Plan Committee — Agenda packet

VILLAGE OF EPHRAIM FOUNDED 1853 PLAN COMMITTEE MEETING AGENDA Tuesday, June 23, 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. Michael Wegner – County Q – 121-01-13312744B2 – New SFR – Design Review 7. Uselding/Brandemuehl – 101-02-19312832A – New SFR – Design Review 8. County of Door – 121-02-19312831A – Communications tower, shelter and generator 9. Beart Family Cottage – 10439 N. Shore Rd – Addition – Concept Review 10. New business for next meeting/next meeting date 11. Adjournment Please join my meeting from your computer, tablet or smartphone. https://meet.goto.com/646287981 You can also dial in using your phone. Access Code: 646-287-981 United States: +1 (872) 240-3412 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: 6/19/2026 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, MAY 26, 2026 - 12:00 PM 9996 WATER STREET Present: Andy Bartelt, Grace Held, Rick Hoyerman, Monique McClean, BD Thorp, and Ken Nelson – Chair. Absent: Laird Hart. Staff: Brent Bristol - Village Administrator and Kim Roberts - Deputy Clerk. Guests: John Cox (online). Call to Order: K. Nelson called the working session to order at 12:00 PM. K. Nelson provided an update on last month's discussion regarding signs. He explained that during the quarterly meeting with the Ephraim Business Council (EBC), he learned that they had sent out an email to get reactions on the “sail” signs. Bristol noted that he would be reaching out directly to businesses with the current ordinance language pertaining to signs and inviting businesses to participate in the upcoming dialogue regarding signs. K. Nelson reviewed the upcoming meeting schedule: June 9, June 23, July 14, July 28, August 11, and August 25. K. Nelson reviewed the summary of the comments submitted by Plan Committee members regarding the Protected Waterfront Ordinance. He invited discussion on how to best tackle the list of definitions and considerations listed. Committee members agreed they would like to work through the ordinance with a group approach. The Committee reviewed the ordinance. They spent considerable time reviewing the intent section (§17.20(1) of the ordinance. Bristol encouraged the Committee to define “open viewing space” to include the vantage point from which the views are being protected. Committee members engaged in extensive discussion about the meaning and application of open viewing space. Hoyerman suggested that the intent should focus on views toward Eagle Harbor in between structures, emphasizing that the concern was primarily about lateral views between buildings rather than vertical views affected by building height. The Committee discussed possible definitions of “open viewing space”. Hoyerman proposed that it could be defined as “views between structures toward Eagle Harbor”, with this language to be incorporated into the intent statement. They discussed whether this should remain general in the intent statement or be further specified in the design criteria sections. Hoyerman suggested adding language in the intent section after the current language “for as much open viewing space” to insert possible language such as, “particularly when views of Eagle Harbor are especially limited between homes/structures from the street.” The Committee discussed the existing language stating "structures shall be restricted to those in existence as of January 1, 1998." Members noted this language was confusing and potentially contradictory to current practices, since modifications and replacements that perhaps weren't originally contemplated have been approved. Hoyerman suggested clarifying this to specify that vacant properties as of that date shall remain vacant, while allowing modifications to existing structures under the section's provisions. A starting point for suggested language was discussed as “Properties that did not have a structure as of January 1, 1998, shall remain vacant; there shall be no new buildings or structures.” Hoyerman agreed to further work on the language to present to the Committee at the June 9 th meeting. The Committee reviewed §17.20(2) – Permitted Uses, noting that §17.20(3)(b)(2) should likely be moved under permitted uses with the addition “subject to design review.” Additionally, the work “replaced” would be struck and substituted with the word “reproduced.” The Committee reviewed §17.20(3) – Conditional Uses. No further changes were noted besides moving 2 §17.20(3)(b)(2) to the Permitted Uses - §17.20(2) and creating subsection (2)(c) for the previous §17.20(3)(b)(2). §17.20(5) Design Review. Section A – General Requirements. Bristol explained that §17.20(5)(a)(1) essentially defines the building envelope. Significant discussion centered on whether to restrict increases in building width parallel to the shoreline to preserve open viewing space. The Committee debated various approaches, from completely prohibiting width increases to allowing width modifications only when total obstruction was reduced. Bartelt questioned the original intent of the ordinance, suggesting that buildings should not be allowed to become wider than their existing dimensions, as this would be consistent with the baseline principle that "nothing changes" except as specifically allowed. Committee members explored scenarios where combining accessory structures with principal residences might either help or harm open viewing space objectives. Bristol noted that some properties could benefit from consolidating multiple small structures if done without increasing the total width obstruction. The Committee considered allowing footprint modifications and even combinations of structures, provided the principal structure's width parallel to the road did not increase. They discussed potential benefits when projects actually reduced total width obstruction by eliminating separate accessory buildings. Discussion of footprint modifications revealed complexity in balancing multiple objectives. The current ordinance prohibits increases to the total footprint of individual structures and prohibits combining structures, but members questioned whether these restrictions always served the open viewing space objective. Bristol suggested including dimensional standards directly in the Protected Waterfront Ordinance rather than referencing other ordinance sections, making the requirements clearer and more accessible. The Committee discussed §17.20(5) Design Criteria- Section B. §17.20(5)(b)(2). The Committee noted that a clear definition of visual impact was required. Further, §17.20(5)(b)(3), Thorp suggested discussing lowering the height to twenty-two feet (22’) to deter a full second floor. The Committee discussed §17.20(6) – Other Requirements. The consensus was that the information in section six, not the subsections of the section, should be moved into the Design Criteria section §17.20(7). (“Up to fifty percent (50%) of the total roof pitch square footage can be made up of dormers that may be less than 6/12, but in no case may be less than 3/12”). Additionally, the Committee determined that the percentage needed to be decreased, as well as the need for a definition of a one and a half story as well as living space. Thorp suggested reaching out to get the assistance of a local architect for input on creating a definition. Thorp and K. Nelson agreed to work on the definition and present it at the June 9th meeting. The meeting adjourned at 1:50 PM. Recorded by Kim Roberts – Deputy Clerk 1 VILLAGE OF EPHRAIM PLAN COMMITTEE MEETING MINUTES TUESDAY, MAY 26, 2026 – 7:00 PM 9996 WATER STREET ACTION ITEMS: Thorp moved, Held seconded to approve the April 28, 2026, Plan Committee Working Session minutes as presented, all ayes. Motion carried. Thorp moved, Held seconded to approve the April 28, 2026, Plan Committee minutes as presented, all ayes. Motion carried. The consensus of the Plan Committee members present was for K. Nelson as Chairman of the Plan Committee and Village Administrator Bristol to work with the Village Attorney to draft an enforcement letter, along with a fine schedule regarding the non-compliant chimney cap to Thomas Price, 9889 Water Street. Hoyerman moved, McClean seconded, to approve the new SFR Conditional Use Permit - Design Review Application for John and Victoria Cultra at 9887 Water Street, as presented, subject to the following conditions: • Removal of the exterior lights on the garage surrounding the bay window on the south elevation. • Selection of the paired, slatted shutter and door color elements, • Further submittal of future landscape and hardscape elements for general design review. K. Nelson called the question. Roll call vote: Bartlet aye, Hart nay, Held aye, Hoyerman aye, McClean aye, Thorp abstained, and K. Nelson aye. Motion carried. Thorp moved, Hart seconded to approve the Addition Conditional Use Permit - Design Review Application for Gregory Goltermann at 9917 Water Street, as presented, all ayes. Motion carried. Thorp moved, Held seconded, to approve the Addition Conditional Use Permit- Design Review Application for Roy Harsch at 9931 Water Street, as presented, subject to the following conditions: • The deed for the Munns and Harsch property exchange, as approved by the Board of Appeals be recorded with the Door County Register of Deeds. • Work is to be completed by October 31, 2026. • The attached shed on the front elevation of the property facing Water Street shall be modified prior to work commencing on the rear addition. All ayes. Motion carried. Thorp moved, McClean seconded to approve the Conditional Use Permit – Outdoor Service for Colin Welford at 10355 Bella Vista Lane, as presented, all ayes. Motion carried. Thorp moved, McClean seconded to approve the Design Review Application for deck and guard rails for Ann Abbott at 9886 Water Street, as presented, all ayes. Motion carried. Thorp moved, Held seconded, to approve the new SFR Design Review for Michael Wegner at County Highway Q – Parcel 1210113312744B2, as presented, contingent on sample material review within thirty days, all ayes. Motion carried. Thorp moved, McClean seconded to approve the sign Design Review Application for Slade and Sarah Martin of Red Barn Biscuit Company, as presented, located at 10426 Water Street to install a permanent sign thirty-five feet from the STH 42 right of way and located on top of the existing sign, all ayes. Motion carried. McClean moved, Held seconded to approve the Ephraim Business Council Event Application for 2 Ephraim’s Sweet Summer Send Off on Saturday, August 22, 2026, at Harborside Park from 1-4 PM as presented, all ayes. Motion carried. McClean moved, Held seconded to approve Ephraim Business Council Event Application for the North End Path Celebration on Monday, June 22, 2026, from 3-6 PM as presented, all ayes. Motion carried. McClean moved, Hart seconded to approve the event application for the Peninsula Pacers Wine Trail Trolley Pick Up at the Village Hall as presented on Saturday, June 27, 2026, from 10:45 AM – 4:15 PM, all ayes. Motion carried. McClean moved, Bartelt seconded to adjourn at 9:45 PM, all ayes. Motion carried. Present: Andy Bartelt, Laird Hart, Grace Held, Rick Hoyerman, Monique McClean, BD Thorp, Ken Nelson – Chair. Absent: None. Staff: Brent Bristol - Village Administrator and Kim Roberts - Deputy Clerk. Guests in person: Drew Willmann (DeLeer’s Construction), Chris Schmeltz, Dave Eliot, Roy Harsch, Kelsey Stone (EBC), and Roy Harsch. Guests online: John and Victoria Cultra, Greg Golterman, Kathy Pentler, Michael Wegner, Sarah Martin, Wanda McDonald, Caller 01, Caller 02, Gary Houchin-Miller, “John C”, Lane Methner (EBC), Nan Evanson, and “Paul”. 1. Call to order: K. Nelson called the meeting to order at 7:00 PM. 2. Quorum: A quorum of the Plan Committee was present. 3. Approval of previous minutes: Thorp moved, Held seconded to approve the April 28, 2026, Plan Committee Working Session minutes as presented, all ayes. Motion carried. Thorp moved, Held seconded to approve the April 28, 2026, Plan Committee minutes as presented, all ayes. Motion carried. 4. Changes in agenda: K. Nelson requested that agenda item 16 be moved to the first agenda item. 5. Visitors’ Comments: There were no visitors’ comments. 6. Discussion and consideration regarding Price chimney cap enforcement: Bristol provided historical context regarding the agenda item. He noted that the project included the razing of the original structure, concept review, and a conditional use design review approval. Once the project was built, a large copper chimney cap was installed, which was contrary to the approval process of the conditional use that was granted. Per ordinance, the chimney can be no taller than 25’ from the crown grade of STH 42. There has been continued communication with the builder as well as a meeting with the owners to rectify the issue. The latest communication indicates that the cap is to be removed this Friday and a new, manufactured cap is to be installed. K. Nelson noted that during the meeting with the owners last fall, there was an understanding established that was not followed through on. He recommended an enforcement letter with a set deadline of thirty (30) days, along with a fine schedule. He stressed that they had too many promises of “soon” come and go. The consensus of the Plan Committee members present was for K. Nelson as Chairman of the Plan 3 Committee and Village Administrator Bristol to work with the Village Attorney to draft an enforcement letter, along with a fine schedule regarding the non-compliant chimney cap to Thomas Price, 9889 Water Street. 7. John and Victoria Cultra – 9887 Water Street – New SFR – Conditional Use – Design Review: Bristol provided background on this application, noting the applicants had previously appeared for concept reviews and a conditional use request. The design had evolved based on feedback from the Historic Preservation Committee (HPC) and Plan Committee, with specific changes addressing roof pitch concerns over the screen porch, reducing the number of dormers on the front elevation from two to one shed dormer, and reducing exterior lighting to only locations near doorways. Thorp explained that the Historic Preservation Committee (HPC) had voted 2-1 against the application. He noted that he was unable to read a page of notes during last month’s Historic Preservation Committee meeting regarding his concerns about the project; at the time, he had voted positively to keep the meeting moving. He expressed that he had been mistaken in doing so. He stated it would be appropriate to abstain from voting on this application. Drew Willmann, representing the applicants from De Leers Construction, outlined the changes made since the previous meeting: • Raising the screen porch roof pitch to 6:12 (was previously a 4:12) to simplify the western elevation. • Reducing exterior lighting by less than half of what was originally proposed. • Combining the two shed dormers on the south elevation into one (was also changed from a gable roof to a shed roof to minimize the impact), • The applicant has provided fully dimensioned plans, material samples, and roof pitch calculations to show compliance with the 50% requirement that the total roof pitch square footage can be made up of dormers less than 6:12. • He also noted that window grilles had been unified throughout the design. Willmann distributed materials that showed inspiration components from around the Village of existing homes. Thorp provided comment from the HPC meeting. The Committee discussed that the roofline was too busy, especially on the west elevation, as well as concerns about the blue color on the shutters. Although he noted that the plan is much better than previously presented, there is still a concern about infill. Committee members raised questions about the blue slatted shutters and door color. K. Nelson expressed concern about having too much blue on the house, suggesting the shutters be a more neutral color while allowing the door to remain blue. McClean noted that the Iverson House has a blue door. The Committee discussed removing the two garage lights on the south elevation while keeping the lights near doorways. Held questioned the need for lights beyond those at doorways, emphasizing the village's dark sky initiatives. The Committee reached a consensus to remove the two garage lights on the south elevation. Material samples were reviewed, including cedar shingles, cedar siding, and copper elements. The applicants confirmed the chimney cap would remain under the 25’ height limitation measured from the crown grade of STH 42. K. Nelson noted that he liked the bay windows with the shed roof, as it brings forward the existing design into the new home. He stressed that the color of the shutters should be a condition of the approval. 4 Willmann noted that the original design had shutters. With the recent simplification of the design, paired cedar slatted shutters were added back into the design for aesthetic interest. Hoyerman moved, McClean seconded, to approve the new SFR Conditional Use Permit - Design Review Application for John and Victoria Cultra at 9887 Water Street, as presented, subject to the following conditions: • Removal of the exterior lights on the garage surrounding the bay window on the south elevation. • Selection of the paired, slatted shutter and door color elements, • Further submittal of future landscape and hardscape elements for general design review. K. Nelson called the question. Roll call vote: Bartlet aye, Hart nay, Held aye, Hoyerman aye, McClean aye, Thorp abstained, and K. Nelson aye. Motion carried. 8. Gregory Goltermann – 9917 Water Street – Addition – Conditional Use – Design Review: Bristol explained that Greg Goltermann had initially proposed a complete teardown and rebuild, but later found a contractor willing to salvage most of the first-floor structure and add a steel superstructure to support additional second-floor space. The project maintains the existing footprint with no increase, adding only second-floor square footage. He noted that the materials would tie into the existing with LP Smartside in grey with the roof shingles in driftwood that contains black, grey, and some blue greys. Thorp reported that HPC unanimously approved the application, praising the effort to maintain the original cabin's appearance while working with the committee's feedback. Committee members expressed appreciation for the approach of preserving the existing structure. Bartelt asked about the existing waterside shed roof, with Bristol confirming it would be rebuilt at a 3:12 pitch, raising the overall roof system by about 2-2.5 feet. K. Nelson also inquired about parking plans, with Bristol noting they were for construction parking since the project would be built off-season. Thorp moved, Hart seconded to approve the Addition Conditional Use Permit - Design Review Application for Gregory Goltermann at 9917 Water Street, as presented, all ayes. Motion carried. 9. Roy Harsch – 9931 Water Street – Addition – Conditional Use – Design Review: Bristol provided extensive background on this complex case involving work that began without permits. Harsch had started a small addition on the water side of his property, which exceeded side yard setbacks and violated the Protected Waterfront District's prohibition on footprint additions. After the Board of Appeals initially denied a variance from relief of the side yard setback and footprint modification, the Plan Committee updated the Protected Waterfront Ordinance to allow grandfathered footprints with conditional use review. The current proposal involves a property swap with neighbor Munns, where small triangular parcels would be exchanged to address setback issues, resulting in no net change in acreage. The Board of Appeals has conditionally approved this swap, contingent on Plan Committee approval of the footprint exchange. The concept that Harsch has proposed is to offset the 56-square-foot waterside addition by removing 56 square feet from an existing shed structure on the highway side of the property. This would result in no net increase in building footprint. Committee members engaged in a detailed discussion about whether the existing shed was part of the main structure's footprint. Bartelt and Hart questioned whether the shed, with its exterior access and potential status as a separate structure, could legitimately be counted as part of the footprint for exchange purposes. Bristol explained that the ordinance's definition of footprint is "dimensions of a single horizontal plane bounded by exterior walls of the building." Harsch explained the shed had been part of the structure since 1944 and was assessed as one unit for tax purposes. The Committee debated 5 whether conditioned versus unconditioned space made a difference, ultimately focusing on the ordinance's footprint definition based on exterior walls. A discussion was held regarding conditions to be placed on the project. Grace Held requested that the shed modification be completed before any further work on the kitchen addition. The Committee also set a completion deadline of October 31, 2026. The consensus of the Plan Committee members present was that Harsch could remove/modify 56 square feet from the shed location on the front elevation for the 56 square foot addition off the kitchen on the rear elevation, based on the interpretation that the current shed is included in the footprint, therefore it is swappable. Thorp moved, Held seconded, to approve the Addition Conditional Use Permit- Design Review Application for Roy Harsch at 9931 Water Street, as presented, subject to the following conditions: • The deed for the Munns and Harsch property exchange, as approved by the Board of Appeals, shall be recorded with the Door County Register of Deeds. • Work is to be completed by October 31, 2026. • The attached shed on the front elevation of the property facing Water Street shall be modified prior to work commencing on the rear addition. All ayes. Motion carried. Roy Harsch apologized for starting the project without permits. 10. Colin Welford – 10355 Bella Vista Lane – Conditional Use – Outdoor Service: Bristol explained the conditional use request was for outdoor food and beverage service at Welford’s Secret Garden property. He explained that any outdoor food or beverage service within the Village requires conditional use approval. Colin Welford described the large outdoor area covering up to 300 feet from the service counter, making it impractical and unsafe to require customers to return to a single service point for all needs. He requested the ability to provide table service, tea service in the garden, and other mobile service options as needed for events, while emphasizing these would not be permanent fixed stations. The Committee discussed various operational details, including hours (tentatively 9-10 AM to early evening), parking adequacy (31 spaces available), restroom facilities (2 ADA restrooms are in place), and future ownership transfer to a nonprofit. Bristol confirmed the conditional use runs with the parcel, not ownership. Correspondence from neighbors David and Deborah Lueders raised concerns about hours of operation, music, outdoor lighting, traffic impact, trash handling, restroom adequacy, and potential for noisy events like weddings. Welford addressed each concern, emphasizing the peaceful nature of the intended use and his awareness of neighbors' concerns. He stressed that he does not desire to have large crowds or big parties, but rather small private gatherings. Thorp moved, McClean seconded to approve the Conditional Use Permit – Outdoor Service for Colin Welford at 10355 Bella Vista Lane, as presented, all ayes. Motion carried. 11. Ann Abbott – 9886 Water Street – Deck/Guard Rails – Design Review: Bristol described this as a snow load damage repair project similar to others in the area. Heavy snow loads had pulled the existing deck away from the house, requiring a complete rebuild using Trex products with materials similar to previously approved projects. 6 Thorp reported that HPC had no issues with the application, noting it was consistent with other Trex deck projects they had approved. Thorp moved, McClean seconded to approve the Design Review Application for deck and guard rails for Ann Abbott at 9886 Water Street, as presented, all ayes. Motion carried. 12. Michael Wegner – County Highway Q – Parcel 1210113312744B2 - New SFR – Design Review: Bristol noted this property was located east of the Village Administrative office in an area where significant tree removal had occurred due to emerald ash borer and other dying trees. The applicant was online and available for questions, but had included 3D renderings as well as a design intent statement. Bristol added that from a dimensional standpoint, there were no issues. Michael Wegner explained the design was inspired by barn architecture, noting his wife's grandparents had owned a dairy barn and the neighboring properties had farmhouse appearances. The design would feature vertical LP Smartside siding (to look like stained wood in appearance) similar to Ephraim Clayworks, combined with stone elements and a matte dark grey/black metal roof to achieve a barn-like aesthetic. Committee members noted the absence of material samples. The Committee discussed conditional approval on receiving material samples within 30 days rather than requiring a return appearance. Hart raised questions about the attached garage and breezeway connection, seeking clarification about footprint calculations. Bristol confirmed this would be considered an attached garage due to the breezeway connection, making it part of the main structure's footprint. The design included a living space above the garage. In summary, it was conditioned space with a combination of glass and walls. Thorp moved, Held seconded, to approve the new SFR Design Review for Michael Wegner at County Highway Q – Parcel 1210113312744B2, as presented, contingent on sample material review within thirty days, all ayes. Motion carried. 13. Slade Martin – 10426 Water Street – Sign – Design Review: Bristol introduced the sign application for the Red Barn Biscuit Company, noting that while North Ephraim signs typically don't require design review due to not being in the Historic District, this application was unusual enough to warrant Committee review. The proposed 12-square-foot sign was half the permitted 24 square feet, but a tractor with an attached structure would hold the sign. He noted that the tractor was operable. Bristol read into the record a letter from applicants Sarah and Slade Martin. The letter described their intent to honor the property's history as part of the former Red Barn shops and their commitment to preserving Ephraim's charm and aesthetics. The Committee engaged in extensive discussion about whether the tractor was integral to the sign or a separate element. Through phone communication with Slade Martin, it was clarified that the sign would be mounted directly to the tractor rather than on independent posts, making the tractor the structural support for the sign. Further, Slade Martin confirmed that once the tractor and, therefore, the sign were placed over the top of the existing Cloud 9 signage foundation, landscaping would be installed around the tractor. Committee members debated precedent concerns and size limitations, with K. Nelson noting this was significantly larger than typical stone pillars used for sign support. Bartelt initially preferred an independent sign structure but acknowledged the ordinance didn't restrict support base size or type. The Committee confirmed the sign would be permanently located where the previous Cloud 9 sign had been positioned, in the grass area rather than the parking lot, with landscaping planned around the tractor 7 to prevent its movement. Discussion of the sign ordinance revealed that while vehicles decorated for advertising off-premises were prohibited, using a vehicle for on-premises advertising appeared to be contemplated and allowed. Thorp moved, McClean seconded to approve the sign Design Review Application for Slade and Sarah Martin of Red Barn Biscuit Company, as presented, located at 10426 Water Street, to install a permanent sign thirty-five feet from the STH 42 right of way and located on top of the existing sign, all ayes. Motion carried. 14. Ephraim Business Council – Event – Ephraim’s Sweet Summer Send Off: Kelsey Stone of Ephraim Business Council (EBC) presented a new family-friendly event planned for Saturday, August 22, 2026, at Harborside Park from 1-4 PM. The event would feature a children's musician, balloon animals, bubbles, and coordination with the fire department for a "touch a truck" experience with fire trucks and potentially police vehicles in the parking area. The EBC emphasized this event was designed to highlight Ephraim's family-friendly nature, particularly given the village's beer and wine-only policy and walkable business districts. Cherry Street would remain open to ensure Harborside Inn guest access. McClean moved, Held seconded to approve the Ephraim Business Council Event Application for Ephraim’s Sweet Summer Send Off on Saturday, August 22, 2026, at Harborside Park from 1-4 PM, as presented, all ayes. Motion carried. 15. Ephraim Business Council – Event – North End Path Celebration: Kelsey Stone of Ephraim Business Council (EBC) presented this celebration event for the opening of the North End Path, scheduled to coincide with the first Farmers Market on Monday, June 22, 2026, from 3- 6 PM. The event would involve businesses along the path hosting various activities, from open houses to outdoor tents, celebrating the connection between North End businesses. K. Nelson noted that the Village Board had discussed having a ribbon-cutting ceremony and directed him and Bristol to support the EBC's efforts. McClean moved, Held seconded to approve Ephraim Business Council Event Application for the North End Path Celebration on Monday, June 22, 2026, from 3-6 PM, as presented, all ayes. Motion carried. 16. Peninsula Pacers – Event – Wine Trail Trolley Pick Up at the Village Hall: Bristol explained this was an event permit for a pickup location rather than an event occurring in Ephraim, as other communities were providing similar pickup points for Peninsula Pacers events. Dave Eliot, a representative from Peninsula Pacers, described the June 27th wine event in Bailey's Harbor, explaining that bus stops in multiple communities were designed to prevent drinking and driving by providing shuttle service. The Ephraim stop at the Village Hall would serve downtown hotels, with the new North End path allowing northern hotel guests to walk down for pickup. The shuttle would operate from 10:45 AM to 4:15 PM with stops every 35-45 minutes, picking up passengers efficiently without extended idling. Eliot emphasized that promotional materials would direct people to use ample parking locations in other communities rather than driving to Ephraim for pickup. Committee members discussed walking accessibility from North End hotels, acknowledging the incomplete nature of the current path system. Questions were raised about parking impacts, but Eliot confirmed the previous years’ experience had generated minimal complaints, and the emphasis on hotel guest service rather than drive-up parking helped address these concerns. McClean moved, Hart seconded to approve the event application for the Peninsula Pacers Wine Trail Trolley Pick Up at the Village Hall, as presented, on Saturday, June 27, 2026, from 10:45 8 AM – 4:15 PM, all ayes. Motion carried. 17. New business for next meeting / next meeting date: The next meeting date of the Plan Committee is June 23, 2026, at 7:00 PM. 18. Adjournment: McClean moved, Bartelt seconded to adjourn at 9:45 PM, all ayes. Motion carried. Recorded by, Kim Roberts – Deputy Clerk 1 VILLAGE OF EPHRAIM PLAN COMMITTEE WORKING SESSION MEETING MINUTES TUESDAY, JUNE 9, 2026 - 12:00 PM 9996 WATER STREET Present: Laird Hart, Rick Hoyerman, Monique McClean, BD Thorp, and Ken Nelson – Chair. Absent: Andy Bartelt and Grace Held. Staff: Brent Bristol - Village Administrator and Kim Roberts - Deputy Clerk. Guests: John Cox (online) and Kathy Pentler (online). Call to Order: K. Nelson called the working session to order at 12:01 PM. K. Nelson presented observations from Bartelt's nephew, an architect, who analyzed the Village's current Protected Waterfront ordinance. The architect identified the biggest problem was the roof pitch requirements, noting that the allowance of flatter roofs at twenty-three feet (23’) allows for an easy design of a 2-story house. The architect recommended going to a twenty-foot (20’) absolute height maximum, which would allow plenty of room to do a story and a half. K. Nelson expressed concern about what happens when someone tears down a house that currently exceeds twenty-three (23‘), questioning whether they would be restricted to the new height limits with a rebuild. He identified the biggest change from previous ordinances as §17.20(5)(a)(2), which allows footprint modifications in the Protected Waterfront District. He suggested that the Committee consider not allowing changes to the footprint to maintain the look of the Protected Waterfront District. He argued that allowing footprint modifications leads to houses that look uniform. He suggested that architects, seeking maximum square footage, would design square or rectangular structures regardless of the original house's character. He proposed restricting changes to footprints, allowing people to maintain existing footprints unless making them narrower. He noted that six (6) houses currently have more than fifteen hundred square feet (1,500 ft 2) on the first floor. Unrestricted footprint modifications could result in very large structures. Hoyerman disagreed with completely restricting footprint modifications, arguing that such restrictions would be too limiting. He suggested that people should have some flexibility to modify their properties while maintaining design review standards. Hoyerman proposed allowing modifications that don't increase width, particularly in incorporating accessory structures into the main building. Further, he suggested making the modification of the footprint a permitted use subject to design review. The Committee discussed the current intent statement and the draft that Hoyerman prepared. Current Intent: 1) INTENT. 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. As an important contributing component of the Ephraim Historic District Ordinance §17.26, owners of residences in the Protected Waterfront “PW” District are encouraged to use and maintain their existing residences. Since most of the residential buildings in this area are sited on small non-conforming lots that would otherwise prohibit the erection of such structures under the existing ordinance unless otherwise noted or provided for in this section, structures shall be restricted to those in existence as of January 1, 1998. Draft language from Hoyerman: 1) 1) INTENT. The open shoreline is one of Ephraim’s most distinctive features and is also characterized by buildings sited on mostly small non-conforming lots. This ordinance is intended to preserve the open views of the shoreline as well as the historic appearance of Ephraim’s built environment while also allowing for some leeway for (PW) property owners to modify or replace their residences. Consistent with the intent and provisions of the Ephraim Historic District Ordinance (§17.26), property owners are encouraged to use and maintain their existing residences. However, if residential modification or replacement is desired, said modification or replacement must strictly conform to the provisions of §17.20 and §17.26. New 2 construction is generally prohibited in the PW district as structures are limited to those existing on or before January 1, 1998, unless specifically noted in this section. The Committee reviewed Hoyerman's draft intent language, and Committee members discussed clarifying that no additional structures beyond those existing in 1998 would be allowed, addressing concerns about vacant lots. They agreed to use consistent language referencing the current 1998 baseline and to remove potentially confusing qualifying language. Hoyerman agreed to continue working on the “Intent” section by removing “generally” and “unless specifically noted in this section” from his draft language. The Committee further requested that another sentence be added back into the intent statement addressing “no new structures” pertaining to “vacant lots”. K. Nelson and Thorp presented their work on defining a one-and-a-half-story house: “A 1-1/2 Story House has a full first floor with full height interior walls (normally 8’ - 10’ high) and an upper level that has less floor area than the first floor. The upper level has steeply pitched roofs with gables and dormers (normally with windows). The upper level typically has sloped ceilings with knee walls (normally 5 - 7’ high) that define the floor area. These features reduce the floor area on the upper level.” The Committee discussed knee wall requirements and the challenge of distinguishing between living space and storage areas. They debated whether to include specific percentage limitations (such as the upper level having no more than 50% of the first floor's square footage) or to rely on roof pitch requirements to naturally limit second- floor space. Bristol suggested that roof pitch restrictions might be more effective than trying to define habitable space. The Committee extensively discussed roof pitch requirements, with K. Nelson advocating limiting roof pitches to a 6/12 to 12/12 range, noting that a 3/12 pitch enabled full two-story construction. Steeper pitches would naturally limit second-floor space. Committee members considered allowing limited shed dormers with flatter pitches to provide design variety. They discussed limiting shed dormers to a specific linear footage to avoid creating effectively full second floors. K. Nelson offered to write the shed dormer allowance based on square footage or percentage, depending on the roof system. The Committee held a conversation on how to handle existing structures that exceed proposed height limits. They discussed allowing "reproduction" of existing non-conforming structures, meaning property owners could rebuild identical structures but would be subject to new restrictions if they chose to modify or expand their footprints. K. Nelson suggested this approach would encourage preservation of existing structures while preventing new construction from exceeding height and bulk limits. The Committee recognized the need to define "reproduction" clearly in the ordinance. The Committee reviewed design criteria requirements, emphasizing that projects must be consistent with the Historic District character. They discussed concerns about overly complex roof lines, referencing a recent project that some members felt was too complicated. Bristol noted that the Historic District Ordinance already requires simplicity as a key design principle, with roof pitches between 3/12 and 12/12. However, the Committee agreed that the 3/12 minimum was problematic for the Protected Waterfront District's goals. K. Nelson suggested defining house attachments such as decks, porches, screened porches, and window porches as another way to control bulk, as well as replacement criteria, including roof pitch. Kathy Pentler raised the issue of restricting construction during tourist season, citing examples from condominium associations that prohibit construction between Memorial Day and Labor Day. She noted that construction noise and disruption significantly impact the quality of the short tourist season. The Committee agreed to consider seasonal construction restrictions, with Bristol suggesting that noise ordinance modifications might be more practical than zoning restrictions. The meeting adjourned at 1:39 PM. Recorded by Kim Roberts – Deputy Clerk 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 S:\EPHRAIM\Office Forms\Zoning\Forms\Building\BUILDING PERMIT APPLICATION.doc 1 Pl ease 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 Co ntractor/Contact: _ __________Address__ _____ Phone(s) _ _____________________ Cell Phone (______) _______________________ 2. Type of Improvement ___ New Building Ac cessory Structures ___ A ddition ___ 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): $________________ Inc lude 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/Z ONING 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 James & Sarah Uselding and Michael & Rachel Brandemuehl Hillcrest Builders & Construction Everett Court, Lot 7, Everett Acres Subdivision, Village of Ephraim 5/26/2026 Ranch design w/ 2 car garage traditional architecture (2) gables on front elevation, (1) shed dormer, band board with thin veneer stone on bottom of home. Framed on site with 8:12 roof pitch TBD -by Buyer Roofing color: Driftwood / Siding color: Snow White / Shake color: Snow White Stone Veneer: Fond du Lac County Squire / Front door color: SW#7069 Iron Ore Window color: White / Garage door color: White / Trim color: White S:\EPHRAIM\Office Forms\Zoning\Forms\Building\Land Disturbance.doc VI LLAGE OF EPHRAIM APP LICATION FOR LAND DISTURBANCE PERMIT The undersigned hereby applies for a permit to undertake a land disturbance activity as described herein. The undersigned agrees that all work shall be done in accordance with the requirements of the Village of Ephraim Surface Runoff, Erosion and Sedimentation Control Ordinance and with all other applicable Village ordinances and the laws of the State of Wisconsin. 1. Owner Name ___________________________ Telephone __ __ Address _ _________________ 2. Location of land disturbance activity (street or road, fire number) _________________________________________________________________ 3. Description: ___Excavation ___Trenching ___Grading ___Removal of ground cover ___Filling ___Land subdivision Other_______________________________________________ Area and/or volume of disturbance activity ________________________________ 4. Purpose of disturbance activity__________________________________________ 5. List the names and addresses of all abutting property owners___________________ ___________________________________________________________________ ___________________________________________________________________ 6. Control plan: All applicants shall submit a plan to control runoff, erosion and sedimentation which would result from the proposed activity. The control plan shall contain the following information as indicated by the Zoning Administrator: (a) An existing conditions map at a scale not smaller than 1” = 25 ‘, with the following information: i Site plan showing existing structures and type of vegetative cover; ii EXISTING topography of the site and those contiguous properties necessary to show drainage patterns that may be affected. This information shall be presented as: ___topographic map at 5-foot contour intervals, OR ___simplified map showing the slope of the land (b) A proposed development plan which presents the following information: S:\EPHRAIM\Office Forms\Zoning\Forms\Building\Land Disturbance.doc i PROPOSED topography of the site after implemention of the development, including the finished grade, stated in feet horizontal to feet vertical, of cut-and- fill slopes presented as: ___topographic map at 5-foot contour intervals OR ___simplified map showing the slope of the land ii Location of proposed land disturbance, location and dimensions of any proposed additional structures on the site, locations of all areas to be vegetatively stabilized and areas that will be left undisturbed. iii Provisions designed to control surface runoff and soil erosion (e.g. location of silt fencing, bales, etc.). iv Kinds of utilities and proposed areas of installation (note: new construction must have utilities installed underground). v Areas that will be covered with buildings, graveled or paved, in square feet or to scale on the map. vi Makeup of proposed surface soil (upper 6”). Use descriptions such as lawn, turf, shrubbery, trees, riprap, mulch, forest cover. (c) A timing schedule indicating the anticipated start and completion dates of the development sequence. Start__________________ Completion___________________ If checked here ____, also the time of exposure of each area of soil disturbing activity prior to completion of measures to control erosion, sedimentation and runoff_____________________________________________________ __________________________________________________________ (d) Other information designated by the Zoning Administrator______________ _____________________________________________________________ __________________________________ ___________________________ Applicant’s Signature Date FOR OFFICE USE: _________land disturbance only _______in conjunction with building permit Approved________________ County approval________________ Denied_________ ________________________________ __________________________ FRONT ELEVATION SCALE: 1/4" = 1'-0" 9'-1 1/8" TOP OF STUDWALL TOP OF SUBFLOOR FLOOR SYSTEM TOP OF WINDOWS 7'-10" 9'-0" TOP OF SLAB 5/4x LP KICK BOARD 5/4 x 10 LP SMART TRIM 5/4 x 6 LP SMART TRIM FRIEZE BOARD VINYL WINDOWS DIMENSIONAL SHINGLES STONE VENEER VINYL CORNERS VINYL SIDING VINYL SHAKES VINYL J-BLOCK (JUMBO BLOCK) AT EXT LIGHTS (TYP) 5/4 x 4 LP SMART TRIM O.H. TRIM W/ 3/4" x LP SMART TRIM O.H. JAMBS 5/4 x 4 LP TRIM AROUND FRONT WINDOWS/DOORS ONLY LP SMART WRAPPED COLUMN/HEADER 18"x24" RECTANGULAR DECORATIVE VENT 5'-9 3/4" 6'-6 1/4" TOP OF DORMER WALL TOP OF DORMER WINDOW 24'-2" SHEET 1 OF 8 SQUARE FOOTAGE FIRST FLOOR LIVING AREA FINISHED BASEMENT AREA GARAGE AREA FRONT PORCH AREA REAR PORCH/DECK AREA SQUARE FEET BASEMENT AREA 1804 1804 1414 624 90 320 SQUARE FEET SQUARE FEET SQUARE FEET SQUARE FEET SQUARE FEET TOTAL FINISHED LIVING AREA 3218 SQUARE FEET NOTES FOUNDATION · FOUNDATION WALL TO FOOTING CONNECTION TO BE DOWELED WITH #4 DOWELS AT 24" O.C. DOWELS EMBEDDED 6" INTO GROUND AND 18" INTO THE WALL · ALL CONCRETE FOOTINGS TO BE A MINIMUM OF 48" BELOW FINISHED GRADE AS REQ'D BY SOIL CONDITIONS AND BUILDING CODES · DECK FOOTINGS SHALL COMPLY WITH STATE OF WISCONSIN BUILDING CODE CHAPTERS SPS 320-325 APPENDIX B · MOISTURE BREAK REQ'D AT ALL BEAM POCKETS · SEE CODE AND LOCATE ALL FOOTING, PILASTERS, WINDOW AND SUMP. MASON TO FOLLOW ALL STATE AND LOCAL CODES · ALL WINDOW WELLS TO BE STD. 32"x16" WINDOW UNIT W/ GALV. AREA WELL W/ DRAIN TILE EXTENDED INTO WINDOW WELL AREA · FLOOR SYSTEM IS 11 7/8" I-JOISTS UNLESS NOTED OTHERWISE. ALL BEAM, HEADER, AND FLOOR SYSTEM SIZES MUST BE VERIFIED W/ ROOF FRAMING PLAN TRUSS LAYOUT. ALL ENGINEERING BY SUPPLIER GENERAL · FOUNDATION DESIGN TO BE BUILT ON MIN 2,000 PSF SOIL CONDITIONS OR BETTER · POURED CONCRETE WALL(S) TO MEET 3,500 PSI CONCRETE · HOUSE WALLS TO BE 8" x 8'-0" POURED CONCRETE WALLS W/ 22"x8" CONTINUOUS FTG UNLESS NOTED OTHERWISE · GARAGE AND STOOP WALLS TO BE 6" x 4'-0" POURED CONCRETE WALLS, PER PLAN, W/ 22"x8" CONTINUOUS FTG UNLESS NOTED OTHERWISE · FOUNDATION WALL -HORIZONTAL REINFORCEMENT FOR A "PLAIN" CONCRETE WALL PER SPS 321.02(3)(d) AND ACI 321-14 SECTION 8.2.7. (2) #4 BARS ARE REQUIRED FOR WALLS LESS THAN 6'. FOR WALLS 6'-8' TALL (3) #4 BARS ARE REQUIRED HORIZONTALLY. FOR WALLS 8'-10' TALL (4) #4 BARS ARE REQUIRED HORIZONTALLY. (1) WITHIN 24" OF THE TOP OF THE FOUNDATION WALL (1) WITHIN 24" OF THE BOTTOM OF THE FOUNDATION WALL. THE OTHERS EVENLY SPACED. LAP LENGTH SHALL BE MINIMUM 24". AT CORNERS, EXTEND #4 BARS AROUND CORNER AND LAP A MINIMUM 15". 8' TALL WALL WITH UNBALANCED FILL TO BE 4,000 PSI OR HAVE VERTICAL REBAR INSTALLED AT 22" ON CENTER IF USING #4 BARS OR 33" ON CENTER IF USING #5 BARS · EXTERIOR HOUSE WALLS ARE 2x6 (5 1/2") STUDS AT 16" O.C. · EXTERIOR GARAGE WALLS ARE 2x4 (3 1/2") STUDS AT 16" O.C. · INTERIOR PARTITION WALLS ARE 2x4 (3 1/2") AT 16" O.C. · DIMENSIONS ARE STUD TO STUD · EXTERIOR SHEATHING, PER PLAN, TO BE INSTALLED ON ALL EXTERIOR WALL SURFACES BETWEEN "CONDITIONED" AND "UNCONDITIONED" SPACES INCLUDING ATTICS WHERE APPLICABLE · ALL BEARING HEADERS ARE 2-PLY 2x12 UNLESS OTHERWISE NOTED · WINDOW AND DOOR SIZES ARE IN FEET AND INCHES REFER TO FINAL WINDOW/DOOR PACKET FOR ROUGH OPENINGS · FRAMER RESPONSIBLE FOR ALL BLOCKING AND FIRE-BLOCKING AS REQUIRED BY CODE · MINIMUM 8" HEEL HEIGHT OVER HEATED SPACES · PROVIDE ATTIC ACCESS AS REQUIRED BY CODE LOCATION(S) TBD ON SITE AT TIME OF FRAMING (MIN. SIZE 14"x24") ILLCREST buildersH V I S IT U S A T w w w . h i l l c r e s t b u i l d e r s . c o m JOB NO. MODEL: ELIZABETH NOTE: THESE PLANS ARE THE PROPERTY OF HILLCREST BUILDERS AND MAY NOT BE REPRODUCED, COPIED IN ANY MANNER WITHOUT WRITTEN CONSENT. ALTHOUGH EVERY EFFORT HAS BEEN MADE IN PREPARING THSE PLANS & CHECKING THEM FOR ACCURACY, THE CONTRACTOR MUST CHECK ALL DETAILS AND DIMENSIONS AND BE RESPONSIBLE FOR THE SAME HILLCREST BUILDERS P.O. BOX 28 GLENBEULAH, WI 53023 PH: (920) 526-3028 FAX: (920) 526-3301 REVISIONS: 1-7-2026CUSTOMER: JOB ADDRESS: COUNTY: L25-041 EM DOOR USELDING - BRANDEMUEHL RESIDENCE EVERETT COURT LOT 7, EVERETT ACRES SUBDIVISION VILLAGE OF EPHRAIM 1-22-2026 EM 3-23-2026 EM/TM 3-25-2026 EM ROUGH OPENING SCHEDULE · INTERIOR DOORS (INCLUDING BI-FOLDS) = DOOR + 2" · DOUBLE DOOR (STANDARD) = DOOR + 2" · DOUBLE DOOR (W/ ASTRAGAL) = DOOR + 3" · POCKET DOOR = DOOR WIDTH x2 + 2"/ HGT = 82 1/2" · BI-PASS DOOR = DOOR WIDTH x2 + 1" THESE ARE "TYPICAL" ROUGH OPENINGS OF "COMMON" DOORS SUPPLIED BY DREXEL BUILDING SUPPLY. THESE ARE ONLY GUIDELINES AND IT IS THE RESPONSIBILITY OF SUB-CONTRACTOR TO VERIFY ANY ROUGH OPENINGS INTERIOR DOORS PROJECT DESCRIPTION: APPLICABLE MUNICIPAL CODES BUILDING: WISCONSIN UNIFORM DWELLING CODE (UDC), SPS 320–325 PLUMBING: WISCONSIN ADMINISTRATIVE CODE SPS 381–387 ELECTRICAL: WISCONSIN ADMINISTRATIVE CODE SPS 316 MECHANICAL (HVAC): WISCONSIN UNIFORM DWELLING CODE SPS 323 DECK: WISCONSIN UDC SPS 320–325, APPENDIX B 1-FAMILY DWELLING DESIGNED UNDER THE WISCONSIN UNIFORM DWELLING CODE (UDC) REVIEW SET - NOT FOR CONSTRUCTION!!! REAR ELEVATION SCALE: 3/16" = 1'-0" 9'-1 1/8" TOP OF STUDWALL TOP OF SUBFLOOR FLOOR SYSTEM TOP OF WINDOWS 7'-10" 9'-0" TOP OF SLAB 24'-2" RIGHT ELEVATION SCALE: 3/16" = 1'-0" 20'-4 1/2" 5/4x LP KICK BOARD 5/4x12 LP SMART TRIM WINDOW HEADER TRIM CUT TO FIT AS REQ'D EXTEND EACH END BEYOND WINDOW WELL 4" TRIM REMAINING (3) SIDES OF WINDOW W/ 5/4 x 6 LP SMART TRIM (RIP AS REQ'D) 4'-7 1/2" SHEET 2 OF 8 ILLCREST buildersH V I S IT U S A T w w w . h i l l c r e s t b u i l d e r s . c o m JOB NO. MODEL: ELIZABETH NOTE: THESE PLANS ARE THE PROPERTY OF HILLCREST BUILDERS AND MAY NOT BE REPRODUCED, COPIED IN ANY MANNER WITHOUT WRITTEN CONSENT. ALTHOUGH EVERY EFFORT HAS BEEN MADE IN PREPARING THSE PLANS & CHECKING THEM FOR ACCURACY, THE CONTRACTOR MUST CHECK ALL DETAILS AND DIMENSIONS AND BE RESPONSIBLE FOR THE SAME HILLCREST BUILDERS P.O. BOX 28 GLENBEULAH, WI 53023 PH: (920) 526-3028 FAX: (920) 526-3301 REVISIONS: 1-7-2026CUSTOMER: JOB ADDRESS: COUNTY: L25-041 EM DOOR USELDING - BRANDEMUEHL RESIDENCE EVERETT COURT LOT 7, EVERETT ACRES SUBDIVISION VILLAGE OF EPHRAIM 1-22-2026 EM 3-23-2026 EM/TM 3-25-2026 EM REVIEW SET - NOT FOR CONSTRUCTION!!! 1/8" = 1'-0" ROOF LAYOUT 1'-5" 1'-5" 1'-5" 28'-10" FULL RETURN 8:12 12" HEEL 8:12 12" HEEL 8:12 12" HEEL 8:12 12" HEEL 8:12 12" HEEL 8:12 12" HEEL 1'-9"1'-9" 3'-0" 3'-0" 10:12 18.25" HEEL 10:12 18.25" HEEL 8:12 12" HEEL 10:12 18.25" HEEL 10:12 16.5" HEEL 8:12 12" HEEL 8:12 12" HEEL 8:12 12" HEEL RETURN RETURN 4'-0" 6'-0" 3'-6" 9" 1'-0" 4.5:12 2x10 RAFTERS @ 24" O.C. 8'-0" 19'-6" DECORATIVE DORMER 1'-0" 14'-10" FULL RETURN LEFT ELEVATION SCALE: 3/16" = 1'-0" 8'-1" WINDOW R.O. A.S.F. A/C UNIT TOP OF SUBFLOOR1'-10" 16'-0" 5/4x12 LP SMART TRIM WINDOW HEADER TRIM CUT TO FIT AS REQ'D EXTEND EACH END BEYOND WINDOW WELL 4" TRIM REMAINING (3) SIDES OF WINDOW W/ 5/4 x 6 LP SMART TRIM (RIP AS REQ'D) STATIC VENT · ARCHITECTURAL SHINGLES W/ 15# FELT UNDERLAYMENT · 1/2" OSB ROOF SHEATHING W/ H-CLIPS · INSTALL ICE AND WATER SHIELD WITHIN 3' OF EAVES AND AT ALL VALLEYS · INSTALL CONTINUOUS RIDGE VENTING IN ALL APPLICABLE LOCATIONS · ALL DIMENSIONS ARE STUD TO STUD · TOP VIEW OF ROOF SHOWN FOR REFERENCE ONLY REFER TO FINAL ENGINEERED TRUSS LAYOUTS · ALL HEEL HEIGHTS TO BE VERIFIED UPON FINAL TRUSS LAYOUTS CONTINUOUS RIDGE VENT NOTES LEGEND SHEET 3 OF 8 ILLCREST buildersH V I S IT U S A T w w w . h i l l c r e s t b u i l d e r s . c o m JOB NO. MODEL: ELIZABETH NOTE: THESE PLANS ARE THE PROPERTY OF HILLCREST BUILDERS AND MAY NOT BE REPRODUCED, COPIED IN ANY MANNER WITHOUT WRITTEN CONSENT. ALTHOUGH EVERY EFFORT HAS BEEN MADE IN PREPARING THSE PLANS & CHECKING THEM FOR ACCURACY, THE CONTRACTOR MUST CHECK ALL DETAILS AND DIMENSIONS AND BE RESPONSIBLE FOR THE SAME HILLCREST BUILDERS P.O. BOX 28 GLENBEULAH, WI 53023 PH: (920) 526-3028 FAX: (920) 526-3301 REVISIONS: 1-7-2026CUSTOMER: JOB ADDRESS: COUNTY: L25-041 EM DOOR USELDING - BRANDEMUEHL RESIDENCE EVERETT COURT LOT 7, EVERETT ACRES SUBDIVISION VILLAGE OF EPHRAIM 1-22-2026 EM 3-23-2026 EM/TM 3-25-2026 EM REVIEW SET - NOT FOR CONSTRUCTION!!! 9' BASEMENT 4" CONCRETE SLAB OVER 6 MIL. POLY VAPOR BARRIER & CRUSHED STONE 12'-0"15'-0" UNEXCAVATED 3'-4" 3'-4" 5'-2" UP 16R 9" TRDS 10" THICK FDN WALL W/ (2") ALLOCATED FOR LEDGE DN 8" W/ FTG 6" THICK FROST WALL W/ FTG 10" THICK FDN WALL W/ FTG 4" CONCRETE SLAB SLAB PITCHED AWAY FROM HOUSE SUMP CROCK DISCHARGE TO GRADE WATER HEATER WATER SPIGOT 8" THICK FROST WALL W/ (2") ALLOCATED FOR LEDGE DN 8" GARAGE SIDE AND (2") ALLOCATED FOR LEDGE PORCH SIDE W/ FTG T/PORCH FROST 100'-0" W.S. PREP ONLY CARPET CARPET UNEXCAVATED 4" CONCRETE SLAB SLOPE GARAGESLAB TO O.H. DR 6" THICK FROST WALL W/ (2") ALLOCATED FOR LEDGE DN 8" W/ FTG T/GARAGE FROST 100'-0" DN 8" AT DOOR DN 8" AT DOOR BASEMENT PLAN SCALE: 3/16" = 1'-0" UNEXCAVATED 4" CONCRETE SLAB SLAB PITCHED AWAY FROM HOUSE 8" THICK FROST WALL W/ FTG T/PORCH FROST 100'-0" 11'-2" 53'-0" 30'-0" 37'-0" 24'-0" 76'-0" 26'-0" 53'-0" 25'-6" 10'-0" FLOOR DRAIN FURN. 5'-0" SLIDER 4-3/4-6 MASONRY R.O. = 5'-0" x 5'-4" EGRESS WINDOW WELL6 EW 5'-0" SLIDER 4-3/4-6 MASONRY R.O. = 5'-0" x 5'-4" EGRESS WINDOW WELL 6 EW 5'-0" SLIDER 4-3/4-6 MASONRY R.O. = 5'-0" x 5'-4" EGRESS WINDOW WELL 6 EW 3'-6"12'-0"4'-6" 7'-9"9'-0"9'-7"7'-10" 11'-6" 20'-6" 17'-0" 74'-0" 20'-0" 9'-0"8'-2 1/2" DROPPED LVL BEAM REFER TO FINAL I-JOIST LAYOUT -BY SUPPLIER BEAM POCKET BEAM POCKET DROPPED LVL BEAM REFER TO FINAL I-JOIST LAYOUT -BY SUPPLIER BEAM POCKET BEAM POCKET FINISH BASEMENT -REFER TO BASEMENTFINISH LAYOUT SHEET 4.1 ROUGH-IN PLUMBING (REFER TO BSMT LAYOUT PLAN SHEET 4.1) REPRESENTS 2-ZONE HVAC DUCT LOCATION, ADDITIONAL ZONES ( IF APPLICABLE ), TBD ON SITE 3" DIA. STEEL POSTS ON 36"x36"x12" REINFORCED CONCRETE PAD W/ (4) #4 REBAR EACH WAY (TYP UNLESS NOTED OTHERWISE) 1 1/2" FOAM SHEATHING W/ 2x4 FRAMING AT EXTERIOR FOUNDATION WALLS W/ DRYWALL (TYPICAL AT FINISHED BASEMENT AREAS UNLESS OTHERWISE SPECIFIED) DASHED WALLS REPRESENTS FUTURE ROOMS IN BASEMENT PROPOSED MECHANICAL(S) LOCATION, UNLESS OTHERWISE NOTED. STD. MECHANICALS INCLUDES: FURNACE, WATER HEATER AND FLOOR DRAIN WATER SPIGOT T/FDN (HOUSE) 100'-0" 16'-0"14'-0" 2'-5"3'-2"18'-5" 4'-11" 16'-2" 4'-11" 27'-0" GAS LOCATION T.B.D. 20'-4 1/2" 9'-5"17'-1 1/2"11'-11 1/2" 10" 23'-4" 6" 1'-0" 14'-6" 8" 25'-0" 6" 10'-6" 10" 18'-9 1/2" 10" 1'-0" 14" THICK FDN WALL W/ (4") ALLOCATED FOR LEDGE W/ FTG 12" THICK FDN WALL W/ (4") ALLOCATED FOR LEDGE W/ FTG 4'-7 1/2" 16'-4" 10'-0" 8" THICK FROST WALL W/ FTG 12'-6"13'-0" 13'-4" 10" 10" THICK FDN WALL W/ FTG 2'-1 3/4" 9'-6 1/4" 10" THICK FDN WALL W/ FTG 6" 1'-0" 10" 10" 10" 10" 10" THICK FROST WALL W/ FTG ELECTRIC LOCATION SHEET 4 OF 8 ILLCREST buildersH V I S IT U S A T w w w . h i l l c r e s t b u i l d e r s . c o m JOB NO. MODEL: ELIZABETH NOTE: THESE PLANS ARE THE PROPERTY OF HILLCREST BUILDERS AND MAY NOT BE REPRODUCED, COPIED IN ANY MANNER WITHOUT WRITTEN CONSENT. ALTHOUGH EVERY EFFORT HAS BEEN MADE IN PREPARING THSE PLANS & CHECKING THEM FOR ACCURACY, THE CONTRACTOR MUST CHECK ALL DETAILS AND DIMENSIONS AND BE RESPONSIBLE FOR THE SAME HILLCREST BUILDERS P.O. BOX 28 GLENBEULAH, WI 53023 PH: (920) 526-3028 FAX: (920) 526-3301 REVISIONS: 1-7-2026CUSTOMER: JOB ADDRESS: COUNTY: L25-041 EM DOOR USELDING - BRANDEMUEHL RESIDENCE EVERETT COURT LOT 7, EVERETT ACRES SUBDIVISION VILLAGE OF EPHRAIM 1-22-2026 EM 3-23-2026 EM/TM 3-25-2026 EM REVIEW SET - NOT FOR CONSTRUCTION!!! UNEXCAVATED SUMP CROCK DISCHARGE TO GRADE UNEXCAVATED 4" CONCRETE SLAB FINISHED BASEMENT PLAN SCALE: 3/16" = 1'-0" UNEXCAVATED GAS LOCATION T.B.D. ELECTRIC LOCATION 3'-4" 3'-4" UP 16R 9" TRDS CARPET CARPET 10'-3 1/2" 10'-4" 2'-1" 6'-8"3'-4" 5'-0" 11'-4" 5'-3 1/2"4'-0 1/2"7'-0" 2'-1"12'-6" UNFINISHED 3'-4"1'-0 1/2" 3'-8" 3'-5 1/2" 5'-9"3'-0" 60"x34" SHOWER UNIT 8'-9" 3'-10 1/2" 7'-6" 3'-4" 2'-9" 10'-10" 30682868 2868 2868 2868 2868 5068 5068 SINGLE ROD SINGLE SHELF SINGLE ROD SINGLE SHELF SINGLE ROD SINGLE SHELF BEDROOM 4 CARPET BEDROOM 5 CARPET BEDROOM 6 CARPET REC ROOM CARPET BATH 3 VINYL SHADED AREA REPRESENTS DROPPED FRAMED CEILING AS REQUIRED FOR HVAC 11'-0" 7" 9'-3 1/2" 7'-2 1/2" 13'-0" 6'-0" 10'-10" 26'-6" 8'-4"3'-3 1/2" 7'-6 1/2" FRIDGE BELOW WET BAR LAMINATE LAMINATE CARPET 37'-4" 1'-4 1/2"15'-10 1/2" 7" 5 1/2" 5" 5" 5" 7" REPRESENTS 2-ZONE HVAC DUCT LOCATION, ADDITIONAL ZONES ( IF APPLICABLE ), TBD ON SITE 5" BAR LOUNGE LAMINATE LAMINATE HALL 3 WATER HEATERW.S. PREP ONLY FLOOR DRAIN FURN. 3'-3" DRYWALL OPG R.O. HGT. = 6'-10" FOR BUYER SUPPLIED (42"x84") GHOST DOOR/SHELF 3'-5 1/2" GAME ROOM CARPET 6'-0 1/2" 2068 UNFIN. 5'-3 1/2" BOX-OUT AS REQ'D FOR HVAC DUCT WIC CARPET 2x4 FRAMED W/ 24" DEEP OSB SHELVES -REFER TO SHELF CROSS VIEW 4 6 6" DRYWALL OPG/ALCOVE CONC. FLOOR R.O. HGT. = 6'-8 1/2" FOR BUYER SUPPLIED REF. MODEL # BODEGA SC-38HD0FC 3 1/2" 3 1/2" 2'-0" 9'-0 3/4" MODELNUMBERTRADENAMEPRODUCT UNFINISHED CONCRETE FLOOR 15'-10 1/2" 5 6 9'-10 1/2" ELECTRIC FIREPLACE FRAME THIS WALL W/ 2x6 STUDS TOP PLATE FOUNDATION WALL/CEILING FINISH I-JOIST FLOOR SYSTEM 3/4 OSB SUBFLOOR 3/4" PLYWOOD FIRE BLOCK PER SPS 321.085(2)(C) / SPACE BEHIND A 2x PERIMETER BASEMENT WALL MUST BE SEPARATED FROM JOIST BAYS ABOVE 1 1/2" FOAM SHEATHING HOLD TIGHT TO FOUNDATION WALL 3/4" = 1'-0" FINISHED PERIMETER BASEMENT WALLS AT FND SHEET 4.1 OF 8 ILLCREST buildersH V I S IT U S A T w w w . h i l l c r e s t b u i l d e r s . c o m JOB NO. MODEL: ELIZABETH NOTE: THESE PLANS ARE THE PROPERTY OF HILLCREST BUILDERS AND MAY NOT BE REPRODUCED, COPIED IN ANY MANNER WITHOUT WRITTEN CONSENT. ALTHOUGH EVERY EFFORT HAS BEEN MADE IN PREPARING THSE PLANS & CHECKING THEM FOR ACCURACY, THE CONTRACTOR MUST CHECK ALL DETAILS AND DIMENSIONS AND BE RESPONSIBLE FOR THE SAME HILLCREST BUILDERS P.O. BOX 28 GLENBEULAH, WI 53023 PH: (920) 526-3028 FAX: (920) 526-3301 REVISIONS: 1-7-2026CUSTOMER: JOB ADDRESS: COUNTY: L25-041 EM DOOR USELDING - BRANDEMUEHL RESIDENCE EVERETT COURT LOT 7, EVERETT ACRES SUBDIVISION VILLAGE OF EPHRAIM 1-22-2026 EM 3-23-2026 EM/TM 3-25-2026 EM REVIEW SET - NOT FOR CONSTRUCTION!!! 3'-4" SINGLE ROD SINGLE SHELF SINGLE ROD SINGLE SHELF (4) 16"D SHELVES 53'-0" 10'-0"30'-0" 37'-0" 12'-0" 6'-0"6'-0" 18'-6"18'-6" 3'-0"8'-0 1/2"7'-3"4'-0" 3'-6" 7'-10" 3'-8" 15'-0" 7'-6"17'-11" 6'-0" 3 1/2" 5'-0" 5'-0" 5'-0" 5'-0" 12'-6 1/2" 5 1/2" 10'-10 1/2"2'-1"2'-1"5'-7 1/2"2'-1"11'-10 1/2" 7'-5 1/2"3'-4" 7'-5 1/2"3'-4"3'-4"3'-4" 5 1/2" 6'-4 1/2"6'-1"6'-6" 8'-9" 3'-6" 8'-5" 5'-0" 12'-10" BENCH W/ HOOKS 3'-2" 5'-1 1/2" 5'-0" 14'-9" 3'-2"5'-8 1/2" 10'-0" DROP ZONE 2'-3"8'-11" 3068 2868 2868 2868 2868 2868 2868 2868 1668 6068 6068 2'-9" SH 5-4/6-0 SH 5-4/6-0 SH 5-4/6-0 (TEMP) SH 2-0/4-0 SH 2-4/4-0 (TEMP) FIRST FLOOR PLAN SCALE: 3/16" = 1'-0" DINING 9' CEILING PRIMARY BEDROOM 9' CEILING BEDROOM 2 9' CEILING BATH 2 9' CEILING BEDROOM 3 9' CEILING ENTRY 9' CEILING WIC 9' CEILING PRMY BATH 9' CEILING UTILITY 9' CEILING GARAGE COVERED PORCH WOOD LEDGE OPEN RAILING OPEN RAILING SINGLE ROD SINGLE SHELF DRYWALL OPG R.O. HGT. = 7'-10" CONCRETE STEP(S) DOWN TO GARAGE 16'x7' O.H. DOOR LVL HEADER-SIZE BY SUPPLIER 5" 7'-3"7'-9" STONE VENEER 8'-2" 3'-7 1/2" 4'-0 1/4"10'-11 1/2"5'-0 3/4" 4" CONCRETE SLAB SLAB PITCHED AWAY FROM HOUSE COMMON HOUSE, GARAGE WALL, ADJOINING PORCH WALLS ( IF APPLICABLE ), AND CEILING TO HAVE 5/8" FIRECORE DN 16R 9" TRDS ISLAND TOP 47"x136" CARPET CARPET CARPET CARPET CARPET CARPET VINYL VINYL VINYL LAMINATE LAMINATE LAMINATE LP SMART WRAPPED 6x6 TREATED SUPPORT POST DROPPED HEADER LP SMART WRAPPED 2668 16'-8 1/2"3'-4"3'-5"5'-0 1/2" LAMINATE 60"x34" SHOWER UNIT 60"x30" TUB/SHOWER UNIT 5'-8" 2'-1" WASHER DRYER 8'-9" 27'-0" SH 5-4/6-0 1 6 LAMINATE 34 1/2" HIGH 2x4 FRAMED WALL W/ 1/2" OSB AND 1/4 PLY CABINET PANELS APPLY 7/16 OSB SHEATHING, 1" FOAM SHEATHING AND HOUSE WRAP TO COMMON WALL BETWEEN HOUSE AND GARAGE SH 8-0/6-0 SLOPE GARAGESLAB TO O.H. DR LIVING VAULT CEILING 15'-0" 5 1/2" 18L 18L HALL 2 9' CEILING CARPET HALL 1 9' CEILING 3068 20M EXT DR R.O. 3'-2 1/4"x6'-10 1/4" 3068 EXT DOOR w/ (2) 12" SIDELIGHTS W/ TRANSOM R.O. = 5'-5"x7'-10 1/4" 5 1/2" 5 1/2" FIXED 4-6/1-0 TOP R.O. = 8'-1" A.S.F. 2-PLY 7 1/4" LVL W/ (2) SHOULDER STUDS EA. SIDE 3068 EXT DOOR R.O. 3'-2 1/4"x6'-10 1/4"SH 2-4/6-0 12'-0"8'-0" 24'-0" 74'-0" 26'-0" 13'-0" 13'-0" 53'-0" SH 5-4/6-0 SLIDING PATIO DOOR 6-0/6-8 W/ TRANSOM 12'-1" STONE VENEER COVERED PORCH 4" CONCRETE SLAB SLAB PITCHED AWAY FROM HOUSE 10'-0" 7'-0" ELECTRIC FIREPLACE 9" 11'-1" 4'-10 1/4"4'-10 1/4" 2 6 6'-9" 6'-3" 9'-8" SH 2-8/6-0 SH 2-8/6-0 20'-0" 11'-4"16'-4"25'-4" DROPPED HEADER LP SMART WRAPPED DROPPED HEADER LP SMART WRAPPED LP SMART WRAPPED 6x6 TREATED SUPPORT POST 5 1/4" 15'-5 1/2" 5 1/4" 10'-0" 13'-0" FIXED 4-0/4-0SH 2-4/6-0 SH 2-4/6-0 UPPER WINDOWS REFER TO GABLE END VIEW 5 1/2" 17'-0" 10'-0" SINGLE ROD SINGLE SHELF 13'-0" 27'-0" 6'-6" 6'-6" 3'-11 1/2" 3'-6 1/2" 3'-6 1/2" 9'-11 1/2" 6'-0" RIDGE LINE VAULT 10:12 VAULT 10:12 VAULT 10:12 VAULT 10:12 RIDGE LINE 5 1/2"5 1/2" 2'-0 1/2" 10'-0" 5 1/4" 5 1/4" 3 6 5 1/2" 24" REF. BELOW 1'-0" 2'-3" 5'-1" 2'-5"4'-1" KITCHEN 9' CEILING VAULT CLG 9' FLAT CLG 9' FLAT CLG VAULT CLG 5 1/2" SHEET 5 OF 8 ILLCREST buildersH V I S IT U S A T w w w . h i l l c r e s t b u i l d e r s . c o m JOB NO. MODEL: ELIZABETH NOTE: THESE PLANS ARE THE PROPERTY OF HILLCREST BUILDERS AND MAY NOT BE REPRODUCED, COPIED IN ANY MANNER WITHOUT WRITTEN CONSENT. ALTHOUGH EVERY EFFORT HAS BEEN MADE IN PREPARING THSE PLANS & CHECKING THEM FOR ACCURACY, THE CONTRACTOR MUST CHECK ALL DETAILS AND DIMENSIONS AND BE RESPONSIBLE FOR THE SAME HILLCREST BUILDERS P.O. BOX 28 GLENBEULAH, WI 53023 PH: (920) 526-3028 FAX: (920) 526-3301 REVISIONS: 1-7-2026CUSTOMER: JOB ADDRESS: COUNTY: L25-041 EM DOOR USELDING - BRANDEMUEHL RESIDENCE EVERETT COURT LOT 7, EVERETT ACRES SUBDIVISION VILLAGE OF EPHRAIM 1-22-2026 EM 3-23-2026 EM/TM 3-25-2026 EM REVIEW SET - NOT FOR CONSTRUCTION!!! 9'-1 1/16" 1'-6" 8'-9" 1x6 BOARD (STAINED) W/ (4) HOOKS 17" DEEP PLYWOOD SUPPORT W/ 1x2 EDGE (STAINED) 18" DEEP PLYWOOD BENCH W/ 1x2 EDGE (STAINED) 3/8" = 1'-0" BUILT-IN BENCH DETAIL APPLY SHOE MOLDING AROUND TOP EDGE (STAINED) 3'-9" 1 5'-8 1/2" 3'-0 1/2" DROP-ZONE REFER TO CAB. LAYOUTS 3'-0" W-356 (2 1/4") W-623 (3 1/4") *SHOE WM-127 (*WHERE APPLICABLE) WINDOW MITER CORNERS 1 1/2" = 1'-0" TRIM DETAIL W-356 (2 1/4") STD. TRIM PACK TOP OF SUBFLOOR 7'-0" 1'-7 1/8" FIREPLACE R.O. FIREPLACE R.O. 1'-6" 4'-10 1/2" 1'-0 3/4"1'-0 3/4" MODERN FLAMES OR60-SLIM 9'-1 1/8" 3/8" = 1'-0" ELECTRIC FIREPLACE DETAIL2 BASE PER SELECTIONS DRYWALL PER SELECTIONS SMOOTH DRYWALL (FACADE OF FIREPLACE)DRYWALL PER SELECTIONS BATTEN STRIP RETURN 1x6 S4S SQUARE BASE AT FIREPLACE FACE AND RETURNS VERTICAL "BATTENS" (APPROX. 5/8" x 2 1/2") ROUGH FRAMING 2x6 TREATED FRAMING FLOOR SYSTEM SLIDER WINDOW ROCKWELL 6644-72 WINDOW WELL -REFER TO MANUFACTURER SPECS FOR INSTALLATION WINDOW WELL INSTALLED AND SUPPLIED BY FOUNDATION CONTRACTOR TOP OF WINDOW WELL 3" BELOW TOP OF FOUNDATION 9'-0" WINDOW HEADER IN FLOOR SYSTEM FLOOR SYSTEM (MASONRY R.O.) 2x6 TREATED FRAMING FOUNDATION 9'-0" RAISED HEADER IN FLOOR SYSTEM 5'-4"3'-8" 5'-0" (MASONRY R.O.) 4'-7" 4'-4" (WINDOW R.O.)(WINDOW R.O.) 3'-8" 5'-4" 2x FRAMING 3/8" = 1'-0" 9' EGRESS WINDOW WELL DETAILEW 2x FRAMING 3/8" = 1'-0" LIVING GABLE END ELEVATION VIEW3 15'-0" 12 10 PARALLEL CHORD TRUSS (SEE FINAL LAYOUT BY TRUSS MANUFACTURE) TALL WALL BY TRUSS SUPPLIER 1'-9" 5 1/2" 6'-0"1'-10" WINDOW R.O. WINDOW R.O. 2'-4" WINDOW R.O. 4'-0" WINDOW R.O. 2'-4" WINDOW R.O. 4 1/2" 4 1/2" FIXED 2-4/1-9 FIXED 2-4/1-9 FIXED 4-0/4-0 4'-0" WINDOW R.O. SH 2-4/6-0 SH 2-4/6-0 FIXED 4-0/6-0 CASING/BASE PER SELECTIONS MULL CASING AS REQ'D 7'-10" TOP OF SUBFLOOR DRYWALL CEILING 2x3 VERTICAL SUPPORT SPACING DETERMINED ON SITE 3/8" = 1'-0" SHELF CROSS VIEW 2x3 LADDER FRAMED SHELF SUPPORT W/ 1/2 OSB SHELF 11 7/8" I-JOIST (LAYOUT PER SUPPLIER) 8'-9 1/2" 4 2'-0" 3" 2'-0" 3" 2'-0" 3" TOP OF SLAB FND WALL TREATED 2x AGAINST FND 1'-4 9/16" FIREPLACE R.O. FIREPLACE R.O. 1'-6" 4'-6 3/16" BUYER SUPPLIED FIREPLACE 8'-9 1/2" TOP OF SLAB DRYWALL DROPPED FRAMED CEILING AS REQUIRED FOR HVAC 3/8" = 1'-0" BASEMENT FIREPLACE DETAIL5 11 7/8" I-JOIST (LAYOUT PER SUPPLIER) FUR BACK SIDE OF FIREPLACE OPENING W/ 2x2 AS REQ'D AND COVER WITH DRYWALL VERIFY R.O. WITH INSTALLATION GUIDE AND PER MANUFACTURE SHEET 6 OF 8 ILLCREST buildersH V I S IT U S A T w w w . h i l l c r e s t b u i l d e r s . c o m JOB NO. MODEL: ELIZABETH NOTE: THESE PLANS ARE THE PROPERTY OF HILLCREST BUILDERS AND MAY NOT BE REPRODUCED, COPIED IN ANY MANNER WITHOUT WRITTEN CONSENT. ALTHOUGH EVERY EFFORT HAS BEEN MADE IN PREPARING THSE PLANS & CHECKING THEM FOR ACCURACY, THE CONTRACTOR MUST CHECK ALL DETAILS AND DIMENSIONS AND BE RESPONSIBLE FOR THE SAME HILLCREST BUILDERS P.O. BOX 28 GLENBEULAH, WI 53023 PH: (920) 526-3028 FAX: (920) 526-3301 REVISIONS: 1-7-2026CUSTOMER: JOB ADDRESS: COUNTY: L25-041 EM DOOR USELDING - BRANDEMUEHL RESIDENCE EVERETT COURT LOT 7, EVERETT ACRES SUBDIVISION VILLAGE OF EPHRAIM 1-22-2026 EM 3-23-2026 EM/TM 3-25-2026 EM REVIEW SET - NOT FOR CONSTRUCTION!!! 5" 2x6 SUB-FASCIA ALUMINUM FASCIA ALUMINUM SOFFIT -VENTED 6x6 P.T. SUPPORT POST WRAPPED WITH LP SMART TRIM (TYP.) REFER TO 8" COLUMN DETAIL VINYL SIDING HOUSE WRAP 1" FOAM SHEATHING 7/16" OSB SHEATHING 2x6 S.P.F. STUDS @ 16" O.C. R-19 BATT INSULATION 4 MIL VAPORT RETARDER 1/2" DRYWALL 2x6 BOTTOM PLATE 3/4" O.S.B. SUBFLOOR 11 7/8" I-JOIST (LAYOUT PER SUPPLIER) INSTALL BLOCKING @ 24" O.C. UNDER PORCH TRUSSES FOR SOFFIT INSTALLATION 5/4 x 8 LP SMART TRIM DOUBLE WRAP POST BASE AND TOP w/ 1x8 LP SMART TRIM DBL 2x6 TOP PLATE SPRAY FOAM BOX JOISTS 3/8" = 1'-0" PORCH SECTION (FRONT) VERIFY W/ PLAN VERIFY W/ PLAN (2) 2x12 HEADER (FINAL SIZE TO BE DETERMINED BY SUPPLIER) W/ BLOCKING AS REQ'D 1x12 LP SMART TRIM (RIP AS REQ'D) ALUMINUM SOFFIT (SOLID) DOUBLE WRAP POST BASE AND TOP w/ 1x6 LP SMART TRIM 7 1/2" 4" CONC. STOOP SLOPE AS REQ'D ICE AND WATER SHIELD REQ'D BETWEEN CONCRETE AND WOOD LPC6Z POST CAP ABW66Z POST BASE ANCHOR TO PORCH SLAB CONTINUOUS RIDGE VENTING MANUFACTURED ROOF TRUSSES @ 24" O.C. (FINAL DESIGN PER SUPPLIER -RAISED HEELS) 1/2" OSB SHEATHING w/ H-CLIPS SYNTHETIC ROOFING UNDERLAYMENT DIMENSIONAL SHINGLES R-50 INSULATION 4 MIL VAPOR RETARDER 5/8" DRYWALL CEILING ANCHOR BOLTS, 1/2" DIA. MIN. 72" O.C. w/ 2"x2" SQUARE WASHERS 2x6 P.T. SILL w/ SILL SEALER SPRAY FOAM JOIST ENDS DBL 2x6 TOP PLATE 2x6 BOTTOM PLATE 3/4" O.S.B. SUBFLOOR 11 7/8" I-JOIST (LAYOUT PER SUPPLIER) REFER TO ROOF LAYOUT TOP OF STUDWALL TOP OF SUBFLOOR TOP OF SILL PLATE TOP OF SLAB VINYL SIDING HOUSE WRAP 1" FOAM SHEATHING 7/16" OSB SHEATHING 2x6 S.P.F. STUDS @ 16" O.C. R-19 BATT INSULATION 4 MIL VAPOR RETARDER 1/2" DRYWALL CONTINUOUS RIDGE VENTING MANUFACTURED ROOF TRUSSES @ 24" O.C. (FINAL DESIGN PER SUPPLIER -RAISED HEELS) 1/2" OSB SHEATHING w/ H-CLIPS SYNTHETIC ROOFING UNDERLAYMENT DIMENSIONAL SHINGLES R-50 INSULATION 4 MIL VAPOR RETARDER 5/8" DRYWALL CEILING VERIFY PITCH w/ PLAN WALL HEIGHT PER PLAN 3/8" = 1'-0" TYPICAL WALL SECTION 5/8" DRYWALL 9'-1 1/8" GROUND BREAKER DAMPROOFING FROM GRADE TO FTG. 1" STYROFOAM INSULATION TO FOOTING STONE FILL 12" MIN. 3" DRAIN TILE w/ BLEEDERS AT 8-FOOT INTERVALS CONTINUOUS CONCRTETE FOOTING ON UNDISTURBED SOIL 2x6 SUB-FASCIA ALUMINUM FASCIA ALUMINUM SOFFIT -VENTED ANCHOR BOLTS, 1/2" DIA. MIN. 72" O.C. w/ 2"x2" SQUARE WASHERS 2x6 P.T. SILL w/ SILL SEALER SPRAY FOAM JOIST ENDS4" CONCRETE SLAB 6 MIL POLY 4" MIN. STONE BASE #4 DOWELS AT 24" O.C. EMBEDDED 6" INTO GROUND AND 18" INTO WALL POURED CONCRETE WALL SIZE PER PLAN AND REBAR PER FND NOTES (3,500 PSI CONCRETE) 22"x8" MIN. CONTINUOUS CONCRETE FOOTING ON UNDISTURBED SOIL 6" 1'-6" 8" 1 1/2" = 1'-0" 8" EXT. PORCH COLUMN DETAIL 1x8 LP SMART TRIM 1x6 LP SMART TRIM INSTALLER OF FINISH MATERIAL TO INSTALL BLOCKING AS REQ'D FOR SIZE OF COLUMN 6x6 TREATED POST TOP VIEW A 3/8" = 1'-0" REAR OPEN GABLE PORCH SECTION 9'-1 1/8" TOP OF SUBFLOOR DINING 11 7/8 I-JOIST (LAYOUT PER SUPPLIER) VINYL SIDING HOUSE WRAP 1" FOAM SHEATHING 7/16" OSB SHEATHING 2x6 S.P.F. STUDS @ 16" O.C. R-19 FIBERGLASS INSULATION 4 MIL VAPOR RETARDER 1/2" DRYWALL R-50 INSULATION 6 MIL VAPOR RETARDER 5/8" DRYWALL CEILING 9'-0" TOP OF FOUNDATION APPROX. HEEL HGT FINAL HGT BY TRUSS SUPPLIER OPEN GABLE PORCH UNEXCAVATED PARALLEL CHORD TRUSS (SEE FINAL LAYOUT BY TRUSS MANUFACTURE) CONTINUOUS RIDGE VENTING 1/2" OSB SHEATHING W/ H-CLIPS SYNTHETIC ROOFING UNDERLAYMENT DIMENSIONAL SHINGLES 12 10 DETAIL X-X 5 1/2" 2x6 SUB-FASCIA 2x4 BLOCKING 24" O.C. ALUMINUM FASCIA ALUMINUM SOFFIT -VENTED ALUMINUM SOFFIT 1'-9" 1x12 LP SMART TRIM 1x6 LP SMART TRIM (3) 11 7/8" LVL HEADER W/ 1/4" FILLER BETWEEN FASTEN ROOF TRUSS TO HEADER W/ H2.5A OR SIMILAR TIE AND HEADER TO POST W/ ACE6 OR PC6Z POST CAP 1x12 W/ 1x4 LP SMART TRIM (INTERIOR) 6x6 P.T. SUPPORT POST WRAPPED WITH LP SMART TRIM (TYP.) REFER TO 8" COLUMN DETAIL CONCRETE SLAB PITCH AWAY FROM HOUSE1x10 LP WRAP AT BOTTOM PORCH STANDOFF BASE PPBF66 OR PPB66-4Z EQUIVALENT 5 1/4" 15'-0" 5 1/2" MFG. TRUSSES @ 24" O.C. (SEE FINAL LAYOUT SUPPLIED BY SUPPLIER) 7 1/2" 1'-6 1/4" X-X 3/4" = 1'-0" OPEN GABLE PORCH OVERHANG DETAIL PARALLEL CHORD TRUSS (SEE FINAL LAYOUT BY TRUSS MANUFACTURE) 1/2" OSB SHEATHING W/ H-CLIPS 15# FELT PAPER DIMENSIONAL SHINGLES 2x6 OUTLOOKERS 16" O.C. 2x6 SUBFASCIA 1'-0" 1x8 LP SMART SIDE FASCIA ALUMINUM SOFFIT ALUMINUM SOFFIT CEILING 1x12 LP FASCIA DROPPED GABLE END PARALLEL CHORD TRUSS 1x6 LP DOUBLE FACSIA SHEET  OF 8 ILLCREST buildersH V I S IT U S A T w w w . h i l l c r e s t b u i l d e r s . c o m JOB NO. MODEL: ELIZABETH NOTE: THESE PLANS ARE THE PROPERTY OF HILLCREST BUILDERS AND MAY NOT BE REPRODUCED, COPIED IN ANY MANNER WITHOUT WRITTEN CONSENT. ALTHOUGH EVERY EFFORT HAS BEEN MADE IN PREPARING THSE PLANS & CHECKING THEM FOR ACCURACY, THE CONTRACTOR MUST CHECK ALL DETAILS AND DIMENSIONS AND BE RESPONSIBLE FOR THE SAME HILLCREST BUILDERS P.O. BOX 28 GLENBEULAH, WI 53023 PH: (920) 526-3028 FAX: (920) 526-3301 REVISIONS: 1-7-2026CUSTOMER: JOB ADDRESS: COUNTY: L25-041 EM DOOR USELDING - BRANDEMUEHL RESIDENCE EVERETT COURT LOT 7, EVERETT ACRES SUBDIVISION VILLAGE OF EPHRAIM 1-22-2026 EM 3-23-2026 EM/TM 3-25-2026 EM REVIEW SET - NOT FOR CONSTRUCTION!!! WALL BRACING TYPE ABBREVIATIONS TAG DESC. WSP WOOD STRUCTURAL PANEL -ONE SIDE: 7/16" APA SPAN RATED WOOD SHEATHING CS-WSP WOOD STRUCTURAL PANEL IN CONTINOUS WOOD SHEATHED WALL GB-1 GYPSUM BOARD PANEL APPLIED ONE SIDE ONLY GB-2 GYPSUM BOARD PANEL APPLED BOTH SIDES CS-PF PORTAL FRAME IN CONTINUOUS WOOD SHEATHED WALL AT LOCATION SPECIFIED ONLY: 1/2" THICK APA SPAN RATED WOOD SHEATHING. SEE WISCONSIN CODE DETAIL SPS321.25-A TAG LENGTH BLOCKING SHEAR WALL / BRACED WALL PANEL SHEAR WALL / BRACE PANEL TAG LENGTH IN INCHES PANEL EDGE BLOCKING IF REQ. SHEAR WALL /BRACED WALL LINE PANEL FASTENING SCHEUDLE SHEATHING TYPE FASTENER SPACING (EDGE / FIELD) WOOD SUBFLOOR (23 32" THICK) #9x 2.5" WOOD SCREW 6" / 12" WOOD WALL SHEATHING (7/16" THICK) 0.131"x2.5" R.S. NAIL 6" / 12" WOOD ROOF SHEATHING (15 32" OR 1932") 0.0131"x2.5" R.S. NAIL 6" / 12" TYPICAL 3" / 8" @ RIDGE AND OVEHANGS GWB WALL #6x 15 8" TYPE W SCREW 4" / 8" PANELS w/ "BLOCKING" DESIGNATION: PROVIDE NOMINAL 2x SOLID BLOCKING AT ALL PANEL EDGE JOINTS WHICH DO NOT LINE UP WITH WALL OR FLOOR FRAMING. INSTALL EDGE FASTENING PER TYPICAL FASTENING INSTRUCTIONS. SHEARWALL/WALL BRACING LEGEND FOCUS DINING 9' CEILING PRIMARY BEDROOM 9' CEILING BEDROOM 2 9' CEILING BATH 2 9' CEILING BEDROOM 3 9' CEILING ENTRY 9' CEILING WIC 9' CEILING PRMY BATH 9' CEILING UTILITY 9' CEILING GARAGE COVERED PORCH LIVING VAULT CEILING HALL 2 9' CEILINGHALL 1 9' CEILING COVERED PORCH CS-WSP 32 CS-WSP 32 CS-WSP 30 CS-WSP 30 CS-WSP 32 CS-WSP 48 CS-WSP 32 CS-WSP 48 CS-WSP 48 CS-WSP 48 CS-WSP 48 CS-WSP 48 CS-WSP 32 CS-WSP 32 CS-WSP 48 CS-WSP 48 CS-WSP 48 CS-WSP 48 BLOCKED CS-WSP 48 BLOCKED CS-WSP 48 CS-WSP 48 CS-WSP 48 CS-WSP 48 CS-WSP 48 WSP 48 WSP 48 WSP 48 C.1 B.1 A.1 1.1 2.1 3.1 4.1 KITCHEN 9' CEILING FIRST FLOOR WALL BRACING SHEET 8 OF 8 ILLCREST buildersH V I S IT U S A T w w w . h i l l c r e s t b u i l d e r s . c o m JOB NO. MODEL: ELIZABETH NOTE: THESE PLANS ARE THE PROPERTY OF HILLCREST BUILDERS AND MAY NOT BE REPRODUCED, COPIED IN ANY MANNER WITHOUT WRITTEN CONSENT. ALTHOUGH EVERY EFFORT HAS BEEN MADE IN PREPARING THSE PLANS & CHECKING THEM FOR ACCURACY, THE CONTRACTOR MUST CHECK ALL DETAILS AND DIMENSIONS AND BE RESPONSIBLE FOR THE SAME HILLCREST BUILDERS P.O. BOX 28 GLENBEULAH, WI 53023 PH: (920) 526-3028 FAX: (920) 526-3301 REVISIONS: 1-7-2026CUSTOMER: JOB ADDRESS: COUNTY: L25-041 EM DOOR USELDING - BRANDEMUEHL RESIDENCE EVERETT COURT LOT 7, EVERETT ACRES SUBDIVISION VILLAGE OF EPHRAIM 1-22-2026 EM 3-23-2026 EM/TM 3-25-2026 EM REVIEW SET - NOT FOR CONSTRUCTION!!! REVIEW SET - NOT FOR CONSTRUCTION!!! Exterior Color Selections Customer: Uselding Brandemuehl Location: Lot #7 Everett Court Ephraim, Wi 3/14/2026 Page 1 of 2 Roofing: § Mfr: Certainteed Landmark § Color: Driftwood Siding: § Mfr: Drexel Blue Door § Color: Snow White Siding: § Mfr: Shakes § Color: Snow White Thin Veneer § Mfr: Buechel Stone § Color: Fond Du Lac Country Squire Exterior Color Selections Customer: Uselding Brandemuehl Location: Lot #7 Everett Court Ephraim, Wi 3/14/2026 Page 2 of 2 Front Door: § Mfr: Western § Color: SW#7069 Iron Ore Exterior Windows: § Mfr: Lindsay § Color: White Garage Door(s): § Mfr: Amarr Lincoln 2000 § Color: White Other exterior: § Door trim, Band Board, Soffit/Fascia, Gutters/Downspouts, Exterior porch columns § Color: Alside Glacier White Ken Pabich DATE: DESCRIPTION: SUBMITTAL: INT. SHEET NUMBER 3/6/2026 I:\46600\46635\Design\CAD\LE\G-001.dgn 46635 G-001 ASE 12/22/25 TITLE SHEET BY CHECKED DATE PLOT NUMBER PROJECT TYPE SET CONSULTANT: CLIENT: www.edgeconsult.com 608.644.1549 FAX 608.644.1449 VOICE PRAIRIE DU SAC, WI 53578 624 WATER STREET EPHRAIM, WISCONSIN EMERGENCY COMMUNICATIONS TOWER PROPOSED DOOR COUNTY REV. A LE1 PROPOSED DOOR COUNTY EMERGENCY COMMUNICATIONS TOWER SISTER BAY, WISCONSIN 180' SELF-SUPPORT TOWER PROJECT INFO SITE ADDRESS: 2683 GERMAN ROAD EPHRAIM, WI 54234 DOOR COUNTY EXISTING PROPERTY OWNER: VILLAGE OF EPHRAIM PO BOX 138 EPHRAIM, WI 54211 PROPOSED LESEE (TOWER SITE): DOOR COUNTY 421 NEBRASKA ST. STURGEON BAY, WI 54235 TOWER OWNER: VB BTS II, LLC 750 PARK OF COMMERCE DRIVE, SUITE 200 BOCA RATON, FL 33487 PROJECT DIRECTORY ENGINEER: EDGE CONSULTING ENGINEERS, INC. 624 WATER STREET PRAIRIE DU SAC, WI 53578 CONTACTS: KEN BAUMGARDT, PE PHONE: (608) 644-1449 OWNER: DOOR COUNTY 421 NEBRASKA ST. STURGEON BAY, WI 54235 CONTACT: ASHLEY DEGRAVE PHONE: (920) 746-2395 PROJECT MANAGER: NSIGHT TELECOMMUNICATIONS 470 SECURITY BLVD. GREEN BAY, WI 54313 CONTACT: TIFFANY SAMUELS PHONE: (920) 770-6078 KCB SHEET INDEX NO.: SHEET TITLE G-001 TITLE SHEET C-101 SITE PLAN C-103 ENLARGED SITE PLAN T-201 TOWER LOADING / ELEVATION 3 WORK DAYS NOTICE BEFORE YOU EXCAVATE WI STATUTE 182.0175 (1974) REQUIRES MIN. OF FAX A LOCATE: 1-800-242-5811 TOLL FREE: 1-800-242-8511 IN WISCONSIN, CALL DIGGERS HOTLINE UNDERGROUND FACILITIES BEFORE YOU DIG TO OBTAIN LOCATION OF PARTICIPANTS' RESTRICTIVE CODE SHALL PREVAIL. IN THE EVENT OF CONFLICT THE MOST SUPPORT STRUCTURE WHERE SITE IS LOCATED. PLANNING, AND ZONING FOR ANTENNAS AND REQUIREMENTS CALLED OUT IN THE JURISDICTION, THESE SITE PLANS ADHERE TO ALL OF THE 2017 NATIONAL ELECTRIC CODE- 2015 INTERNATIONAL BUILDING CODE- ALL WORK SHALL COMPLY WITH THE FOLLOWING: STATE OF WISCONSIN. UNDER THE LAWS OF THE PROFESSIONAL ENGINEER THAT I AM A DULY LICENSED NOTED IN THE SHEET INDEX, AND OTHER THAN THE EXCEPTIONS UNDER MY DIRECT SUPERVISION SET WAS PREPARED BY ME OR I HEREBY CERTIFY THAT THIS PLAN ENGINEER SEAL: APPLICABLE CODES N O T FO R CO N STRU CTIO N - PRELIM INA RY - SITE LOCATION NORTH NORTH SITE LOCATION ASE 12/23/25 REV. B REV. C03/05/26ASE Imagery ©2026 Airbus, Maxar Technologies C-101 NORTH SITE PLAN 80' x 80' FENCED AREAD. 100' x 100' PROPOSED TOWER LEASEC. C/L OF 30' WIDE ACCESS & UTILITY EASEMENTB. 180' SELF-SUPPORT TOWERA. KEYNOTES: (THIS SHEET) GERMA N RD 50' 0 100'50' 22" x 34" - 1" = 50' 11" x 17" - 1" = 100'SCALE: GENERAL NOTES: (THIS SHEET) 1. NORTH ARROW SHOWN AS APPROXIMATE. 2. AERIAL IMAGERY PER: BING MAPS DATA A P P R OX . P R O P E R T Y LIN E A PP R OX . S NO W M O B IL E T R A IL APPROX. PROPERTY LINE WOODS B C D 100' A DATE: DESCRIPTION: SUBMITTAL: INT. SHEET NUMBER 3/6/2026 I:\46600\46635\Design\CAD\LE\C-101.dgn 46635 ASE 12/22/25 BY CHECKED DATE PLOT NUMBER PROJECT TYPE SET CONSULTANT: CLIENT: www.edgeconsult.com 608.644.1549 FAX 608.644.1449 VOICE PRAIRIE DU SAC, WI 53578 624 WATER STREET EPHRAIM, WISCONSIN EMERGENCY COMMUNICATIONS TOWER PROPOSED DOOR COUNTY REV. A LE1 KCB STATE OF WISCONSIN. UNDER THE LAWS OF THE PROFESSIONAL ENGINEER THAT I AM A DULY LICENSED NOTED IN THE SHEET INDEX, AND OTHER THAN THE EXCEPTIONS UNDER MY DIRECT SUPERVISION SET WAS PREPARED BY ME OR I HEREBY CERTIFY THAT THIS PLAN ENGINEER SEAL: N O T FO R CO N STRU CTIO N - PREL IM INA RY - ASE 12/23/25 REV. B REV. C03/06/26ASE # HVAC #2 HVAC #1 STATION DOCKING 5'-0" 6'-0" 3'-0" 25'-0"5'-0" 40'-0" 40'-0" 8'-0"16'-0"7'-8"12'-0"5'-0" 4'-0" 80'-0" COMPOUND FENCE 80'-0" COMPOUND FENCE 7'-4" 12'-0" 8'-0" 16'-0"8'-0" C-102 ENLARGED SITE PLAN NORTH ARROW SHOWN AS APPROXIMATE.1. GENERAL NOTES: (THIS SHEET) NORTH TREE CLEARINGM. 30' WIDE ACCESS & UTILITY EASEMENTL. FUTURE 12' x 25' NSIGHT LEASE AREAK. MULTI-METER UTILITY RACKJ. - 3' AROUND GENERATOR - 10' AROUND LP TANK CLEARANCE ZONE/SETBACKSI. GENERATOR ON CONCRETE SLABH. 1000 GAL. LP FUEL TANK ON CONCRETE SLABG. 60' x 60' FENCED COMPOUNDF. 24" WIDE ICE BRIDGEE. 4' x 6' CONCRETE STOOPD. DOOR COUNTY EQUIPMENT SHELTERC. MANUFACTURER ACTUAL SIZE TO BE DETERMINED BY TOWER TOWER FOUNDATION (30' x 30' PAD SHOWN);B. MANUFACTURER ACTUAL SIZE TO BE DETERMINED BY TOWER 180' SELF-SUPPORT TOWER (20' FACE WIDTH SHOWN);A. KEYNOTES: (THIS SHEET) 010' 10' 22" x 34" - 1" = 10' 11" x 17" - 1" = 20'SCALE: 20' B C E D F G K L J GRAVEL H I WOODS AP PRO X. PROPERTY LINE A PP R OX . P R O P E R T Y LIN E A PP R OX . S NO W M O B IL E T R IA L WILLIAM MEYER PROPERTY OWNED BY VILLAGE OF EPHRAIM PROPERTY OWNED BY M DATE: DESCRIPTION: SUBMITTAL: INT. SHEET NUMBER 3/6/2026 I:\46600\46635\Design\CAD\LE\C-102.dgn 46635 ASE 12/22/25 BY CHECKED DATE PLOT NUMBER PROJECT TYPE SET CONSULTANT: CLIENT: www.edgeconsult.com 608.644.1549 FAX 608.644.1449 VOICE PRAIRIE DU SAC, WI 53578 624 WATER STREET EPHRAIM, WISCONSIN EMERGENCY COMMUNICATIONS TOWER PROPOSED DOOR COUNTY REV. A LE1 KCB STATE OF WISCONSIN. UNDER THE LAWS OF THE PROFESSIONAL ENGINEER THAT I AM A DULY LICENSED NOTED IN THE SHEET INDEX, AND OTHER THAN THE EXCEPTIONS UNDER MY DIRECT SUPERVISION SET WAS PREPARED BY ME OR I HEREBY CERTIFY THAT THIS PLAN ENGINEER SEAL: N O T FO R CO N STRU CTIO N - PREL IM INA RY - ASE 12/23/25 REV. B REV. C03/06/26ASE # T-201 TOWER LOADING / ELEVATION A TOWER PROFILE (ELEVATION) HIGHEST APPURTENANCE 195'-0" LEG 'B' LEG 'A' LEG 'C' TOP OF TOWER TOP OF CONCRETE 165'-0" C/L OF FUTURE NSIGHT ANTENNA PROPOSED DOOR COUNTY ANTENNAS MOUNTING HEIGHT 180'-0" TOP OF TOWER DATE: DESCRIPTION: SUBMITTAL: INT. SHEET NUMBER 3/6/2026 I:\46600\46635\Design\CAD\LE\T-201.dgn 46635 ASE 12/22/25 BY CHECKED DATE PLOT NUMBER PROJECT TYPE SET CONSULTANT: CLIENT: www.edgeconsult.com 608.644.1549 FAX 608.644.1449 VOICE PRAIRIE DU SAC, WI 53578 624 WATER STREET EPHRAIM, WISCONSIN EMERGENCY COMMUNICATIONS TOWER PROPOSED DOOR COUNTY REV. A LE1 KCB STATE OF WISCONSIN. UNDER THE LAWS OF THE PROFESSIONAL ENGINEER THAT I AM A DULY LICENSED NOTED IN THE SHEET INDEX, AND OTHER THAN THE EXCEPTIONS UNDER MY DIRECT SUPERVISION SET WAS PREPARED BY ME OR I HEREBY CERTIFY THAT THIS PLAN ENGINEER SEAL: N O T FO R CON STRU CTIO N - PRELIM INA RY - ASE 12/23/25 REV. B REV. C03/06/26ASE Beart Concept Review