Plan Committee — Agenda packet

VILLAGE OF EPHRAIM FOUNDED 1853 PLAN COMMITTEE MEETING AGENDA Tuesday, May 26, 2026 – 7:00 p.m. Village Hall - 9996 Water Street NOTE: This Meeting will be simultaneously held via teleconferencing. Staff, committee members, and the public are welcome to participate in this manner. Teleconferencing will be available by computer, phone, tablet, or dial-in. Connection information below: 1. Call to Order 2. Quorum 3. Approval of previous minutes 4. Changes in Agenda 5. Visitors’ Comments 6. John & Victoria Cultra – 9887 Water St. – New SFR – Conditional Use – Design Review 7. Gregory Goltermann – 9917 Water St. – Addition – Conditional Use – Design Review 8. Roy Harsch – 9931 Water St. – Addition – Conditional Use – Design Review 9. Colin Welford – 10355 Bella Vista Ln – Conditional Use – Outdoor Service 10. Ann Abbott – 9886 Water St – Deck/Guard Rails – Design Review 11. Michael Wegner – County Q – 121-01-13312744B2 – New SFR – Design Review 12. Slade Martin – 10426 Water St – Sign – Design Review 13. Ephraim Business Council – Event – Ephraim’s Sweet Summer Send Off 14. Ephraim Business Council – Event – North End Path Celebration 15. Peninsula Pacers – Event – Wine Trail Trolley Pick Up at the Village Hall 16. Discussion and consideration regarding Price chimney cap enforcement 17. New business for next meeting/next meeting date 18. Adjournment Please join my meeting from your computer, tablet or smartphone. https://meet.goto.com/899827717 You can also dial in using your phone. Access Code: 899-827-717 United States: +1 (872) 240-3311 A quorum of the Village Board will be present at the meeting. It is possible that a quorum of the Village Historic Preservation Committee or other Village Committees may be present at the meeting. However, no action will be taken by the Board or any other committee unless specifically noticed. Date: 5/22/2026 Andrea Collak, Clerk X Village Administrative Office X Visitors’ Center X Post Office Kim Roberts, Deputy Clerk X Website www.ephraim-wisconsin.com X Emailed to WDOR Radio X Emailed to Peninsula Pulse Administrative Office 10005 Norway Road PO Box 138 Ephraim WI 54211 Phone: (920) 854-5501 Fax: (920) 854-2072 E-Mail: office@ephraim.wi.gov 1 VILLAGE OF EPHRAIM PLAN COMMITTEE WORKING SESSION MEETING MINUTES TUESDAY, APRIL 28, 2026 - 12:00 PM 10005 NORWAY STREET – VILLAGE ADMINISTRATION BUILDING Present: Andy Bartelt (online), Laird Hart (online), Grace Held, Rick Hoyerman, Monique McClean, BD Thorp – Temporary Chair. Absent: Ken Nelson. Staff: Brent Bristol - Village Administrator and Kim Roberts - Deputy Clerk. Guests: John Cox. Call to Order: Bristol called the working session to order at 12:00 PM and requested that the Committee appoint a temporary chair. Held moved, Hoyerman seconded to appoint Thorp Temporary Chair, all ayes. Motion carried. BUILDING HEIGHTS The Committee conducted an extensive review of the proposed changes from the last working session regarding building heights that applied to both §17.15(12) and §17.20(5). The Committee spent considerable time discussing the exceptions and absolute limitation provision under section §17.15(12)(b). The Committee determined the need to add further clarification to §17.15(12)(b) (new language in bold), “Other rooftop accessories, which include but are not limited to, such as spires, belfries, parapet walls, cupolas, domes, flues, vent pipes, chimneys, communication devices, and all other projections, are allowed to a maximum of thirty-five feet (35’) from grade. Such architectural projections may exceed the thirty-five feet (35') maximum by Planning Committee approval via special exception review. Under no circumstances shall any projection and/or any accessory a structure exceed thirty-seven feet (37’) from grade.” The Committee further determined to add additional clarifying language to §17.20(5)(b)(iv) (new language in bold), “Other rooftop accessories, which include but are not limited to, such as spires, belfries, parapet walls, cupolas, domes, flues, vent pipes, chimneys, communication devices, and all other projections are allowed to a maximum of twenty-five feet (25’) from grade the approved peak roof line (maximum twenty three feet (23’) in height as measured from the crown grade of State Highway 42.” The Committee briefly discussed basement regulations, noting that walkout basements don't count against overall square footage limits when they're open toward the rear property line. Bristol explained that properties could have significant finished square footage through this mechanism. Discussion included the definition of living space and whether basements should be included in calculations. The Committee noted that walkout basements provide an easier path to becoming a living space due to egress requirements, but the Committee decided to postpone further discussion until K. Nelson's return, as this appeared to be an item he had specifically highlighted for review. SIGNS The Committee discussed concerns about long, skinny banner signs versus traditional flags. Bristol explained that K. Nelson’s issue was with elongated signs, preferring that businesses use standard 3x5 flags that say "open" rather than the longer banner-style signs that were becoming more common. Held supported restricting to a 3x5 “open” flag rather than the long, skinny sign flags. Hoyerman questioned whether businesses typically use standard sizes and expressed concern that restricting their ability to attract attention would be unfair to businesses. The Committee acknowledged the need to balance aesthetic concerns with business visibility needs. MacClean noted that businesses set back from the road, particularly on the north end, face visibility challenges. The Committee discussed whether different standards might be appropriate for different zoning districts. Hoyerman suggested consulting with the Ephraim Business Council before making final decisions, noting that businesses in different districts of the Village may have different needs. The Committee agreed this would be helpful input before dictating specific requirements. 2 PROTECTED WATERFRONT (PW) ORDINANCE Bristol explained that another path had been advised by the Village Attorney without using a moratorium. The path provides a vehicle to stop taking on major projects within the PW district, similar to what was used for the Multi-Family Development process. He noted that all complete applications submitted before the pubic hearing on May 12 would be heard under the current ordinance as written. All applications would be judged on the merit of their adherence to the zoning code as written today. The Committee discussed preparation for future working sessions once the approval to remove the sections was obtained. Bristol suggested that Committee members individually develop short lists of problems and concerns with the current Protected Waterfront Ordinance, including issues related to bulk, square footage, definitions, and clarity. Thorp mentioned K. Nelson’s request for each member to identify three specific problems with the Protected Waterfront Ordinance and recommend solutions. Bristol noted that problems could include issues with definitions and clarity concerns, not just dimensional requirements, since all projects require conditional use permits. Bristol provided an overview of the action the Plan Committee had before them in relation to §17.20 – Protected Waterfront Ordinance for the 7 PM meeting. The Committee would be approving the path that the Board, with the assistance of the Village Attorney, identified for moving forward. They would be affirming the intent of the mechanism to strike the language from the ordinance instead of using a moratorium. The meeting adjourned at 12:44 PM. Recorded by Kim Roberts – Deputy Clerk of the Village of Ephraim. Plan Committee Meeting Minutes Tuesday, April 28, 2026 – 7:00 PM Present: BD Thorp, Grace Held, Rick Hoyerman, Monique McClean Online: Ken Nelson-Chair, Andrew Bartelt Absent: Laird Hart Staff: Brent Bristol- Administrator Guests: John Cultra, Drew Willmann of DeLeer’s Construction, David Hatch, Jennie Bexell, Fred Bexell, Kelsey Stone, Sarah Martin, Lane Methner Online: Victoria Cultra, Connie Smith, John Cox, Judy Schwengel, Kathy Pentler, Bret Cultra, Mark Nelson Missy LeBelle, Paul Wilson 1. Call to order: The meeting was called to order by Brent Bristol-Administrator at 7:00 PM. In the in- person absence of Chair Ken Nelson, Bristol asked the committee to appoint a temporary chair for the meeting. McClean moved, Held seconded to appoint BD Thorp as temporary chair for the meeting, all aye and the motion carried. 2. Quorum: A quorum is present for this meeting. 3. Approval of previous minutes: March 31, 2026 Held moved, Hoyerman seconded to approve the Working Session meeting minutes from March 31, 2026, as presented, all ayes, and the motion carried. Hoyerman moved, McClean seconded to approve the Plan Committee meeting minutes from March 31, 2026, as presented, all ayes, and the motion carried. 4. Changes in Agenda: None 5. Visitors’ comments: None 6. John & Victoria Cultra – 9887 Water St – New SFR – Conditional Use – Design Review Bristol provided background, noting that the Cultra project had previously undergone two concept reviews before both the Historic Preservation Commission (HPC) and the Plan Committee. At the prior meeting, the committee determined that the existing garage and existing home were two independent buildings, and that the footprint of one could not be used to increase the footprint of the other. The applicant's team, represented by contractor Drew Willmann of DeLeer's Construction, returned with a revised design reflecting a reduced footprint relative to the existing home. Bristol read into the record a piece of written correspondence from neighboring property owners Tom and Kathleen Price at 8889 Water Street. The letter expressed concerns about the concentration of mass on the second floor, the roofline complexity, and chimney placement, noting that the proposed north side elevation "dwarfs the adjacent structure, resulting in a loss of visual harmony." The letter expressed support for the project while asking the design team to consider these concerns. Thorp summarized the HPC's recommendation, which was a 3-1 vote to approve, with conditions including reduction of exterior lighting fixtures and concerns raised about waterside railings and rooflines. The committee noted that the revised plans represented an improvement over prior submission. VILLAGE OF EPHRAIM FOUNDED 1853 Plan Committee Meeting Minutes Tuesday, April 28, 2026 Page 2 of 6 Committee discussion centered on several substantive concerns: Roof Pitches and Complexity: Hoyerman expressed concern about the sheer number of rooflines and their varying pitches. The architect confirmed that the shallowest pitch was a 3:12 saddle roof used solely to shed water from an interior valley, with all other primary pitches at 4:12 or above. Nelson noted that the ordinance permits pitches below 6:12 only for dormers, and that the screened porch roof on the west elevation—at less than 6:12—could not be characterized as a dormer and therefore did not comply. The architect acknowledged this could be raised to 6:12 but the intention was to lower the mass. Nelson further suggested exploring whether the two shed dormers on the south elevation could be combined into a single, simpler form to reduce visual complexity. Exterior Lighting: Multiple committee members called for a significant reduction in exterior lighting, consistent with Door County's dark sky principles. Nelson recommended that exterior lighting be limited to fixtures at exterior doorways only. Overall Design Simplicity: Held and McClean both expressed concern that the design remained too "busy" and did not reflect the simple farmhouse character desired in Ephraim. McClean acknowledged the progress made but indicated that the design could move further in that direction. Hoyerman also expressed that the window grids and multiple rooflines contributed to a lack of simplicity. Bristol advised the committee on the applicable timeline, noting that the Village Board had set a public hearing for May 12 on a proposed PW ordinance amendment. Any completed application received prior to that date would still be heard under the current code at the May Plan Committee meeting. This meant a narrow but viable window existed for the applicants to submit revised plans. Hoyerman moved, to approve the New SFR, Conditional Use, Design Review application for John and Victoria Cultra at 9887 Water Street as submitted, all nays, and the motion failed. Following the vote, the committee provided the following consensus direction to the applicants for a revised submission: ● The roof pitch over the screened porch must be raised to a minimum of 6:12 to comply with the ordinance, as it does not qualify as a dormer. ● Exterior lighting should be reduced to fixtures at exterior door/entry locations only. ● The two shed dormers on the south elevation should be considered for elimination or consolidation into a single form. ● All plans must be fully dimensioned, interior and exterior. ● Material and color samples should be provided at the next meeting. ● Roof pitch calculations should be provided demonstrating compliance with the 50% dormer rule. Bristol clarified that a new submission would constitute a new conditional use hearing, requiring re- notification of all properties within 300 feet. A separate landscape plan was not required for the May submission, though hardscape and impervious surface values would eventually need to be addressed. 7. Gregory Golterman – 9917 Water St. – New SFR – Concept Review Bristol explained that applicant Gregory Goltermann was unable to attend but submitted documentation describing the evolution of the design concept. The primary development was a return to Goltermann's original vision of retaining as much of the existing first-floor material—log Plan Committee Meeting Minutes Tuesday, April 28, 2026 Page 3 of 6 construction—as possible and building upward from that base rather than undertaking a full teardown. The project remains entirely within the existing building footprint and complies with the Village's 25-foot setback and 23-foot maximum roof height requirements. This is a concept review discussion. Thorp reported that the HPC reviewed the revised concept and expressed strong approval, praising Goltermann's responsiveness to prior feedback and the overall simplified design. No formal vote was taken at HPC, consistent with concept review status. Committee members expressed support. Bartelt noted that while the multiple gables and rooflines might seem complex, in this context they gave the building character rather than appearing overwhelming. Nelson praised the decision to reuse original log materials, calling it a meaningful contribution to the design, and asked that color samples and material documentation (grey and natural field stone) be provided at the design review stage, given that the logs have been painted and their original appearance would not be visible once removed. Nelson noted that he appreciated what the applicant had done on the north wall (side elevation) which was a blank wall at the last meeting. Nelson would like to see material and color samples at the next meeting. As this was a concept review, no formal vote was taken. The committee indicated a clear path forward to formal design review submission. 8. Matt LaLonde – 9890 Water St. – Deck/Guard Rails – Design Review Bristol summarized the application as a proposal to replace the existing first and second floor decking and guardrail system at 9890 Water Street with composite decking in a dark gray Trex-type product and white aluminum guardrails, as shown in the submitted concept drawings. Material samples were provided. Thorp reported that the HPC voted 4-0 to recommend approval, with committee members noting the proposal represented an aesthetic improvement over the existing conditions. One HPC member raised a question about the blue doors on the property, but this did not affect the recommendation. Held moved, Bartelt seconded to approve Deck/Guard Rails, Design Review application for Matt LaLonde at 9890 Water Street as presented, all ayes and the motion carried. 9. Pine Grove Resort – 10080 Water St. – Design Review - Fence Bristol explained that Pine Grove Resort had submitted an application for a new fence along the waterfront portion of the property. After staff consultation, the applicant revised the initial proposal from a 4-foot black metal fence to a 42-inch walnut-brown metal fence to better align with ordinance requirements and staff guidance regarding natural materials and colors appropriate for the Historic District. Thorp reported that the HPC voted to deny the application. Key concerns included the absence of a representative from Pine Grove at the HPC meeting, the use of metal construction with numerous vertical spindles, and a lack of clarity about the exact location and purpose of the fence near a drop- off in the terrain. The HPC suggested that if a fence were to be reconsidered, a split-rail design consistent with fencing found elsewhere in the Village would be more appropriate. Plan Committee Meeting Minutes Tuesday, April 28, 2026 Page 4 of 6 Nelson agreed, stating that the density of vertical spindles was not appropriate for the waterfront, even in a darker color. Bartelt echoed this position and indicated he would defer to or support a delay of this item. Hoyerman concurred noting that the design choice does not seem to accomplish a guest safety. McClean agreed. She would like to see a split-rail fence instead. Held suggested a split-rail fence or an increase in the height of the existing stone wall as alternatives. Thorp noted that the existing stone wall retains pipe fittings that could accommodate a pipe railing similar to what remains on the stairs. Hoyerman moved, McClean seconded to approve the Fence, Design Review application for Pine Grove Resort at 10080 Water Street as presented, all nays and the motion failed. 10. David Hatch – 10337 Townline Dr. – New Commercial Shop – Conditional Use – Design Review Bristol provided background, noting that David Hatch had previously appeared before the committee, but the application was tabled pending survey clarification on lot boundaries and access. Hatch returned with updated site documentation confirming that the proposed 2,400-square-foot workshop/storage structure would be constructed on Lot 1 (larger, further offset on Townline Drive), with legal driveway access provided via an easement across his son's adjacent property to the south rather than from Townline Drive directly. Notice was sent out to all neighboring properties within 300 feet. Bristol noted he has not received any correspondence regarding this item. David Hatch appeared in person and explained that the project represents a consolidation and relocation of his existing workshop operations, which are currently housed in a structure situated on a property line. He described the building as intended for private use—storage, staging, and carpentry work—for himself and eventually his family. Bristol clarified that under the Village's zoning code, the only mechanism to permit a building of this size (exceeding the 1,000-square-foot residential accessory structure limit) in the Commercial North District is as a trade and contractors’ establishment under the Conditional Use provisions, which appropriately applies given Hatch's carpentry trade. A brief discussion addressed the question of bathroom/sanitary requirements for a commercial structure. Bristol noted this would be addressed through the separate building permit and state inspection process, not through the zoning approval before the committee. Nelson also noted that the Conditional Use provisions for accessory structures over 1,000 square feet could provide an alternative path, though the committee proceeded under the trade and contractors’ classification. Bristol recommended that any approval be conditioned on the removal of unpermitted and unlicensed structures from the adjacent property to the west, and on the establishment of a recorded legal easement for driveway access across the neighboring parcel. McClean moved, Held seconded to approve of New Commercial Shop, Conditional Use, Design Review application for David Hatch at tax parcel 121-01-123127 K1 & K2 contingent upon removal of unlicensed and unpermitted structures and the creation of a legal easement with his neighbor for driveway access, all ayes and the motion carried. Plan Committee Meeting Minutes Tuesday, April 28, 2026 Page 5 of 6 11. Sip (Jennie Bexell) – 10326 Water St. – Accessory Structure – Conditional Use – Outdoor Service Bristol introduced the application, noting that Jennie Bexell (SIP) had previously appeared before the committee. The proposal involves the installation of a 13-by-17-foot aluminum gazebo structure on the north side of the building at 10326 Water Street to provide covered outdoor bar and small grill area. The structure would be a seasonal installation, removed during the winter months. Bristol noted that he has not received any correspondence for this item. Jennie Bexell explained that the intent is to allow outdoor food and beverage service without requiring staff to move equipment in and out each day. She clarified that no new seating is being added—rather, some existing outdoor seating (previously approximately 12 seats) would be relocated under the covered structure, resulting in approximately 6 to 8 seats. The gazebo color was selected to match the gray tones of the existing building. Bartelt sought clarification on the seating count and whether new seats were being added; Bexell confirmed no net addition. Thorp asked about material and color samples; Bexell confirmed the structure is a pre-manufactured kit and that the color was selected to complement the existing building. The committee was satisfied with the description and did not require samples prior to approval. Held moved, Hoyerman seconded to approve the Accessory Structure, Outdoor Service- Gazebo-Small Bar and Grill, Conditional Use application for SIP JF LLC at 10326 Water Street as presented, all ayes and the motion carried. 12. Ephraim Business Council – Event – Fyr Bal The Ephraim Business Council representative Kelsey Stone confirmed that the Fyr Bal Festival event application is unchanged from prior years in terms of logistics, layout, road closure, signage, portable restrooms, remote parking at the airport and former Shopko lot, and bus transportation. McClean moved, Held seconded to approve the Ephraim Business Council Event application for the Fyr Bal Festival on Saturday, June 20, 2026, as presented, all ayes and the motion carried. 13. Ephraim Business Council – Event – Bondemarked McClean moved, Held seconded to approve the Ephraim Business Council Event application for the Evenings in Ephraim Bondemarked, Artisan and Farmers Market, every Monday from June 22 through August 31, 2026, at 10404 North Water Street, all ayes and the motion carried. 14. Ephraim Business Council – Event – Evenings in Ephraim McClean moved, Held seconded to approve the Ephraim Business Council Event application for Evenings in Ephraim Concerts at Harborside Park and Gazebo, every Monday from June 22 through August 31, 2026, all ayes and the motion carried. Plan Committee Meeting Minutes Tuesday, April 28, 2026 Page 6 of 6 15. Discussion and recommendation regarding proposed PW ordinance changes Bristol provided context, explaining that this item represented a return to the committee for a refreshed recommendation. Following the committee's earlier direction to explore a mechanism to pause major new building applications in the Protected Waterfront (PW) district, Village legal counsel recommended a cleaner approach modeled on a prior action used for multi-family development: amending the zoning code to remove the specific conditional use provisions that enable additions, modifications, and replacement of existing residential structures in PW, temporarily suspending that pathway while new ordinance language is developed. Specifically, the proposed ordinance amendment would remove two provisions: Section 17.20(b)(1), which allows conditional use applications for additions and modifications to existing structures in PW, and Section 17.20(5), which provides the substantive guidance standards for such applications. The Village Board has set a public hearing on this amendment for May 12, 2026. Any completed applications received before the Board's potential approval would continue to be heard under the current code. Hoyerman expressed measured support, emphasizing the importance of a sunset provision to ensure that the removed language would automatically be reinstated if new ordinance language were not adopted by December 31, 2026. He articulated concern that without such a safeguard, the removal could become permanent under pressure from those who prefer no change to the Protected Waterfront District. Bartelt and Nelson both agreed with this provision. Nelson confirmed he had already presented to the Village Board that the Plan Committee was committed to delivering a revised ordinance within 90 days of the Board's approval. McClean and others noted the importance of making it clear on the record that the committee's intent is not to eliminate the ability to renovate or rebuild homes in PW, but to craft better, clearer standards for doing so. The committee agreed that this message should be conveyed clearly to the public and to the Village Board. Bristol noted that the proposed sunset mechanism would need to be reviewed by Village legal counsel to confirm it could be added to the ordinance amendment without re-publication or a new public hearing notice. Nelson concurred, suggesting the attorney be consulted before the May 12 meeting. Hoyerman moved, McClean seconded that the Plan Committee recommend that the Village Board approve the amendment to the Village of Ephraim zoning code pertaining to the Protected Waterfront zoning district at its May 12 Public Hearing, and that the Village Board farther adds a sunset provision reinstating the existing zoning language in the event that no new ordinance language is adopted by December 31, 2026, all ayes and the motion carried. 16. New business for the next meeting/Next meeting date: There was no new business to add to next month’s agenda. The next meeting date would be May 26th, 2026. 17. Adjournment: Held moved, Hoyerman seconded to adjourn the Plan Committee meeting at 8:45 PM, all ayes, and the motion carried. Recorded by Andrea Collak-Clerk/Treasurer Administrative Office 10005 Norway Road PO Box 138 Ephraim WI 54211 Phone: (920) 854-5501 Fax: (920) 854-2072 E-Mail:bbristol@ephraim.wi.gov Gebhart Conditional Use – Building Replacement in Protected Waterfront (PW) District John & Victoria Cultra - 9887 Water Street Tuesday – May 26, 2026, 7:00 p.m. Ephraim Village Hall – 9996 Water St. NOTE: THIS MEETING OF WILL BE SIMULTANEOUSLY HELD VIA TELECONFERENCING. STAFF, COMMITTEE MEMBERS AND THE PUBLIC ARE WELCOME TO PARTICIPATE IN THIS MANNER. TELECONFERENCING WILL BE AVAILABLE BY COMPUTER, PHONE, TABLET, OR DIAL IN. CONNECTION INFORMATION BELOW: At the regularly scheduled meeting of the Ephraim Plan Committee on Tuesday, May 26, 2026 at 7:00 p.m, the committee will consider a conditional use request from John & Victoria Cultra to allow the razing and replacement/construction of a new single family residence on the property located at 9887 Water Street. The zoning ordinance affords such applications this opportunity to be considered by conditional use, subject to the design criteria of the PW Building Replacement ordinance language. Notice is being sent to all Ephraim property owners and neighboring municipalities within 300’. Comments may be made in person at the meeting or in writing to be received no later than 3:00 p.m. on Tuesday, May 26 , 2026 . Written comments via email at bbristol@ephraim.wi.gov will also be accepted. All written comments must include name and address of commenting residents. Please join my meeting from your computer, tablet or smartphone. https://meet.goto.com/899827717 You can also dial in using your phone. Access Code: 899-827-717 United States: +1 (872) 240-3311 Date: 5 /14/2026 Andrea Collak, Clerk X Village Administrative Office X Visitors’ Center X Post Office Kim Roberts, Deputy Clerk X Website www.ephraim-wisconsin.com X Emailed to WDOR Radio X Emailed to Peninsula Pulse VILLAGE OF EPHRAIM FOUNDED 1853 S:\EPHRAIM\Office Forms\Zoning\Forms\Building\BUILDING PERMIT APPLICATION.doc 1 P lease Print 1. Owner/Property Tax Parcel. No. __________-___________-_____________ Owner_____________________________________________ Mailing Address _____________________________________ City _________________________ State ___________________________________________ Zip __________________________ Phone(s) ______________________________________ Email__________________________________ Location of Project ______________________________ Nearest Cross Street _____________________ Property Use: ______________________________________________________________________ Zoning Area: ______________________ Historic District? Yes No C ontractor/Contact: ____________________________Address__________________________________ Phone(s) ____________________________________ Cell Phone (______) _______________________ 2. Type of Improvement ___ New Building A ccessory Structures ___ Addition ___ Garage ___ Exterior Alteration ___ Storage Building ___ Foundation Work Only ___ Repair/Replacement ___ Other ___________________ ___Other__________________ 3. Describe Proposed Construction: __________________________________________ ________________________________________________________________________ 4. Cost Total cost of improvements as applied for in permit: $________________ Structural Improvement Cost (if new building or addition, entire amount of structure; if alteration, renovation or repair, structural portions only): $________________ In clude with Application: Certified Survey Building plans, including all elevations, floor plans (if commercial, State-approved plans must be given to the office prior to obtaining your permit) Site plan showing lot dimensions, setbacks from all lot lines for structures For commercial structures, parking plans Parking plan for construction vehicles during construction phase Permit Fee/Impact Fee Land Disturbance Application Drainage Plan Landscape Plan VILLAGE OF EPHRAIM BUILDING /ZONING PERMIT APPLICATION 1 of 2 Application Date ______________ S:\EPHRAIM\Office Forms\Zoning\Forms\Building\BUILDING PERMIT APPLICATION.doc 2 Dimensions: Number of Stories: ____________ Height at Peak: _______________________ Roof Pitch(es): _____________________ Total Footprint, Exterior: _______________ To tal Square Footage, All Floors Exterior: ________________ Total Square Footage, Parking/Drives/Walkways: ______________________________ Type: Wood Frame Structural Steel Reinforced Concrete Other___________________ P rincipal Heating: ___ Propane ___ Oil ___ Electric ___ Other (Explain)_____________________________________________ Plant Manager Signature__________________________Date__________ Sewage Disposal: Current: Proposed : None Current System Continued Demolition/Moving ? Sewered Connect to Available Sewer Septic Extend Sewer to Property Mound/In-Ground On-Site System Other ___________________ Type: ____________________________________________ (copy of permit to be on file with Village) Year Installed: ____________ If On-Site System, Year Last Pumped/Inspected: _________ For sewage disposal planning, your contact is the Ephraim Treatment Plant Manager, 920/854-4991. Please contact him as soon as possible to allow proper planning and discussion of any necessary sewer connection permits or fees involved. Fire Chief Signature _________________________Date____________ Fire Department: Sprinklers needed? /box3 Yes /box3 No Driveway width/tree clearance (width/height): _______________________ Clearance around structures for truck access: ________________________ Fire # Assigned __________ Fire Department requires driveways at least 12’ wide and clearance 12’ high; Fire Chief may be in contact with you during construction to check truck access and, if commercial structure, any sprinklering, water sources, or other safety considerations Application and materials must be in the Village offices one week prior to Plan Committee meeting date t o allow for proper processing and notification of Committee members. When permits are issued, work must start within 6 months and be completed within one year. The owner of this property and the undersigned agree to conform to all applicable laws of the State of Wisconsin and the Village of Ephraim. Signature of Applicant___________________________ Print Name _____________________________ FO R OFFICE USE ONLY For New Buildings or Additions, Complete this Section Also: P ermit #_____________________________ Permit Fee: $_________________________________ Date Permit Issued ___________ Zoning Administrator Signature:_________________________________ Restrictions: _____________________________________________________________________________ 2 of 2 Applicant Design Checklist Village oi Ephraim Owners Name(s): Contractor(s): Project Location: The checklist below reflects the identified standards of design review for new construction in the Village of Ephraim. Under each sub-section please briefly describe the construction plans as they apply to each. The more detail the better. Some of these standards will surely be identified visually on the construction plans, but I do ask that you describe them here and provide any additional information, such as drawings and/or plans, that will help streamline this process. The italicized sentences reflect characteristics deemed compatible with the visual character of Ephraim, these and additional standards can be found in chapter 17 .15(13) of our village zoning ordinance. 1. Building Design: Traditional Architecture, simple rectangular forms, gable roofs, frame construction. 2. Site Planning/Landscaping: Presen,ing existing vegetation and topography. 3. Building Color: White has been the distinctive historic color ... greens, browns, grays, and other earth tones are acceptable. 4. Materials: Wood and stone recommended. Materials metallic in appearance are out of the character of the village. s. Architectural Details: Building details should be simple and without Ji-ills_. 6. Utility Service Wiring (location): To be shown on plot plan. 7. Roof Pitch/Rooi Color: . _ . Pitches less than 3:· 12 CJrJdldr nzo,·e thail 2: 12 ~re su,bject to further de~ign revie"!',. . ' . . ,. .., · 8. Additional Features: Owner/Agent Signature, 1 City: State: Email: 2 3 4 5 Village of Ephraim Historic District Design Review Checklist THIS FORM MUST BE COMPLETELY FILLED OUT TO BE CONSIDERED BY HPC AND/OR THE PLAN COMMITTEE. This checklist reflects the identified standards of design review for new construction in the Village of Ephraim. Under each subsection, please briefly describe the construction plans as they apply to each. The more detail, the better. Some of these standards will be identified visually on the construction plans, but we do ask that you describe them herein and provide any additional information, such as drawings and/or plans, that will help streamline the process. The standards can be found in §17.15(13) (Design Review), §17.26(11) (Historic District), and §17.20 (Protected Waterfront). Material and color samples must be provided as well as photos of the existing structure for evaluation by the Historic Preservation Committee for referral to the Plan Committee. OWNER INFORMATION: * Please provide a mailing address where you can receive mail. Owner Name: Owner Street Address : Zip: PROPERTY INFORMATION: Property Address (Please list all applicable fire numbers): Phone #1: Phone #2: ARCHITECTURAL DETAILS Please describe the architectural details including such items as window and door shapes. Ordinance narrative: Architectural details should reflect the traditional architecture of the Village which is known for its simple rectangular building forms, gable & hip roofs, and frame construction. Simplicity is the keyword. (If additional space is required, please use the back of page 4) STRUCTURE FORM / BUILDING DESIGN Please describe the architecture of the building/ building design. Ordinance narrative: Ephraim is known for its traditional architecture, simple rectangular forms, gable and hip roofs, and frame construction. (If additional space is required, please use the back of page 4) SITE & DEVELOPMENT PLANNING Please describe the site plan. Ordinance narrative: Please refer to §17.15 and the table of standards. Ensure that the layout adheres to zoning setbacks and zoning code. (If additional space is required, please use the back of page 4) 6 Color: Color: Color: Color: Color: Color: Color: Color: Color: Color: Color: Color: Color: Color: Color: Color: Color: Color: Color: Color: 7 COLORS/MATERIALS Building(s): Material: Please describe the color and materials for the following characteristics of the project design. Ordinance narrative: White is the distinctive historic color of the Village. Wood and natural stone are recommended. Unfinished or galvanized metal siding or roofing is discouraged. To achieve unity, there are distinguishing colors that are appropriate and compatible for the Historic District, which include white, naturally weathered wood, or natural wood. Fluorescent and bright colors are prohibited. Wrought iron is not an acceptable material in the Historic District. Structure(s): Material: Trim: Material: Siding: (Please note vertical or horizontal) Material: Roof: Material: Window: Mate rial: Sash: Material: Window Frames: Material: Chimney: Material: Shutters: Material: Door Frames: Material: Doors: Material: Porch Trim: Material: Fences: Material: Gates: Material: Driveway: Material: Handrails: Material: Guardrails: Material: Other Architectural/ Ornamental Features (describe and detail color and materials): Color(s): Material(s): Sidewalk: Material: Patio/Deck: Material: UTILITY WIRING (Location) Please describe and show all utility service wiring on the plot plan. Ordinance narrative : Utility service wiring should be brought to a structure underground, if at all possible. (If additional space is required, please use the back of page 4) 8 9 10 11 12 13 ADDITIONAL FEATURES SIZE AND LAYOUT OF STRUCTURE Please explain project plans for square footage and floor area, as well as plans for variations in material or lines to create diversity. Ordinance narrative : Any structure in any district that is proposed, by way of initial construction or successive additions, to have in excess of 5,000 square feet in floor area or 50,000 cubic feet in bulk requires special attention to avoid overbuilding of a site or overpowering the environs where prevailing structural sizes are smaller. No single building face of 50 feet or more in length shall be uninterrupted. (If additional space is required, please use the back of page 4) DRIVEWAY, SIDEWALK(s), & PATIO (OR DECK) Please describe and provide plans for driveways, sidewalks, patios, and decks. Ordinance narrative : Native flagstone is an excellent substitute for concrete and asphalt in pedestrian areas. Where paving is used, it shall be kept to a minimum and buffered with landscaping when possible. (If additional space is required, please use the back of page 4) LANDSCAPING PLANS / FENCES Please describe and provide the landscaping plans, noting details such as hardscape and softscape. Ordinance narrative : Plantings rather than large expanses of grass lawn are to be encouraged, and live native plants should be used. Recognizing that the open shoreline is one of Ephraim’s most distinctive features, the intent of this ordinance is to provide for as much open viewing space along our shoreline as possible in the PW district. (If additional space is required, please use the back of page 4) CHIMNEY Please describe in detail the chimney, along with all venting and exhaust flues, along with their height. Ordinance narrative: In the Protected Waterfront District, nothing can penetrate above 25 feet in height (including all venting and exhaust flues), with the roof line not exceeding 23 feet. In all other districts, chimneys are allowed up to a maximum of 35 feet from grade. ROOF PITCH Please describe the roof design. Ordinance narrative : Pitches less than 3/12 and/or 12/12 are subject to further design review. In the Historic District, tar and gravel roofs are not compatible. Unfinished or galvanized metal siding or roofing is highly discouraged in all zoning districts, but a metal roof requires a conditional use in the Historic District. In the Protected Waterfront District, primary roof pitches less than 6/12 or more than 12/12 are prohibited. Additionally, in the PW, up to 50% of the total roof pitch can be made up of dormers that may be less than 6/12 but in no case may they be less than 3/12. (If additional space is required, please use the back of page 4) 14 Date: 15 SIGNATURE ADDITIONAL SPACE Complete Application Color and Material Samples Provided □Yes □No Existing Structure Photos Provided □Yes □No Internal Use Only Date Received: Signature of Applicant: 1860 Mid Valley Drive | De Pere, WI 54115 P 920.347.5830 F 920.347.5861 Drew Willmann DeLeers Construction, Inc. 1860 Mid Valley Dr De Pere, WI 54115 Village of Ephraim 9996 Water St S Ephraim, WI 54211 04/23/2026 RE: Parking Mitigation Plan – 9887 Water St. To the Members of the Village, I am writing to outline our parking management plan for the upcoming construction project located at 9887 Water Street. We recognize that parking availability in the village is a shared resource, and our goal is to execute this project with minimal disruption to residents, local businesses, and visitors. Due to the limited parking footprint on the project site itself, we have developed a two-phase strategy to manage our team’s vehicles throughout the year: Offseason Strategy (Typically October – May) During the offseason months, when visitor traffic to the area is at its lowest, we intend to utilize street parking and the public beach parking area for our crew and subcontractor vehicles. We believe this is the most efficient use of available space while keeping village streets clear for local traffic and snow removal operations. Summer Season Strategy (Typically June – September) We understand the importance of maintaining accessible parking for tourists and residents during the busy summer months. To alleviate pressure on the village’s infrastructure, we will implement the following: • Vehicle Reduction: We will limit the number of vehicles permitted to travel directly to the project site. Crews will be encouraged to carpool from off-site locations to reduce the overall "footprint" of the project. • Street Parking Compliance: Any necessary overflow parking will utilize first-come, first-served street parking. Our teams will be instructed to park responsibly, ensuring they do not block driveways, hydrants, or impede the flow of traffic or pedestrians. Our team is committed to being a respectful neighbor during this process. We will maintain open lines of communication with the Village and are prepared to adjust our logistics should any specific concerns arise. Thank you. Sincerely, Drew Willmann Pre-Construction Associate 920.615.8220 UP DN DN DN DN FOYER SUN PORCH UNCONDITIONED GATHERING ROOM KITCHENDINING COVERED ENTRY GARAGE UNCONDITIONED 4' - 0" 15' - 0" 24' - 0" 2' - 0" 45' - 0" 8' - 2"12' - 6" 20' - 8" 3' - 6"15' - 6"4' - 5"7' - 8"4' - 11" 36' - 0" 7' - 6" 9' - 6" 13' - 0" 30' - 0" 11' - 10" 3' - 6" 15' - 4" 15' - 0" 2' - 0"15' - 6" 17' - 6" 3' - 11" 8' - 8" 3' - 11" 16' - 6" 9' - 5 1/2" 15' - 7" 4' - 8" 8' - 7" 5' - 0 1/2" 14' - 7" 12' - 6 1/2" 12' - 6 1/2" 12' - 7" 5' - 2 1/2" 9' - 0 1/2" 7' - 3" 12' - 0 1/2" 14' - 6 1/2" 23' - 1" 16' - 6 1/2" MASTER BEDROOM EAST BEDROOMWEST BEDROOM 4' - 0" 24' - 0" 2' - 0" 30' - 0" 17' - 0" 15' - 6" 32' - 6" 4' - 0" 26' - 0" 30' - 0" 20' - 0"12' - 6" 32' - 6" 12' - 4 3/4"12' - 4 3/4" 10' - 0 1/2" 10' - 0 1/2" 5' - 3 1/2"8' - 11" 8' - 11" 5' - 3 1/2" 3' - 6 1/2" 19' - 1" 14' - 1 1/2" 3' - 2" 12' - 2 1/2" 5' - 2 1/4" 7' - 3 1/2" 5' - 10" 4' - 11 3/4" 12' - 1" 12' - 0 1/2" 3' - 2" 8' - 8" 6' - 8" 3' - 1" EXISTING/NEW FOOTPRINT CALCULATIONS 1,042 SQ.FT. 1,040 SQ.FT. 187 SQ.FT. 191 SQ.FT. 363 SQ.FT. EXISTING FOOTPRINT OF CONDITIONED SPACE: NEW FOOTPRINT OF CONDITIONED SPACE: NEW FOOTPRINT OF UNCONDITIONED SUN PORCH: EXISTING FOOTPRINT OF UNCONDITIONED SUN PORCH: FOOTPRINT OF EXISTING UNCONDITIONED GARAGE: 269 SQ.FT.FOOTPRINT OF NEW UNCONDITIONED GARAGE: TOTAL REDUCED UNCONDITIONED PORCH FOOTPRINT = TOTAL REDUCED CONDITIONED SPACE FOOTPRINT = TOTAL REDUCED GARAGE FOOTPRINT = 2 SQ.FT. 4 SQ.FT. 94 SQ.FT. - - - 94 SQ.FT. 4 SQ.FT. 2 SQ.FT. + TOTAL PROJECT FOOTPRINT REDUCTION = 100 SQ.FT. NEW SQUARE FOOTAGE 883 SQ.FT.NEW SECOND FLOOR CONDITIONED SPACE: 1,040 SQ.FT.NEW FIRST FLOOR CONDITIONED SPACE: 187 SQ.FT.NEW UNCONDITIONED SUN PORCH: NEW UNCONDITIONED GARAGE: 269 SQ.FT. + + 1,923 SQ.FT.TOTAL CONDITIONED SPACE = TOTAL UNCONDITIONED SPACE = 456 SQ.FT. DATE: SHEET: DESIGN NO: DRAWN BY: DESIGNER: "COPYRIGHT NOTICE" © DeLeers Construction, Inc. 2021/Jeremy Lueck. - All specifications, plans, designs and documents created under this agreement are copyright protected and may not be sold, traded, transferred altered to or by any other party other than the owner, without the express written consent of the Designer and DeLeers Construction, Inc. B.D.A.: PRELIMINARY - NOT FOR CONSTRUCTION PRE-CONTRACT UPDATES: A1.1 XX.XX.XX ... Spencer Crane David Greene Drew Willman ... ... ... ... ... ... FLOOR PLANS 9887 Water Street, Ephraim, WI 54211 Cultra 1/4" = 1'-0"A1.1 1 FIRST FLOOR PLAN 1/4" = 1'-0"A1.1 2 SECOND FLOOR PLAN NORTH CONSTRUCTION SET REVISIONS 7" / 12"7" / 12" 7" / 12" 7" / 12" 9 1/2" / 12" 4" / 12" 4" / 12" 7" / 12" 7" / 12"7" / 12" 7" / 12" 4" / 12" 4" / 12" 7" / 12" 7" / 12" 7" / 12" 7" / 12" 4" / 12" 7" / 12" 4" / 12" 9" / 12" 9" / 12" 4" / 12" 4" / 12" ROOF SQUARE FOOTAGE 557 SQ.FT. SECONDARY ROOFS (DORMER & SADDLE ROOFS UNDER 6/12): 1,802 SQ.FT. PRIMARY ROOFS (ROOF PITCHES OVER 6/12): (76.5% ) (23.5%) DATE: SHEET: DESIGN NO: DRAWN BY: DESIGNER: "COPYRIGHT NOTICE" © DeLeers Construction, Inc. 2025/ Jeremy Lueck. - All specifications, plans, designs and documents created under this agreement are copyright protected and may not be sold, traded, transferred altered to or by any other party other than the owner, without the express written consent of the Designer and DeLeers Construction, Inc. B.D.A.: PRELIMINARY - NOT FOR CONSTRUCTION PRE-CONTRACT UPDATES: A1.2 XX.XX.XX 9887 Water Street, Ephraim, WI 54211 Cultra ... Spencer Crane David Greene Drew Willman ... ... ... ... ... ... ROOF PLAN CONSTRUCTION SET REVISIONS 1/4" = 1'-0"A1.2 1 ROOF PLAN NORTH DATE: SHEET: DESIGN NO: DRAWN BY: DESIGNER: "COPYRIGHT NOTICE" © DeLeers Construction, Inc. 2025/ Jeremy Lueck. - All specifications, plans, designs and documents created under this agreement are copyright protected and may not be sold, traded, transferred altered to or by any other party other than the owner, without the express written consent of the Designer and DeLeers Construction, Inc. B.D.A.: PRELIMINARY - NOT FOR CONSTRUCTION PRE-CONTRACT UPDATES: A2.1 XX.XX.XX 9887 Water Street, Ephraim, WI 54211 Cultra ... Spencer Crane David Greene Drew Willman ... ... ... ... ... ... EXTERIOR ELEVATIONS CONSTRUCTION SET REVISIONS 1/4" = 1'-0"A2.1 1 EAST ELEVATION 1/4" = 1'-0"A2.1 2 NORTH ELEVATION 1/4" = 1'-0"A2.1 3 SOUTH ELEVATION 1/4" = 1'-0"A2.1 4 WEST ELEVATION 584' - 0" 586' - 0" 585' - 0" 586' - 0" 585' - 0" 585' - 0" 585' - 0" 586' - 0" 584' - 0" 585' - 0" 584' - 0" 585' - 0" 586' - 0" 584' - 0" 584' - 0" 585' - 0" 586' - 0" 586' - 0" 586' - 0" 586' - 0" 585' - 0" 584' - 0" 38.9' FROM CENTERLINE 40' SETBACK FROM BULKHEAD LINE 15' SIDEYARD SETBACK 15' SIDEYARD SETBACK S.T.H. "42" (WATER ST.) BULKHEAD LINE APPROXIM ATE ORDINARY HIGH W ATER M ARK EXISTING WELLEXISTING CONCRETE CROWN OF HWY. 42 @ ELEV. 58780'± N 24°51'00" W 94.45'104'± N 62°22'04" E 82.61' S 21°47'02" E29.32' S 20°03'21" E57.48' PROPOSED BURIED PROPANE TANK 15' - 0" 15' - 0" 15' - 0" 40' - 0" 9' - 1" 45' - 9" 42' - 3" 39' - 1" 15' - 10" 27' - 6" 15' - 0" 15' - 0" 9' - 1" 15' - 0" 45' - 3" 25' - 2" NEW HOME NEW SUN PORCH NEW GARAGE NEW PERMEABLE PAVER DRIVE NEW PERMEABLE PAVER WALKWAY NEW PERMEABLE PAVER WALKWAY NEW PERMEABLE PAVER WALKWAY NEW PORCH NEW COVERED PORCH NEW COVERED PORCH EAGLE HARBOR EXISTING FOOTPRINT BUILDABLE AREA SEWER LINE GAS LINE ELECTRICAL LINE GAS METER ELECTRICAL SERVICE SILT FENCESILT FENCE SILT FENCE 38.9' FROM CENTERLINE 40' SETBACK FROM BULKHEAD LINE 15' SIDEYARD SETBACK S.T.H. "42" (WATER ST.) EAGLE HARBOR BULKHEAD LINE APPROXIM ATE ORDINARY HIGH W ATER M ARK EXISTING WELLEXISTING CONCRETE EXISTING CONCRETE EXISTING CONCRETE STOOP EXISTING HOME EXISTING ASPHALT DRIVE EXISTING STONE WALKWAY EXISTING STONE WALKWAY EXISTING STONE WALKWAY EXISTING STONE PATIO CROWN OF HWY. 42 @ ELEV. 58780'± N 24°51'00" W 94.45'104'± N 62°22'04" E 82.61' S 21°47'02" E29.32' S 20°03'21" E57.48' 15' SIDEYARD SETBACK EXISTING SUN PORCH EXISTING GARAGE EXISTING FOOTPRINT BUILDABLE AREA 38.9' FROM CENTERLINE 40' SETBACK FROM BULKHEAD LINE 15' SIDEYARD SETBACK S.T.H. "42" (WATER ST.) EAGLE HARBOR BULKHEAD LINE APPROXIM ATE ORDINARY HIGH W ATER M ARK EXISTING WELLEXISTING CONCRETE EXISTING CONCRETE EXISTING CONCRETE STOOP EXISTING HOME EXISTING STONE WALKWAY EXISTING STONE WALKWAY EXISTING STONE WALKWAY EXISTING STONE PATIO CROWN OF HWY. 42 @ ELEV. 58780'± N 24°51'00" W 94.45'104'± N 62°22'04" E 82.61' S 21°47'02" E29.32' S 20°03'21" E57.48' 15' SIDEYARD SETBACK EXISTING SUN PORCH EXISTING GARAGE 38.9' FROM CENTERLINE 40' SETBACK FROM BULKHEAD LINE 15' SIDEYARD SETBACK 15' SIDEYARD SETBACK S.T.H. "42" (WATER ST.) BULKHEAD LINE APPROXIM ATE ORDINARY HIGH W ATER M ARK EXISTING WELLEXISTING CONCRETE CROWN OF HWY. 42 @ ELEV. 58780'± N 24°51'00" W 94.45'104'± N 62°22'04" E 82.61' S 21°47'02" E29.32' S 20°03'21" E57.48' NEW HOME NEW SUN PORCH NEW GARAGE NEW PERMEABLE PAVER DRIVE NEW PERMEABLE PAVER WALKWAY NEW PERMEABLE PAVER WALKWAY NEW PERMEABLE PAVER WALKWAY NEW PORCH NEW COVERED PORCH NEW COVERED PORCH EXISTING FOOTPRINT BUILDABLE AREA SILT FENCESILT FENCE SILT FENCE EXISTING CONDITIONED HOME FOOTPRINT: EXISTING STONE WALKWAYS/PATIOS: EXISTING CONCRETE SURFACES: EXISTING ASPHALT DRIVE: NEW CONDITIONED HOME FOOTPRINT: NEW PORCHES: EXISTING CONCRETE SURFACES: PROPOSED PERMEABLE PAVER WALKWAYS/DRIVE: TOTAL EXISTING IMPERVIOUS SURFACE: PROPERTY SQUARE FOOTAGE: EXISTING IMPERVIOUS SURFACE PERCENTAGE: 1,042 SQ.FT. 682 SQ.FT. 815 SQ.FT. 255 SQ.FT. 3,348 SQ.FT. 7,401 SQ.FT. 45.2% + ÷ TOTAL EXISTING IMPERVIOUS SURFACE: PROPERTY SQUARE FOOTAGE: IMPERVIOUS SURFACE PERCENTAGE: 1,040 SQ.FT. 238 SQ.FT. 520 SQ.FT. 665 SQ.FT. (2,919 SQ.FT. - 665 SQ.FT.(PERMEABLE)) 2,254 SQ.FT. 7,401 SQ.FT. 30.5% + ÷ EXISTING HOME IMPERVIOUS SURFACE CALC. NEW HOME IMPERVIOUS SURFACE CALC. EXISTING UNCONDITIONED SUN PORCH FOOTPRINT: 191 SQ.FT. EXISTING UNCONDITIONED GARAGE FOOTPRINT: 363 SQ.FT. NEW UNCONDITIONED SUN PORCH: 187 SQ.FT. NEW UNCONDITIONED GARAGE: 269 SQ.FT. EXISTING/NEW FOOTPRINT CALCULATIONS 1,042 SQ.FT. 1,040 SQ.FT. 187 SQ.FT. 191 SQ.FT. 363 SQ.FT. EXISTING FOOTPRINT OF CONDITIONED SPACE: NEW FOOTPRINT OF CONDITIONED SPACE: NEW FOOTPRINT OF UNCONDITIONED SUN PORCH: EXISTING FOOTPRINT OF UNCONDITIONED SUN PORCH: FOOTPRINT OF EXISTING UNCONDITIONED GARAGE: 269 SQ.FT.FOOTPRINT OF NEW UNCONDITIONED GARAGE: TOTAL REDUCED UNCONDITIONED PORCH FOOTPRINT = TOTAL REDUCED CONDITIONED SPACE FOOTPRINT = TOTAL REDUCED GARAGE FOOTPRINT = 2 SQ.FT. 4 SQ.FT. 94 SQ.FT. - - - 94 SQ.FT. 4 SQ.FT. 2 SQ.FT. + TOTAL PROJECT FOOTPRINT REDUCTION = 100 SQ.FT. CROWN OF HWY. 42 587' - 0" 21' - 11 1/8" 24' - 11 1/8" CENTERLINE DATE: SHEET: DESIGN NO: DRAWN BY: DESIGNER: "COPYRIGHT NOTICE" © DeLeers Construction, Inc. 2025/ Jeremy Lueck. - All specifications, plans, designs and documents created under this agreement are copyright protected and may not be sold, traded, transferred altered to or by any other party other than the owner, without the express written consent of the Designer and DeLeers Construction, Inc. B.D.A.: PRELIMINARY - NOT FOR CONSTRUCTION PRE-CONTRACT UPDATES: C1.1 XX.XX.XX 9887 Water Street, Ephraim, WI 54211 Cultra ... Spencer Crane David Greene Drew Willman ... ... ... ... ... ... SITE PLAN CONSTRUCTION SET REVISIONS 1" = 10'-0"C1.1 1 PROPOSED SITE PLAN 1" = 10'-0"C1.1 2 EXISTING SITE PLAN 1" = 10'-0"C1.1 3 EXISTING/PROPOSED SITE PLAN OVERLAY NORTH 1/8" = 1'-0"C1.1 4 ELEVATION DIAGRAM Administrative Office 10005 Norway Road PO Box 138 Ephraim WI 54211 Phone: (920) 854-5501 Fax: (920) 854-2072 E-Mail:bbristol@ephraim.wi.gov Gebhart Conditional Use – Building Modification in Protected Waterfront (PW) District Gregory Goltermann - 9917 Water Street Tuesday – May 26, 2026, 7:00 p.m. Ephraim Village Hall – 9996 Water St. NOTE: THIS MEETING OF WILL BE SIMULTANEOUSLY HELD VIA TELECONFERENCING. STAFF, COMMITTEE MEMBERS AND THE PUBLIC ARE WELCOME TO PARTICIPATE IN THIS MANNER. TELECONFERENCING WILL BE AVAILABLE BY COMPUTER, PHONE, TABLET, OR DIAL IN. CONNECTION INFORMATION BELOW: At the regularly scheduled meeting of the Ephraim Plan Committee on Tuesday, May 26, 2026 at 7:00 p.m, the committee will consider a conditional use request from Gregory Goltermann to allow a second floor addition/modification on the existing single family residence on the property located at 9917 Water Street. The zoning ordinance affords such applications this opportunity to be considered by conditional use, subject to the design criteria of the PW Building Replacement ordinance language. Notice is being sent to all Ephraim property owners and neighboring municipalities within 300’. Comments may be made in person at the meeting or in writing to be received no later than 3:00 p.m. on Tuesday, May 26 , 2026 . Written comments via email at bbristol@ephraim.wi.gov will also be accepted. All written comments must include name and address of commenting residents. Please join my meeting from your computer, tablet or smartphone. https://meet.goto.com/899827717 You can also dial in using your phone. Access Code: 899-827-717 United States: +1 (872) 240-3311 Date: 5 /14/2026 Andrea Collak, Clerk X Village Administrative Office X Visitors’ Center X Post Office Kim Roberts, Deputy Clerk X Website www.ephraim-wisconsin.com X Emailed to WDOR Radio X Emailed to Peninsula Pulse VILLAGE OF EPHRAIM FOUNDED 1853 May 7, 2026 Village of Ephraim 9097 Spruce Street, Ephraim, WI 54211 Re: Building Permit - 9917 Highway 42, Goltermann Residence | PW District | Second- Story Addition Dear Committee Members, Project Overview The property at 9917 Highway 42 is an existing single- family residence located in the Protected Waterfront (PW) District. The proposal is to add a second story to the existing cottage structure. T he architect and structural engineer determined that the existing structure can support a vertical addition with appropriate internal reinforcement (addition of a steel frame), allowing the project to retain the original exterior character and footprint. Design Retain the existing structure and overbuild vertically, which offers the following advantages: • Covered entry addition: The revised design includes a 5- foot covered entry addition at ground level. This element serves a specific design purpose: By adding the covered entry, the second floor reads visually as a dormer rather than a full second story, maintaining the 1.5 -story character. The covered entry does not encroach further toward any setback line than any other portion of the existing structure, consistent with §17.20(5)(a)(1). The footprint does not change. • No encroachment on existing setbacks: The second floor will be set in slightly from the lower -level footprint, maintaining or improving upon the existing grandfathered setbacks per §17.20(5)(a)(1). • Modest increase in finished area: Total square footage increases from approximately 1,150 sq. ft. to approximately 1,400 sq. ft., adding roughly 250 sq. ft. of finished living space on the second floor. • Height compliant with §17.20(5)(b)(3): Overall building height is 22’ - 4 1/8” as measured from the crown grade of State Highway 42, which is within the 23- foot maximum height limit. Per the site survey prepared by Bay Surveying LLC (Brian J. Peot, R.L.S. S -2763, dated February 15, 2026, Job #26008), the crown grade of Highway 42 at this location is elevation 587.3’ . The chimney is projected at approximately 24’- 4 1/ 8” above the highway crown grade, which is within the allowance of up to 2 feet above the approved peak roof line per §17.20(5)(b)(4). • Roof pitch compliant with §17.20(5)(b)(5) and (6): The primary roof pitch is 12/12, which falls within the permitted range of 6/12 to 12/12. The new shed roofs are 3/12, which is permissible for secondary/dormer roof areas under §17.20(6), provided they do not exceed 50% of the total roof pitch square foot age. The 3/12 shed roof area constitutes approximately 47.2% of total roof area, which is within the 50% maximum and confirms compliance with this limit. The 3/12 pitch is also consistent with existing shed roof elements on the structure. • Materials and character compatible with the Historic District (§17.20(5)(b)(1)– (2)): Exterior materials will include natural Door County stone, log or log- facade accents, and siding, with white trim and grey tones. Any salvageable materials from the remodel will be reused where possible. The design intent is to minimize visual impact from the street and maintain the cottage character consistent with the Village Historic District. Construction Timeline Project start after Labor day 2026 - completion prior to May 2027 Please do not hesitate to contact the project architect, Marc Isaksen, at midarchitect@gmail.com or 920-559-7069 if any questions arise prior to the meeting. Thank you for your time and consideration. Respectfully submitted, Greg Goltermann Owner, 9917 Highway 42, Ephraim, WI 314-853-3881 Enclosures: • Architectural drawings — Marc Isaksen Design, LLC (05/06/2026) • Floor plans: Second Floor Plan, Entry Elevation, Side Elevation, Water Elevation • Existing photos of the property • Building/Zoning Permit Application • Applicant Design Checklist • Conditional Use Permit Application • Village of Ephraim Historic District Design Review Checklist • Survey/Site Plans REV A1 SHEET NO. 05/06/2026 PROJECT NO. 26-9917 DATE DESIGNED BY: CHECKED BY: MWI MWI DATE DESCRIPTION BY MARC ISAKSEN DESIGN, L.L.C. 1009 EGG HARBOR RD, SUITE 114 STURGEON BAY, WISCONSIN 54235 EMAIL: midarchitect@gmail.com PHONE: 920-559-7069 FAX: 920-743-3813 GOLTERMANN RESIDENCE BUILDING REMODEL AND ADDITION 9917 HWY 42 EPHRAIM, WI SHEET SIZE: 24x36 MASTER BEDROOM BEDROOM 2 KING QUEEN SHELF SHELF BATH BATH 8' CEILING SLOPED CEILING IN SHOWER COVERED PORCH REPLACE DOOR WITH WINDOW KITCHEN BATH MECH CRAWLSPACE ACCESS CLOSET LIVING DINING FRIG DW SCALE: 1/4"=1'-0" FIRST FLOOR PLAN SCALE: 1/4"=1'-0" SECOND FLOOR PLAN CLOSET DOWN UP STEP 8' CEILING SCALE: 1/4"=1'-0" ENTRY ELEVATION SCALE: 1/4"=1'-0" SIDE ELEVATION SCALE: 1/4"=1'-0" WATER ELEVATION SCALE: 1/4"=1'-0" SIDE ELEVATION DESK SIDING BUILDING INFORMATION: OVERALL HEIGHT - 22'-4 18" MAIN ROOF SLOPE - 12/12 SHED ROOFS - 3/12 EXISTING FOOTPRINT SQ.FT. - 815 EXISTING TOTAL SQ. FT. = 1,150 PROPOSED TOTAL SQ.FT. = 1,400 SCOPE OF WORK: 1. REMOVE EXISTING SECOND FLOOR AND ROOF. 2. INSTALL NEW STRUCTURAL STEEL FRAME INSIDE OF THE EXISTING LOG WALLS TO SUPPORT NEW SECOND FLOOR AND SECOND FLOOR ROOF SYSTEM. 3. RELOCATE STAIRS 4. RELOCATE THE EXISTING KITCHEN INTO THE SPACE THAT IS CURRENTLY THE FIRST FLOOR BEDROOM. 5. INSTALL NEW FLOOR SYSTEM, SECOND FLOOR BEDROOMS AND ROOF STRUCTURE. NEW WALLS EXISTING WALLS ADDED COVERED PORCH SO THAT THE SECOND FLOOR BECOMES MORE OF A 1 1 2 STORY NEW STRUCTURAL POSTS - TYP. NEW STRUCTURAL POSTS - TYP. MATCH EXISTING SIDE OVERHANG CROWN OF HWY 42 - 587.3' FLAGSTONE CROWN OF HWY 42 - 587.3' EXISTING LOGS EXISTING LOGS EXISTING STONE EXISTING LOGS 8" SIDING 8" SIDING REPLACE EXISTING DOOR WITH A WINDOW. INFILL LOWER PORTION OF WALL WITH EXISTING LOGS THAT WILL BE REMOVED FROM THE GABLE END. Administrative Office 10005 Norway Road PO Box 138 Ephraim WI 54211 Phone: (920) 854-5501 Fax: (920) 854-2072 E-Mail:bbristol@ephraim.wi.gov Gebhart Conditional Use – Building Modification in Protected Waterfront (PW) District Leslie & Roy Harsch - 9931 Water Street Tuesday – May 26, 2026, 7:00 p.m. Ephraim Village Hall – 9996 Water St. NOTE: THIS MEETING OF WILL BE SIMULTANEOUSLY HELD VIA TELECONFERENCING. STAFF, COMMITTEE MEMBERS AND THE PUBLIC ARE WELCOME TO PARTICIPATE IN THIS MANNER. TELECONFERENCING WILL BE AVAILABLE BY COMPUTER, PHONE, TABLET, OR DIAL IN. CONNECTION INFORMATION BELOW: At the regularly scheduled meeting of the Ephraim Plan Committee on Tuesday, May 26, 2026 at 7:00 p.m, the committee will consider a conditional use request from Leslie and Roy Harsch to allow a first floor addition/modification on the existing single family residence on the property located at 9931 Water Street. As the PW ordinance does not permit projects resulting in increased footprint, the proposed footprint addition will be offset by the removal of equal square footage of existing footprint on the road side of the home. The zoning ordinance affords such applications this opportunity to be considered by conditional use, subject to the design criteria of the PW Building Replacement ordinance language. Notice is being sent to all Ephraim property owners and neighboring municipalities within 300’. Comments may be made in person at the meeting or in writing to be received no later than 3:00 p.m. on Tuesday, May 26 , 2026 . Written comments via email at bbristol@ephraim.wi.gov will also be accepted. All written comments must include name and address of commenting residents. Please join my meeting from your computer, tablet or smartphone. https://meet.goto.com/899827717 You can also dial in using your phone. Access Code: 899-827-717 United States: +1 (872) 240-3311 Date: 5 /14/2026 Andrea Collak, Clerk X Village Administrative Office X Visitors’ Center X Post Office Kim Roberts, Deputy Clerk X Website www.ephraim-wisconsin.com X Emailed to WDOR Radio X Emailed to Peninsula Pulse VILLAGE OF EPHRAIM FOUNDED 1853 1 DESCRIPTION OF PROPOSED DRAINAGE PROJECT TO ADDRESS JOINT RUNOFF ISSUES As part of the proposed addition to our cottage at 9931 Water Steet we will utilize the combination of a thick concrete slab and thick foundation wall to assist in directing the runoff from our existing south roof and that of the proposed addition and the runoff from front roofs of Mr. Munns’ house past the southwest corner of the proposed addition. In addition, we propose to place a perforated plastic drainage pipe on top of a layer of gravel in the excavated area which will then be backfilled with gravel. This gravel filled trench and drainage pipe will extend from approximately 5 feet east of the original corner of the cottage and extend past the corner of the new addition. It will continue along a rock wall away from the addition through an open area south of a raised flower bed and continue approximately 5 feet into the existing drainage swale which straddles our property line. The location of the trench with the plastic drainage tube and gravel backfill is shown on Attachment 1. The trench will extend past the present jay shaped stone edging that separates the swale area from the raised flower bed and the existing lawn area. The cross section of the drainage trench with the drainage tube is shown in Attachment 2. The drainage swale is shown on Attachment 3. As shown on Attachment 1, the proposed addition with the thick concrete slab and extension of the foundation and the drainage tube placed on a gravel bed with gravel backfill will direct runoff past the cottage foundation to an area that is lower than the corner of the cottage foundation. With final grading and the existing flower bed on the north side of the drainage swale, any surface water will be directed away from the proposed addition and down the swale toward the bay. The existing drainage swale is lower in elevation and serves to collect any surface water or runoff from the proposed construction. The runoff would then filter naturally as it is pass through hostas, ferns and other plant roots in the swale. Diverted ground water from the drainage pipe and any diverted surface water will be absorbed into the ground and/or flow down through the swale toward the lake. The swale ends at the edge of the rock drainage system that was constructed when the command improvements were jointly build with Tom Munns as part of our joint shoreline protection project to provide protection from high lake levels. This rock drainage system drains through a backfilled rock and sand bed before entering the lake. Given the small area of the excavation needed for the 8 by 7 feet addition and its location adjacent to the swale, any erosion or runoff should be nonexistent given the existing the swale and relevant elevations. The disturbed soil consists of cedar litter mixed with dirt with limited plant growth. Once the construction is complete and the excavated area backfilled with gravel surrounding the drainage pipe on the southside along the property boundary and flower beds finalized on the northside of the excavation, the drainage swale will recover quickly from the installation of the drain tube and gravel backfill with existing plants expanding into small length of the disturbed area. This will allow for the roof drain water from the Munns property and the roof drainage from the south roof area of the cottage to be collected. diverted and drained in a manner that should not result in any flooding in our yard. Administrative Office 10005 Norway Road PO Box 138 Ephraim WI 54211 Phone: (920) 854-5501 Fax: (920) 854-2072 E-Mail:bbristol@ephraim.wi.gov Gebhart Conditional Use – Outdoor service of food and beverage Colin Welford - 10355 Bella Vista Lane Tuesday – May 26, 2026, 7:00 p.m. Ephraim Village Hall – 9996 Water St. NOTE: THIS MEETING OF WILL BE SIMULTANEOUSLY HELD VIA TELECONFERENCING. STAFF, COMMITTEE MEMBERS AND THE PUBLIC ARE WELCOME TO PARTICIPATE IN THIS MANNER. TELECONFERENCING WILL BE AVAILABLE BY COMPUTER, PHONE, TABLET, OR DIAL IN. CONNECTION INFORMATION BELOW: At the regularly scheduled meeting of the Ephraim Plan Committee on Tuesday, May 26, 2026 at 7:00 p.m, the committee will consider a conditional use request from Colin Welford to allow outdoor food and beverage service in the outdoor garden at his business located at 10355 Bella Vista Ln. The zoning ordinance affords such applications this opportunity to be considered by conditional use. Notice is being sent to all Ephraim property owners and neighboring municipalities within 300’. Comments may be made in person at the meeting or in writing to be received no later than 3:00 p.m. on Tuesday, May 26 , 2026 . Written comments via email at bbristol@ephraim.wi.gov will also be accepted. All written comments must include name and address of commenting residents. Please join my meeting from your computer, tablet or smartphone. https://meet.goto.com/899827717 You can also dial in using your phone. Access Code: 899-827-717 United States: +1 (872) 240-3311 Date: 5 /14/2026 Andrea Collak, Clerk X Village Administrative Office X Visitors’ Center X Post Office Kim Roberts, Deputy Clerk X Website www.ephraim-wisconsin.com X Emailed to WDOR Radio X Emailed to Peninsula Pulse VILLAGE OF EPHRAIM FOUNDED 1853 T/ GRADE TO T/ GARAGE ROOF 24'-6 1/16" T/ GRADE TO T/ HOUSE ROOF 28'-5 5/16" DESIGNER: DrexelTeam.com BID PLAN -FOR BIDDING PURPOSES ONLY 1 2 3 4 5 6 7 8 9 SCALE: SHEET NO: PROJECT NO: COPYRIGHT DREXEL BUILDING SUPPLY IT IS UNLAWFUL FOR ANYONE TO USE OR REPRODUCE BY ANY MEANS ALL OR ANY PORTION OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN PERMISSION OF DREXEL BUILDING SUPPLY INC. DREXEL BUILDING SUPPLY INC. RESERVES THE RIGHT TO USE ALL OR PARTS OF THESE PLANS IN THE FUTURE. ALTHOUGH EVERY EFFORT WILL BE MADE BY DREXEL IN DESIGNING AND PREPARING THESE PLANS AND CHECKING THEM FOR ACCURACY, THE OWNER/GENERAL CONTRACTOR ASSUMES ALL RESPONSIBILITY TO CHECK ALL DETAILS AND DIMENSIONS, AND IS RESPONSIBLE FOR ANY CHANGES OR ADJUSTMENTS REQUIRED DURING CONSTRUCTION. DREXEL MAKES NO REPRESENTATION FOR OR IMPLIES ACCURACY. 1/4" = 1'-0"WEGNER RESIDENCE EPHRAIM, WI WHITE OAK BUILDERS MADDIE WISSELL T25-201-M A1 COPYRIGHT © 2025PRELIMINARY PLAN 08/22/2025 MNW REVISIONS09/22/2025 MNW BID PLAN10/01/2025 MNW 1/4" = 1'-0" FRONT ELEVATION 1/4" = 1'-0" RIGHT ELEVATION NOTE: ENGINEERING MAY BE NEEDED ON THIS HOME TO SATISFY THE WALL BRACING CODE (ALL FEES ARE RESPONSIBILITY OF CONTRACTOR OR HOMEOWNER) DESIGNER: DrexelTeam.com BID PLAN -FOR BIDDING PURPOSES ONLY 1 2 3 4 5 6 7 8 9 SCALE: SHEET NO: PROJECT NO: COPYRIGHT DREXEL BUILDING SUPPLY IT IS UNLAWFUL FOR ANYONE TO USE OR REPRODUCE BY ANY MEANS ALL OR ANY PORTION OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN PERMISSION OF DREXEL BUILDING SUPPLY INC. DREXEL BUILDING SUPPLY INC. RESERVES THE RIGHT TO USE ALL OR PARTS OF THESE PLANS IN THE FUTURE. ALTHOUGH EVERY EFFORT WILL BE MADE BY DREXEL IN DESIGNING AND PREPARING THESE PLANS AND CHECKING THEM FOR ACCURACY, THE OWNER/GENERAL CONTRACTOR ASSUMES ALL RESPONSIBILITY TO CHECK ALL DETAILS AND DIMENSIONS, AND IS RESPONSIBLE FOR ANY CHANGES OR ADJUSTMENTS REQUIRED DURING CONSTRUCTION. DREXEL MAKES NO REPRESENTATION FOR OR IMPLIES ACCURACY. 1/4" = 1'-0"WEGNER RESIDENCE EPHRAIM, WI WHITE OAK BUILDERS MADDIE WISSELL T25-201-M A2 COPYRIGHT © 2025PRELIMINARY PLAN 08/22/2025 MNW REVISIONS09/22/2025 MNW BID PLAN10/01/2025 MNW 1/4" = 1'-0" REAR ELEVATION 1/4" = 1'-0" LEFT ELEVATION NOTE: ENGINEERING MAY BE NEEDED ON THIS HOME TO SATISFY THE WALL BRACING CODE (ALL FEES ARE RESPONSIBILITY OF CONTRACTOR OR HOMEOWNER) UP UP DN FOUNDATION INFORMATION • HOUSE FOUNDATION • GARAGE FOUNDATION • PORCH/PATIO FOUNDATION (UNEXCAVATED) • WALL THICKNESS FOR REPRESENTATION ONLY- FOUNDATION CONTACTOR/GENERAL CONTRACTOR TO VERIFY • FINAL FOOTING SIZE AND DEPTH DETERMINED BY FOUNDATION CONTACTOR/GENERAL CONTRACTOR • FOUNDATION CONTACTOR TO LOCATE PILASTERS AND SIZE FOOTINGS PER CODE AND SOIL CONDITIONS • WINDOWS/DOORS TO BE SET IN CONCRETE WALL- MAKE R.O. 3” BIGGER IN WIDTH AND HEIGHT • BEARING WALLS TO SIT ON MIN. 16” X 8”CONT. CONCRETE FOOTINGS, STUDS @ 16” O.C. WALL INFORMATION • HOUSE EXTERIOR • HOUSE INTERIOR • GARAGE FLOOR SYSTEMS • BASEMENT • FIRST FLOOR • SECOND FLOOR • STANDARD LOADING (PER SQ. FT.) 40# LL. 15# DL. • ADDITIONAL LOADING (PER SQ. FT.) (WHEN APPLICABLE) • • DURATION OF LOAD: 1.00% ROOF SYSTEMS • . DESIGNED FOR: ZONE 2 • STD. LOADING (PER SQ. FT.) 30# TCLL, 10# TCDL, 10# BCDL • DEFLECTION: LL=L/240, TL=L/180 • DURATION OF LOAD: 1.15% HEADERS • STANDARD HEADER • TOP OF WINDOW R.O.S. • MINIMUM OF (2) SHOULDER STUDS AT EACH END FOR ALL OPENINGS 6’-0” AND LARGER GENERAL INFORMATION • ALL DIMENSIONS ARE TO THE ROUGH STUD (UNLESS NOTED OTHERWISE) 2X6 WALLS=5 ½”, 2X4 WALLS =3 ½” • ALL DIMENSIONS ARE TO OUTSIDE OF FOUNDATION WALLS/BRICK LEDGES • GENERAL CONTRACTOR TO LOCATE THE FOLLOWING ITEMS IN THE FOUNDATION (WHEN APPLICABLE) FLOOR DRAINS, ELECTRIC SERVICES, WATER HEATER, SUMP PIT + PUMP, FURNACE, GAS/LP LINE, BASEMENT WINDOWS,ETC. • ACTUAL STEPS IN FOUNDATION WALLS AND LOCATION OF WINDOW WELLS TO BE DETERMINED ON-SITE BY GENERAL CONTRACTOR • DECK FRAMING SPECIFICATION TO MEET OR EXCEED REQUIREMENTS DEFINED WITHIN "APPENDIX B" OF THE WI UNIFORM DWELLING • ALL CABINET LAYOUTS ARE CONCEPTUAL-CONSULT CABINET DESIGNER FOR EXACT SIZES AND LOCATIONS OF CABINETS, APPLIANCES, AND WINDOWS • ALL DOOR HEIGHTS ARE 6'-8" UNLESS NOTED/SHOWN OTHERWISE • STUDS @ 13# DL. FOR GYPCRETE (1.5" THICK) 20# DL. FOR FIREPLACE HEARTH 10# DL. FOR TILE FLOOR 20# DL. FOR FIREPLACE FACE 25# DL. FOR GRANITE/QUARTZ 8" x 4'-0" POURED CONCRETE WALL 8" x 4'-0" POURED CONCRETE WALL 8" x 4'-0" POURED CONCRETE WALL (MIN. 4'-0" TALL) FIRST FLOOR WALL HEIGHT: 2 x 6 x 9' 1 1/8" (UNLESS NOTED/SHOWN OTHERWISE) SECOND FLOOR WALL HEIGHT: 2 x 6 x 2'-9" (UNLESS NOTED/SHOWN OTHERWISE) WALL HEIGHT: 2 x 6 x 9'-1 1/8" (UNLESS NOTED/SHOWN OTHERWISE) FIRST FLOOR WALL HEIGHT: 2 x 4 x 9' 1 1/8" (UNLESS NOTED/SHOWN OTHERWISE) SECOND FLOOR WALL HEIGHT: VARIES (UNLESS NOTED/SHOWN OTHERWISE) 4" CONCRETE SLAB 11 7/8" I-JOIST @ 16" O.C. 11 7/8" I-JOIST @ 16" O.C. (HOUSE) 20" FLOOR TRUSSES @19.2" O.C. (GARAGE) FIRST FLOOR @ 6'-11 3/8" ABOVE SUBFLOOR (UNLESS NOTED/SHOWN OTHERWISE) SECOND FLOOR @ 6'-11 3/8" ABOVE SUBFLOOR (UNLESS NOTED/SHOWN OTHERWISE) 16" O.C. (UNLESS NOTED/SHOWN OTHERWISE) ENGINEERED WOOD TRUSSES @24" O.C. NEW HOME PLAN SPECIFICATIONS DEFLECTION: LL=L/480, TL=L/360 ALL HEADERS NOT LABELED AS LVL TO BE MIN. (2) 2X10'S HEADER FOR ON-SITE (UNLESS VALUE ENGINEERED FOR OFF-SITE CONSTRUCTION) 2'-0" 44'-0" 30'-0" 19'-0" 30'-0" 79'-0" 30'-0" 19'-0" 1'-0" 28'-0" 1'-0"79'-0" 10'-0" 52'-0" 3'-11" 5'-6" 5'-0"3'-6"13'-8 1/2"9'-6" PD9683 21'-0" 5'-0" 12'-1" 12'-11" 9'-6" 9'-6" 2'-8" 2'-8" 3'-6" 1'-8 1/2" 9'-8 1/2" 5'-3 1/2" 3'-0" LINEN 2'-8" 3'-0" PWDR ROOM 6'-5 1/2" 3'-3" 60" x 36" SHOWER 15'-6" 2'-4" PRI. BATH PRIMARY BEDROOM 13'-8 1/2"9'-6" 6'-6"8'-6 1/2" PD9683 2'-8" OFFICE/ EXERCISE 2'-8" W/D W.I.C. ENCLOSED BREEZEWAY 3'-0" 3'-0" 6'-1" 5'-8" 6'-6" 5'-8" 6'-1" 6'-6" 7'-0" 5'-6" 17'-0" 13'-0" 12'-1" 18'-0"x8'-0" OVH. DR. GARAGE AREA 4" CONCRETE SLAB PITCHED TO O.H. GARAGE DOOR 5/8" TYPE 'X' DRYWALL ON COMMON WALLS & CEILING 20 MIN RATED DOOR + FRAME 24'-11" 31'-1" F.D. F.D. (3) 24" LVL HDR W/ 4.5" BRG EACH SIDE (2) 9 1/4" LVL HDR 15'-6" 2'-1" 2'-0" 2'-8" 2x6 BRG WALL 3'-6" 6'-9" 14'-8 1/2" 10'-2" 3'-2 1/2" 10" RUN 16 RISERS DW PANTRY CABINETS 12'-11" 7'-0" 10'-0" 12'-1" 3'-6" 5'-9" KITCHEN (LAYOUT IS CONCEPTUAL) DINING 29'-1" D.V. GAS FIREPLACE GREAT ROOM OPEN RAILING 12'-11" 13'-11" 2'-6" 24'-1" 2'-6" 2ND FLOOR ABOVE 13'-11" VENEER STONE TO CEILING ENTRY 2x4 BRG WALL (3) 18' LVL PARTIALLY DROPPED BEAM 11-7/8" I JOISTS @ 16" O/C 11-7/8" I JOISTS @ 16" O/C 11-7/8" I JOISTS @ 16" O/C 2-STORY CEILING 2x6 BRG WALL 2x6 BRG WALL PW3066 PW3066 C3066 C3066 C3066 C3066 5'-6"31'-1"7'-5" 3'-0"10'-7"7'-5" PW3066 PW3066C3066 C3066 C3066 C3066 ±12'-10 3/4" TALL WALL ±12'-10 3/4" TALL WALL C3054 C3054 C3054-2 2ND FLOOR ABOVE C3066 12'-0"x6'-0" BOAT STORAGE LEAN-TO 6'-0" WALLS 4'-0"32'-0"14'-0"2'-0" 12'-0" 4'-0" 16'-0" 29'-1" FRAME TAPERED WALL TO UNDERSIDE OF TRUSS 10" RUN 16 RISERS 3'-8 1/2" 24'-11" FLUSH ENTRY 7'-0" 3'-9 1/2" 9'-0" 8'-0"x6'-0" (2) 9 1/4" LVL HDR 9'-0" 3'-8 1/2" BENCH 6'-0"3'-0" 3 3/4" 7'-8 1/4" 8'-0" 3 3/4" 7'-8 1/4" 8'-0" 10'-0" 3 3/4" 9'-4 1/2" 3 3/4" CVR'D PATIO PATIO CONCRETE CONCRETE T.O. BEAM 8'-6" OFF FIRST FLOOR W/D STACK 3'-8 1/2" 1'-2" 8'-0" 1'-5" 12'-0" 2'-4" 10" RUN 8 RISERS HIDDEN PANTRY DOOR TBD ONSITE 54'-0" INSULATED DOORS 20" FLOOR TRUSSES @ 19.2" O/C 2x6 BRG WALL w/FTGS 27'-1" 3'-6 1/2"8'-4 1/2" FUTURE CHAIR LIFT ADD BLOCKING 27'-7"3'-6" (2) 2X10 DROP BEAM (3) 11 7/8" LVL HDR (2) 9 1/4" LVL HDR (2) 2X10 DROP BEAM ( 2) 2X10 DROP BEAM (2) 9 1/4" LVL HDR (3) 11 7/8" LVL FLUSH BEAM 2X4 BRG WALL DESIGNER: DrexelTeam.com BID PLAN -FOR BIDDING PURPOSES ONLY 1 2 3 4 5 6 7 8 9 SCALE: SHEET NO: PROJECT NO: COPYRIGHT DREXEL BUILDING SUPPLY IT IS UNLAWFUL FOR ANYONE TO USE OR REPRODUCE BY ANY MEANS ALL OR ANY PORTION OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN PERMISSION OF DREXEL BUILDING SUPPLY INC. DREXEL BUILDING SUPPLY INC. RESERVES THE RIGHT TO USE ALL OR PARTS OF THESE PLANS IN THE FUTURE. ALTHOUGH EVERY EFFORT WILL BE MADE BY DREXEL IN DESIGNING AND PREPARING THESE PLANS AND CHECKING THEM FOR ACCURACY, THE OWNER/GENERAL CONTRACTOR ASSUMES ALL RESPONSIBILITY TO CHECK ALL DETAILS AND DIMENSIONS, AND IS RESPONSIBLE FOR ANY CHANGES OR ADJUSTMENTS REQUIRED DURING CONSTRUCTION. DREXEL MAKES NO REPRESENTATION FOR OR IMPLIES ACCURACY. 1/4" = 1'-0"WEGNER RESIDENCE EPHRAIM, WI WHITE OAK BUILDERS MADDIE WISSELL T25-201-M A3 COPYRIGHT © 2025 FIRST FLOOR AREA 1366 SF SECOND FLOOR AREA 609 SF SECOND FLOOR (GARAGE) AREA 664 SF TOTAL AREA 2638 SF BREEZEWAY AREA 210 SF GARAGE AREA 951 SF 1/4" = 1'-0" FIRST FLOOR PLAN NOTE: ENGINEERING MAY BE NEEDED ON THIS HOME TO SATISFY THE WALL BRACING CODE (ALL FEES ARE RESPONSIBILITY OF CONTRACTOR OR HOMEOWNER) PRELIMINARY PLAN 08/22/2025 MNW REVISIONS09/22/2025 MNW BID PLAN10/01/2025 MNW DN FOUNDATION INFORMATION • HOUSE FOUNDATION • GARAGE FOUNDATION • PORCH/PATIO FOUNDATION (UNEXCAVATED) • WALL THICKNESS FOR REPRESENTATION ONLY- FOUNDATION CONTACTOR/GENERAL CONTRACTOR TO VERIFY • FINAL FOOTING SIZE AND DEPTH DETERMINED BY FOUNDATION CONTACTOR/GENERAL CONTRACTOR • FOUNDATION CONTACTOR TO LOCATE PILASTERS AND SIZE FOOTINGS PER CODE AND SOIL CONDITIONS • WINDOWS/DOORS TO BE SET IN CONCRETE WALL- MAKE R.O. 3” BIGGER IN WIDTH AND HEIGHT • BEARING WALLS TO SIT ON MIN. 16” X 8”CONT. CONCRETE FOOTINGS, STUDS @ 16” O.C. WALL INFORMATION • HOUSE EXTERIOR • HOUSE INTERIOR • GARAGE FLOOR SYSTEMS • BASEMENT • FIRST FLOOR • SECOND FLOOR • STANDARD LOADING (PER SQ. FT.) 40# LL. 15# DL. • ADDITIONAL LOADING (PER SQ. FT.) (WHEN APPLICABLE) • • DURATION OF LOAD: 1.00% ROOF SYSTEMS • . DESIGNED FOR: ZONE 2 • STD. LOADING (PER SQ. FT.) 30# TCLL, 10# TCDL, 10# BCDL • DEFLECTION: LL=L/240, TL=L/180 • DURATION OF LOAD: 1.15% HEADERS • STANDARD HEADER • TOP OF WINDOW R.O.S. • MINIMUM OF (2) SHOULDER STUDS AT EACH END FOR ALL OPENINGS 6’-0” AND LARGER GENERAL INFORMATION • ALL DIMENSIONS ARE TO THE ROUGH STUD (UNLESS NOTED OTHERWISE) 2X6 WALLS=5 ½”, 2X4 WALLS =3 ½” • ALL DIMENSIONS ARE TO OUTSIDE OF FOUNDATION WALLS/BRICK LEDGES • GENERAL CONTRACTOR TO LOCATE THE FOLLOWING ITEMS IN THE FOUNDATION (WHEN APPLICABLE) FLOOR DRAINS, ELECTRIC SERVICES, WATER HEATER, SUMP PIT + PUMP, FURNACE, GAS/LP LINE, BASEMENT WINDOWS,ETC. • ACTUAL STEPS IN FOUNDATION WALLS AND LOCATION OF WINDOW WELLS TO BE DETERMINED ON-SITE BY GENERAL CONTRACTOR • DECK FRAMING SPECIFICATION TO MEET OR EXCEED REQUIREMENTS DEFINED WITHIN "APPENDIX B" OF THE WI UNIFORM DWELLING • ALL CABINET LAYOUTS ARE CONCEPTUAL-CONSULT CABINET DESIGNER FOR EXACT SIZES AND LOCATIONS OF CABINETS, APPLIANCES, AND WINDOWS • ALL DOOR HEIGHTS ARE 6'-8" UNLESS NOTED/SHOWN OTHERWISE • STUDS @ 13# DL. FOR GYPCRETE (1.5" THICK) 20# DL. FOR FIREPLACE HEARTH 10# DL. FOR TILE FLOOR 20# DL. FOR FIREPLACE FACE 25# DL. FOR GRANITE/QUARTZ 8" x 4'-0" POURED CONCRETE WALL 8" x 4'-0" POURED CONCRETE WALL 8" x 4'-0" POURED CONCRETE WALL (MIN. 4'-0" TALL) FIRST FLOOR WALL HEIGHT: 2 x 6 x 9' 1 1/8" (UNLESS NOTED/SHOWN OTHERWISE) SECOND FLOOR WALL HEIGHT: 2 x 6 x 2'-9" (UNLESS NOTED/SHOWN OTHERWISE) WALL HEIGHT: 2 x 6 x 9'-1 1/8" (UNLESS NOTED/SHOWN OTHERWISE) FIRST FLOOR WALL HEIGHT: 2 x 4 x 9' 1 1/8" (UNLESS NOTED/SHOWN OTHERWISE) SECOND FLOOR WALL HEIGHT: VARIES (UNLESS NOTED/SHOWN OTHERWISE) 4" CONCRETE SLAB 11 7/8" I-JOIST @ 16" O.C. 11 7/8" I-JOIST @ 16" O.C. (HOUSE) 20" FLOOR TRUSSES @19.2" O.C. (GARAGE) FIRST FLOOR @ 6'-11 3/8" ABOVE SUBFLOOR (UNLESS NOTED/SHOWN OTHERWISE) SECOND FLOOR @ 6'-11 3/8" ABOVE SUBFLOOR (UNLESS NOTED/SHOWN OTHERWISE) 16" O.C. (UNLESS NOTED/SHOWN OTHERWISE) ENGINEERED WOOD TRUSSES @24" O.C. NEW HOME PLAN SPECIFICATIONS DEFLECTION: LL=L/480, TL=L/360 ALL HEADERS NOT LABELED AS LVL TO BE MIN. (2) 2X10'S HEADER FOR ON-SITE (UNLESS VALUE ENGINEERED FOR OFF-SITE CONSTRUCTION) 4'-1 1/2" 11'-8" 7'-6"5'-6" 12'-11" 2'-8" 9'-10 1/2" 3'-6" 3'-9" 3'-3 1/2"3'-1 1/2" 2'-1" 11'-9" 2'-4" LINEN 11'-6 1/2" 2'-1" 11'-6 1/2" 11'-9" 2'-8"2'-8" 5'-9"5'-8 1/2" OPEN TO BELOW PW3042PW3042 PW3042 PW3042PW3042 PW3042 PW3042 PW3042PW3042 PW3042PW3042 PW3042 LOFT OPEN RAILING 10" RUN 16 RISERS 9/12 CEILING PITCH CATHEDRAL CEILING 4'-0" 4'-0" BATH 13'-11" 9'-8" 3'-3"60" x 36" SHOWER 5'-6" C2442 (TEMP.) 5'-2"3'-6"5'-2"6'-11 1/2"7'-5" 2'-6"6'-0"7'-3 1/2"13'-10"14'-4 1/2" C2442 44'-0" 6'-1" 17'-10" 6'-1" 30'-0" 3'-0" 3'-0"28'-1"7'-5" 44'-0" 2'-9" KNEEWALL 2'-9" KNEEWALL ±12'-10 3/4" TALL WALL ±12'-10 3/4" TALL WALL BEDROOM #2 BEDROOM #3 FRAME WALL TO UNDERSIDE OF TRUSS FRAME WALL TO UNDERSIDE OF TRUSS 23'-3 1/2" 13'-11" 17'-1 1/2"36" HALF WALL 36" HALF WALL 9/12 CEILING PITCH SLOPE CEILING 9/12 CEILING PITCH SLOPE CEILING 1'-10" 1'-10" 4' WALL HEIGHT 4' WALL HEIGHT 29'-1" C3054-2 C3054-2 10'-6" 9'-0" 10'-6" 30'-0" 10" RUN 16 RISERS 4'-2" 21'-8" 4'-2" 12'-6" 5'-9" 20'-9" 11'-1" 10'-2 3/4" 10'-2 3/4" TR4824 C3054-2 C3054-2 5'-6" 10'-8" 5'-6" 30'-0" GUEST BEDROOM GUEST BEDROOM 5'-7"4'-0 1/2" 3'-10 1/2" C3054-2 C3054-2 17'-4" 2'-8" 2'-8" 2'-1" 6'-1" 7'-8" 4'-0" 2'-8" 2'-8" 10'-7" 13'-10" C3054 C3054 7'-7" 3'-0" 32"x60" T/S 4'-2" 21'-8" 4'-2" 5'-6" 10'-8" 5'-6" 3'-0" 3'-0" 35'-6" 6'-0" 2'-6" 3'-0" LINEN CAB. BATH SLOPE LIVING SLOPE SLOPE 8' FLAT CEILING 8' FLAT CEILING 8' FLAT CEILING8' FLAT CEILING 16'-0"16'-0" 32'-0" DW 3'-5"7'-0"3'-5" 11'-6" 3'-0" 6'-3" KITCHEN (LAYOUT IS CONCEPTUAL) 20 MIN RATED DOOR + FRAME (2) SHOULDER STUDS EACH SIDE (2) SHOULDER STUDS EACH SIDE (2) SHOULDER STUDS EACH SIDE(2) SHOULDER STUDS EACH SIDE (2) 9 1/4" LVL HDR (2) 9 1/4" LVL HDR 2 A6 3 A64 A68' FLAT CLG 8' FLAT CLG 3 A5 DESIGNER: DrexelTeam.com BID PLAN -FOR BIDDING PURPOSES ONLY 1 2 3 4 5 6 7 8 9 SCALE: SHEET NO: PROJECT NO: COPYRIGHT DREXEL BUILDING SUPPLY IT IS UNLAWFUL FOR ANYONE TO USE OR REPRODUCE BY ANY MEANS ALL OR ANY PORTION OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN PERMISSION OF DREXEL BUILDING SUPPLY INC. DREXEL BUILDING SUPPLY INC. RESERVES THE RIGHT TO USE ALL OR PARTS OF THESE PLANS IN THE FUTURE. ALTHOUGH EVERY EFFORT WILL BE MADE BY DREXEL IN DESIGNING AND PREPARING THESE PLANS AND CHECKING THEM FOR ACCURACY, THE OWNER/GENERAL CONTRACTOR ASSUMES ALL RESPONSIBILITY TO CHECK ALL DETAILS AND DIMENSIONS, AND IS RESPONSIBLE FOR ANY CHANGES OR ADJUSTMENTS REQUIRED DURING CONSTRUCTION. DREXEL MAKES NO REPRESENTATION FOR OR IMPLIES ACCURACY. 1/4" = 1'-0"WEGNER RESIDENCE EPHRAIM, WI WHITE OAK BUILDERS MADDIE WISSELL T25-201-M A4 COPYRIGHT © 2025 FIRST FLOOR AREA 1366 SF SECOND FLOOR AREA 609 SF SECOND FLOOR (GARAGE) AREA 664 SF TOTAL AREA 2638 SF BREEZEWAY AREA 210 SF GARAGE AREA 951 SF 1/4" = 1'-0" SECOND FLOOR PLAN NOTE: ENGINEERING MAY BE NEEDED ON THIS HOME TO SATISFY THE WALL BRACING CODE (ALL FEES ARE RESPONSIBILITY OF CONTRACTOR OR HOMEOWNER) PRELIMINARY PLAN 08/22/2025 MNW REVISIONS09/22/2025 MNW BID PLAN10/01/2025 MNW UP FOUNDATION INFORMATION • HOUSE FOUNDATION • GARAGE FOUNDATION • PORCH/PATIO FOUNDATION (UNEXCAVATED) • WALL THICKNESS FOR REPRESENTATION ONLY- FOUNDATION CONTACTOR/GENERAL CONTRACTOR TO VERIFY • FINAL FOOTING SIZE AND DEPTH DETERMINED BY FOUNDATION CONTACTOR/GENERAL CONTRACTOR • FOUNDATION CONTACTOR TO LOCATE PILASTERS AND SIZE FOOTINGS PER CODE AND SOIL CONDITIONS • WINDOWS/DOORS TO BE SET IN CONCRETE WALL- MAKE R.O. 3” BIGGER IN WIDTH AND HEIGHT • BEARING WALLS TO SIT ON MIN. 16” X 8”CONT. CONCRETE FOOTINGS, STUDS @ 16” O.C. WALL INFORMATION • HOUSE EXTERIOR • HOUSE INTERIOR • GARAGE FLOOR SYSTEMS • BASEMENT • FIRST FLOOR • SECOND FLOOR • STANDARD LOADING (PER SQ. FT.) 40# LL. 15# DL. • ADDITIONAL LOADING (PER SQ. FT.) (WHEN APPLICABLE) • • DURATION OF LOAD: 1.00% ROOF SYSTEMS • . DESIGNED FOR: ZONE 2 • STD. LOADING (PER SQ. FT.) 30# TCLL, 10# TCDL, 10# BCDL • DEFLECTION: LL=L/240, TL=L/180 • DURATION OF LOAD: 1.15% HEADERS • STANDARD HEADER • TOP OF WINDOW R.O.S. • MINIMUM OF (2) SHOULDER STUDS AT EACH END FOR ALL OPENINGS 6’-0” AND LARGER GENERAL INFORMATION • ALL DIMENSIONS ARE TO THE ROUGH STUD (UNLESS NOTED OTHERWISE) 2X6 WALLS=5 ½”, 2X4 WALLS =3 ½” • ALL DIMENSIONS ARE TO OUTSIDE OF FOUNDATION WALLS/BRICK LEDGES • GENERAL CONTRACTOR TO LOCATE THE FOLLOWING ITEMS IN THE FOUNDATION (WHEN APPLICABLE) FLOOR DRAINS, ELECTRIC SERVICES, WATER HEATER, SUMP PIT + PUMP, FURNACE, GAS/LP LINE, BASEMENT WINDOWS,ETC. • ACTUAL STEPS IN FOUNDATION WALLS AND LOCATION OF WINDOW WELLS TO BE DETERMINED ON-SITE BY GENERAL CONTRACTOR • DECK FRAMING SPECIFICATION TO MEET OR EXCEED REQUIREMENTS DEFINED WITHIN "APPENDIX B" OF THE WI UNIFORM DWELLING • ALL CABINET LAYOUTS ARE CONCEPTUAL-CONSULT CABINET DESIGNER FOR EXACT SIZES AND LOCATIONS OF CABINETS, APPLIANCES, AND WINDOWS • ALL DOOR HEIGHTS ARE 6'-8" UNLESS NOTED/SHOWN OTHERWISE • STUDS @ 13# DL. FOR GYPCRETE (1.5" THICK) 20# DL. FOR FIREPLACE HEARTH 10# DL. FOR TILE FLOOR 20# DL. FOR FIREPLACE FACE 25# DL. FOR GRANITE/QUARTZ 8" x 4'-0" POURED CONCRETE WALL 8" x 4'-0" POURED CONCRETE WALL 8" x 4'-0" POURED CONCRETE WALL (MIN. 4'-0" TALL) FIRST FLOOR WALL HEIGHT: 2 x 6 x 9' 1 1/8" (UNLESS NOTED/SHOWN OTHERWISE) SECOND FLOOR WALL HEIGHT: 2 x 6 x 2'-9" (UNLESS NOTED/SHOWN OTHERWISE) WALL HEIGHT: 2 x 6 x 9'-1 1/8" (UNLESS NOTED/SHOWN OTHERWISE) FIRST FLOOR WALL HEIGHT: 2 x 4 x 9' 1 1/8" (UNLESS NOTED/SHOWN OTHERWISE) SECOND FLOOR WALL HEIGHT: VARIES (UNLESS NOTED/SHOWN OTHERWISE) 4" CONCRETE SLAB 11 7/8" I-JOIST @ 16" O.C. 11 7/8" I-JOIST @ 16" O.C. (HOUSE) 20" FLOOR TRUSSES @19.2" O.C. (GARAGE) FIRST FLOOR @ 6'-11 3/8" ABOVE SUBFLOOR (UNLESS NOTED/SHOWN OTHERWISE) SECOND FLOOR @ 6'-11 3/8" ABOVE SUBFLOOR (UNLESS NOTED/SHOWN OTHERWISE) 16" O.C. (UNLESS NOTED/SHOWN OTHERWISE) ENGINEERED WOOD TRUSSES @24" O.C. NEW HOME PLAN SPECIFICATIONS DEFLECTION: LL=L/480, TL=L/360 ALL HEADERS NOT LABELED AS LVL TO BE MIN. (2) 2X10'S HEADER FOR ON-SITE (UNLESS VALUE ENGINEERED FOR OFF-SITE CONSTRUCTION) 7'-6" 7'-6" 7'-6" 7'-6" 14'-7 1/4" 13'-1 3/4" 15'-9 1/2" 7'-2 1/2" 10'-6 1/2" 15'-9" 10" RUN 8 RISERS 3'-0" 3'-9 1/2" 2X4 BRG WALL W/ CONC FTG 2X6 BRG WALL W/ CONC FTG 11'-9" 6'-6" 11'-9" 19'-0" 30'-0" 7'-10 1/2" 18'-3" 3'-10 1/2" 79'-0" 2'-0" 44'-0" 8'-0" 2'-0" 4'-0"32'-0"14'-0"2'-0" 54'-0" 30'-0" 19'-0" 30'-0" 4'-0"12'-0"13'-0"7'-0" 21'-0" 8'-0"10'-0" 54'-0" 3'-6" 15'-6" 3'-6" 15'-6" 8" DOWN CRAWL SPACE 4" CONCRETE SLAB 8" CONCRETE WALLS @ 4'-0" (U.N.O) CONCRETE FOOTINGS (SIZED BY FOUNDATION CONTRACTOR) UNEXCAVATED 4" CONCRETE SLAB PITCHED TO O.H. GARAGE DOOR 8" CONCRETE FROST WALL @ 4'-0" MIN. (U.N.O.) CONCRETE FOOTINGS (SIZED BY FOUNDATION CONTRACTOR) UNEXCAVATED 4" CONCRETE SLAB UNEXCAVATED 4" CONCRETE SLAB 6'-6" 18'-10" 30"x30"x12" CONCRETE FOOTING W.STEEL COLUMN - TYP. UNLESS NOTED OTHERWISE LOCATION OF FIREPLACE FROM ABOVE- SUPPORT TO BE DETERMINED BY CONTRACTOR VERIFY KITCHEN LOADS FROM ABOVE-SUPPORT TO BE DETERMINED BY CONTRACTOR. 79'-0" 16'-0" 18'-0" BEAM PKT. BEAM PKT. 11-7/8" I JOISTS @ 16" O/C 11-7/8" I JOISTS @ 16" O/C 11-7/8" I JOISTS @ 16" O/C 11-7/8" I JOISTS @ 16" O/C 6'-9" 5'-9 1/2" 12'-0" 10'-0" 8'-0" 1'-0" 28'-0" 1'-0" 4'-4 3/4" 25'-7 1/4" CONCRETE FOOTING CONCRETE FOOTING CONCRETE FOOTING TOP OF GARAGE FOUNDATION WALLS TO BE 1'-0" ABOVE TOP OF 4'-0" HOUSE CRAWL SPACE WALLS (DUE TO NO STEP ENTRY) JOIST LEDGE FOR FLUSH ENTRY JOIST LEDGE FOR FLUSH ENTRY 8" x 5' CONC. WALL 8" x 5' CONC. WALL 8" x 5' CONC. WALL BEAM PKT. BEAM PKT. (2) 9 1/4" LVL DROP BEAM (2) 9 1/4" LVL DROP BEAM (2) 2X10 HDR W/ 3" BRG EACH SIDE 4"6" 10" X 5' CONC. WALL 10" X 5' CONC. WALL SIDING HOUSE WRAP 7/16" OSB 2X6 @ 16" O/C FULL INSULATION 4 MIL. VAPOR BARRIER 1/2" DRYWALL RIDGE VENT ASPHALT SHINGLES ROOF FELT 1/2" OSB W/ H-CLIPS ROOF TRUSSES @ 24" ROOF TRUSSES O/C R-50 INSULATION 6 MIL. POLY 5/8" DRYWALL 3/4" T&G OSB 11 7/8" I JOIST @ 16" O/C 4" CONCRETE SLAB 6 MIL VAPOR BARRIER 1" FOAM (ADJ AS NEEDED PER HEAT LOSS CALC) DAMPPROOFING 10" CONCRETE POURED WALL ALUM. FASCIA/SOFFIT 2X6 SUBFASCIA HEEL HEIGHT-SEE ROOF PLAN FORM-A-DRAIN W/ BLEEDERS AS REQUIRED GRAVEL FILL CONCRETE FOOTING-SIZED BY FOUNDATION CONTRACTOR SILL SEAL 2X6 TREATED SILL PLATE GRADE VARIES SPRAY FOAM INSULATION SILL SEAL 2X4 TREATED SILL PLATE NOTE: ROOF VENTING + HURRICANE CLIPS/TRUSS SCREWS PER CODE 9'-1 1/8" 3'-8" 2'-9" 2'-9" T/ ROOF 26'-7 3/16" T/ ROOF 26'-7 3/16" DESIGNER: DrexelTeam.com BID PLAN -FOR BIDDING PURPOSES ONLY 1 2 3 4 5 6 7 8 9 SCALE: SHEET NO: PROJECT NO: COPYRIGHT DREXEL BUILDING SUPPLY IT IS UNLAWFUL FOR ANYONE TO USE OR REPRODUCE BY ANY MEANS ALL OR ANY PORTION OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN PERMISSION OF DREXEL BUILDING SUPPLY INC. DREXEL BUILDING SUPPLY INC. RESERVES THE RIGHT TO USE ALL OR PARTS OF THESE PLANS IN THE FUTURE. ALTHOUGH EVERY EFFORT WILL BE MADE BY DREXEL IN DESIGNING AND PREPARING THESE PLANS AND CHECKING THEM FOR ACCURACY, THE OWNER/GENERAL CONTRACTOR ASSUMES ALL RESPONSIBILITY TO CHECK ALL DETAILS AND DIMENSIONS, AND IS RESPONSIBLE FOR ANY CHANGES OR ADJUSTMENTS REQUIRED DURING CONSTRUCTION. DREXEL MAKES NO REPRESENTATION FOR OR IMPLIES ACCURACY. 1/4" = 1'-0"WEGNER RESIDENCE EPHRAIM, WI WHITE OAK BUILDERS MADDIE WISSELL T25-201-M A5 COPYRIGHT © 2025 FIRST FLOOR AREA 1366 SF SECOND FLOOR AREA 609 SF SECOND FLOOR (GARAGE) AREA 664 SF TOTAL AREA 2638 SF BREEZEWAY AREA 210 SF GARAGE AREA 951 SF 1/4" = 1'-0" FOUNDATION PLAN NOTE: ENGINEERING MAY BE NEEDED ON THIS HOME TO SATISFY THE WALL BRACING CODE (ALL FEES ARE RESPONSIBILITY OF CONTRACTOR OR HOMEOWNER) PRELIMINARY PLAN 08/22/2025 MNW REVISIONS09/22/2025 MNW BID PLAN10/01/2025 MNW 1/4" = 1'-0" FLUSH WALL SECTION 1/4" = 1'-0" KNEE WALL SECTION FOUNDATION INFORMATION • HOUSE FOUNDATION • GARAGE FOUNDATION • PORCH/PATIO FOUNDATION (UNEXCAVATED) • WALL THICKNESS FOR REPRESENTATION ONLY- FOUNDATION CONTACTOR/GENERAL CONTRACTOR TO VERIFY • FINAL FOOTING SIZE AND DEPTH DETERMINED BY FOUNDATION CONTACTOR/GENERAL CONTRACTOR • FOUNDATION CONTACTOR TO LOCATE PILASTERS AND SIZE FOOTINGS PER CODE AND SOIL CONDITIONS • WINDOWS/DOORS TO BE SET IN CONCRETE WALL- MAKE R.O. 3” BIGGER IN WIDTH AND HEIGHT • BEARING WALLS TO SIT ON MIN. 16” X 8”CONT. CONCRETE FOOTINGS, STUDS @ 16” O.C. WALL INFORMATION • HOUSE EXTERIOR • HOUSE INTERIOR • GARAGE FLOOR SYSTEMS • BASEMENT • FIRST FLOOR • SECOND FLOOR • STANDARD LOADING (PER SQ. FT.) 40# LL. 15# DL. • ADDITIONAL LOADING (PER SQ. FT.) (WHEN APPLICABLE) • • DURATION OF LOAD: 1.00% ROOF SYSTEMS • . DESIGNED FOR: ZONE 2 • STD. LOADING (PER SQ. FT.) 30# TCLL, 10# TCDL, 10# BCDL • DEFLECTION: LL=L/240, TL=L/180 • DURATION OF LOAD: 1.15% HEADERS • STANDARD HEADER • TOP OF WINDOW R.O.S. • MINIMUM OF (2) SHOULDER STUDS AT EACH END FOR ALL OPENINGS 6’-0” AND LARGER GENERAL INFORMATION • ALL DIMENSIONS ARE TO THE ROUGH STUD (UNLESS NOTED OTHERWISE) 2X6 WALLS=5 ½”, 2X4 WALLS =3 ½” • ALL DIMENSIONS ARE TO OUTSIDE OF FOUNDATION WALLS/BRICK LEDGES • GENERAL CONTRACTOR TO LOCATE THE FOLLOWING ITEMS IN THE FOUNDATION (WHEN APPLICABLE) FLOOR DRAINS, ELECTRIC SERVICES, WATER HEATER, SUMP PIT + PUMP, FURNACE, GAS/LP LINE, BASEMENT WINDOWS,ETC. • ACTUAL STEPS IN FOUNDATION WALLS AND LOCATION OF WINDOW WELLS TO BE DETERMINED ON-SITE BY GENERAL CONTRACTOR • DECK FRAMING SPECIFICATION TO MEET OR EXCEED REQUIREMENTS DEFINED WITHIN "APPENDIX B" OF THE WI UNIFORM DWELLING • ALL CABINET LAYOUTS ARE CONCEPTUAL-CONSULT CABINET DESIGNER FOR EXACT SIZES AND LOCATIONS OF CABINETS, APPLIANCES, AND WINDOWS • ALL DOOR HEIGHTS ARE 6'-8" UNLESS NOTED/SHOWN OTHERWISE • STUDS @ 13# DL. FOR GYPCRETE (1.5" THICK) 20# DL. FOR FIREPLACE HEARTH 10# DL. FOR TILE FLOOR 20# DL. FOR FIREPLACE FACE 25# DL. FOR GRANITE/QUARTZ 8" x 4'-0" POURED CONCRETE WALL 8" x 4'-0" POURED CONCRETE WALL 8" x 4'-0" POURED CONCRETE WALL (MIN. 4'-0" TALL) FIRST FLOOR WALL HEIGHT: 2 x 6 x 9' 1 1/8" (UNLESS NOTED/SHOWN OTHERWISE) SECOND FLOOR WALL HEIGHT: 2 x 6 x 2'-9" (UNLESS NOTED/SHOWN OTHERWISE) WALL HEIGHT: 2 x 6 x 9'-1 1/8" (UNLESS NOTED/SHOWN OTHERWISE) FIRST FLOOR WALL HEIGHT: 2 x 4 x 9' 1 1/8" (UNLESS NOTED/SHOWN OTHERWISE) SECOND FLOOR WALL HEIGHT: VARIES (UNLESS NOTED/SHOWN OTHERWISE) 4" CONCRETE SLAB 11 7/8" I-JOIST @ 16" O.C. 11 7/8" I-JOIST @ 16" O.C. (HOUSE) 20" FLOOR TRUSSES @19.2" O.C. (GARAGE) FIRST FLOOR @ 6'-11 3/8" ABOVE SUBFLOOR (UNLESS NOTED/SHOWN OTHERWISE) SECOND FLOOR @ 6'-11 3/8" ABOVE SUBFLOOR (UNLESS NOTED/SHOWN OTHERWISE) 16" O.C. (UNLESS NOTED/SHOWN OTHERWISE) ENGINEERED WOOD TRUSSES @24" O.C. NEW HOME PLAN SPECIFICATIONS DEFLECTION: LL=L/480, TL=L/360 ALL HEADERS NOT LABELED AS LVL TO BE MIN. (2) 2X10'S HEADER FOR ON-SITE (UNLESS VALUE ENGINEERED FOR OFF-SITE CONSTRUCTION) NOTE: CHIMNEYS SHALL EXTEND AT LEAST 2 FEET HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 10 FEET, BUT SHALL NOT BE LESS THAN 3 FEET ABOVE THE POINT WHERE THE CHIMNEY PASSES THROUGH THE ROOF. CHIMNEY 6/12 PITCH 12" HEEL HEIGHT 6/12 PITCH 12" HEEL HEIGHT 5/12 PITCH 12" HEEL HEIGHT 5/12 PITCH 12" HEEL HEIGHT 5/12 PITCH 12" HEEL HEIGHT 4/12 PITCH ADJ. HEELS 4/12 PITCH 12" HEEL HEIGHT 9/12 PITCH 30" HEEL HEIGHT 9/12 PITCH 30" HEEL HEIGHT 9/12 PITCH 30" HEEL HEIGHT 9/12 PITCH 30" HEEL HEIGHT 9/12 PITCH 32" HEEL HEIGHT 9/12 PITCH 32" HEEL HEIGHT 9/12 PITCH 32" HEEL HEIGHT 9/12 PITCH 32" HEEL HEIGHT 3/12 PITCH ADJ. HEELS 3/12 PITCH ADJ. HEELS 1'-0"1'-0"1'-0"1'-0" 1'-6" 1'-6" 1'-6" 1'-0"1'-0" 4'-2" 21'-8" 4'-2" 1'-6" 1'-6" 1'-6" 1'-6" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0"1'-0"1'-0" 1'-6" 1'-0" 1'-0" 14'-4 1/2" 13'-10" 7'-3 1/2" 6'-0" 2'-6" 2'-6"6'-0"35'-6" TO C/L OF POST TO C/L OF POST TO C/L OF POST 2 A6 3 A6 4 A6 3 A5 8'-1 1/8" SIDING HOUSE WRAP 7/16" OSB 2X6 @ 16" O/C FULL INSULATION 4 MIL. VAPOR BARRIER 1/2" DRYWALL 4" CONCRETE SLAB 6 MIL VAPOR BARRIER ALUM. FASCIA/SOFFIT 2X6 SUBFASCIA HEEL HEIGHT-SEE ROOF PLAN SILL SEAL 2X6 TREATED SILL PLATE GRADE VARIES SIDING HOUSE WRAP 7/16" OSB 2X6 @ 16" O/C FULL INSULATION 4 MIL. VAPOR BARRIER 1/2" DRYWALL RIDGE VENT ASPHALT SHINGLES ROOF FELT 1/2" OSB W/ H-CLIPS ROOF TRUSSES @ 24" O/C R-50 INSULATION 6 MIL. POLY 5/8" DRYWALL 3/4" T&G OSB 20" FLOOR TRUSSES @ 19.2" O/C 5/8" GWB SPRAY FOAM INSULATION NOTE: ROOF VENTING + HURRICANE CLIPS/TRUSS SCREWS PER CODE ALUM. FASCIA/SOFFIT 2X6 SUBFASCIA HEEL HEIGHT-SEE ROOF PLAN 9'-1 1/8" 6'-0" 8'-1 1/8" 8'-1 1/8" T/ ROOF 26'-7 3/16" T/ ROOF 26'-7 3/16" DESIGNER: DrexelTeam.com BID PLAN -FOR BIDDING PURPOSES ONLY 1 2 3 4 5 6 7 8 9 SCALE: SHEET NO: PROJECT NO: COPYRIGHT DREXEL BUILDING SUPPLY IT IS UNLAWFUL FOR ANYONE TO USE OR REPRODUCE BY ANY MEANS ALL OR ANY PORTION OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN PERMISSION OF DREXEL BUILDING SUPPLY INC. DREXEL BUILDING SUPPLY INC. RESERVES THE RIGHT TO USE ALL OR PARTS OF THESE PLANS IN THE FUTURE. ALTHOUGH EVERY EFFORT WILL BE MADE BY DREXEL IN DESIGNING AND PREPARING THESE PLANS AND CHECKING THEM FOR ACCURACY, THE OWNER/GENERAL CONTRACTOR ASSUMES ALL RESPONSIBILITY TO CHECK ALL DETAILS AND DIMENSIONS, AND IS RESPONSIBLE FOR ANY CHANGES OR ADJUSTMENTS REQUIRED DURING CONSTRUCTION. DREXEL MAKES NO REPRESENTATION FOR OR IMPLIES ACCURACY. 1/4" = 1'-0"WEGNER RESIDENCE EPHRAIM, WI WHITE OAK BUILDERS MADDIE WISSELL T25-201-M A6 COPYRIGHT © 2025PRELIMINARY PLAN 08/22/2025 MNW REVISIONS09/22/2025 MNW BID PLAN10/01/2025 MNW FIRST FLOOR AREA 1366 SF SECOND FLOOR AREA 609 SF SECOND FLOOR (GARAGE) AREA 664 SF TOTAL AREA 2638 SF BREEZEWAY AREA 210 SF GARAGE AREA 951 SF NOTE: ENGINEERING MAY BE NEEDED ON THIS HOME TO SATISFY THE WALL BRACING CODE (ALL FEES ARE RESPONSIBILITY OF CONTRACTOR OR HOMEOWNER) 1/4" = 1'-0" ROOF PLAN 1/4" = 1'-0" GARAGE SECTION 1/4" = 1'-0" GUEST BATHROOM SECTION 1/4" = 1'-0" BEDROOM DORMER SECTION 10x10 vendor tents on grass in park 4-5 RESTROOM FACILITIES Please desc1ibe where you will have portable and/or pem1anent restroom facilities for the event. (It is recomended you have at least one restroom facility per 1,000 square feet of outdoor event space). PARKING Event parking must be primarily contained on site or by an·angement with nearby property owner(s) for same. Property on which parking will be located: _______________ _ Number of people expected __ _ Number of spaces available __ _ Number of traffic-control personnel ___ _ Shuttle Service? --- Please describe your arrangements for parking and traffic control: On an attached parki.ng plan, please locate the parking facilities, traffic control personnel, the parking restriction methods and signage. Please list other methods (sawhorses, colored tape, etc.) you will utilize to restrict and parking in conjunction with signs: If off-site parking is arranged, property owner(s) should indicate agreement here Date: ---------- Parking-Site Sponsor Date: ---------- Parking-Site Sponsor Date: ---------- Parking-Site Sponsor SIGNAGE (Please attach sketch or photo of each sign) , If this is a public event, you are allowed 18 square feet of signage for your event. Signs that are solely parking or directional signs need not be counted within that 18 square . You are encouraged to have ample sigiiage regarding parking requirements to prevent parking on the roadways and direct parking to the prescribed area. 2 CD Main event signage (matedals, colors, wording, size): (?) Other signage containing name of event (mate1ials, colors, wording, size): ® No-Parking signs ------------------------ @ Directional parking signs ____________________ _ In making this application, I agree to the above requirements and the conditions placed upon the event by the Plan Committee meeting at the conditional use hearing. I accept full liability as event sponsor and absolve the Village from responsibility with regard to theft, loss, damage or liability from the event. � MeHu1,er Date: ----�----- Event Sponsor D Approved Additional conditions placed upon event by Plan Committee: D Denied Zoning Administrator Date --------------- *Event Permit is subject to the current ordillance, any changes or deviations from the sign�d event application or meeting discussions need be approved prior to the date of the event. 3 * The A-frame signs would list the event name, summer graphics, the schedule of events, and any event sponsors We are currently working with North Ephraim businesses regarding open houses/tents outside their businesses during the first Evenings in Ephraim Bondemarked (see last page for possible participating businesses.) We are currently working with North Ephraim businesses regarding open houses/tents outside their businesses during the first Evenings in Ephraim Bondemarked (see last page for possible participating businesses.) Note: Individual participating businesses may have music at their business locations ** RESTROOM FACILITIES Please desc1ibe where you will have portable and/or pem1anent restroom facilities for the event. (It is recomended you have at least one restroom facility per 1,000 square feet of outdoor event space). PARKING Event parking must be primarily contained on site or by an·angement with nearby property owner(s) for same. Property on which parking will be located: _______________ _ Number of people expected __ _ Number of spaces available __ _ Number of traffic-control personnel ___ _ Shuttle Service? --- Please describe your arrangements for parking and traffic control: On an attached parki.ng plan, please locate the parking facilities, traffic control personnel, the parking restriction methods and signage. Please list other methods (sawhorses, colored tape, etc.) you will utilize to restrict and parking in conjunction with signs: If off-site parking is arranged, property owner(s) should indicate agreement here Date: ---------- Parking-Site Sponsor Date: ---------- Parking-Site Sponsor Date: ---------- Parking-Site Sponsor SIGNAGE (Please attach sketch or photo of each sign) , If this is a public event, you are allowed 18 square feet of signage for your event. Signs that are solely parking or directional signs need not be counted within that 18 square . You are encouraged to have ample sigiiage regarding parking requirements to prevent parking on the roadways and direct parking to the prescribed area. 2 North End Path Celebration Possible Participating Ephraim Business Council Member Businesses *Located in North Ephraim* • Door County Rock & Gem • Ephraim Motel • FM 106.9 The Lodge • Fine Line Designs Gallery • High Point Inn • Island Lavender • Klaud’s Kitchen • The Modern Nomad/Sasquatch Soda • Peninsula Music Festival • The Red Barn Biscuit Co. • Red Putter Mini Golf • The Simple Solution • Sip • Somerset Inn & Suites • Summer Kitchen Restaurant • Waterbury Inn