" HEEL HT. 9:129:129:129:129:12 9:12 D.S. D.S. A3.1 03 D.S.6:12 A3.1 02 A2.3 01 A3.1 02 A3.1 01RAFTERS @ EACH CONT. RIDGE VENT CONT. RIDGE VENT TRUSS OVERLAY @ 24" O.C. TRUSS OVERLAY @ 24" O.C. 109'-1 1/8" PLATE HT. 1'-0" HEEL HT.3 1 2 "2" NOTE: 2x4 WALL @ THIS LOCATIONFLOOR TRUSS 2x4 SCALE: PROPOSED ROOF PLAN / FRAMING 1/4" = 1'-0" Date: Project: Drawn by: Checked by: SHEET NUMBERREVISIONS NUMBER DESCRIPTION DATE 607 Davis St., Elkhorn, WI 53121 (262) 215-9295 contact@focusengineeringllc.com 02-19-2026 2025-06.013 KRG MAPFOCUS {FOCUS ENGINEERING LLC}CARDWELL RESIDENCE816 PINE TREE LANE, LAKE GENEVA WI 53147 ISSUED FOR: PERMIT / BID / CONST.1 ADDED BUILDING HEIGHT ON ELEVATIONS 5-21-2026 A1.2NORTH Page 60 of 83 EXIST. FIRST FLOOR ELEV. (100'-0")8'-1 1 8 " EXIST. PLATE HT. ELEV. (108'-1 1/8" +/-)9 3 8 " EXIST. FND ELEV. (99'-1 3/4" +/-) 9:12 NEW ENTRY AWNING NEW SECOND FLOOR ELEV. (109'-7 1/2")1'-7 1 4 " EXIST. SLAB ELEV. ELEV. (91'-6 1/8" +/-)7'-7 5 8 " NEW PLATE HT. ELEV. (117'-8 5/8" +/-)8'-1 1 8 " 11'-9"x6'-9" EXIST. 6'-9" WINDOW HEAD 7'-0" WINDOW HEAD 32463246 8/0x7/0 8/0x7/0EXIST. NEW 6:12 BOARD & BATTEN SIDING - AS SELECTED BY OWNER SHAKE PATTERN CEMENT BOARD SIDING - MATCH EXISTING, OR AS SELECTED BY OWNER EXISTING LAP SIDING TO REMAIN EXIST. PR 4156 EXIST. 4854 W/ PR 2954 EXIST. 3682 32663266 9 12 3246 32663266 9 12 COMPOSITE ASPHALT SHINGLE ROOF (TYP.) 10" TRIM BAND 8" TRIM BAND NEW 24" Ø WINDOW NEW 24" Ø WINDOW MEAN ROOF HEIGHT ELEV. (122'-7 7/8" +/-)BUILDING HEIGHT 31'-1 3 4 " SCALE: NORTH (STREET) ELEVATON 1/4" = 1'-0" Date: Project: Drawn by: Checked by: SHEET NUMBERREVISIONS NUMBER DESCRIPTION DATE 607 Davis St., Elkhorn, WI 53121 (262) 215-9295 contact@focusengineeringllc.com 02-19-2026 2025-06.013 KRG MAPFOCUS {FOCUS ENGINEERING LLC}CARDWELL RESIDENCE816 PINE TREE LANE, LAKE GENEVA WI 53147 ISSUED FOR: PERMIT / BID / CONST.1 ADDED BUILDING HEIGHT ON ELEVATIONS 5-21-2026 A2.1 Page 61 of 83 EXIST. FIRST FLOOR ELEV. (100'-0")8'-1 1 8 " EXIST. PLATE HT. ELEV. (108'-1 1/8" +/-)9 3 8 " EXIST. FND ELEV. (99'-1 3/4" +/-) NEW SECOND FLOOR ELEV. (109'-7 1/2")1'-7 1 4 " EXIST. SLAB ELEV. ELEV. (91'-6 1/8" +/-)7'-7 5 8 " NEW PLATE HT. ELEV. (117'-8 5/8" +/-)8'-1 1 8 " 9 12 6 12 6 12 9:12 EXIST. 5630 EXIST. 7281 10" TRIM BAND 8" TRIM BAND 2466 24662466 6 12 MEAN ROOF HEIGHT ELEV. (122'-7 7/8" +/-) EXIST. FIRST FLOOR ELEV. (100'-0")8'-1 1 8 " EXIST. PLATE HT. ELEV. (108'-1 1/8" +/-)9 3 8 " EXIST. FND ELEV. (99'-1 3/4" +/-) NEW SECOND FLOOR ELEV. (109'-7 1/2")1'-7 1 4 " EXIST. SLAB ELEV. ELEV. (91'-6 1/8" +/-)7'-7 5 8 " NEW PLATE HT. ELEV. (117'-8 5/8" +/-)8'-1 1 8 " 9 12 6 12 9:12 EXIST. 7281 10" TRIM BAND 8" TRIM BAND 2848 2848 2848 6 12 MEAN ROOF HEIGHT ELEV. (122'-7 7/8" +/-) SCALE: PROPOSED EAST ELEVATON 1/4" = 1'-0" Date: Project: Drawn by: Checked by: SHEET NUMBERREVISIONS NUMBER DESCRIPTION DATE 607 Davis St., Elkhorn, WI 53121 (262) 215-9295 contact@focusengineeringllc.com 02-19-2026 2025-06.013 KRG MAPFOCUS {FOCUS ENGINEERING LLC}CARDWELL RESIDENCE816 PINE TREE LANE, LAKE GENEVA WI 53147 ISSUED FOR: PERMIT / BID / CONST.1 ADDED BUILDING HEIGHT ON ELEVATIONS 5-21-2026 A2.2 SCALE: PROPOSED WEST ELEVATON 1/4" = 1'-0" Page 62 of 83 EXIST. FIRST FLOOR ELEV. (100'-0")8'-1 1 8 " EXIST. PLATE HT. ELEV. (108'-1 1/8" +/-)9 3 8 " EXIST. FND ELEV. (99'-1 3/4" +/-) NEW SECOND FLOOR ELEV. (109'-7 1/2")1'-7 1 4 " NEW PLATE HT. ELEV. (117'-8 5/8" +/-)8'-1 1 8 " 2848 2848 3266 9:12 8" TRIM BAND EXIST. 4256 EXIST. 3640 EXIST. 3681 EXIST. 24 Ø EXIST. 4256 MEAN ROOF HEIGHT ELEV. (122'-7 7/8" +/-) T/ NEW SECOND FLOOR EL. 109'-7 1/2" +/- T/ EXIST. PLATE HT. EL. 108'-1 1/8" +/-1'-7 1 4 " TYP. FLOOR CONST.: SEE DETAIL 01/A3.1 EXIST. CLG. FINISH ON EXIST. 2x6 FLOOR JOISTS TO REMAIN 2x4 BAND JOIST W/ R-21 CLOSED CELL SPRAY FOAM INSULATION TYP. EXT. WALL FINISH: SEE DETAIL 01/A3.1 TYP. EXTERIOR WALL CONST.: SEE DETAIL 01/A3.1 2X6 SOLE PLATE TYP. EXIST. DOUBLE TOP PLATE 1x8 TRIM BAND 6 12 ALUM. DRIP EDGE PRE-FINISHED ALUMINUM GUTTER ON ALUMINUM FACIA OVER 2x8 SUBFASCIA TYPICAL ROOF CONSTRUCTION: ON 2x6 RAFTERS @ CEIL. JOIST VENTED ALUMINUM SOFFIT ON 2x4 JOISTS @ 24" O.C. 1/2" PLYWOOD SHIM @ TRUSS BRG FLASHING (3) SUNKEN 10" TIMBERLOK SCREWS W/ MINIMUM 2 1/2" PENETRATION INTO STUD 6" 1ST FLOOR 2x4 EXT. WALL CONST. @ STAIR WINDOW PANEL 4'-0" 2'-6"2'-2" 2'-2" 2x6 NAILER 4'-0" 2x6 STRUT - SCAB-ON @ EXIST. CEIL. 2x6 RAFTER @ EA. CEILING JOIST TOP FLUSH (3) 9.5" LVL BEAM W/ 8.5" STANDOFF TYP. FLOOR CONST.: SEE DETAIL 01/A3.1 TYP. EXT. WALL FINISH: SEE DETAIL 01/A3.1 TYP. EXTERIOR WALL CONST.: SEE DETAIL 01/A3.1 2X6 SOLE PLATE TYP. 8.5" STANDOFF SHOULDER @ END OF HEADER 2x6 STRUTS @ SCAB-ON EXIST. 2x6 CEIL. JOISTS 8 1 2 " 9 1 2 " T/ NEW SECOND FLOOR EL. 109'-7 1/2" +/- T/ EXIST. PLATE HT. EL. 108'-1 1/8" +/-1'-7 1 4 " 2x6 STRUTS (AT NEW LVL @ AWNING LOCATION ONLY) SCALE: SOUTH ELEVATON 1/4" = 1'-0" Date: Project: Drawn by: Checked by: SHEET NUMBERREVISIONS NUMBER DESCRIPTION DATE 607 Davis St., Elkhorn, WI 53121 (262) 215-9295 contact@focusengineeringllc.com 02-19-2026 2025-06.013 KRG MAPFOCUS {FOCUS ENGINEERING LLC}CARDWELL RESIDENCE816 PINE TREE LANE, LAKE GENEVA WI 53147 ISSUED FOR: PERMIT / BID / CONST.1 ADDED BUILDING HEIGHT ON ELEVATIONS 5-21-2026 A2.3 SCALE: 01 TYP. AWNING DETAIL 3/4" = 1'-0" SCALE: 02 DETAIL @ FLUSH HEADER 3/4" = 1'-0" Page 63 of 83 EXIST. FIRST FLOOR ELEV. (100'-0")8'-1 1 8 " EXIST. PLATE HT. ELEV. (108'-1 1/8" +/-)8'-5" +/- EXIST. SLAB ELEV. (91'-6 1/8" +/-)7'-8 3 8 " +/- EXIST. 7'-10 3 4 " +/- EXIST. NEW SECOND FLOOR ELEV. (109'-7 1/2" +/-)1'-7 1 4 " NEW PLATE HT. (117'-8 5/8" +/-)8'-1 1 8 " 1'-0" HEEL HT. 9 12 1'-6 1 2 " NEW 2ND FLOOR EXIST. 1ST FLOOR EXIST. BASEMENT 9:12 6 12 A3.1 01 A2.3 01 T/ PLATE EL. 117'-8 5/8" +/- 2-2X6 TOP PLATE TYP. W/ H2.5A TIE DOWN 2ND FLOOR 5/8" GYP. BRD. CEILING OVER 4 MIL. POLY VAPOR BARRIER 1'-6" O.H. TYP.1'-0" HEEL HT. 9 12 CONTINUE SHEATHING TO UNDER SIDE OF TOP CHORD ALUM. DRIP EDGE 16" BLOWN CELLULOSE INSULATION (R-55) @ CEILING 1" STYROFOAM VENT CHANNEL @ EA. BAY PRE-FINISHED ALUMINUM GUTTER ON ALUMINUM FACIA OVER 2x8 SUBFASCIA TYPICAL ROOF CONSTRUCTION: ASPHALT SHINGLES PER SPEC ON 15# FELT FELT ON 58" APA SPAN RATED SHEATHING ON ROOF TRUSSES PER PLAN. PROVIDE SELF ADHERED "ICE AND WATER SHIELD" 36" UP FROM EXTERIOR WALL VENTED ALUMINUM SOFFIT 1x TRIM BAND, BOTTOM FLUSH W/ 1x10 GABLE TRIM BAND, RIP TO SOFFIT T/ NEW SECOND FLOOR EL. 109'-7 1/2" +/- T/ EXIST. PLATE HT. EL. 108'-1 1/8" +/-1'-7 1 4 " TYP. FLOOR CONST.: 3/4" APA SPAN RATED WOOD SHEATHING FLOOR DECK GLUED AND SCREWED TO 16" FLOOR TRUSS PER PLAN EXIST. CLG. FINISH ON EXIST. 2x6 FLOOR JOISTS TO REMAIN 2x4 BAND JOIST W/ R-21 CLOSED CELL SPRAY FOAM INSULATION TYP. EXT. WALL FINISH: NEW SHAKE SIDING - AS SELECTED BY OWNER - OVER HOUSEWRAP ON 1/2" APA SPAN RATED SHEATHING TYP. EXTERIOR WALL CONST.: 12" GYP BD. ON 4 MIL VAPOR BARRIER ON 2X6 STUDS @ 16" O.C. W/ R-19 BATT INSULATION 2X6 SOLE PLATE TYP.8'-1 1 8 " EXIST. EXTERIOR WALL CONST. EXIST. FLOOR FINISH AND CONST. T/ EXIST. FIRST FLOOR EL. 100'-0"8'-1 1 8 "+/- EXIST. DOUBLE TOP PLATE 1/2" PLYWOOD SHIM @ TRUSS BEARING TYP. EXT. WALL FINISH: NEW 7" LAP SIDING - AS SELECTED BY OWNER - OVER HOUSEWRAP ON 1/2" APA SPAN RATED SHEATHING 1x8 TRIM BAND FLASHING 1ST FLOOR T/ PLATE EL. 117'-8 5/8" +/- 2-2X6 TOP PLATE TYP. W/ H2.5A TIE DOWN 2ND FLOOR 1'-6" O.H. TYP.1'-0" HEEL HT. 9 12 CONTINUE SHEATHING TO UNDER SIDE OF TOP CHORD ALUM. DRIP EDGE 1" STYROFOAM VENT CHANNEL @ EA. BAY PRE-FINISHED ALUMINUM GUTTER ON ALUMINUM FACIA OVER 2x8 SUBFASCIA TYPICAL ROOF CONSTRUCTION: SEE DETAIL 01/A3.1 VENTED ALUMINUM SOFFIT 1x TRIM BAND, BOTTOM FLUSH W/ 1x10 GABLE TRIM BAND, RIP TO SOFFIT 5/8" GYP. BRD. CEILING OVER 4 MIL. POLY VAPOR BARRIER16" BLOWN CELLULOSE INSULATION (R-55) @ CEILING 6 12 SCALE: 02 BUILDING SECTION 1/4" = 1'-0" Date: Project: Drawn by: Checked by: SHEET NUMBERREVISIONS NUMBER DESCRIPTION DATE 607 Davis St., Elkhorn, WI 53121 (262) 215-9295 contact@focusengineeringllc.com 02-19-2026 2025-06.013 KRG MAPFOCUS {FOCUS ENGINEERING LLC}CARDWELL RESIDENCE816 PINE TREE LANE, LAKE GENEVA WI 53147 ISSUED FOR: PERMIT / BID / CONST.1 ADDED BUILDING HEIGHT ON ELEVATIONS 5-21-2026 A3.1 SCALE: 01 TYP. WALL SECTION 1/4" = 1'-0" SCALE: 03 TYP. EAVE DTL. @ VAULTED CLG. 1/4" = 1'-0" Page 64 of 83 RESOLUTION OF THE PLAN COMMISSION Resolution recommending to the Common Council a Conditional Use Permit (CUP) filed by Chris and Lisa Cardwell, 816 Pinetree Lane, Lake Geneva, WI for a request to construct an addition to the single-family home within the Estate Residential-1 (ER-1) zoning district located at 816 Pinetree Lane, Tax Key No. ZSY 00020. Committee: N/A Fiscal Impact: N/A File Number: PC-2026-024 Date: June 15, 2026 WHEREAS, the City of Lake Geneva Plan Commission has considered a Conditional Use Permit application filed by Chris and Lisa Cardwell, 816 Pinetree Lane, Lake Geneva, WI for a request to construct an addition to the single-family home within the Estate Residential-1 (ER-1) zoning district located at 816 Pinetree Lane, Tax Key No. ZSY 00020, and WHEREAS, the Plan Commission held a Public Hearing thereon pursuant to proper notice given, and WHEREAS, the Plan Commission made the following findings of fact: 1. In general, the proposed conditional use is in harmony with the purposes, goals, objectives, policies and standards of the City's Comprehensive Plan, Zoning Ordinance, and any other plan, program, or ordinance adopted, or under consideration pursuant to official notice by the City. 2. Specific to this site, the proposed conditional use is in harmony with the purposes, goals, objectives, policies and standards of the City's Comprehensive Plan, Zoning Ordinance, and any other plan, program, or ordinance adopted, or under consideration pursuant to official notice by the City. 3. The proposed conditional use in its proposed location, and as depicted on the required site plan does not result in a substantial or undue adverse impact on nearby property, the character of the neighborhood, environmental factors, traffic factors, parking, public improvements, public property or rights-of-way, or other matters affecting the public health, safety, or general welfare, either as they now exist or as they may in the future be developed as a result of the implementation of the provisions of the Zoning Ordinance, the Comprehensive Plan or any other plan, program, map, or ordinance adopted or under consideration pursuant to official notice by the City or other governmental agency having jurisdiction to guide development. 4. The proposed conditional use maintains the desired consistency of land uses, land use intensities, and land use impacts as related to the environs of the subject property. 5. The proposed conditional use is located in an area that will be adequately served by, and will not impose an undue burden on any improvements, facilities, utilities or services provided by public agencies serving the subject property. 6. The potential public benefits of the proposed conditional use outweigh all potential adverse impacts of the proposed conditional use after taking into consideration the Applicant’s proposal and any requirements recommended by the Applicant to ameliorate such impacts, and Page 65 of 83 WHEREAS, the Plan Commission has recommended approval with the following conditions: 1. Substantial conformation to the submitted plans. 2. All required permits shall be secured prior to start of construction. NOW, THEREFORE, BE IT RESOLVED, that the Plan Commission hereby recommends to the Common Council of the Conditional Use Permit filed by Chris and Lisa Cardwell, 816 Pinetree Lane, Lake Geneva, WI for a request to construct an addition to the single-family home within the Estate Residential-1 (ER-1) zoning district located at 816 Pinetree Lane, Tax Key No. ZSY 00020, per the findings of fact stated above and one condition of approval stated above. . Recommended to the Common Council of the City of Lake Geneva this 15th day of June, 2026. PC Action: Adopted Failed Vote Mayoral Action: Accept Veto Todd Krause, Plan Commission Chair Date Attest: _______________________________________________________ Amanda Rotondi, Building and Zoning Clerk Date Page 66 of 83 1 STAFF REPORT To Lake Geneva Plan Commission Meeting Date: June 15, 2026 Summary Description: The parcel in question is unimproved and contains a large area of mature trees. The applicant is requesting the lot division for the purpose of constructing a residential structure. Action by the Plan Commission: City of Lake Geneva City Code Section 66-15 Extraterritorial Land Division Policies provides policies to govern the Plan Commission in their approval of division of land with the extraterritorial area in order to protect rural character and farming viability. It is the responsibility of the Plan Commission to review the application against these policies and determine viability of the land division. Staff Review Comments: Staff believe that policy number three (3) of Section 66-13 speaks most closely to this land division request as follows: “The minimum density of residential development in the mile and ½ extraterritorial area shall be one acre.” The two (2) lots will consist of more than one acre each; therefore, meeting the intention of this policy. Kapur Engineering staff also reviewed for compliance and recommend approval. Staff Recommendation: 1. Staff recommend that the Plan Commission approve the application based on consistency with the policies of Section 66-15 of the City of Lake Geneva City Code. Applicant: Charles R Frontczak 4816 Mohawk Road Rockford, IL Request: Back Road Vacant Property Tax Key No. NLY 2800001 Extraterritorial Land Division-Certified Survey Map Page 67 of 83 Page 68 of 83 Page 69 of 83 Page 70 of 83 Page 71 of 83 Page 72 of 83 Page 73 of 83 Page 74 of 83 Memo to City of Lake Geneva To: Renee Hanlon, Zoning Administrator Date: June 4, 2026 From: Gary Splinter, P.S. CC: Charles R. Frontczak David De Angelis – City Administrator Amanda Rotondi – Building and Zoning Administrative Assistant Tom Earle – Director of Public Works Josh Gajewski – Utility Director Subject: Certified Survey Map Review – Back Road CSM Kapur Project #26.0259 Phase 16 BACKGROUND AND REQUEST: We have completed a n Extraterritorial review of a Certified Survey Map dated November 25, 2025, prepared by Gary B. Foat , PLS, of Degen – Foat Surveying Inc. Our review was conducted to determine compliance with Chapter 236 of the Wisconsin State Statutes, Chapter 66 of the City of Lake Geneva Municipal Code, and good surveying practices. Certified Survey Map Comments: • No Comments. We recommend approval of the Certified Survey Map. Although the material has been reviewed, the surveyor is ultimately responsible for the thoroughness and accuracy of the Certified Survey Map with state statutes and municipal city code. Please contact me if you have any questions or comments pertaining to this project. Page 75 of 83 RESOLUTION OF THE PLAN COMMISSION Resolution approving a request for Extraterritorial Land Division filed by Charles R Frontczak, 4816 Mohawk Road, Rockford, IL to divide the existing parcel identified by Tax Key No. NLY 2800001 into two (2) parcels. Committee: N/A Fiscal Impact: N/A File Number: PC-2026-029 Date: June 15, 2026 WHEREAS, the City of Lake Geneva Plan Commission has considered an Extraterritorial Land Division application filed by Charles R Frontczak, 4816 Mohawk Road, Rockford, IL to divide the existing parcel identified by Tax Key No. NLY 2800001 into two (2) parcels; and, WHEREAS, the Plan Commission made the following finding of fact: 1. The proposed Extraterritorial Land Division is consistent with the policies set forth by City of Lake Geneva City Code Section 66-15. NOW, THEREFORE, BE IT RESOLVED, that the Plan Commission hereby approves the Extraterritorial Land Division application filed by Charles R Frontczak, 4816 Mohawk Road, Rockford, IL to divide the existing parcel identified by Tax Key No. NLY 2800001 into two (2) parcels per the findings of fact and conditions stated above. . PC Action: Adopted Failed Vote Mayoral Action: Accept Veto Todd Krause, Plan Commission Chair Date Attest: _______________________________________________________ Amanda Rotondi, Building & Zoning Clerk Date Page 76 of 83 1 STAFF REPORT To Lake Geneva Plan Commission Meeting Date: June 15, 2026 Description: The applicant proposes to raze the existing structure at 415 Broad Street and construct a two-story building containing commercial and commercial apartment uses. The basement and first floor uses will be commercial while the second floor will consist of four (4) 2-bedroom apartments and one (1) 1- bedroom apartment. The applicant proposes to provide on-site parking to support the commercial apartment use. Existing Zoning/Land Uses: Property Current Zoning Current Land Use Subject Property CB Central Business Vacant Commercial Building and Off-Street Parking Property to the North CB Central Business Single Story Commercial Building Property to the East GB General Business Two Story Church Building Property to the South CB Central Business Two Story Commercial Building Property to the West CB Central Business Two Story Commercial Building Future Land Use Plan: This property is designated Central Business on the City of Lake Geneva Comprehensive Plan Future Land Use Map. The City of Lake Geneva Comprehensive Plan offers the following description of the Central Business Use land use designation: Central Business District Description Downtown Lake Geneva is intended to remain the civic, social, and commercial hub of the community. The Central Business District future land use category is mapped over the historic downtown area. This category is intended for a mix of retail, commercial service, office, institutional, and residential (mainly upper stories) uses arranged in a pedestrian-oriented environment with on-street parking; minimal building setbacks; and building designs, materials, placement, and scale that are compatible with the character of existing development. Downtown Lake Geneva Recommended Zoning: The City’s CB zoning district is most appropriate for areas in this future land use category. Applicant: Bailey Freeman 601 Black Hawk drive Burlington, WI Request: Planned Development Concept review 415 Broad Street Tax Key No. ZOP 00116 Page 77 of 83 2 Policies and Programs: 1. Consider preparing a detailed downtown redevelopment and revitalization plan to ensure the continued success of Downtown in collaboration with area property owners, City residents, the Chamber of Commerce, and other stakeholders. Amended: October 27, 2025 90 City of Lake Geneva Comprehensive Plan Chapter Five: Land Use 2. Preserve the architectural and historic character of the core downtown historic buildings. Require that new development, expansions, and exterior renovations complement the historic character of the downtown and comply with general design standards in Chapter Nine: Economic Development and more detailed design guidelines adopted by the City. 3. Encourage commercial developments that are most appropriate for the historic downtown to locate or remain there, rather than in other commercial districts in the City. 4. Promote the expansion, retention, and upgrading of specialty retail, restaurants, financial services, offices, professional services, and community uses through marketing, investment and incentive strategies. This property is within the Downtown Design Overlay District. Please refer to the design guidelines for new construction in Section 98-912 of the Zoning Ordinance. These guidelines should be compared to the proposed building architecture for consistency and compliance. Below are examples of the most recent new construction infill projects in the Downtown Design Overlay District as a reminder of previously reviewed and approved projects. Action of the Plan Commission: Provide verbal feedback during this meeting intended to point the applicant in the desired direction for future redevelopment of the site. Page 78 of 83 Page 79 of 83 Page 80 of 83 Page 81 of 83 Page 82 of 83 Page 83 of 83