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HomeMy WebLinkAbout08-21-2023 Planning Commission Packet PUBLIC ATTENDANCE MEETING DATE 2 1 CITY COUNCIL > PLANNING COMMISSION I PARK COMMISSION OTHER Assistive Listening Device available upon request Please complete the following information for City Records Name (please print) Address Present for from agenda) Name or Number 1. 7c1Ll& LS 616114 !� I 2. kW, .STo N' 'fl3i NsritA Pg 3. -- „,-`€ -``rro 4. ef 5. 464-4tLAit + 6. (74 Vifl7-47/1/1/24,r0 7. IKLIA ,c./ Lori/ler-0 it-42 s. 9. 10. 11. 12. Agenda Planning Commission Meeting Monday, August 21, 2023, 6:00 P.M. Orono Council Chambers, 2780 Kelley Parkway, Orono, MN 55356 952-249-4600 / www.oronomn.gov Audience Members: Information regarding each of the Agenda items is available on the City website (www.oronomn.gov) under Agendas Minutes & Videos and in the Public Packet — located in the lobby near the entrance. Applicants will be asked to move to the lectern to answer questions after staff presents the application. The Planning Commission is an advisory body to the City Council. If action is taken on any items on this agenda, they will be scheduled for an upcoming City Council meeting. A quorum of the City Council may be in attendance of a Planning Commission meeting to hear comments made, though no action or deliberation of the Council will occur. Council Representative: Alisa Benson Pledge of Allegiance Approval of Agenda Approval of Minutes: July 17, 2023 Public Hearings: 1. LA23-000026 Eskuche Design o/b/o Dan & Heidi Martinson, 2605 North Shore Drive, requests building and structural variances within the 75 -foot lake setback, hardcover and wetland setbacks in order to construct a home addition, an in -ground pool, and other hardcover and structural improvements. (Staff: Melanie Curtis) 2. LA23-000030 Ryan Ortlip, 4685 West Branch Road (PID 0711723220011), requests approval of a rezoning in order to alter and remove a wetland from the official wetland overlay district map to support the construction of a driveway. (Staff: Natalie Nye) 3. LA23-000037 Gavin Tempero, 3260 Bohns Point Lane, requests an average lakeshore setback variance for the construction of a home addition. (Staff: Natalie Nye) 4. LA23-000038 JOAT LLC — Jack Evans,1920 Concordia Street, requests a front yard setback variance to construct a new front stoop. (Staff: Melanie Curtis) 5. LA23-000039 Eugene Dobkin, 1380 Rest Point Road, requests variances from lot size, lot width, hardcover, and rear yard setback for the construction of a new home. (Staff: Natalie Nye) 6. LA23-000042 Allison Houston, 4731 North Shore Drive, requests a setback variance in order to construct a new deck and patio within a bluff setback. (Staff: Natalie Nye) 7. LA23-000043 JALIN Design, LLC - Jeff Lindgren, 2726 Caroline Avenue, requests an average lakeshore setback variance to permit a roof expansion. (Staff: Melanie Curtis) Other Items: Update on August 14, 2023 City Council meeting. Adjourn Planning Commission Liaison to September 11, 2023 City Council meeting: Gary Kraemer Sign up for email notifications at www.oronomn.gov — follow links for Stay Connected & Email Notification MINUTES OF THE ORONO PLANNING COMMISSION July 17, 2023 6:00 o'clock p.m. ROLL CALL The Orono Planning Commission met on the above-mentioned date with the following members present: Chair Chris Bollis, Commissioners Mark McCutcheon, Dennis Libby, Jon Ressler, Bob Erickson, Scott Kirchner and Gary Kraemer. Representing Staff were Community Development Director Laura Oakden, City Planner Melanie Curtis, and City Planner Natalie Nye. Chair Bollis called the meeting to order at 6:00 p.m., followed by the Pledge of Allegiance. 1:119 W:Z1]fl:11we] WET" 11►117.1 Libby moved, Ressler seconded, to approve the Agenda. VOTE: Ayes 7, Nays 0. APPROVAL OF PLANNING COMMISSION MEETING MINUTES OF JUNE 20, 2023 Kirchner moved, Kraemer seconded, to approve the minutes of the Orono Planning Commission meeting of June 20, 2023. VOTE: Ayes 7, Nays 0. PUBLIC HEARINGS 1. LA23-000005 HAGEN LANDSCAPE, 2699 KELLY AVENUE, REQUESTS A CONDITIONAL USE PERMIT TO RECONSTRUCT A SEAWALL WITHIN THE FLOODWAY DISTRICT City Planner Nye gave a presentation on the item, stating the application is for a conditional use permit for a seawall within the floodway district at 2699 Kelly Avenue. The seawall serves the entire channel and six properties that abut and is directly adjacent to the City's Lydiard Beach. The existing seawall is in disrepair and the applicant is proposing to construct a new metal seawall on top of the previous seawall, The City finds that all conditional use standards per the City code have been met, Nye said. The seawall protects the channel and the properties that surround the channels. The applicant will need to not only access Lydiard Beach but also will use it as a staging area for the construction. The applicant has stated that the construction of the seawall would occur in the fall and therefore minimize impacts to the beach. The City has placed the following conditions on the conditional use permit: that all regulatory permits from other agencies, such as the Watershed District and DNR are obtained and followed; that a building permit is obtained from the City prior to construction; and that encroachment agreement that be executed for the use of Lydiard beach. It is expected that the construction will take no longer than 30 days. The City will work with the applicant to communicate during construction. Staff is recommending the applicant be required to restore any damages to the beach, drive or dock during construction. The applicant is here. Staff recommends approval of the conditional use permit for the seawall. The encroachment agreement would just be for the time of construction. Chris Hagen, 3275 County Rd. 44, Minnetrista, the contractor, said the existing seawall has been failing for some time and needs to be replaced. A steel sheet wall is planned to limit the damage behind the seawall to the wetland area. They are proposing not to do any tie backs and the beach is only needed as a staging area, as the mouth is too small for the equipment. The beach and channel space would not be Page 1 of 4 MINUTES OF THE ORONO PLANNING COMMISSION July 17, 2023 6:00 o'clock p.m. impacted, he said. Any voids in the wall would be backfilled and some bowed places may require removal but the plan is to minimize disturbing the existing wall. Chair Bollis opened the public hearing at 6:09 p.m. There were no public comments. Chair Bollis closed the public hearing at 6:09 p.m. The Commissioners discussed the item. Chair Bollis said staff did a good job putting this through properly as a CUP. He said it looked like a one-for-one replacement. Kirchner said he was concerned about the 30 -day completion requirement because of weather or other difficulties and suggested giving staff the authority to approve a short extension if necessary. Nye said language could be added to the council resolution to allow an extension if needed although the applicant has indicated 30 days will be sufficient. Kraemer said he feels staff has done a good job and this seems like a reasonable way to replace a seawall. Ressler said the materials and design were consistent with work done around the lake. Ressler moved, Libby seconded, to recommend approval of LA22-000005, 2699 Kelly Ave, Conditional Use Permit as applied. VOTE: Ayes: 7, Nays 0. 2. LA23-000032 PAUL SKOOG, 250 TONKA AVENUE, REQUESTS VARIANCES FOR LOT AREA, LOT WIDTH, AND REAR YARD SETBACK TO CONSTRUCT A NEW HOME City Planner Nye updated the Commissioners explaining the applicant is proposing to demolish the existing home and construct a new home on the lot. The property is smaller in size and width than is required in the LRl zoning district. The proposed home will be constructed in a similar location as the existing home as there are some topographical limitations on the lot, as well as an existing storm drain that impacts the placement of the driveway, she said. The applicant is requesting a rear yard variance, from 50 feet to 45 feet. That variance also triggers the need for variances from lot area and lot width. All other zoning requirements including hard cover and all other setbacks are met. Nye said staff agrees with the applicant's assessment and believes the property has practical difficulty supporting the variance requests. The applicants were present but Commissioners had no questions for them. Chair Bollis opened the public hearing at 6:17 p.m. There were no public comments. Chair Bollis closed the public hearing at 6:17 p.m. Page 2 of 4 MINUTES OF THE ORONO PLANNING COMMISSION July 17, 2023 6:00 o'clock p.m. McCutchen said he saw no issues with this application. Ressler noted the set -back for rear -yard was close to required at 45 feet instead of 50 and that the proposal improves the situation on the lot and other similar requests have been approved. Kraemer also said he was in favor. Erickson pointed out the plan would allow for a driveway with a moderate slope which is a good thing to have during a Minnesota winter. Kirchner moved, Kraemer seconded, to recommend approval of LA22-000032, 205 Tonka Ave. variances as applied. VOTE: Ayes: 7, Nays 0. 3. LA23-000033 EDWIN & TRACEY STEPHENSON, 559 PARK LANE, AN AVERAGE LAKESHORE SETBACK VARIANCE IN ORDER TO EXPAND AN EXISTING IW.1114Oki 17Do7Xy110 City Planner Curtis explained the applicants are requesting an Average Lakeshore Setback variance to construct the lakeside deck off of the main level of their home with a stair down over an existing patio. They are requesting a 14 -foot deck where a 7.5 foot deck would be permitted, resulting in an encroachment into the setback of about six and a half feet on the north and about three and a half feet on the south. The deck expansion does not appear to impact views of the lake from either neighboring property, she said. The applicant has identified the existing conditions as practical difficulties and have provided supporting documentation. They are in attendance. Staff finds the property's alignment with the neighbors, the topography and the home's orientation to the lake along the street create difficulties in expanding the home or constructing a functionally -sized deck on the lake side and recommends approval, she said, adding that no public comment has been received. Edwin & Tracey Stephenson, 559 Park Lane, the applicants, said they purchased the home two years ago and were not aware of all of the variances and all of the setback requirements. Over the last year or so they talked to their neighbors to see if they had any concerns and both indicated that it doesn't impact their view at all. Chair Bollis opened the public hearing at 6:24 p.m. There were no public comments. Chair Bollis closed the public hearing at 6:24 p.m. Ressler said this is an Average Lakeshore Setback case which the Commission sees quite a bit. The City hasn't been able to make this one size fits all so it is necessary to look at the big picture. He said it did not look like the neighbors would be negatively affected in any way by the new deck, adding he does not like to see asphalt removed for a turnaround but realized they are trying to stay within hardcover limits. Kraemer said it is a nice project and well thought-out. Page 3 of 4 MINUTES OF THE ORONO PLANNING COMMISSION July 17, 2023 6:00 o'clock p.m. Kirchner also said he supports it but hates to see the removal of a turnaround. He said the applicant didn't build the home so the practical difficulty of the existing home location was not created by the current applicant. Libby said it looks like a good plan and he is in support, adding it is a very scenic and pretty setting so having a nice deck to look at the lake is appropriate. Bollis asked about the removal of the turnaround, wondering if the applicant was proposing a one-to-one removal or going above the necessary removal of the hardcover. He said he agrees it would be a shame to lose the turnaround on the driveway. Curtis said the applicant is staying pretty equal as hardcover is 23.8 percent right now and will be 23.9 if the project is completed as proposed. There is a little bit of square footage that they could utilize so staff can work with them to see if it's necessary to remove the entire turnaround to stay with 25 percent. Libby moved, Erickson seconded, to recommend approval of LA22-000033, 559 Park Lane variance as applied. VOTE: Ayes: 7, Nays 0. OTHER BUSINESS — Update on July 10, 2023 City Council Meeting Oakden gave a brief update on the July 10, 2023 City Council meeting. Three items for which the Planning Commission had recommended approval in June consistent with staff recommendations were approved on the City Council's consent agenda. LA23-000064, a house addition the Planning Commission had recommended for approval on a split vote was tabled and referred back to the applicant for reconsideration. LA23-000025, the Commission had approved on a split vote for an over -sized accessory building was withdrawn. The applicant redesigned it to be conforming. ADJOURNMENT Kraemer moved, Kirchner seconded, to adjourn the Planning Commission Meeting. VOTE: Ayes 7, Nays 0. The Orono Planning Commission meeting adjourned at 8:31 p.m. ATTEST: Christopher Bollis, Chair Page 4 of 4 Date Application Received: 05/17/2023 Date Application Considered as Complete: 08/02/2023 60 -Day Review Period Expires: 10/01/2023 To: Chair Bollis and Planning Commission Members Adam Edwards, City Administrator From: Melanie Curtis, Planner MCC Date: 21 August 2023 Subject: LA23-000026, Eskuche Design o/b/o Dean & Heidi Martinson, 2605 North Shore Drive Variances Public Hearing Application Summary: The applicant requests variances within the 75 -foot lake setback in order to construct a home addition, an in -ground pool, and other hardcover and structural improvements within 75 feet of the ordinary high water level of Lake Minnetonka and within the wetland setback. Staff Recommendation: Planning Department Staff recommends denial of the application as submitted. Background The property has lakeshore on the south and an inlet creek connecting to French Lake which establishes a 75 - foot setback along both the south and west sides of the property resulting an approximate 5,000 square foot buildable area. This inlet is also classified as a protected wetland. The existing home on the property is located almost entirely within the 75 -foot lake setback. The applicant is proposing to construct an addition to the home within the 75 -foot lake setback, new exterior walls under the lakeside deck currently held up by deck posts, a new in -ground swimming pool, new retaining walls, stairs, walkways, as well as conduct a number of hardcover changes to the site within the 75 -foot setback. Please refer to Exhibit E and Page 3 of Exhibit F for a detailed annotation of the changes. The survey also reflects removal of an existing concrete bridge (shown as L on the proposed survey) to be removed. A six-foot high stone wall is also proposed to surround the pool area on the inlet and street sides of the patio area within the 75 -foot setback. Aesthetic modifications to the home and a detached garage building are also shown on the submitted plans which do not require zoning approvals. Two recent variance approvals were granted for construction of a new home on the property in 2019 (Resolution No. 7013) and 2022 (Resolution No. 7272). The new home was never built; both approvals have since expired. Practical Difficulties Analysis Applicants Submittal information: The applicant has identified the unique configuration with lakeshore on two sides as a practical difficulty supporting the requested variances. Additionally, they have provided supporting documentation regarding Practical Difficulties attached as Exhibit B, and should be asked for additional testimony regarding the application. Planning Staff Practical Difficulty Analysis: Staff finds that the additional setback burden on the property resulting from the inlet does create practical difficulty. However, the owners have reasonable use of the property within the existing principal building and have better alternatives for expansion/improvements. The applicant is choosing not to construct the proposed addition in a more conforming location (on the east side of the home within the building envelope) and is proposing to intensify the use of, and the encroachments within, the most sensitive portions of the property for accessory and somewhat superfluous purposes. LA23-000026 21 August 2023 Page 2 of 6 LOT ANALYSIS WORKSHEET Section 78-305; 78-1279; and 78-1605 - Setbacks: DISTRICT LR -1A Required Existing Proposed Street Yard/ROW 50' 250' House No change East Side Yard 30' 24' House No change West Side Yard 75' 50' House 50' House (lakeshore/inlet) * 20,303 s.f. 17,353 s.f. 56' 4Addition Lakeshore (south/main) 75' 27' House 18' 4 House ** (21.37%) (19%) 18' Deck 60' 4 pool Wetland 25' 46' House No change House 26' Driveway 14' 4 6' Tall Screening Wall 5' Stair to bridge 16' Pool patio 20' Pool Edge Average Lakeshore The most lakeward portion of the home (and deck) is approximately 20 feet lakeward of the average lakeshore setback line. The applicant is not specifically proposing a change. * The LR -1A side yard setbacks on the west side of the property are not called out as the 75 -foot setback from the inlet is more restrictive. ** It is unclear whether the proposed enclosure of the underneath side of the lakeside deck is to be further excavated and improved for internal storage/living space or whether it will remain as -is (see list on Page 3). Clarification is needed. lection 78- 305 - Lot Area/Width: LR -1A Lot Area Lot Width Required 87,120 s.f. (2 acres) 200' Actual 81,213 s.f. (1.86 acre) 230' @ OHWL Total Lot Area Total Structural Coverage 81,213 s.f. (1.86 acre) Allowed: 16,242.6 s.f. (20%) Existing: 3,868 s.f. (4%) Proposed: 4,793 s.f. (6%) If the enclosed area under the deck is converted to a storage area or living space (i.e. building footprint) the proposed percentage increases to 7% or 5,755 sf. More information is required. Section 78-1680 - Hardcover Calculations: Stormwater Total Area Allowed Overlay District Existing Hardcover Proposed Hardcover *** Tier in Zone Hardcover Tier 1 81,213 s.f 20,303 s.f. 17,353 s.f. 15,399 s.f. w/in 75' (25 %) (21.37%) (19%) 5,895 s.f. ***Note, the survey also reflects removal of an existing concrete bridge (shown as "L" on the proposed survey). The bridge removal is not part of this project and should not be reflected on the proposed hardcover calculations as such. LA23-000026 21 August 2023 Page 3 of 6 Applicable Regulations: Building and Structural Improvements within the 75 -foot Setback (Section 78-1279) and Hardcover within the 75 -foot Setback (Section 78-1680) No buildings, structures, or hardcover improvements are permitted within the 75 -foot setback with few exceptions as noted. The applicant is proposing to convert the existing attached garage to living space including a new addition on the street side of the home approximately 56 feet from the OHWL of the inlet. The applicant is proposing changes to the hardcover improvements within the 75 -foot setback from the lake and inlet on the property. They are removing and converting approximately 4,000 square feet of driveway as part of the proposal. Some of the driveway will be converted to pool and pool patio areas, a portion will be covered by the new detached garage. The changes include an in -ground swimming pool to be located within what is currently a portion of the driveway within the 75 -foot setback. New patios, screening walls, retaining walls, steps, walkways are all shown within the 75 -foot setback. The improvements are alphabetically coded on the survey for the hardcover calculations and the alphabetic code will be used to identify which improvements are being discussed herein. Keeping in mind the proposal includes removal of a concrete walk and wood borders on the lakeside of the home, the following new improvements are proposed: 1. The proposed home addition is 56 feet from the inlet; 2. The pool (H) is set back 23 feet from the inlet; 3. The pool patio (G) is set back 20 feet from the inlet; 4. The six-foot tall stone fence (K) is 20 feet from the inlet; 5. The new, circular paver patio and new walk (S) on the lakeside of the pool are 22 feet from the inlet and 48 feet from the lake; 6. The existing deck to be enclosed beneath may be considered to be an expansion of the building footprint (more information is required from the applicant). This deck is 18 feet from the lake the enclosure may result in a change in the home's setback from 27 feet to 18 feet, an expansion of the encroachment; and 7. The "existing" boulder retaining walls (P) on the lakeside of the home were recently installed in the place of the one -foot -tall timber border shown on the Existing Conditions Survey (Exhibit Q. They may have been included in one of the previously approved variances. However, the City does not have a record of a permit for the boulder walls. The approximately two -foot -tall boulder walls were replaced in a different location slightly further from the lake than the timber border. The boulder walls are an expansion of the existing condition in footprint, location, and height. The new boulder walls are 31 feet from the lake (see Exhibit K for the aerial photo comparison). The existing lake access stair (G on the existing survey) is being replaced by a new stair (I on the proposed survey). The new stairs are an improvement of the existing setback of 27.5 feet to 38 feet and are a permitted improvement in the 75 -foot setback. In-kind replacement or reconstruction of existing improvement is permitted; however new improvements, expansions of and/or relocation of improvements is not permitted. While the proposed in -ground pool does not result in any increase of massing or hardcover within the setback, it does create an expanded volume of the improvement in the setback and requires a lake setback variance to be 23 feet from the inlet and 60 feet from the lake requiring a variance. Also proposed as part of the area to be converted from driveway to pool patio is a new six-foot tall privacy wall 19 feet from the inlet; this wall also requires a setback variance. Although the overall hardcover on the property is and will remain conforming (from 21.3% to 19% overall LA23-000026 21 August 2023 Page 4 of 6 hardcover), a majority of the existing and proposed hardcover is located within the 75 -foot setback areas; the applicant's plan results in 33.8% of the 75 -foot setback area being covered by hardcover and structures. This is significant and the applicant should provide a breakdown of the existing hardcover in the 75 -foot setback for comparison. The total hardcover reduction is 1,954 square feet for the property. The applicant should clarify how much of the hardcover reduction is within the 75 -foot setback. The submitted existing hardcover calculations do not separately calculate the hardcover within the 75 -foot setback. However, the proposed hardcover calculation sheet does show the improvements specifically within the 75 -foot setback. Exhibit E and Page 3 of Exhibit F illustrate the hardcover changes proposed. Wetland Setbacks (Section 78-1605) Where the MCWD does not require a buffer, a 25 -foot setback shall be required by the City between the edge of all wetlands from any building (principal or accessory) or other structure, septic systems, or wells. The delineated wetland edge is somewhat consistent with the OHWL on the inlet side, therefore many of the same proposed expansions or new encroachments also do not meet the required 25 -foot wetland setback. 1. The pool (H) is set back 20 feet from the wetland; 2. The pool patio (G) is set back 16 feet from the wetland; 3. The six-foot tall stone fence (K) is 12 feet from the wetland; 4. The new, circular paver patio (S) on the lakeside of the pool is 16 feet from the wetland; and 5. The new "existing" boulder retaining wall (P) was constructed to replace existing timber walls on the lakeside of the home and is located 17 feet from the wetland. Governing Regulation: Variance (Section 78-123) In reviewing applications for variance, the Planning Commission shall consider the effect of the proposed variance upon the health, safety and welfare of the community, existing and anticipated traffic conditions, light and air, danger of fire, risk to the public safety, and the effect on values of property in the surrounding area. The Planning Commission shall consider recommending approval for variances from the literal provisions of the Zoning Code in instances where their strict enforcement would cause practical difficulties because of circumstances unique to the individual property under consideration, and shall recommend approval only when it is demonstrated that such actions will be in keeping with the spirit and intent of the Orono Zoning Code. Economic considerations alone do not constitute practical difficulties. Practical difficulties also include but are not limited to inadequate access to direct sunlight for solar energy systems. Variances shall be granted for earth -sheltered construction as defined in Minn. Stat. § 216C.06, subd. 2, when in harmony with this chapter. The board or the council may not permit as a variance any use that is not permitted under this chapter for property in the zone where the affected person's land is located. The board or council may permit as a variance the temporary use of a one -family dwelling as a two-family dwelling. According to MN §462.537 Subd. 6(2) variances shall only be permitted when: 1. The variance is in harmony with the general intent and purpose of the Ordinance. The proposed variances are not in harmony with the intent and purpose of the Ordinance. The goal of the ordinance is to reduce or eliminate improvements in the lake yard, the proposal includes new or expanded improvements within the lake yard. This criterion is note met. 2. The variance is consistent with the comprehensive plan. The proposed variances to conduct improvements to a nonconforming home and property are not consistent with the comprehensive plan. Reasonable use is established by the existing residential home on the property. The owners have a right to maintain the existing conditions. This criterion is not met. 3. The applicant establishes that there are practical difficulties. LA23-000026 21 August 2023 Page 5 of 6 a. The property owner proposes to use the property in a reasonable manner not permitted by the official controls; A request to permit some modifications including additions to the existing home on the substandard lot may be reasonable however the nature and scale of the proposed changes is not reasonable. This criterion has not been met. b. There are circumstances unique to the property not created by the landowner; The unique setbacks resulting from the wetland, lakeshore, and lake inlet significantly impact the buildable area on the property; the conditions were not created by the owners; and c. The variance will not alter the essential character of the locality. The requested variances may result in a further intensification of the nonconformities and use of the most sensitive areas of the property. Additionally, City Code 78-123 provides additional parameters within which a variance may be granted as follows: 4. Economic considerations alone do not constitute practical difficulties. Economic considerations have not been a factor in the variance approval determination. 5. Practical difficulties also include but are not limited to inadequate access to direct sunlight for solar energy systems. Variances shall be granted for earth -sheltered construction as defined in Minn. Stat. § 216C.06, subd. 2, when in harmony with Orono City Code Chapter 78. This condition is not applicable. 6. The board or the council may not permit as a variance any use that is not permitted under Orono City Code Chapter 78 for property in the zone where the affected person's land is located. This condition is not applicable, as the use for a single-family home and residential improvements are allowed uses in the LR -1A District. 7. The board or council may permit as a variance the temporary use of a one -family dwelling as a two- family dwelling. This condition is not applicable. 8. The special conditions applying to the structure or land in question are peculiar to such property or immediately adjoining property. The unique setbacks resulting from the wetland, lakeshore, and lake inlet exacerbate the property's substandard size and home proximity to the lakeshore creates difficulties which apply to few properties in the same neighborhood. The lake and inlet impacting the property resulting in an approximate 5,000 square foot building envelope is unique to the property. 9. The conditions do not apply generally to other land or structures in the district in which the land is located. The wetland and lakeshore setbacks create difficulties which may also apply to a few properties in the same neighborhood. However, the location of the lake inlet resulting in a more restrictive building envelope is unique to this property. 10. The granting of the application is necessary for the preservation and enjoyment of a substantial property right of the applicant. The owners have enjoyment and use of the property through the existing improvements. Expansion or intensification of existing nonconforming improvements or creation of new nonconformities is not a substantial property right. 11. The granting of the proposed variance will not in any way impair health, safety, comfort or morals, or in any other respect be contrary to the intent of this chapter. Granting the requested variances in this would be contrary to the intent of the zoning chapter. However, providing some relief through variances may be appropriate and supported by practical difficulty. The current plans are too intense. 12. The granting of such variance will not merely serve as a convenience to the applicant, but is necessary to alleviate demonstrable difficulty. The requested variances appear to serve as a convenience to the applicant. Effort should be made to show the desired improvements in more conforming locations. The Commission may recommend or Council may impose conditions in granting of variances. Any conditions imposed must be directly related to and must bear a rough proportionality to the impact created by the variance. No variance shall be granted or changed beyond the use permitted in this chapter in the district where such land is located. LA23-000026 21 August 2023 Page 6 of 6 Public Comments No comments from the public have been received. Issues for Consideration 1. Does the Planning Commission find that that the property owner proposes to use the property in a reasonable manner which is not permitted by an official control? 2. Does the Commission find it necessary to impose conditions in order to mitigate the impacts created by the granting of the requested variances? 3. The Commission should discuss the proposed under deck enclosure and the proposed use of the new space with the applicant. 4. The Commission should consider the additional hardcover proposed within the 75' setback and determine if the proposed improvements are necessary or serve as a convenience. 5. Does the application improve or protect the sensitive areas on the property? 6. Are there any other issues or concerns with this application? Planning Staff Recommendation Staff recommends denial of the application as submitted. While staff recognizes that there are significant challenges to development of this property, the applicant's current plan does not appear to make an effort to better utilize the allowed building envelope or to move improvements away from the most sensitive areas of the property. The proposed detached garage is shown in a conforming location on the east side of the property; variances will not be required for the new detached garage. List of Exhibits Exhibit A. Application Exhibit B. Practical Difficulties Documentation Form Exhibit C. Existing Survey Exhibit D. Proposed Survey Exhibit E. Proposed Survey —Annotated by staff Exhibit F. Proposed Plans and Elevations Exhibit G. Submitted Hardcover Calculations Exhibit H. Aerial Photos Exhibit 1. Site Photos Exhibit J. Resolution No. 7013 and No. 7272 Exhibit K. Aerial Photo Retaining Wall Comparison Exhibit L. Property Owners List Exhibit M. Map 6/27/23, 8:29 AM Permit List I Citizenserve Land Use Application Summary Application Date: 05/17/2023 Address: 2605 North Shore DR Orono, MN 55391 Parcel Number: 0911723420002 Land Use Number: LA23-000026 Application Submitted By: Agent on behalf of property owner Owner: Name: DANIEL JOSEPH MARTINSON Address: HEIDI MARIE MARTINSON 18151 TERRITORIAL RD Name: Peter Eskuche Applicant: Company: Eskuche Design Address: 18318 MInnetonka Blvd Deephaven, MN 55391 peter@eskuche.us Contact Information: Associated Contact: Peter Eskuche peter@eskuche.us Associated Contact: DANIEL JOSEPH MARTINSON Project Description: Land Use Application Type: Applicant Signature: Associated Contact: Associated Contact: Remodel and Addition Amendmend Application Appeal of Admin Decision Concept Application Conditional Use Permit Site Plan Application Subdivision Application Subdivision Exception Vacation Application Variance Application https://www5.citizenserve.com/Admin/PerrnitController?Action=ListPermits&Work0rder_ID=87004100&ciDisplay=null&getPrint=true&skipLoading=true 1/1 6/26/23, 4:18 PM Permit List I Citizenserve PRACTICAL DIFFICULTIES DOCUMENTATION FORM LA23-000026 1. The property owner proposes to use the property in a reasonable manner not permitted by the Zoning Chapter. Response: Yes 2. The plight of the landowner is due to circumstances unique to his property not created by the landowner. Response: Yes, the property has two lakeshore setbacks - Lake Minnetonka & French Lake/Creek. 3. The variance, if granted, will not alter the essential character of the locality. Response: Yes, the proposed design reduces the amount of existing hardcover on the lot. 4. Economic considerations alone do not constitute practical difficulties if reasonable use for the property exists under the terms of the Zoning Chapter. Response: N/A 5. Practical difficulties include, but are not limited to, inadequate access to direct sunlight for solar energy systems. Variances shall be granted for earth -sheltered construction as defined in Minnesota Statutes, Section 1167.06, Subd. 2, when in harmony with this Chapter. Response: Yes, practical difficulties include restrictive allowable buildable area for this unique lot. 6. The Board of Appeals and Adjustments or the Council may not permit as a variance any use that is not allowed under this Chapter for property in the zone where the affected person's land is located. Response: N/A 7. The Board or Council may permit as a variance the temporary use of a one -family dwelling as a two-family dwelling. Response: N/A 8. The special conditions applying to the structure or land in question are peculiar to such property or immediately adjoining property. Response: Yes. In addition to the Lake Minnetonka shoreline setback, there is a unique secondary lake setback due to French Lake/Creek. The conforming buildable area on a 1.86 acre rectangular lot is severely constricted to a 0.13 acre wedge. 9. The conditions do not apply generally to other land or structures in the district in which said land is located. Response: Yes, the typical Lake Minnetonka lot does not have a secondary shoreline setback. https://www5.citizenserve.com/Admin/PerrnitController?Action=ListPermits&WorkOrder_ID=87004100&ciDisplay=null&getPrint=true&skipLoading=true 1/2 6/26/23, 4:18 PM Permit List I Citizenserve 10. The granting of the application is necessary for the preservation and enjoyment of a substantial property right of the applicant. Response: Yes 11. The granting of the proposed variance will not in any way impair health, safety, comfort, morals, or in any other respect be contrary to the intent of the Zoning Code. Response: Yes 12. The granting of such variance will not merely serve as a convenience to the applicant but is necessary to alleviate demonstrable difficulty. Response: Yes https://www5.citizenserve.com/Admin/PermitController?Action=ListPermits&WorkOrder_ID=87004100&ciDisplay=null&getPrint=true&skipLoading=true 2/2 HENN. CO. CIM AT N 88°51' 00" W 2660.81 1 — N 1/4 CORNER OF ­7 -?-0- — — — — _ / SEC. 9-117-23; - — V �--- — o���HENN. CO. CIM FOUND AT NE CORNER OF CERTIFICATE OF SURVEY FOR L SEC. 9-1 17-23; FOUND 00 Lh XC6 JOHN & SANDRA JEROME o i \ coo ' 004 8-1842 ................ / \ ••6625 / PO/NT A / Order in Case No. 27 -ET -CV -15 IN GOVT LOT 4, SEC. 9-117-23 HENNEPIN COUNTY, MINNESOTA \ RIGHT—OF—WAY LINES AS \, SHOWN ON R.L.S. NO. 1467 \ ss Q \ 90Q \ � Q \ � s \ \ s 1 \ \ o \ (931.3)a / SAN MH �� (93O j \ �gcKT ?\ \ �o �J j / OA LINE A .. ••.•... /� / � \ � / - -932- .. 36" WILLOW , 1 EXISTING HOUSE / UNDER CONSTRUCTION / #2655 Cb ��O / '•+.,, \ \ \ PILLAR / 1 �170lyF3 .929.4 CONTOUR \ \ \ LINE (O.H.W.) ,•\ \ 44" WILLOW POND \ \ (FRENCH CREEK) \ \ \ (K) dal 6/ (935.4 \ y O Judicial landmark / • / / i93 \ �\\ .-rr pur n o / 0 et sua t (931.0 Order in Cos, No. z • / / BLACKTOP 27 -ET -CV -15-61/ \ = 97 DRIVEWAY x/ s --93$ \ FLAGPOLE / ?\//` / (P) \1�I'%/, 'J FOUNTAIN \ /RETAININ ��l �� O GARAGE WALL FLOOR= ?, (C) (937.6) \\ I \� SPR�C2%, 931 J I //y ^ w - 3 \ � 1 (�/ I�� 6 (E)�P�� 93�\ \ I ;i 12" 9�d' A2�gRSgtip\ SURVEY (G) (H) :9 � sEWLR 9.51.b) INE p x / *00" O CLEANour BLACKTOP \ WOOD P� o �9 AN j �� \5) BORDER 1 Sg, v'r, (o ,0 �9�� �� G'y DRIVEWAY `J 1 ()\ 281 (D) �° (932.R) 9 �qC� / 19�� 0� `� (932•,, K G DECK EXISTING a 10(E) o A q<� P (B) FLOOR N !S >,BIRC1•-/ (F) � LEVEL= 27 V` \�0. Rt��/o 2� q<< �� HOUSE (940.1) 0 t93j4CLUMP �) R�Lx O 6�,"��0 01 #2605 70 PILLAR t 41 Aj \ \ DECK �� o .0 y�P 2.0 (935.5) 929.4 CONTOUR-`* \\ \ �\ � 4 \ 164 h o WOOD LINE (O.H.W.) \\ \ ��g\ (P) 358 BORDER 3 \ o (0) DECK cO'� AlF (M) ILLAR : \ TWIN 28" WILLOW (M) (D)01 ' � O �O �c 0 20 40 ix SCALE IN FEET LEGAL DESCRIPTION OF PROPERTY (per Certificate of Title No. 1 168419) (F) CONC \ 934 \ ��\ RETE WALK \ Section 9 Township Ran e 23, described \\�,\ That part of Government Lot 4, p 117, g \ WOOD as follows: Commencing at the North quarter corner of said section; thence on LAKE \� B (,O)ER woo TWIN 24"\OAK a bearing of South (the North line of the Northeast Quarter of said section \ BORDER \ FOUND (TYP) \ SPIKE; being assumed to have a bearing of North 88 degrees 51 minutes West for \\ ��o (0) purposes of this description) a distance of 2878.55 feet; thence South 70 �`S'•., \ �� degrees 37 minutes 31 seconds East a distance of 838.42 feet; thence South coNc. 67 degrees 19 minutes 23 seconds East a distance of 266.25 feet to Point A MINNETONKA �� 93?�� ,.� said point A being the point of beginning of the property being described and per, � r9,�3? P g P 9 g P p Y 9 X J also the beginning of Line A; thence South 32 degrees 16 minutes 30 seconds West along said Line A to a point on the shore of Lake Minnetonka, and said Line A there ending; thence Southeasterly along said shore to a point 300 feet EASTCRYSTAL BAY Southeasterly from said Line A, said 300 feet being measured on a bearing of South 59 degrees 05 minutes 30 seconds East from said Line A; thence North 32 degrees 16 minutes 30 seconds East a distance of 370 feet to an inter— section with a line drawn South 59 degrees 05 minutes 30 seconds East from said Point A; thence North 59 degrees 05 minutes 30 seconds West to said Point A, the point of beginning; except that part of said above described property lying Southeasterly of the following described line: Commencing at said Point A; thence South 59 degrees 05 minutes 30 seconds East a distance of 246.74 feet to the point of beginning of the line being described; thence South 34 degrees 54 minutes 30 seconds West to the shore of Lake Minnetonka, and said there ending. Subject to flowage easement set forth in decree of which a certified copy is of record in Book 85 of Miscellaneous Records, Page 301 in the office of the Register Deeds of this County; • : denotes iron marker found p denotes Judicial landmark (908.3) : denotes existing spot elevation, mean sea level datum ---917---: denotes existing contour line, mean sea level datum Bearings shown are based upon an assumed datum. This survey intends to show the boundaries of the above described property, and the location of an existing house, trees, spot elevations, topography and all visible "hardcover" thereon. It does not purport to show any other improvements or encroachments. DATE REMARKS I hereby certify that this plan, specification, or report PROJECT G R O N B E R G & ASSOCIATES, INC. was prepared by me, or under my direct supervision, DATE and that I am a duly Licensed Land Surveyor under the 4-25-19 CIVIL ENGINNERS, LAND SURVEYORS, LAND PLANNERS laws of the State of Minnesota. SCALE 1 "=20' 445 NORTH WILLOW DRIVE LONG LAKE, MN 55356 JOB No 952-473-4141 Mark S. Gronberq Minnesota License Number 12755 19-111 `/ J. V 8" A H 3 30" WILLOW-..____.- :=19 X40" WILLOW 44" WILLOW' \I/ ` _ —L -934— — — —' :�>j� CONCFIE R GEN PAD I \� 6'x�\ _ �/ / �- \ 10" CRABAPPLE SPRUCE 4op� 12" SPRUCE M \� i / ' CONCRETE BRIDGE . ' -14" ASH- / / 935.6) 935.6) WALL cTP16lAR �OOD (0) 3�� \ -936 /(TO R /� P) (0) -16" ASH- 9 (K) dal 6/ (935.4 \ y O Judicial landmark / • / / i93 \ �\\ .-rr pur n o / 0 et sua t (931.0 Order in Cos, No. z • / / BLACKTOP 27 -ET -CV -15-61/ \ = 97 DRIVEWAY x/ s --93$ \ FLAGPOLE / ?\//` / (P) \1�I'%/, 'J FOUNTAIN \ /RETAININ ��l �� O GARAGE WALL FLOOR= ?, (C) (937.6) \\ I \� SPR�C2%, 931 J I //y ^ w - 3 \ � 1 (�/ I�� 6 (E)�P�� 93�\ \ I ;i 12" 9�d' A2�gRSgtip\ SURVEY (G) (H) :9 � sEWLR 9.51.b) INE p x / *00" O CLEANour BLACKTOP \ WOOD P� o �9 AN j �� \5) BORDER 1 Sg, v'r, (o ,0 �9�� �� G'y DRIVEWAY `J 1 ()\ 281 (D) �° (932.R) 9 �qC� / 19�� 0� `� (932•,, K G DECK EXISTING a 10(E) o A q<� P (B) FLOOR N !S >,BIRC1•-/ (F) � LEVEL= 27 V` \�0. Rt��/o 2� q<< �� HOUSE (940.1) 0 t93j4CLUMP �) R�Lx O 6�,"��0 01 #2605 70 PILLAR t 41 Aj \ \ DECK �� o .0 y�P 2.0 (935.5) 929.4 CONTOUR-`* \\ \ �\ � 4 \ 164 h o WOOD LINE (O.H.W.) \\ \ ��g\ (P) 358 BORDER 3 \ o (0) DECK cO'� AlF (M) ILLAR : \ TWIN 28" WILLOW (M) (D)01 ' � O �O �c 0 20 40 ix SCALE IN FEET LEGAL DESCRIPTION OF PROPERTY (per Certificate of Title No. 1 168419) (F) CONC \ 934 \ ��\ RETE WALK \ Section 9 Township Ran e 23, described \\�,\ That part of Government Lot 4, p 117, g \ WOOD as follows: Commencing at the North quarter corner of said section; thence on LAKE \� B (,O)ER woo TWIN 24"\OAK a bearing of South (the North line of the Northeast Quarter of said section \ BORDER \ FOUND (TYP) \ SPIKE; being assumed to have a bearing of North 88 degrees 51 minutes West for \\ ��o (0) purposes of this description) a distance of 2878.55 feet; thence South 70 �`S'•., \ �� degrees 37 minutes 31 seconds East a distance of 838.42 feet; thence South coNc. 67 degrees 19 minutes 23 seconds East a distance of 266.25 feet to Point A MINNETONKA �� 93?�� ,.� said point A being the point of beginning of the property being described and per, � r9,�3? P g P 9 g P p Y 9 X J also the beginning of Line A; thence South 32 degrees 16 minutes 30 seconds West along said Line A to a point on the shore of Lake Minnetonka, and said Line A there ending; thence Southeasterly along said shore to a point 300 feet EASTCRYSTAL BAY Southeasterly from said Line A, said 300 feet being measured on a bearing of South 59 degrees 05 minutes 30 seconds East from said Line A; thence North 32 degrees 16 minutes 30 seconds East a distance of 370 feet to an inter— section with a line drawn South 59 degrees 05 minutes 30 seconds East from said Point A; thence North 59 degrees 05 minutes 30 seconds West to said Point A, the point of beginning; except that part of said above described property lying Southeasterly of the following described line: Commencing at said Point A; thence South 59 degrees 05 minutes 30 seconds East a distance of 246.74 feet to the point of beginning of the line being described; thence South 34 degrees 54 minutes 30 seconds West to the shore of Lake Minnetonka, and said there ending. Subject to flowage easement set forth in decree of which a certified copy is of record in Book 85 of Miscellaneous Records, Page 301 in the office of the Register Deeds of this County; • : denotes iron marker found p denotes Judicial landmark (908.3) : denotes existing spot elevation, mean sea level datum ---917---: denotes existing contour line, mean sea level datum Bearings shown are based upon an assumed datum. This survey intends to show the boundaries of the above described property, and the location of an existing house, trees, spot elevations, topography and all visible "hardcover" thereon. It does not purport to show any other improvements or encroachments. DATE REMARKS I hereby certify that this plan, specification, or report PROJECT G R O N B E R G & ASSOCIATES, INC. was prepared by me, or under my direct supervision, DATE and that I am a duly Licensed Land Surveyor under the 4-25-19 CIVIL ENGINNERS, LAND SURVEYORS, LAND PLANNERS laws of the State of Minnesota. SCALE 1 "=20' 445 NORTH WILLOW DRIVE LONG LAKE, MN 55356 JOB No 952-473-4141 Mark S. Gronberq Minnesota License Number 12755 19-111 N W w 0 CA Ow HENN. CO. CIM AT L4 N 88051' 00" W 2660.81 D N 1/4 CORNER OFA----- -- -- -- -- SEC.- 9-117-23; \ �--- FOUND O N 000 o J O oo 001 O 1-r1 838 `�2 •............. CERTIFICATE OF SURVEY FOR -='•\HENN. CO. CIM AT NE CORNER OF SEC. 9-117-23; FOUND ESKUCHE DESIGN GROUP IN GOVT LOT 4, SEC. 9-117-23 �\ HENNEPIN COUNTY MINNESOTA .S•6 �CO / \ POWT /\ RIGHT-OF-WAY LINES AS .................... .\ ; SHOWN ON R.L.S. N0. 1467. 41 \ 932 j 90 \ / 301, '\ p l Landmark 4 [� \ / setet pursuant to / Order in CaseNo. O/ 27 -ET -CV -15-6 / \ ✓� % o \ / \ \ A / / 929.9) \ \ \ SAN / \ MH ckT \ \ .LINEA \ i '\PILLAR J \' \ (N) C ATE PILLAR \ / / \�1709,� TWIN 28 WILLOW � / (N) / POND (FRENCH CREEK) 44"� W 0 EDGE OF WETLAND A.� `�P / AS DELINEATED BY _ \ f ^Q/ ANDERSON (TYF MNPE) GINEERING•.,. .�------- - - (E) G P C-) rn WETLAND STAKE PER , 3�� `'.J � � ANDERSON ENGINEERING-.. OF MN (TVP) �'� '�!/^------- / _ •.�' - ��' �" - - - .- - - _ \ -- - -••i' ` `��\ /' `'932 � .� / 30' LOW 9,32 \0� 40" WILLOW' 44" WILLOW' 931.6 Za` q. >- ORS �� / � 932 - 6,�, / r A / (L)', �- 10" CRABAPPLE I � \ 12" SPRUCE-� eAAp 12" SPRUCE "CONCRETE:. �%�i ? / � 935. /���rl ��\ 7/ <F //lil �\ Alf J d� BRIDGE / / 14" ASH= /: _ 6) Oo� ( ) O . REMOVED -936 9� \ v T° EYP)// J20�5 / TO REMAIN \ / 16" ASH ¢EltO i PROPOSED \ / (00 73) 23083A3.SCJ 9`T? \/g4&40 / j j �t, \\ \ ONE FENCE,, \ DRIVEWAY � K ( ) 936:0 \ (E) \•. . 62> � yon' o,"� '•,� Vie/ / / ��°O 6!' � ��,•� / I �C G / /. \ 6// / o,/ / \ PATI �'' I PROPOSED \ \ \ POOL / \\ ,'\ \ ,�1,v F�\� /PROPOSEDVIS (H) / POOL PATIO),.A\- +�I� \ 9 \ \ �O ��ei , ?6 r BOTTOM (G) PROPOSED \QoF\ \ / �. 1 f / / '1 •• \ / 0 - FLAGPOLE � � �� � \ 9 - -s PROPOSED \ o / V o / y��!\ 3 /n 9 \ 8 DRIVEWAY PROPOSED �\ ADDITION (F) (E) \� \/ \ , a� A > �GGE� \^�9e��\R\per0 <o GARAGE/ ce iii ` o� ` SEXISTING GAR�S�c `�'6 9 p Srkoa X.�7/ ; ; S F s h9` FLOOR=(937.8) y �oQO / u- O E \ 9365 • 'J6\ 936:5 / moo. 12" f Qiv� 9 PROPOS Q / (T) (g3> 90 / 2 \ , I DE / / cIP ?> (I) ' FLOOR= 938.2 75` LAKE/ PROPOSED STONE , g � / \, (B) i J \ �' oG 2� RET. W LL / \ ` CLEAN LOW 'wpp O l�t�` S�Eps F EXISTING TO BE SETBACK )� W= 940.0 CLEANOUT / \ T�lnGf SF\ ✓P I) MOVED LINE �Q 39.0/ PROPOS:'�,,VBWW='�� 2°pR��ppAVfR 9380 �O�4��o'1-0 STF(Q1 iY/7//T) 938 �� �0 \ S� FLOOR �� (CJ ��ROPOSED STONE \ `� Vii o0 r91TQ ° LEVEL= 9 9 RET. WALL / �3> �& (� A� (932.,) EXISTING 4 C� TW=940:0 \ 4 f �c,� �W- g35 1� EFV \ S6 S ZI ROP B 939.0 \ HOUSE ( OOP/ \\p �\ gW' g3 TW=(935.6) DECK HOUSE FLOOR /� N \ \pS I / 3Q I L` !^ \x931\ g* BW=(93E (Q) n LEVEL= 2? i BIRCH `.l f (940.1) 0 p �AJ x\(93�9 =�0 701, \ &W--(933.9 \� No�26O5DR. M CLUMP9 \ VA/ 7.8� l ) 7.0 y�°j A AVERAGE rn O� \ SURVEY \ LAKESHORE Q'/ .1` 1z N 20 40 �� S C A L E I N F E E T \� LINE \ '� TBACK M ?o<,§,E LINE2.p935.8} � POOL {EQUIPMENT 929.4 CONTOUR,` /s.4 Aj) gE�oPP�s LINE (O:H.W) \ 9 \ 3.8 �(J�¢"E� 00 (N.G.V.D. 1929) \\ 3rs\ \ Roe e�X�s1�NGG WPL�p 930 �\ (s3 DECK /(�R �_. �N\N PO \22� ` . RSO gE RENE LEGAL DESCRIPTION OF PROPERTY (per Certificate of Title No. 1 168419) That part of Government Lot 4, Section 9, Township 117, Range 23, described f9s as follows: Commencing at the North quarter corner of said section; thence on \\ \ \ \� 1� rW,W�� a, a bearing of South (the North line of the Northeast Quarter of said section LAKE\\\ \ �\ 24" 014k FOUND being assumed to have a bearing of North 88 degrees 51 minutes West for SPIKE,."purposes of this description) a distance of 2878.55 feet; thence South 70 �Q)�A\ �� degrees 37 minutes 31 seconds East a distance of 838.42 feet; thence South \\� 932coNc. 67 degrees 19 minutes 23 seconds East a distance of 266.25 feet to Point A, said point A being the point of beginning of the property being described and MINNETONKA also the beginning of Line A thence South 3 degrees R/p0�g g 2 eg ees 16 minutes 30 seconds , o x 29 \ West along said Line A to a point on the shore of Lake Minnetonka, and said Line A there ending; thence Southeasterly along said shore to a point 300 feet EAST CRYSTAL BAY DATE REVISIONS 5-14-19 DELINEATED WETLANDS ADDED 5-22-19 REVISIONS PER ANDERSON ENGINEERING 5-15-23 EXISTING HOUSE TO REMAIN, PROPOSED DETACHED GARAGE, POOL & PATIO, ETC. 5-19-23 6-20-23 REVISED SITE PLAN 6-28-23 ADDITIONAL INFORMATION 7-19-23 BUFFERS REMOVED PER MCWD I hereby certify that this plan, specification, or report was prepared by me, or under my direct supervision, and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. Mark S. Gronbera Minnesota License Number 12755 Southeasterly from said Line A, said 300 feet being measured on a bearing of South 59 degrees 05 minutes 30 seconds East from said Line A; thence North 32 degrees 16 minutes 30 seconds East a distance of 370 feet to an inter- section with a line drawn South 59 degrees 05 minutes 30 seconds East from said Point A; thence North 59 degrees 05 minutes 30 seconds West to said Point A, the point of beginning; except that part of said above described property lying Southeasterly of the following described line: Commencing at said Point A; thence South 59 degrees 05 minutes 30 seconds East a distance of 246.74 feet to the point of beginning of the line being described; thence South 34 degrees 54 minutes 30 seconds West to the shore of Lake Minnetonka, and said there ending. Subject to flowage easement set forth in decree of which a certified copy is of record in Book 85 of Miscellaneous. Records, Page 301 in the office of the Register Deeds of this County; • : denotes iron marker found O : denotes Judicial landmark (908.3) : denotes existing spot elevation, mean sea level datum - -917- -: denotes existing contour line, mean sea level datum 910.8: denotes proposed spot elevation, per architect 930 denotes proposed contour line, per architect Bearings shown are based upon an assumed datum. This survey intends to show the boundaries of the above described property, and the location of an existing house, trees, spot elevations, topography and all visible "hardcover", and the proposed location of a proposed garage, pool, patios, walks, walls and grades thereon. It does not purport to show any other improvements or encroachments. PROJECT DATE GRONBERG & ASSOCIATES, INC, 4-25-19 CIVIL ENGINEERS, LAND SURVEYORS, LAND PLANNERS SCALE 1 "=20' 445 NORTH WILLOW DRIVE LONG LAKE, MN 55356 JOB No �Zl�4ZA 952-473-4141 __ Judicial Landmark set pursuant to �C,� Order in Case No. , •, 27 -ET -CV -15-61 (931.0) (00 73) 23083A3.SCJ 9`T? \/g4&40 / j j �t, \\ \ ONE FENCE,, \ DRIVEWAY � K ( ) 936:0 \ (E) \•. . 62> � yon' o,"� '•,� Vie/ / / ��°O 6!' � ��,•� / I �C G / /. \ 6// / o,/ / \ PATI �'' I PROPOSED \ \ \ POOL / \\ ,'\ \ ,�1,v F�\� /PROPOSEDVIS (H) / POOL PATIO),.A\- +�I� \ 9 \ \ �O ��ei , ?6 r BOTTOM (G) PROPOSED \QoF\ \ / �. 1 f / / '1 •• \ / 0 - FLAGPOLE � � �� � \ 9 - -s PROPOSED \ o / V o / y��!\ 3 /n 9 \ 8 DRIVEWAY PROPOSED �\ ADDITION (F) (E) \� \/ \ , a� A > �GGE� \^�9e��\R\per0 <o GARAGE/ ce iii ` o� ` SEXISTING GAR�S�c `�'6 9 p Srkoa X.�7/ ; ; S F s h9` FLOOR=(937.8) y �oQO / u- O E \ 9365 • 'J6\ 936:5 / moo. 12" f Qiv� 9 PROPOS Q / (T) (g3> 90 / 2 \ , I DE / / cIP ?> (I) ' FLOOR= 938.2 75` LAKE/ PROPOSED STONE , g � / \, (B) i J \ �' oG 2� RET. W LL / \ ` CLEAN LOW 'wpp O l�t�` S�Eps F EXISTING TO BE SETBACK )� W= 940.0 CLEANOUT / \ T�lnGf SF\ ✓P I) MOVED LINE �Q 39.0/ PROPOS:'�,,VBWW='�� 2°pR��ppAVfR 9380 �O�4��o'1-0 STF(Q1 iY/7//T) 938 �� �0 \ S� FLOOR �� (CJ ��ROPOSED STONE \ `� Vii o0 r91TQ ° LEVEL= 9 9 RET. WALL / �3> �& (� A� (932.,) EXISTING 4 C� TW=940:0 \ 4 f �c,� �W- g35 1� EFV \ S6 S ZI ROP B 939.0 \ HOUSE ( OOP/ \\p �\ gW' g3 TW=(935.6) DECK HOUSE FLOOR /� N \ \pS I / 3Q I L` !^ \x931\ g* BW=(93E (Q) n LEVEL= 2? i BIRCH `.l f (940.1) 0 p �AJ x\(93�9 =�0 701, \ &W--(933.9 \� No�26O5DR. M CLUMP9 \ VA/ 7.8� l ) 7.0 y�°j A AVERAGE rn O� \ SURVEY \ LAKESHORE Q'/ .1` 1z N 20 40 �� S C A L E I N F E E T \� LINE \ '� TBACK M ?o<,§,E LINE2.p935.8} � POOL {EQUIPMENT 929.4 CONTOUR,` /s.4 Aj) gE�oPP�s LINE (O:H.W) \ 9 \ 3.8 �(J�¢"E� 00 (N.G.V.D. 1929) \\ 3rs\ \ Roe e�X�s1�NGG WPL�p 930 �\ (s3 DECK /(�R �_. �N\N PO \22� ` . RSO gE RENE LEGAL DESCRIPTION OF PROPERTY (per Certificate of Title No. 1 168419) That part of Government Lot 4, Section 9, Township 117, Range 23, described f9s as follows: Commencing at the North quarter corner of said section; thence on \\ \ \ \� 1� rW,W�� a, a bearing of South (the North line of the Northeast Quarter of said section LAKE\\\ \ �\ 24" 014k FOUND being assumed to have a bearing of North 88 degrees 51 minutes West for SPIKE,."purposes of this description) a distance of 2878.55 feet; thence South 70 �Q)�A\ �� degrees 37 minutes 31 seconds East a distance of 838.42 feet; thence South \\� 932coNc. 67 degrees 19 minutes 23 seconds East a distance of 266.25 feet to Point A, said point A being the point of beginning of the property being described and MINNETONKA also the beginning of Line A thence South 3 degrees R/p0�g g 2 eg ees 16 minutes 30 seconds , o x 29 \ West along said Line A to a point on the shore of Lake Minnetonka, and said Line A there ending; thence Southeasterly along said shore to a point 300 feet EAST CRYSTAL BAY DATE REVISIONS 5-14-19 DELINEATED WETLANDS ADDED 5-22-19 REVISIONS PER ANDERSON ENGINEERING 5-15-23 EXISTING HOUSE TO REMAIN, PROPOSED DETACHED GARAGE, POOL & PATIO, ETC. 5-19-23 6-20-23 REVISED SITE PLAN 6-28-23 ADDITIONAL INFORMATION 7-19-23 BUFFERS REMOVED PER MCWD I hereby certify that this plan, specification, or report was prepared by me, or under my direct supervision, and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. Mark S. Gronbera Minnesota License Number 12755 Southeasterly from said Line A, said 300 feet being measured on a bearing of South 59 degrees 05 minutes 30 seconds East from said Line A; thence North 32 degrees 16 minutes 30 seconds East a distance of 370 feet to an inter- section with a line drawn South 59 degrees 05 minutes 30 seconds East from said Point A; thence North 59 degrees 05 minutes 30 seconds West to said Point A, the point of beginning; except that part of said above described property lying Southeasterly of the following described line: Commencing at said Point A; thence South 59 degrees 05 minutes 30 seconds East a distance of 246.74 feet to the point of beginning of the line being described; thence South 34 degrees 54 minutes 30 seconds West to the shore of Lake Minnetonka, and said there ending. Subject to flowage easement set forth in decree of which a certified copy is of record in Book 85 of Miscellaneous. Records, Page 301 in the office of the Register Deeds of this County; • : denotes iron marker found O : denotes Judicial landmark (908.3) : denotes existing spot elevation, mean sea level datum - -917- -: denotes existing contour line, mean sea level datum 910.8: denotes proposed spot elevation, per architect 930 denotes proposed contour line, per architect Bearings shown are based upon an assumed datum. This survey intends to show the boundaries of the above described property, and the location of an existing house, trees, spot elevations, topography and all visible "hardcover", and the proposed location of a proposed garage, pool, patios, walks, walls and grades thereon. It does not purport to show any other improvements or encroachments. PROJECT DATE GRONBERG & ASSOCIATES, INC, 4-25-19 CIVIL ENGINEERS, LAND SURVEYORS, LAND PLANNERS SCALE 1 "=20' 445 NORTH WILLOW DRIVE LONG LAKE, MN 55356 JOB No �Zl�4ZA 952-473-4141 __ N 88°51' 00" W 2660.81 _ ----HENN. CO. CIM �— —�'�AT NE CORNER OF SEC. 9-117-23; FOUND Proposed Conditions CERTIFICATE OF SURVEY FOR ESKUCHE DESIGN GROUP IN GOVT LOT 4, SEC. 9-117-23 HENNEPIN COUNTY, MINNESOTA ,,,.,,RIGHT-OF-WAY LINES AS HOWN ON R.L.S. NO. 1467 s 00 \\\ Sgaos 3o,: \\ 4,0 / / ( SAN <' MHr,bJ \ ATOP 10ADWAY_ LNE A \ \ ♦ \ PURR \ o \ POND (FRENCH CREEK) Q / / EDGE OF WETLAND \ / OQ (E) ' �J`J' •• AS DELINEATED BY M / / ANDERSON ENGINEERING.,, — OF MN (TYP) `•. //�_—_—_—_ \ ` \ / 0\.P���P ,yt,'�� J.h� O / WETLAND STAKE PER 1 I NDER ANSON GNEERING., Y/fasfA) 'Y ✓� j/ +' 934—--_A \ \�TVI'I'//o.� X932 A / :rl . 170 iz• mRuci�(, fz•�mice O wn //J a ..... / ✓ 6" y .CSR. m ce,E r L \\ PROPOSED \ �I \T \DRIVEWAY /,>OPoseO 1 \ \ III \ ..,•. /f::"'M;1., II / f\(H) ,/� POOL PA L,\ �� \ 3 (0) PROPOSED�� ,\ �o tt o pJ' I 4 / }•.. ''�1\rr\ /777`YYY" PROPOSE DRIVEWAY ePROPOSED I J \ \1, DITION%� (/F) !\ (E) tia �' I I T •.... fill Iwo MAW PRrno os 75' LA oPo�o)s o��/ ® \ /; %iaaa /f 0 20 40 80 %•. bio LINE �a a o \ l •\T iii _ _ \83pJ)59.26"\'`'^ ew7��Nj�_ G m D�RD1PEr)PwyED3nDx �� Dj m '.. 7$> SCALE I N FEE T yv yD�o ASTING z1 j �o `0 \ FLOOR HOUSE FOR �� ab D w:(02.7 (o) #2605 iy:o`.;j% 1ja a o� 10 (A) AIS VERAC 7 w %'' "'� 1 SURVEY AKESHORE \\\�\ LINE \ a` SETBACK N 20 >' "I, ��44111 x, PRoraE.-- 929.4 CONTOURERT' \ \ \ �. ,p,W LINE (O.H.WJ (N.G. V.D. 1929) \ S IX"oP'E TND W \ 'n''`J E(o) LEGAL DESCRIPTION OF PROPERTY (per Certificate of Title No. 1168419) 75 R1_ That part of Government Lot 4, Section 9, Township 117, Range 23, described LAKE \� 8 w fa i' as follows: Commencing at the North quarter corner of said section; thence on \ \';�\ \ \\ TR.A14 •>r.,af'' a bearing of South (the North line' of the Northeast Quarter of said section \;\r \ '"aEY T 'ng assumed to have a bearing of North 88 degrees 51 minutes West for \zJ J CRs \ p oses of this description) a distance of 2878.55 feet; thence South 70 \ 6°' deg es 37 minutes 31 seconds East a distance of 838.42 feet; thence South \\:9az '• 67 egrees 19 minutes 23 seconds East a distance of 266.25 feet to Point A, M I N N E T 0 N K A Bai point A eing the point of beginning of the property being described and \\� , \, also the of Line A; thence South 32 degrees 16 minutes 30 seconds J We Line- A to a point on the shore of Lake Minnetonka, and said ,\ADS a ending; thence Southeasterly along said shore to a point 300 feet EAST CRYSTAL BAY t ly fro 'd Line A, said 300 feet being measured on a bearing of outh a inutes 30 seconds East from said Line A; thence North MA L 2 g es 30 seconds East a distance of 370 feet to an inter— line drawn South 59 degrees 05 minutes 30 seconds East from - t 1�� /� cave -p- a in A; thence North 59 degrees 05 minutes. 30 seconds West to said N e -vv • w � Y d `ale p— Point A, the point of beginning; except that part of said above described Y " ✓� property lying Southeasterly of the following described line: Commencing at sold Point A; thence South 59 degrees 05= 30 seconds East a distance Of 246.74 feet to the 'point of beginning of the line being described; thence I L South 34 degrees 54 minutes 30 seconds West to the shore of Lake LJ 7�,� �T �, {�Q� �� - -Minnetonka, and said there ending. Subject to flowage easement set forth in decree of which a certified copy is of record in Book 85 of Miscellaneous. Records, Page 301 in the office _ ► • _ v _ I _ ��� .•' - of the Register Deeds of this County; /✓'ylvf6 �/v�`I'A� �— • denotes iron marker found ® denotes Judicial landmark ` (9o8.3):denotes existing spot elevation, mean sea level datum \J1 --917--: denotes existing contour line, mean sea level datum denotes proposed spot elevation, per architect �' �� ��,(/'► (v�`L./JIf!/� (/V Y � 1 s30 denotes proposed contour line, per architect ,Da,AF3Cl '� Bearings shown are based upon an assumed datum. DATE REVISIONS This survey intends to show the boundaries of the above described property, 5-14-19 OE1_ EATEO -R ADDED and the location of an existing house, trees, spot elevations, topography s -G 9 PER AHOERSOx F-REERw and all visible "hardcover", and the proposed location of a proposed garage, 5-15-33 EN9TwG HOWL TO FENAW. PRC— DETACHED GARAGE, PDOL! PAM ETC. pool, patios, walks, walls and grades thereon. It does not purport to show any other improvements or encroachments. FEVREO SRE PWI 'v -m ADDDaMLLN'gMATPIN I hereby certify that this plan, specification, or report PROJECT 1a-zD xErms RENCVED PER ucwD was prepared by me, or under my direct supervision, NArc GRONBERG & ASS:OCIATES, INC. and that I am a duly Licensed Land Surveyor under the 4-25-19 CIVIL ENGINEERS, LAND SURVEYORS; LAND PLANNERS laws of the State of Minnesota. 10 445 NORTH WILLOW DRIVE LONG LAKE, MN 55356 Mark S. Gronberg Minnesota License Number 12755 23-083A 952-473-4141 J I ,932• i J Q CONCRETE f B4uCE To BE 0) REMOVM B � ! 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OF MN (TYP) ' Qp�NiT \ \ • ; \ 'gip \ 15? \No 709 10 \ rS F9SF POND (FRENCH CREEK) 41 \ 44" WILLOWxv , EDGE OF WETLAND \� \ \ (E) AS DELINEATED BY _„- ---- ---- —"' `--" �� �Q ANDERSON ENGINEERING,,. OF MN (TYP) '••� ol / WETLAND STAKE PER --''� �� 11% � ,/ \ ,/ ,, yJ I ANDERSON ENGINEERING,., -''+ 9�1 S`. \ WETLAND STAKE PER 1__', °� 9111% 1S\` \ ,/ OF `MN (TYP) ,,. ` \ �p / ANDERSON ENGINEERING•., �.- ,� �- - — - — _ ....� \ �/ \ OF MN (TYP)/' \ p 30" WILLOW , / . . ✓' _ / *-932 F L O O � P't' A-I-N� r� � --•-- •- � .; .......• _ ...-- / � � �� � �� , ,,.+► — . -- -- � ~ 30" WILLOW \ � X 932 '(X �40WILLOW 44 WILLOW -.� / , ,' ,� , _� ��� - ..40 WILLOW'44 WILLOW'/ I ' I V , 9 / 34--- ---- — — � 5� / ��I V�wp I i I'/ � :! 931.6 -�' �k �� ��, �- "� �9 _ �\ 0% ( ) 932 xti r / ( . �,/ 10" CRABAPPLES _� Rq -� 934 - �1 >- C� / ; 161 1 L) / / • \ 12 SPRUCE 9A 12 SPRUCE r l / - / 10" CRABAPPLE _ Rq ` „ ;' Ll / / \ 12 SPRUCE �p 12 SPRUCE I r \ / CONCRETE:. O�-'1 1 �,,' / BRIDGE ,/ ��i (935.6) - X1,1,1 �'•� \ CONCRETE: s :.r.�, -�.. _. �- ppm I /i :; / \, < ' / TO BE ' 114" ASH- /',;9 ��.- Otic BRIDGE ,/ i 1411 ASHD (935.6) - 1,1,1 (o) �p / . ftEMOyED / / ��• I \/ / TO BE / / ` 936- S. %l - op I / i BOR i� p qp h0 TO / / cK1 g / , (0 p) GS / _ 16 ASH\ / g� P TO REMAIN . „ / GKIO ONE \ 9 9 PROPOSED sASH\B� a \ \ PROPOSED 6'`,TAu , l (�1oi �0;\\ PROPOSEDTONE FENCE DRIVEWAY ' / I / / \ 9� / S RROPOSED 6'';TALL \a A01 G/ STONE FENCE ; DRIVEWAY 9 / (K) 36,0 (E) '\ / K O 936;0 (E) Q „� /Q/P���./ � �� �, ,/ 2,J /^ 0 / / / \0 i\ \ G� G� — o-7 �� \• G / // / Judicial Landmark G , \0 6�' �-- set pursuant to / / PATIO / \ ` F �� S E p�o� \ m°' �'�✓i� l , ,� / X G / / \ ---� \ 935.5 ( p \ ,,_�, Order in Case No. , (v / \\oS \ �,�o; cA I / PATIO \ ` 1� ,,m; \11✓✓l 27—ET-CV-15- - ' ,I \ PROPOSED > \ \ \ 7 ,/' (0� / 6„� �: W F L O 6 D\L A I N dlo (s31,o) \ �' • �S POOL / '� \ L -- \ \ \HrFR� / x �� \\ 31.0 \ ;� , 5�� \ PROPOSED��(��\��qH �,,, t• PR OSED \(F� '- \ %\a`��,�` ) \ f P POOL / \ J� /o I I , / (H) / POOL PATIO /�° q ,�� /�s�, 3 �'�� I l'; •.t I / H PROPOSED Y \ 1 's J: \ 3 0 �' 0 e! ,'•.q'; •. / �° O / POOL PATIO o \kis \ 9� , r I �•. BC /y 0 oq 6� 20\ l o./ I I \ / ll / _ () PROPOSED �� \ \ l o �, r> \, U 9, s, i �' �:`i., /� 0 / ,gypBOTTOM �� ( ) PR POSED0� '` 1 \ PROPOSED d FLACPaLE �i. , -� a/�/ I \ = 932.5 FQ\� - !� RjV \ /” PR CiSED y cy' / �''j •. A,� \ / _. �\ -- PROPOSED \ �d FLAGPOLE D EW `?/ V MN;/ \8 DRIVEWAY 9� \ ADDITION ( \ �° rn !' a TALI E / J I, E) �,"�, , NO NO— ADDITION wADDITION (F) (E) ��/ GARAGE N w o r \ 9 s s \ s Co GARAGE f93� U? ii 1, p4s (S Y EXIS GARAGE 12 3 / + ii Sr� '•� 0 r p\\ 36 l �. ES - i _ ,� FpS ly FLOOR . 8) pati pQ s 6 p / ` r' 3y �j L S S•� XISTING rARAG 5� �, DO S> 0° ` ` / 9O \ \ ,\I I I Q��G 12 1, II F O S6. �j�' \ \ 936.5 / 5 • �� _L I ]•• � ,� � PROPOS � Q / (T) � , ,� ��� � � FpSly,� F R=(9�,.8) P• pQ O 6S �6 � �' �. ,� I �4 PROPOSED STONE ,0 B l i 1 % ,// 6 Q� / ll (F 9\0 12 \ EDF ,y (�� FLOOR= 938.2 ��� i 9� ° ( / \+, A �lj. _L I 1' . ?` �� PROP t) % 3 - \ Rlp AD 0 2� %3 LR'KE RET. W LL 3j\ eCLEANOUT WE938.2 r PROPOSE' STONE l r \��� �' \ // 6 / - \ i FAD �0? �J LAKE 8 eCLEAN �/ `\• �� ��� \ qp ,pow �a �S EXISTING A/c SETBACK W-940.0 4 Rip i / RET W LL / \ ll, ,� I , \ g� �, , w= 94 .0 / OUT \� J O PADS TO BE LINE �� 39.0 // / \ l \` Jl�� \ \ RAp ;<L W �'' �4 S EXISTING A/C S TBA�t \� PR S TW= 940• 1 / 1 1_: t� INE 39. / G Got°,p0 eDrBw �3 I� Wo S/V,' ,��� i F� PADS To (M) Sia F� TO RrY PA / 8.0 � 1�q `, , \ rhG \ J MOVED o ROp TW= 940, G K \ 2D \ ROOF ARD ER c9 K \'N e o ��n SI / GO(/R�SeO p Fj P \0 /I ` (a� WIrNv'� � (M) � .,' � 0� , ROOF YARD q� fR '� f I W 1 � , �< •.�32.? 9l I o°°�'G sTFp s � (T) 8 \ � ' F l' � FLOOR �0 (CROPOSED STONE .� I w i = I ca 11 Fp B 93 (T �l t 'i� LEVEL= •� � RET, WALL / �,� = \ ° - � ''/o ` �s fLO R 05ED STONE \ app Rq 0 (932.1 } 9A0 C TW= 940.0 / l I �. i' r "� , q 2� ' \� EL= RE . ALL EXISTING S v �%ETRE ��oRa� 3, J \ I \ � . / B 939.0 ��. ,. \�a T._L�HT 932.1} EXISTI - 0 Sr00 / / �, I P S ` \ ` I \ ® 35 9 Sr 1 l ECK I IO�J� FLOOR N \ li t� \ \ 'I Oc,a 1W�933' OOp/ 936E _ BIRGW N $W. \ DECK ��7•. i \ , � TW= LEVEL= � i � / , \ HO FLOOR 3 /y, A E LACE UMBER WALLS, \ O II 11 BW-. 932.7 ( W/STONERET.WALLS� P ` 3 'IL \ � TW= 5.6 \ \ LEVEL= i BIRC r (940.1) \RR J \ 2605 (,q�, BW=�9� � (�) �60� >,0 / (9 .1Y rW: 93 (93�/ ' \ y,. A\6/�lV/ r�„ \ # (940 LUMP / d \ 3 9) I �O B//� O krO, �< BW, f g3� 8) \RTH SHORE DR. g� \ \ �RipRgp \ y 1 e/RAVERAGE �^ ' SURVEY/>\ URVEY � KESHORE LINE SE j \ LINE K 2 `j(9358)-'c,�o �\ `�� (( POO PROSEb P�EQUUIPMENT ` '9 929.4 CONTOUR,". ONTOUR• A �ocil LINE (O.H.W,) \� \ `9\ 358 ^ I(J�-• �o pA (N.G.V,D, 1929) \ \„ 3!.S _ \ - - - h _a09°5' —EXISTING STONE RET. WALLS "Zl01 1 DEMO SITE PLAN r REMOVED HARDCOVER WITHIN LAKE SETBACKS = 3,920 SQ. FT. Mi y X y'� 1. r„ J L , fid' q .• r n - I , REPLACE TIMBER WALLS W/ STONE NO CHANGE IN HEIGHT ,_. 3i- - PHOTOGRAPH OF EXISTING HOME AT SHORELINE �1 r ,T tiz �. - 1 l PHOTOGRAPH OF EXISTING CONCRETE BRIDGE TO BE REMOVED \ 3j99 0 Ok10,< 93j8� NORTH SHORE DR. \� Rip ti 1 e,- (A)� AVVERA Sul/P:Y � LAKESHOR � LINE '?y \ SETBACK 1 �0 LINE 935.. 'ti \ �( •0 \� 929.4 CONTOUR,", ONTOUR' AI ;OCP LINE (O.H.W,) \ `3 �( i�,c' o �f (N.G.V.D. 1929) \ 931S� \ \ \ s 8 v Roe°�° C \ s (o \ rs32 v DECKcl \ \ • / A/C EN .. r � s9q5 itI \� '\ �N CONC, MINNETONKA \ 93 \ R ..� 1r93 M� CRYSTAL BAY 4 IPMENT job°, �Sq k`F ��GE° o� ,- K Tr UND , IKE . t46 S �46N, F�� stiocF q040e,, PROPOSED HARDCOVER WITHIN LAKE SETBACKS = 21512 SQ. FT. LEGEND STRUCTURE L PAVING &DRIVE EXISTING HOUSE &DECK GRASS MULCH WATER SUMMER SOLSTICE SUNRISE TOTAL REPURPOSED HARDCOVER (FROM EXISTING) = 21043 SQ. FT. WINTER SOLSTICE SUNRISE NET REDUCTION WITH PROPOSED DESIGN = 11408 SQ. FT. (36% DECREASE) SUMMER SOLSTICE SUNRISE _� WINTER SOLSTICE SUNRISE l 0 0 40 .0 :0 E ESKUCH= :3=—SIGN G -:?l 952-544-3844 18318 Minnetonka Blvd Deephaven, MN 55391 Copyright 2022 LAKEVIEWS RESIDENCE 2605 N. SHORE DR, ORONO, MN 55391 VARIANCE 19 JULY 2023 SHEET EASTERLY LINE OF TRACT B, J REGISTERED LAND SURVEY NO 137 AS DESCRIBED EASTERLY LINE OF TRACT B, REGISTERED LAND LAND SURVEY NO 1373 1 AS MONUMENTED----------------------------------- �. SH T 18' C C BMIRY _INE OF TRACT B, 73 AS MONUMENTED 1 _ EYJSnM HAUS I f� i \ PROPOSED ROCK �V P ` \ \ CONSTRUCTION ENTRANCE \ \ -20X30" - BIRCH WH OAK CLUMP \ / \ o, \ l A S 3°`f WH PROPOSED q S °A^ DRIVEWAY \,q��r r�;�F (D)r3FgS \`�y'+�',POND 8t'SP E 4J_a�ll� . (FRENCH CREEK) MULBERRY \ \ UM 932`- `) r cx \ P \ •+ 24" ASH / 10" SPRUCE'�� ' f EDGE OF WETLAND 1 TW=935.0 AS DELINEATED BY �. ..------- E BW�934.0 J f SD ANDERSON ENGINEERING•.,----''"'�` IVPROP OF MN (TYP) f \ RET. wf l /- 4",APPLE�wl�' \ eo�� SVD STAKE PERSON ENGINEERING•.f�•\ Tw493s.o ° OQ� N (TYP)-,,• - —_ \ \ Mw 934.0 v rr ( 30 WIL, LOW _ -� ---932 I / ✓40x1 WILLOW' 44" WILLOW' 934 P �ATED� SAN �0 G" / 10GRAB LE \ 1,2" SPRUCE-' 64. r 12" SPRUCE (BALL COURT \\� 93-2 , �,r's/ (935.6) -�111,1�� f 1 ASH _ 36- — - ` - ar+ r � � ��11n;• / f '16 ASH'ASH- LUMP' o% � i � ,', � PROPOSED f�XQ,�/1 \RROPOSED 6 ;TALL1�S E/� ,., 5��Q0�� % / Igo \STONE FENCE ; \ DRILY ®b P L A I N \9� / / ��/o/ \ \ (K) 93s;o (E) Alt'. y°�j� •� \\ ,\ rl / / / \0 V 935.5 / /PATIO 7, / r / PILLAR r C / OAC / (N) r r f � TWIN, 28" WILLOW f IPROPOSED / I / POOL /PROPOSED �. ��4 •,'•`9� e I r ''/ -r , H /Pnnl PATIO W \Q\ a\C-' Ah: STONE FENCE //CLOSEO ESHORf\/ r i,•j')•. .H E.s.HGI 0 aoo\ d� �ooAoq PROPO \ r I I 2 5 SFO L\ -- \ /d FLAGPOLE PROPOSED /ev / / J ��\ •.• gTF�s� j o �- �� DRIVEWAY \ � P ITION j \ (E) \ \ , \ 9 EXISTI GARAGE 93 I r ^7 I s FL (937.8! �. 9) Ff ��a PROPO (F 9 5 p 1 FLo =938.2 7r L f a > °�, u � • `�> eCLEWANOUER • �" /� '// \, �� s k.• 75' ACK o /, . / I _ O PP..�TO BE E 940, a MOV .RED H oRA P 0 RAYL GHi �OE{Mj / " r �Ao ��j C / Pry Ep pqV 9 . ( O�i9� Z� 9 ROOF, 'ARDl fi0 \936' FLOOR r S (C) ED ST.ON Jul o0 LEVEL= EXISTING 9 J T / > Q A C ` TW a:O ) / / �� �1'�Q J .93`'1 �p•j� 8 39.0 y��, \ 1W� 933 �� �� C{�, 938' 0 $w� HOUSE FLOO1R. � I, 3 \ (9 TW=(935.6) LEVEL= 2j >� 'B CH - 8 / ; � �r�� W=(932.7) (940.1) p d",J A� • ,(9 6/Y W� 93260 9�> / LUMP \ \-.31g� ��C'' C 33.9 �NQRTH SHORE DR. � ,,\\g1 � � 1 41 J \ pR4p AVERAGE SURVEY LAKESHORE LINE 17`.�r \� TRACK "' '` (9 KF \�\ Li 2.0 Root S F T K f(rillR, �,,• \OSED q \ \ L ,EQUIPMENT C' 929.4 CONTOUR,"'�P LINE (M.W,) a X \ 35v�o� (N,G.V.D, 1929) \ 93 � WF ;\`� �'v�s6 x..,93•• � 2q„ LAKE FOUND SPIKE . '9 \ \2 coNc, FTS Sy�GF MINNETONKA 1 PROPOSED SITE PLAN W/ ADJ. HOMES (E) E LEGEND STRUCTURE PAVING & DRIVE EXISTING HOUSE & DECK GRASS MULCH WATER m SUMMER SOLSTICE - SUMMER SOLSTICE SUNRISE - -' SUNRISE k WINTER SOLSTICE - - WINTER SOLSTICE SUNRISE - °- SUNRISE 0 0 1 41 61 :1 C ESKUCH= DESIGN GROUP 952-544-3844 18318 Minnetonka Blvd Deephaven, MN 55391 Copyright 2022 LAKEVIEWS RESIDENCE 2605 N. SHORE DR, ORONO, MN 55391 VARIANCE 19 JULY 2023 SHEET 2 ArrKUA. Sh — 5,00v rii-4i,-.)ncu rt YVO VHKHVC -r OOV I-1 V Hl./ O I kjrvHVC T OOL r/-\1 IV T 1/ 3 t.,VLV J 1 k-.1 N. REMOVE EXISTING (3) DECK POSTS - __--- DECK TO BE SUPPORTED W/ CANTILEVERED JOISTS NEW STONE VENEER TO CONCEAL DECK STRUCTURE PROPOSED STONE WALL IN LINE W/ EXISTING POSTS I ADD FROST FOOTINGS - AS REQUIRED FOR WALLSTONE SUPPORT 0' 2' 4' 6' 8' 10' 12' 14' 16' GRAPHIC SCALE 1'KVI'UStU: SLAB ON GRADE ADDITION W/ FROST WALL & FOOTING PERIMETER i i i i i i 0' 2' 4' 6' 8' 10' 12' 14' 16' GRAPHIC SCALE C ESKUCHE :3= -SIGN GROUP 952-544-3844 18318 Minnetonka Blvd Deephaven, MN 55391 Copyright 2022 LAKEVIEWS RESIDENCE 2605 N. SHORE DR, ORONO, MN 55391 VARIANCE 19 JULY 2023 SHEET 2 CONC SEN PA A/C A, REMODELED DECK TO MATCH EXISTING ELEVATION & SIZE J REPLACE EXISTING DECK RAILING REMODELED DECK TO MATCH EXISTING ELEVATION &SIZE RP T1 C ESKUCHE �=SIGN GROUP 952-544-3844 18318 Minnetonka Blvd Deephaven, MN 55391 Copyright 2022 APPROX. S =71 -T -- 7-71 r - -- - 74 44 '1 VAli �. y } irp REMOVE (3) DECK POSTS _ TO IMPROVE DESIGN NEW DECKING, TRIM, & RAIL EXISTING DECK ELEVATIONS TO RE NEW STONE VENEI CONCEAL DECK STRU( 1 DEMO EAST ELEVATION 2 PROPOSED EAST ELEVATION i i i i i i 0' 2' 4' 6' 8' 10' 12' 14' 16' GRAPHIC SCALE C ESKUCHE :3= -SIGN GROUP 952-544-3844 18318 Minnetonka Blvd Deephaven, MN 55391 Copyright 2022 LAKEVIEWS RESIDENCE 2605 N. SHORE DR, ORONO, MN 55391 VARIANCE 19 JULY 2023 SHEET 5 t � �r. :3 a STONE RET. WALLS EXISTING TO REMAIN - i - y t' .. ..x . r .-� •fir•+ -�.yy '# �. yr;;. - � r or iyI 4 I I e+ i a . T'. i .. b - .r •�s i ;r'.. T V _ ky r, r � _ I N s s R - YNVI ?"m \ 7 •r TA \ Y '1r U � •� . �a� -lfo1 A r ••I c NEW DECK TRIM, AND RAILING TO IMPROVE AESTHETIC l ��■���■ d ����������� A ® ® i����i� ���� ��������i i ����I�--��-�-�1����■����I�� r� s �� �i �m���illAll� ___i����l �►711�11� r p 't yI[ ,t ate, Y i� S � �����`��i i i���11--11-I-IIT���■����II� �1�11-III-Ili���n��� 'a { r. r r n �1�11-III-Il�����i�i REPLACE TIMBER WALLS z ����������� ® ® W STONE RET. WALLS ���■II0 �1-11-III-Il�������i TO MATCH NO CHANGE EXISTING IN HEIGHT - I•������� ll� ���� _ __ 4 �� f � ,.,.a- J , ,r•� ti •�F.. - '�. "+._ ,. ,til. �.�! _L. � iF•.' � • — ___ ► ' � -_ � - lot 5 _ �n--11-I-ni����i�111� _ 1� �~ s�.r T• � �f�—rte ��r, . X t' .. ..x . r .-� •fir•+ -�.yy '# �. yr;;. - � r or iyI 4 I I e+ i a . T'. i .. b - .r •�s i ;r'.. T V _ ky r, r � _ I N s s R - YNVI ?"m \ 7 •r TA \ Y '1r U � •� . �a� -lfo1 A r ••I c NEW DECK TRIM, AND RAILING TO IMPROVE AESTHETIC l ��■���■ d ����������� A ® ® i����i� ���� ��������i i ����I�--��-�-�1����■����I�� ���� �� s �� �i �m���illAll� ___i����l �►711�11� ��■���� � ® 1����������■ ® ������� ® � i����������■ ® � �����`��i i i���11--11-I-IIT���■����II� �1�11-III-Ili���n��� I����I il�ll�ll� ����� ® ����������� �����i� 1•���11--11-I-III•���1•i��INN �1�11-III-Il�����i�i WE 0 m 11II�11� ��� :���■ ����������� ® ® i����i ���■II0 �1-11-III-Il�������i I•��.���� i����������� I•������� ll� ���� �—=---- ------------- -------- i�n��n�I�n-- _— _ �III� �I�n�ul�n. 1■i■■I I■r=—_'----��—z=� �n--11-I-ni����i�111� �I�n�ul�nl. 1� PHOTOGRAPH OF EXISTING GARAGE 1 DEMO WEST ELEVATION 2 PROPOSED WEST ELEVATION l i l i l i l i l i l i l 0' 2' 4' 6' 8' 10' 12' 14' 16' GRAPHIC SCALE C ESKUCHE DESIGN GROUP 952-544-3844 18318 Minnetonka Blvd Deephaven, MN 55391 Copyright 2022 LAKEVIEWS RESIDENCE 2605 N. SHORE DR, ORONO, MN 55391 VARIANCE 19 JULY 2023 SHEET 7 O I GARAGE FLOOR PLAN FOOTPRINT: 925 SQ. FT. 3 NORTH ELEVATION )POSED STONE JDSCAPE PLANTER 5 SOUTH ELEVATION RIP TRIM TO FIT 2 PROPOSED ADDITION NORTH ELEVATION 4 WEST ELEVATION , 1710eIR ON ra , - � b EAST ELEVATION I i l i l i l i l i l i l 0' 2' 4' 6' 8' 10' 12' 14' 16' GRAPHIC SCALE ESKUCHE :3= -SIGN GROUP 952-544-3844 18318 Minnetonka Blvd Deephaven, MN 55391 Copyright 2022 LAKEVIEWS RESIDENCE 2605 N. SHORE DR, ORONO, MN 55391 VARIANCE 19 JULY 2023 SHEET City of Orono �No Hardcover Calculation Worksheet y Property Address: 2 6Q 5 N OR T.1/SNG�Z F D.¢ / �E i Jc; R orvt F� E:HoaE° Prepared by: Date: GROrvti 12 G f Al ' C 1 f6 -Y `>-2 S -i 9 Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 1: STING HARDCOVE In the following table i enti all items of existing hardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this form). Use as many lines as necessary to accurately depict existing hardcover status of the property. For Tier 1 properties, identify any features by letter which are split at the 75' setback line and calculate hardcover square footage separately for each portion. Key Survey Hardcover Item (Describe) Length x Width Total (Square Feet (Example) (Garage) (24'x 30' 720 S.F. A B S.F. C X/ S.F. D 9 GA//6.9177 S. F. E — S.F. F t v 4, 7/2 S. F. GO RS 6 S.F. H / '00xds q 91 18S.F. Z1111000 65 S.F. J S.F. K T S.F. L C-6"' P d S.F. M C19AICIz' C _' S.F. N 7 S.F. O S.F. P S S.F. Q �� r . r S.F. R S.F. S S.F. T TS.F. S.F. V S.F. W S.F. X S.F. Y S.F. Z S.F. 1 Total Existing Hardcover 7 Y3 6,S.F. Excfudaba Hardcover See My Code Sec 78-1W S.F. S.F. S.F. S.F. S.F. 2 Total Excludable Hardcover 83 S.F. 3 Net Existing Hardcover fSubtract line 2 from line 1 7 S.F. 4 Total Lot Area a$, 213 FXCL . rt/ c F PA, lAlce . FA--cfi EE i 213 S.F. Proposed Hardcover Percentage 1(3)+(4)] vA-D Z/-37 % (Proposed Hardcover next page) This is an information packet regarding Hardcover. Every effort has been made to insure the accuracy of the information contained herein; however, if any information is not consistent with provisions of the City Code, the Code provisions will prevail. Page 8 of 9 City of Orono Hardcover Calculation Worksheet Property Address: 26'05- it/OR TN S/7JR E Del r t/E CFSk u cNF � �'j"� Gov Gats "R) SNaa` Prepared by: Date: Stormwater Quality Overlay District Tier: (Circle one) ier Tier 2 Tier 3 Tier 4 Tier 5 18-Z3 Step 2:P�ROPOSED.HAttDCOVE In the following table, identify all items of proposed hardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this form). Include all existing hardcover items that are intended to remain, as well as all proposed hardcover items that will be added. Use as many lines as necessary to accurately depict proposed hardcover status of the property. For Tier 1 properties, identify any features by letter which are split at the 75' setback line and calculate hardcover square footage separately for each portion. Key Survey Hardcover Item (Describe) Length x Width Total Square Feet (Example) (Garage) 24' x 30' 720 S.F. A OGl.Si` r ?'c; :6 S.F. 13 _ C 2 S.F. D O S.F. EI 7 S.F. llfrLvA �e F &CAQLT LA.44,k 4T 6363 3 S.F. S.F. G 1203 S.F. H ©p4 Y rro S.F. l i3O<' .! ACk 4-rTfP3�J7 ! S.F. J Pool-.tD - l S.F. K 69 S.F. L C CA, C. 8,411 G: Ek; rr,vG r v C S.F. M L41d ell 46 0t F t 'r / fi S.F. N a c AT c r S.F. O L l- 7 11/2 S.F. P (EX S.F. Q r S.F. R M O S.F. S OP. tem t S.F. T S.F. U S.F. V S.F. W S.F. X S.F. Y S.F. Z S.F. 1 Total Proposed Hardcover ! / S.F. Excludable Hardcover Sea Cft Code Sec 78-1684): 6 r C S/ S.F. O S.F. S.F. S.F. S.F. 2 Total Excludable Hardcover !! S.F. 3 Net Proposed Hardcover Subtract line 2 from line 1 1,&379 S.F. 4 Total Lot Area 8! Y t . /Va T G,Af R . b.,,t1 //-<4 fAfAA11 E < / 2 / 7 S.F. Proposed Hardcover Percentage [ (3) + (4) l 400,010 % /8 2c% Subdivision Application - January 2016 This is an information packet regarding Hardcover. Every effort has been made to ensure the accuracy of the information contained herein; however, if any information is not consistent with provisions of the City Code, the Code provisions will prevail. Page 19 O - � I y o rono �oNo Hardcover Calculation Worksheet Property Address: Z 6 05 iVO�'Ty ,}'/�G,c �' pR/vE �E!'kct c-�✓f pFT/ Gov G�tuuj'} =R G� SNUai Prepared by: Date: Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier Step 2: SED HARDCOVE In the following table, identify all items of proposed hardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this form). Include all existing hardcover items that are intended to remain, as well as all proposed hardcover items that will be added. Use as many lines as necessary to accurately depict proposed hardcover status of the property. For Tier 1 properties, identify any features by letter which are split at the 75' setback line and calculate hardcover square footage separately for each portion. Key Survey Hardcover Item (Describe) x Width Total j24! jNY (Square Feet (Example) Gar a 720 S.F. A Ei B S / S.F. C EPS — S.F. D S.F. E S.F. F _ S.F. G— �G S.F. H LZQ O S.F. l K T1B t 1 PS' / S.F. S.F. � dO S K / S.F. L _ — S.F. S.F. S.F. N O _ — S.F. P S r S / S.F. S.F. Q R rIA48 A WALL R r6 / A/ O S.F. S.F. S Y/ o T lee S.F. G U I ' S.F. V S.F. W S.F. X S.F. Y S.F. Z S.F. 1 Total Proposed Hardcover S S.F. Excludable Hardcover See C Code Sec 78-1684): S.F. 'fS / S.F. Ta S.F. S.F. S.F. 2 Total Excludable Hardcover 3 Net Pro sed Hardcover Subtract line 2 from line 1 6 S.F. 4 Total Lot Area IIv D -7 S' aA,,, S.F. ? S.F. Proposed Hardcover Percentage [ (3) +(4)) 33-13% o - 7 5' 'Z 0,t.)6- Subdivision rt,)E Subdivision Application - January 2016 This is an information packet regarding Hardcover. Every effort has been made to ensure the accuracy of the information contained herein; however, if any information is not consistent with provisions of the City Code, the Code provisions will prevail. Page 19 aki • 7 - .- ti-� 'Tm;s�rrfe c„ : �,iR,!ry'k . J f: a;�. �' �4 Y r a � .J" � .a�,;r . 4 5 y ."� �, '.; "J• `Y . yl' , is .• 'r • r. k s1 L � Y. r l � ,T _ � � � � t � , �� ' � ,� � � r .�N y -. � �• y��. 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I , \���51 + t tl I1 ,♦ ,1�' •R. i'�+t !a Jt�, �� t - � j .r rw. 1.. � � V,r ��� � �.,, F •, F� 1 , r of x 10 4,• "�• � i A,.w ,'r' R �I 'S 1 � 4 I' L } 341 46 s .yam , . � 4-�k -,y � � �''' �' e , �� �`•• ' ar rl�,�' ',� �� � j;� ,i �i :C • :4p � � ,g . r �. yy TF1 .. r it �• 4 14y.,. :+ . . . . . . . . . . . mak: h r Existing Certs 1484341 Doc No 705640544 Certified, filed and/or recorded on Aug 29, 2019 12-31 PM Office of the Registrar of Titles Hennepin County, Minnesota Martin McCormick, Registrar of Titles Mark Chapin, County Auditor and Treasurer Deputy 134 Pkg ID 1666636E Document Recording Fee $46.00 Document Total This cover sheet is now a permanent part of the recorded document. $46.00 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 701 A RESOLUTION APPROVING A VARIANCE FROM MUNICIPAL ZONING CODE SECTION 78-305, 78-1279, 78-1680, 78-1726 FILE NO. LAI 9-000049 WHEREAS, on August 7, 2019, Peter Eskuche ("Applicant'), applied for a variance from the City Code for the property addressed 2605 North Shore Drive and legally described as: Legal Description of Property: (per Certificate of Title No. 1168419) That part of Government Lot 4, Section 9, Township 117, Range 23, described as follows: Commencing at the North quarter corner of said section; thence on a bearing of South (the North line of the Northeast Quarter of said section being assumed to have a bearing of North 88 degrees 51 minutes West for purposes of this description) a distance of 2878.55 feet; thence South 70 degrees 37 minutes 31 seconds East a distance of 838.42 feet; thence South 67 degrees 19 minutes 23 seconds East a distance of 266.25 feet to Point A, said point A being the point of beginning of the property being described and also the beginning of line A; thence South 32 degrees 16 minutes 30 seconds West along said line A to a point on the shore of Lake Minnetonka, and said Line A there ending; thence Southeasterly along said shore to a point 300 feet Southeasterly from said Line A, said 300 feet being measured on a bearing of South 59 degrees 05 minutes 30 seconds East from said line A; thence North 32 degrees 16 minutes 30 seconds East a distance of 370 feet to an intersection with a line drawn South 59 degrees 05 minutes 30 seconds East from said Point A; thence North 59 degrees 05 minutes 30 seconds West to said Point A, the point of beginning; except that part of said above described property lying Southeasterly of the following described line: Commencing at said Point A; thence South 59 degrees 05 minutes 30 seconds East a distance of 246.74 feet to the point of beginning of the line being described; thence South 34 degrees 54 minutes 30 seconds West to the shore of Lake Minnetonka, and said there ending. (hereinafter the "Property"); WHEREAS, the Applicants have made application to the City of Orono for a variance to Orono Municipal Zoning Code Section78-305 to allow lot area and a 19 foot side yard setback; and WHEREAS, the Applicants have made application to the City of Orono for a variance to Orono Municipal Zoning Code Section 78-1279 to allow average lakeshore setback for retaining walls which exceed 42 inches in the 75 foot lakeshore; and CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7013 WHEREAS, the Applicants have made application to the City of Orono for a variance to Orono Municipal Zoning Code Section 78-1279 to allow building and retaining walls in the 75 foot lakeshore; and WHEREAS, the Applicants have made application to the City of Orono for a variance to Orono Municipal Zoning Code Section 78-1680 to allow for hardcover in the 75 foot lakeshore; and WHEREAS, the Applicants have made application to the City of Orono for an interim use permit to Orono Municipal Zoning Code Section 78-1726 to allow movement of over 50 cubic yards of material within the lakeyard; and WHEREAS, on August 19, 2019, after published and mailed notice in accordance with Minnesota Statutes and the City Code, the Planning Commission held a public hearing, at which time all persons desiring to be heard concerning this application were given the opportunity to speak thereon; and WHEREAS, on August 19, 2019, the Planning Commission recommended approval of the variance and IUP; and WHEREAS, on August 26, 2019, the City Council reviewed the application and the recommendations of the Planning Commission and City staff; and NOW, THEREFORE, BE IT RESOLVED that the City Council of Orono, Minnesota hereby approves the requested variances as described above based on one or more of the following findings of fact concerning the Property: FINDINGS OF FACT: 1. This application was reviewed as Zoning File #LA19-000049. The analysis contained within staff memos and the exhibits attached to the aforesaid memos, all minutes from the above mentioned meetings, and any and all other materials distributed at these meetings are hereby incorporated by reference. 2. The Property is located in the LR -1A Zoning District. 3. The Property contains 1.86 acres in area and has a defined lot width of 230 feet. 4. The Property is within Tier 1 and hardcover is limited to 25 % according to the Stormwater Quality Overlay District. CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. l 0 1 3 5. Applicant has applied for the following variances and interim use permit: a. Lot area and side yard setback (78-305) b. Average lakeshore setback, building and retaining walls in the lakeyard (78-1279) c. Hardcover in the lakeyard (78-1680) d. Movement of over 50 cubic yards of material within the lakeyard (78-1726) 6. In considering this application for variance, the Council has considered the advice and recommendation of the Planning Commission and the effect of the proposed variance upon the health, safety and welfare of the community, existing and anticipated traffic conditions, light and air, danger of fire, risk to the public safety, and the effect on values of property in the surrounding area. VARANCE ANALYSIS: 1. "Variances shall only be permitted when they are in harmony with the general purposes and intent of the ordinance ...." The proposed variances are in harmony with the intent and purpose of the Ordinance. The goal of the ordinance sis to reduce or eliminate improvements in the lake yard, the proposal shifts away from the lake yard as much as practical. 2. "Variances shall only be permitted . . . when the variances are consistent with the comprehensive plan." . The proposed variances to develop a nonconforming lot of record are consistent with the comprehensive plan. 3. The applicant establishes that there are practical difficulties. a. The property owner proposes to use the property in a reasonable manner not permitted by the official controls; The request to permit construction of the home on the substandard lot, in the proposed location within the lake, and side yard setbacks, appears to be reasonable as the property's reduced size and orientation with respect to the lakeshore. The hardcover and retaining walls proposed within the lake yard appear to be reasonable. b. There are circumstances unique to the property not created by the landowner; The lake and its inlet limit the building envelope for the property. The surrounding lakeshore is unique property feature of the lane and c. The variance will not alter the essential character of the locality. The variances are requested in order to permit construction of a home designed to fit the character of the neighborhood according to the submitted information. 4. Economic considerations alone do not constitute practical difficulties. Economic considerations have not been a factor in the variance approval determination. 5. Practical difficulties also include but are not limited to inadequate access to direct sunlight for solar energy systems. Variances shall be granted for earth -sheltered construction as defined in Minn. Stat. § 216C.06, subd. 2, when in harmony with Orono City Code Chapter 78. This condition is not applicable. CITY OF ORONO RESOLUTION OF THE CITY COUNCIL 6. The board or the council may not permit as a variance any use that is not permitted under Orono City Code Chapter 78 for property in the zone where the affected person's land is located. This condition is not applicable, as the use for a single family home is an allowed use in the LRAA District. 7. The board or council may permit as a variance the temporary use of a one -family dwelling as a two-family dwelling. This condition is not applicable. 8. The special conditions applying to the structure or land in question are peculiar to such property or immediately adjoining property. The property's substandard size and orientation with respect to the lakeshore creates difficulties which may also apply to properties in the same neighborhood. 9. The conditions do not apply generally to other land or structures in the district in which the land is located. The property's substandard size and orientation with respect to the lakeshore creates difficulties which may also apply to properties in the same neighborhood. However, the location of the lake surrounding the building envelop is very unique to this property. 10. The granting of the application is necessary for the preservation and enjoyment of a substantial property right of the applicant. Granting a lot area, side yard and lake setback variances are necessary for the preservation of the property right of the application. The retaining walls in the lakeyard and average lakeshore setback, hardcover for the patio variances facilitate the use of the property for the new home and are necessary for the preservation of the property. 11. The granting of the proposed variance will not in any way impair health, safety, comfort or morals, or in any other respect be contrary to the intent of this chapter. Granting the requested variances in this unique situation is not contrary to the intent of the zoning chapter. 12. The granting of such variance will not merely serve as a convenience to the applicant, but is necessary to alleviate demonstrable difficulty. The variances do not merely serve as a convenience to the applicant. The variances are necessary as the property has considerable practical difficulties affecting development. INTERIM USE ANALYSIS: 1) The use will meet the general performance standards in section 78-916 of this chapter; The grading will conform to the standards within Section 78-916 of the Zoning Code. 2) The use is allowed as an interim use in the applicable zoning district; grading of materials are permitted within the LR -1A zoning district; this statement is true. 3) The use will not delay anticipated development or redevelopment of the site; the proposed grading activity will be conducted in conjunction with the development of the new single family home on the property. This statement is true. 4 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7013 4) The use will not be in conflict with any provisions of the city code on an ongoing basis; the proposed grading activity will not be in conflict with the Code 5) The use will not adversely affect the adjacent property, the surrounding neighborhood, or other uses on the property where the use will be located; The result of the proposed grading will not change the intended residential use of the Property so there should be no change in the use and enjoyment of adjacent properties resulting from the lakeshore grading. The grading work on the Property as well as the forthcoming construction of the proposed home could result in additional noise, dust, vibration and traffic on the haul routes and immediate neighbors. To the degree possible, negative impacts should be limited and mitigated 6) The use will not impose additional unreasonable costs on the public; the lakeshore grading should not impact any public roadways. 7) The date or event that will terminate the use can be identified with certainty; the conclusion of the grading activity will coincide with the finalization of the construction of the proposed home on the property. An as -built survey shall be submitted to confirm conformance with the approved grading plan at the closing of the permits. 8) And the applicant agrees in writing to any conditions that the city council deems appropriate for the use, including a requirement for a financial security to ensure removal of all evidence of the use upon termination, and restoration of the site to prior or better conditions. The conditions shall be set forth in a development agreement between the property owner and the city, which agreement shall be recorded with the Hennepin County Recorder or Registrar of Deeds. The conditions of approval will be documented as required. CONCLUSIONS, ORDER AND CONDITIONS: Based upon one or more of the above findings, the Orono City Council hereby grants a variance to Orono Municipal Zoning Code Section 78-305, 78-1279, 78-1680 and 78-1276 to allow variances for lot area, side yard setback, average lakeshore setback, building retaining walls and hardcover within the 75 foot lakeyard and an interim use permit for movement over 50 cubic yards within the lake yard to construct a new single family home, subject to the following conditions: 1. Council approval is based on the entire record, above Findings. 2. The approved project shall conform to the survey dated 8/6/2019 and plans submitted by the Applicants and annotated by City staff, attached to this Resolution as Exhibit A. CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7013 3. Any amendments to the plans which are not in conformity with City codes may require further Planning Commission and City Council review. 4. Authorities granted by this resolution run with the Property not with the Applicants, but are permissive only and must be exercised by obtaining a building permit for the new construction and commencing construction of said project. A framing inspection must be completed within one year of the date of Council approval, or the variance will expire on that date (August 26, 2020). 5. Violation of or non-compliance with any of the terms and conditions of this resolution may result in the termination of any authority granted herein. ADOPTED by the Orono City Council on this day of 20jj ATT ST: Anna Carlson, City Clerk CITY OF ORONO: r Dennis Walsh, Mayor T F CERTIFICATE OF SURVEY FOR SKUCHE DESIGN GROUP IN GOVT LOT 4, SEC. 9-117-23 \\ HENNEPIN COUNTY, MINNESOTA \ \ Rw1T-0r-WAY LKS AS ...�1. SMWN IX1 R.L.S. NO. 1467 IOS A. 30., tY ,, \ 0 20 40 80 SICALE N FEET PROPOSED ELEVATIONS : (per architect, verify) 3n 1) Gavage «`aJB" 7777 \ \\� 'C. \l( Z) Top of tountlalion - 197941 ' },• •.... 3) Main fbw = Fwall 4) Lower level = 9.476 5) Lower levo storage - OM LAKE\ .(�..`\ ; /.. LEGAL DESCRIPTION OF PROPERTY (per Certificate of Title No. 1168419) .� That part of Govermnent Lot 4, Section 9, Township 11], Range 23, deacribetl as f.11o.. MINNETONKA Commencing of the Nath gumtar .roar of .ditl a tidre thence m a bewing of SouU (the North lin, of the N.Ith,mt Ouarter of said ae tion being.seamed to lave a 6eorirq 1 North 88 degrees 51 in tea West for pmrpo,e, f lhis de c ipli a) di,l—. f 2878.55 feet: thence Soul' 70 degrees 37Lutea 31 sec.Ms East G,1— of &38.42 feet; thence South 67 degree, 19 minutes 23 sec , East o 6,twce of 266.25 feet to Point A, aid point A being tM point of begi lg of the o,'F rty bei�q describatl nd ala. the bagiming of Lkro A; thence South 2 degrees 16 i tea 30 a .nae West dong soil Line A to a point m t'e ,M1we of Lake MinrietonkI, and said Line Ac there ending; EAST CRYSTAL BAY th... S..th—t.rly dong add snare 1. a point 30D feel Southea. rI, from itle a A, ..id 300 feet being a red o bearing If South 59 degree. 05 tea 30 a tend, Eosl from said Line A; thence North 32 degrees tfi minutes 30 s corMa Eaat a aistarce of 3]0 feet to o intersection .ith o line drawn South 59 degrees 05 minute. 30 ascend. East from said Point A; thence North 59 degree, 05 minutes 30 secoM, West to soitl Poin[ A, the point of begimirg; except that port of void above deacrLed property lyirq Soullw..terly of the f'11, Ing described line: Commencing of soitl Point A; !'alae South 59 degrees 05 inutes 30 stood. East a di.tdnce of 246.74 feet ld the p int of beginnag of the line being deacribetl; thence South 34 de9reea 54 m'xules i0 second. West to the .M1ore of Lake Mim tl ., and sod there .Ming. SWject to forage a menl at forth in decree of .hi,h o er lified copy i f re ord in Book 85 of uie-Imeous Records, Poge 301 in the office of the Register Deede of thi. County; • denotes iron morker found APPROXIMATE CUT/FILL AMOUNTS O : denotes .utliciol landmark CUT - 1020 CY (906.]): tlenoles existing spot elevotian, mean sea level dawn FILL = 1070 CY 910.6: aerates proposed spot devalidn BRNG N = 50 CY ...y darate. axistiN contour line, mem seo level dotum —�. darote, proposed contour line CUT/FILL AMOUNTS N 0-75' ZONE FROM LAKE ANO POND Bearing. shown we b ... d upon on assumed down. CUT - 310 CY FILL - 650 CY This su y intends to show the bomd.6.e df the above deacribetl property, and U,e bcationr of an xisling M1duse, to be re oveQ trees, spot elevotions, topography and the proposed locotion f o P,op..ed h use, Erive..y dM grode. thereon It dee, rot purport to show any other improvement, w encroa fanents. a 6y IN.as t PROJECT GRONBERG & ASSOCIATES, INC. ; myca ,w and -T7.edleo dayY need Lmd SweymwWer tM 6-1)-1Y CIVIL RIGINNRIIfl, LAND 9URYRYOR6, LAMD PLANM6R9 r«. r.®uo urn w.ry •>n ,® e Statedof Mlmmdld. l�yy H5 NORTH WILLOW DRIVE LONG LAKE, MN 55356 952-473-4141 3 BEFORE (SOUTHWEST) PROPOSED (SOUTHWEST) BEFORE (SOUTHEAST) PROPOSED (SOUTHEAST) 7013 LAKEVIEWS 2605 N. Shore Or. Orono, Minnesota WWE"GRAX' 5 Z3 ui ]019 .MSm ZS .Sur 1019 3a ='l 30iP 30 r�wv 2014 2"', P 1lG ,Uw 5RE�IPI'/ s �uNE M v VAAIANR M IP JUNE 201 eSKUCHe OESiGN GROUP Ia. I1EM$ IN PED ARI; rD R 41 k 4 IN GOV'T LOT 4, BE 9A17-23 HENNEPIN COUNTY, MINNESOTA CIO,? a N S r -7 �� ..-�.a.�.•- -- b:�F... � . _ vim!` r� N LAKE MINNETONKA �.. ,•, EAST CRYSTAL BAY CONFORMING Au0 WA6LE FQQ? PFINT 707 3 LAKEVIEWS 2605 N, Shore Dr, Orono, Minnesolo LOM[EPi GlAWWoS 23 •Ar i4+4 R�SW ]S +Mr ]Oi9 18 wr ]rr19 aawr ]a+q PR6YARYkCC 1 EYInY �Q\4 Lr� o� SITE CONFORMING eSKUCHE D[:i�N GRDUP [y,+W Poi• LAKEVIEWS ��` `�� �•'� `�I r frr NpR%y�.�Q 57 2605 N. Shore Dr. Orono, Minnesoro oil SED 0 HOUSE ~ fms LST i} t `b aaFn�ur�vwi vtims y. 4 as w�v av, v 5 � ►?� I � � a ao xwr m+v Ja..y .+R, �� • f• .-.......We �`�" A�.r'1 ! . Jif_ r IRF SA*IMlM 9FYIFW �� 1r 4 ■ 4 , vaeex,v +4- -_— + H - � • ;, qW G DRVIN ITEMS IN HD ARE TO aE REMOYE9 LAKE �~�`•. �' - MINNETONKA_ EAST CRYSTAL BAY' .40 AVERAGE-AKE$K0W SETBACK BASED ON ADIACENT HOMES r v 20 b .. SITE PLAN W/ADJACENT HOMES eSKUCH2 DESiGH GRp„V - Cey,•gr. foie 701 3 LAKEVIEWS 2405 N. 5hore Or. Orono, Minnesota CONMI bk�WNV, ]30µr lOr9 �rSFO ]s Mnr ]o i v so nu• �v r v � Ire �vry eA6YARI�HCF AIVYW 5 iu�! ]010 VARIAHft SEi i41JM ]OIO b M EXISTING SITE PLAN eSKUCHe fll:iyV GRO�p jQKARL FOE RSTER ORNAMENTAL GRASS NEAETA - WALKERS LOW 0 HYDRANGEA - ANA6ELLi 7013 LAKEVIEWS 2605 N. Shore Dr. Orono, Minnesota r001) HEDGE A* STONE CONCEPT of •w�apy rMENTS 73-1"19 eEViSEfr TS ry�Y M i R 31WE7oi9 RRFVAAIANU kMEW 5—E 2D iv V RKNO 5UiGn 201v must' i C]; o co .o LANDSCAPE PLAN es KUCHe DESIGN GROIN PAIGREEN i.. ARRORNT,AE GAME LAWN PAVER 1. --$CAPE KARL EDERSTER GRA55 HEDGE AT PERIMETER OF RETAINING WALL NEPATA GROUND COVER AT OD: SIDE EDGE PF MULCH PL—TMG PED AT PERUAE EER OF G—E LAWN —EILSTJNO RLP -YAP TO REMAN ET TEE RACE WITH SEAT LEDGE VOOD HEDGE FOERSTER GRASS HEDGE 7013 LAKEVIEWS 2605 N, Shore Dr, Orono, MinnesoTo Come["bkAW s 7j =Y ?01P F 15E ]a +sur ]OIR 2a AUY 20 t 0 30 Aur ?0 t9 31uN[ ]01R PE[ -PARLANCE IRMW 51Um 010 LANDSCAPE PLAN ESKucHe DFSLCH GRD�� c.v.A?r+RR1v I ti PAIGREEN i.. ARRORNT,AE GAME LAWN PAVER 1. --$CAPE KARL EDERSTER GRA55 HEDGE AT PERIMETER OF RETAINING WALL NEPATA GROUND COVER AT OD: SIDE EDGE PF MULCH PL—TMG PED AT PERUAE EER OF G—E LAWN —EILSTJNO RLP -YAP TO REMAN ET TEE RACE WITH SEAT LEDGE VOOD HEDGE FOERSTER GRASS HEDGE 7013 LAKEVIEWS 2605 N, Shore Dr, Orono, MinnesoTo Come["bkAW s 7j =Y ?01P F 15E ]a +sur ]OIR 2a AUY 20 t 0 30 Aur ?0 t9 31uN[ ]01R PE[ -PARLANCE IRMW 51Um 010 LANDSCAPE PLAN ESKucHe DFSLCH GRD�� c.v.A?r+RR1v rY7 U, r� Z o`a v� u L O C 1 9A LLA Q z� b Q �a is gt 8 � J.., a.3w At -k, r , A f", C Z v 1 9A liJ Z V'A o �) At -k, r , A f", C j7013 LAKEVIEWS 2405 N. Shore Dr. Orono, wnnesoto COHCIlf DA Aw 21 nur ao 9 eEvaro n rur zoic ]D w " iBY M19 111Aa ]019 MC—MANCE RMFW 5 J4 2011 VARIAN(t 5" 19p Ml eSKUCHC DF5160 okouv 7013 LAKEVIEWS 2605 N. Shore Dr. Orono, Minnewro VARIANO Sr 1vJ N sols eSKucHe DESIGN GNOUP u ,r fele 701 3 LAKEVIEWS 2605 N. Shore Dr. Orono, Wnnesofo Cored" oRA Vllids za ewY ]v � v PnsEa xs >MY zo i v 1e r.1wY 10 i e 30+A]Y 1019 ] 11111. 1050 rQE•v4R1/MCF 1 FwEYr S 1J11F 1059 VARIAMMI" 14'L E 101 P esKUCHe 0E sStn CRour ca„y. �ASe MEN .� CM Oil NMONE s 44® I in iii Existing Certs 1484341 LAND TYPE Torrens (T) DCC NUM 5971169 Certified, filed and/or recorded on Sep 7, 2022 11:32 AM Office of the Registrar of Titles Hennepin County, Minnesota Amber Bougie, Registrar of Titles Mark Chapin, County Auditor and Treasurer Deputy 1 Pkg ID 2488496E Document Recording Fee $45.00 Document Total $45.00 This cover sheet is now a permanent part of the recorded document, H CITY OF ORONOi RESOLUTION OF THF'; C1Ty COUNCIL. NO. 7272 A RESOLUTION APPROVING VARIANCES FROM MUNICIPAL ZONING CODE SECTION 78-305, 78-72, 78-1279, 78-1680 AND 78-1605 FILE NO. LA22-000028 WHEREAS, on May 18, 2022, Eskucke Design (hereinafter the "Applicant" ), applied for variances from City Cade for the property addressed 2605 North Shore Drive and legally described as: That part of Govemment Lot 4, Section 9, Township 117, Range 23, described as follows: Commencing at the North quarter corner of said section; thence on a bearing of South (the North line of the Northeast Quarter of said section being assumed to have a bearing of North 88 degrees 51 minutes West for purposes of this description) a distance of 2878.55 feet; thence South 70 degrees 37 minutes 31 seconds East a distance of 838.42 feet; thence South 67 degrees 19 minutes 23 seconds East a distance of 265.25 feet to Point A, said point A being the point of beginning of the property being described and also the beginning of line A; thence South 32 degrees 16 minutes 30 seconds West along said line A to a point on the shore of Lake Minnetonka, and said Line A there ending; thence Southeasterly along said shore to a point 300 feet Southeasterly from said Line A, said 300 feet being measured on a bearing of South 59 degrees 05 minutes 30 seconds East from said line A; thence North 32 degrees 16 minutes 30 seconds East a distance of 370 feet to an intersection with a line drawn South 59 degrees 05 minutes 30 seconds East from said Point A; thence North 59 degrees 05 minutes 30 seconds West to said Point A, the point of beginning; except that part of said above described property lying Southeasterly of the following described line: Commencing at said Point A; thence South 59 degrees 05 minutes 30 seconds East a distance of 246.74 feet to the point of beginning of the line being described; thence South 34 degrees 54 minutes 30 seconds West to the shore of Lake Minnetonka, and said there ending. Hennepin County, Minnesota (hereinafter the "Property"); WHEREAS, the Applicant has made application to the City of Orono for variances to Orono Municipal Zoning Code Section 78-305 to allow for a 21' side yard setback along the east side of the Property; and CITY OF ORONO .R1=SOLUTION OFT) I E, CITY COU NC11, NO. 7272 WHEREAS, the Applicant has made application to the City of Orono for variances to Orono Municipal Zoning Code Section 78-1279 to allow for a new home, retaining walls, and entrance monuments be located within the 75' lakeyard setback; and WHEREAS, the Applicant has made application to the City of Orono for variances to Orono Municipal Zoning Code Section 78-1580 to allow new hardcover within the 75' lakeshore setback; and WHEREAS, the Applicant has made application to the City of Orono for variances to Orono Municipal Zoning Code Section 78-72 to allow for construction of a new home on a substandard parcel; and WHEREAS, the Applicant has made application to the City of Orono for variances to Orono Municipal Zoning Code Section 78-1605 for a wetland setback variance for new entrance monuments, and; WHEREAS, on June 21, 2022, after published and mailed notice in accordance with Minnesota Statutes and the City Code, the City Council held a public hearing, at which time all persons desiring to be heard concerning this application were given the opportunity to speak thereon; and WHEREAS, on June 21, 2022, the Planning Commission recommended approval of the building, hardcover, retaining wall, side yard setback, and lot area variances; and WHEREAS, on June 21, 2022, the Planning Commission recommended denial of the wetland and lakeyard setback of the variance for new entrance monuments, and WHEREAS, on June 27, 2022, the City Council reviewed the application and recommended approved of all variances as applied; and NOW, THEREFORE, BE IT RESOLVED that the City Council of Orono, Minnesota hereby approves the requested variances as described above based on one or more of the following findings of 'fact concerning the Property: FINDINGS OF FACT: 1. This application was reviewed as Zoning File # LA22-000028. The analysis contained within staff memos and the exhibits attached to the aforesaid memos, all minutes from the above mentioned meetings, and any and all other materials distributed at these meetings are hereby incorporated by reference. CITY OF ORONO RESOLUTION OF TI IF CITY COUNCIL. 2. The Property is located in the LR -1 A Zoning District. NO. 7272 3. The Property contains 1.86 acres in area and has a defined lot width of 230 feet at the OHWL. 4. The Property is within Tier 1 and hardcover is limited to 25% according to the Stormwater Quality Overlay District. 5. Applicant has applied for the following variances: a) Hardcover in the 75' lakeyard b) Buildings in the 75' lakeyard c) Retaining walls in the 75' lakeyard d) Side yard setback e) Lot area f) Wetland setback 6. In considering this application for variance, the Council has considered the advice and recommendation of the Planning Commission and the effect of the proposed variance upon the health, safety and welfare of the community, existing and anticipated traffic conditions, light and air, danger of fire, risk to the public safety, and the effect on values of property in the surrounding area. ANALYSIS - 1. The variance is in harmony with the general intent and purpose of the Ordinance. The proposed variances are in harmony with the intent and purpose of the Ordinance. The goal of the ordinance is to reduce or eliminate improvements in the lake yard, the proposal shifts away from the lake yard as much as practical. This criterion is met. 2. The variance is consistent with the comprehensive plan. The proposed variances to develop a nonconforming lot of record are consistent with the comprehensive plan. 3. The applicant establishes that there are practical difficulties. a. The property owner proposes to use the property in a reasonable manner not permitted by the official controls; The request to permit construction of the home on the substandard lot, in the proposed location within the lake, and side yard setbacks, appears to be reasonable considering the Property's reduced size and orientation with respect to the lakeshore. The hardcover and retaining walls proposed within the lake yard appear to be reasonable. The entrance monuments are reasonable within the wetland buffer and lakeyard setback with a new location which improves to the setbacks. CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7272 L There are circumstances unique to the property not created by the landowner; The lake and its inlet limit the building envelope for the property. The surrounding lakeshore is unique property feature of the lane and c. The variance will not alter the essential character of the locality. The variances are requested in order to permit construction of a home designed to fit the character of the neighborhood according to the submitted information. 4. Economic considerations alone do not constitute practical difficulties. Economic considerations have not been a factor in the variance approval determination. 5. Practical difficulties also include but are not limited to inadequate access to direct sunlight for solar energy systems. Variances shall be granted for earth -sheltered construction as defined in Minn. Stat. § 216C.06, subd. 2, when in harmony with Orono City Code Chapter 78. This condition is not applicable. 6. The board or the council may not permit as a variance any use that is not permitted under Orono City Code Chapter 78 for property in the zone where the affected person's land is located. This condition is not applicable, as the use for a single family home is an allowed use in the LR -1A District. 7. The board or council may permit as a variance the temporary use of a one -family dwelling as a two-family dwelling. This condition is not applicable. 8. The special conditions applying to the structure or land in question are peculiar to such property or immediately adjoining property. The Property's substandard size and orientation with respect to the lakeshore creates difficulties which may also apply to properties in the same neighborhood. 9. The conditions do not apply generally to other land or structures in the district in which the land is located. The Property's substandard size and orientation with respect to the lakeshore creates difficulties which may also apply to properties in the same neighborhood. However, the location of the lake surrounding the building envelope is very unique to the Property. 10. The granting of the application is necessary for the preservation and enjoyment of a substantial property right of the applicant. Granting a lot area, side yard and lake setback variances are necessary for the preservation of the property right of the application. The variances for retaining walls and hardcover in the lakeyard facilitate the use of the Property for the new home and are necessary for the preservation of the property rights of the owners. The wetland buffer setback and 75 foot lakeyard setback variances are improving the accessibility of the lot and a smaller footprint than existing infrastructure. 11. The granting of the proposed variance will not in any way impair health, safety, comfort or morals, or in any other respect be contrary to the intent of this chapter. Granting the requested variances in this unique situation is not contrary to the intent of the zoning chapter. CITY OF ORONO Ri:SCILUTIUN OF THE CITY CUUNCi[. NO. 7272 12. The granting of such variance will not merely serve as a convenience to the applicant, but is necessary to alleviate demonstrable difficulty. The variances do not merely serve as a convenience to the Applicant. The variances are necessary as the Property has considerable practical difficulties affecting development. CONCLUSIONS. ORDER AND CONDITIONS: Based upon one or more of the above findings, the Orono City Council hereby grants variances to Orono Municipal Zoning Code Section 78-305, 78-72, 78-1279, 78-1680, and 78- 1665 to allow construction of a new house and entrance monuments, subject to the following conditions: 1. Council approval is based on the entire record, above Findings. 2. The approved project shall conform to the survey and building plans submitted by the Applicants and annotated by City staff, attached to this Resolution as Exhibits A. 3. Any amendments to the plans which are not in conformity with City codes may require further Planning Commission and City Council review. 4. Authorities granted by this resolution run with the Property not with the Applicants, but are permissive only and must be exercised by obtaining a building permit for the new construction and commencing construction of said project. A framing inspection must be completed within one year of the date of Council approval, or the variances will expire on that date (June 27, 2023), 5. Violation of or non-compliance with any of the terms and conditions of this resolution may result in the termination of any authority granted herein. ADOPTED by the Orono City Council on this 27th day of June, 2622. ATTEST: /�/' J;ej" Anna Carlson, City Clerk Dennis Walsh, Mayor Exhibit A CERTIFICATE OF SURVEY FOR JOHN & SANDRA JEROME IN GOVT LOT 4, SEC, 9--117-23 HENNEPIN COUNTY, MINNESOTA Q 70 b ■ 1 °ASI"• EM1571NG i10115E lin � ►zeas F �r �' "W' ��jy LEGAL 0L5MFTNf{ OP PROWRTY . (w CrrW;� I. el TW qe 1164411) r ., WI TW f Germ.rar5 LW F,—b . 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LG* W LONG L_ 1.. 55M5 _ 452-1]5-1111 LAKEVIEWS RESIDENCE leas H W U o1. op[ ,� SS 31 C =sKuc� LAKEVIEWS RESIDENCE X603 N SF', a, �k poCti:;, ..v 5339 --------------------- - ------ -------------------------- --------------------------------------- ? -'ST E. z,,' : i, .1 4r 5' . C. nA A� F E,E' ATIO-N LAKEVIEWS RESIDENCE M M will -l -L AM M 1,01H MM "Iffi-Mum I Timber Border replaced by Boulder Retaining Wall IA ' r►" � i l > � .. � �� e� `'.fit 11 .. 4 �� � y[. A�, iw � . ` +a. Za �R , -. .�` .� F } ` µ esy 4110 '�* '• is � i .:�+.- ,.s, � �,i ,' ; � � � j,'� r:f •,� � }��v;;;v, V „*+.':J.}•c ,.rte Vkk ire •*. , � ,�. fir' r �s � _- i - lip �„r ', > + -',� •�.. .a' � *�..i - � '� �' � it '� / e L Oblique < Sat Apr 4 2020 > Le L . Oblique < Thu Apr 12021 > r y � 38 09-117-23 13 0007 JOSEPH LEON RITCHER KAZER KARI ANN KAZER 1200 OLD CRYSTAL BAY RD S WAYZATA MN 55391 38 09-117-23 13 0009 JUDITH B HODDER KENT H HODDER 2640 NORTH SHORE DR ORONO MN 55391 38 09-117-23 14 0007 SPOTTED DOG LLC 1907 E WAYZATA BLVD #300 WAYZATA MN 55391 38 09-117-23 410003 CARL R BERGQUIST ABIGAIL E VANORDEN 2545 NORTH SHORE DR WAYZATA MN 55391 38 09-117-23 410004 JEFFREY LINN ANDRADE 2565 NORTH SHORE DR WAYZATA MN 55391 38 09-117-23 42 0001 JAMES VAN RIEMSDYK 2655 NORTH SHORE DR WAYZATA MN 55391 38 09-117-23 42 0002 DANIEL JOSEPH MARTINSON HEIDI MARIE MARTINSON 4225 WILD MEADOWS DRIVE MEDINA MN 55340 38 09-117-23 42 0003 AMIR A & ASHLEY K MEHBOD 2625 NORTH SHORE DR WAYZATA MN 55391 38 09-117-23 42 0004 JAMES A & SHARON S WALKER 2685 NORTH SHORE DR WAYZATA MN 55391 38 09-117-23 42 0005 JAMES M WHISLER SANDRA S WHISLER 2683 NORTH SHORE DR WAYZATA MN 55391 38 09-117-23 42 0007 JAMES A & SHARON S WALKER 2685 NORTH SHORE DR ORONO MN 55391 Hennepin County Locate & Notify Map Date: 5/17/2023 Ca O �D uses 0 �r r 2U5 2565 ca 2545 2595 Buffer Size: 500 0 50 100 200 Feet Map Comments: 1 1 1 1 1 1 1 1 1 2605 North Shore Dr This data (i) is furnished 'AS IS' with no representation as to completeness or accuracy; (ii) is furnished with no warranty of any kind; and (iii) is notsuitable for legal, engineering or surveying purposes. Hennepin County shall not be liable for any damage, injury or loss resulting from this data. For more information, contact Hennepin County GIS Office 300 6th Street South, Minneapolis, MN 55487 /gis.info@hennepin.us Date Application Received: 06/13/2023 Date Application Considered as Complete: 06/26/2023 120 -Day Review Period Expires: 10/24/2023 To: Chair Bollis and Planning Commission Members Adam Edwards, City Administrator From: Natalie Nye, Planner Date: August 21, 2023 Subject: #LA23-000030, Ryan Ortlip, 4685 West Branch Road, Wetland Alteration Rezoning — Removal of Wetland from Wetland Overlay District Public Hearing Application Summary: The applicant is requesting approval of a wetland alteration and rezoning approval in order to remove a part of a wetland from the City's Wetland Overlay District to construct a driveway. Staff Recommendation: Planning Department Staff recommends approval. Background The applicant has purchased the vacant property located at 4685 West Branch Road with the intent to build a single-family home. The lot includes a 25 -foot -wide parcel that connects to West Branch Road and provides access to the main, buildable area of the property. The applicant is proposing to construct a driveway on this piece of the property which includes a wetland. The wetland will need to be altered and filled in order to construct a driveway and give the property owner access to the majority of their property. The proposed plans indicate possible grading beyond the property boundaries. The applicant has provided written permission from the abutting property owner included in Exhibit F. The wetland on the property is designated as a Type 2/3 wetland defined as a wet meadow or shallow marsh wetland. The total area of wetland proposed to be altered for the new driveway is approximately 2,760 square feet. The abutting driveway on the neighbor's property is supported by a culvert. The applicant is proposing to extent that culvert across the property to support the driveway. The applicant is proposing to mitigate the wetland impacts with wetland bank credits as recommended by Minnehaha Creek Watershed (MCWD). The proposed project will require Minnehaha Creek Watershed District (MCWD) permits for erosion control, waterbody crossing, wetland protection, floodplain alteration, and wetland conservation act. The City must approve a rezoning (removing the wetland from the City's wetland Map) and issue a wetland alteration permit, per Section 78-1610. Rezoning is necessary so the wetland is no longer subject to the standards of the Wetland Overlay District according to City Code Section 78-1609. Additionally, an administrative land alteration/grading permit will be required for the construction of the driveway. FILE #LA23-000030 August 21, 2023 Page 2 of 3 MCWD Review A Notice of Decision from MCWD approved the wetland boundary and type on June 20, 2023. The applicant applied for all necessary watershed permits on July 7, 2023. The erosion control permit, waterbody crossing permit, wetland protection permit, floodplain alteration permit and wetland conservation act permit are currently under review with MCWD. The anticipated approval for said permits is September 2023. The City will require all permits are approved prior to moving forward to the City Council for approval of the rezoning request. Rezoning - Wetland Overlay District In establishing a wetland overlay district over all known wetlands, Section 78-1603 includes direction regarding previously unidentified wetlands; these wetlands may be identified by wetland delineations under the Wetland Conservation Act (WCA) rules. If a specific wetland delineation has been done under WCA rules, then the boundaries of the wetland overlay district for that location will be as shown in the delineation. Therefore, all wetlands delineated and approved by the MCWD become part of the City's wetland overlay district. Section 78-1609(a) identifies standards to be considered when removing lands from the wetland overlay district: "These amendments must be consistent with the purpose of this article, the city's surface water management plan and the goals and policies of the community management plan. In determining the appropriateness of a rezoning request, the city council will consider: • the size of the wetland overlay district, • the magnitude of the area proposed for removal, • hydrological and ecological effects, and • the type and function of wetlands involved in order to provide the maximum feasible protection." Wetland Alteration Permit City Code Section 78-1610 provides guidance for reviewing a wetland alteration permit and states that alteration of a wetland will only be allowed if an equal amount of water storage is provided. According to the Notice of Application, the MCWD recommends the purchase of standard wetland credits in lieu of a compensatory wetland area. Analysis The proposed wetland alteration is minimal to support the construction of the driveway which is the only access way to the property. Staff recommends MCWD as a condition for approval. The applicant has completed a preliminary review with the MCWD and anticipates full approval later this year. Planning Staff observes that the alteration of the wetland at 4685 West Branch Road will not negatively impact adjacent properties or the floodplain. Staffs supports the application. Public Comments To date, no public comments have been received. Issues for Consideration 1. Does the Planning Commission find that this proposed wetland map change to be consistent with the purpose of the wetland protections, and the comprehensive plan? FILE #LA23-000030 August 21, 2023 Page 3 of 3 Does the Commission find it necessary to impose conditions in order to mitigate the impacts created by the granting of the requested approval(s)? Are there any other issues or concerns with this application? Planning Staff Comment Staff recommends approval of the wetland alteration rezoning conditioned on the following: 1. Approval for all permits from Minnehaha Creek Watershed. 2. Obtaining permission from abutting neighbor if grading or access is required. List of Exhibits Exhibit A. Application Summary Exhibit B. Narrative Exhibit C. Plans Exhibit D. Notice of Decision (NOD) Exhibit E. Notice of Application (NOA) Exhibit F. Neighbor Support Documents Exhibit G. Mailing List & Map 7/14/23, 8:09 AM Application Date: Address: Parcel Number: Land Use Number: Permit Details I Citizenserve Land Use Application Summary 06/13/2023 4685 West Branch RD Orono, MN 55364 0711723220011 LA23-000030 Application Submitted By: Property Owner Owner: Name: RICHARD B HAWKINSON Address: Ryan & Kayla Ortlip 10405 Buckingham Drive Eden Prairie, MN 55347 Name: Ryan Ortlip Applicant: Company: Address: 10405 Buckingham Dr Eden Prairie, MN 55347-2940 Ryan.Ortlip@icloud.com Contact Information: Project Description: Land Use Application Type: Applicant Signature: Associated Contact: Associated Contact: Associated Contact: Associated Contact: 0711723220011 Driveway/access Amendmend Application Appeal of Admin Decision Concept Application Conditional Use Permit Site Plan Application Subdivision Application Subdivision Exception Vacation Application Variance Application https://www4.citizenserve.com/Admin/PermltControIIer?Action=DisplayPermitDetaiI&SelectedTab=Permits&Permit_ID=12015028&WorkOrder_ID=863... 1/1 Driveway Installation Request Narative Objective I am seeking approval to install a driveway to access my lot (4685 West Branch Road, Orono, MN, 55364 by primarily utilizing the 25 foot wide strip of land that connects the majority of the property to west branch road This is the only way to connect my property to the road given the current property boundaries and legal restrictions. This driveway would cross over wetland and a creek (mostly on the 25' strip) than would connect to an eventual build site where we plan to put our primary single family residence in the coming years for our growing family. History Prior to requesting approval to install our own driveway in this application, we did explore in depth the possibility of sharing the neighbors driveway as it, and any driveway would install, would both be located on a road and utility easement granted to the city of Orono, and it was not clear if/when this public easement would be "opened" by the city and when that would occur. As I now understand, this easement would only be "Opened" by the city of Orono to access Saga Hill off of west branch, to create a public access to north side of the park, however, as I understand, nothing is planned at this time. The easement is not open to the public until it is opened by the city, which would be executing their rights as stated in the easement. I understand that there is the current barrier that the north part of the park is currently protected by a DNR conservation easement, which would not permit development such as a parking lot for example and possibly trails connecting to this entrance; It is not clear the duration or area of this conservation easement. The other trigger for a shared road would be that easement as a whole servicing 3+ houses, but improvements would be the responsibility of the individual at that time. If I install my own separate driveway, no trigger for 3+ lots would occur as the West Branch Acres (2 lots) would be serviced by the existing driveway, and West Branch Hill (my 1 lot requiring separate access) would be serviced by the 1 driveway we are seeking to install. Me installing my separate driveway was the only solution agreed to by the west branch acres neighbors. Other options were explored as they would be the least impactful solution concerning wetland disruption for access. A bridge is not a feasible option due to cost considerations and future infrastructure that may be done by the city, if/when the city excises their rights for the road/utility easement, if ever; one eventually connected culvert would enable one road (private or public) in the future on the easement area. The lowest cost solution that is in align with possible future development by the city and what is legally permitted, is a stand alone driveway contained within my property at this time. Current state We have confirmed wetland boundaries and wetland type (manage 1, changed from preserve). We are working on obtaining further permits from MCWD, specifically: Waterbody crossing, Erosion Control, Wetland protection and Floodplain alteration. Once obtained, I can provide specifics, however the only item it seems to be unknown with the site plan is if site wetland replacement would be required, if so, I would like this to be done on the piece of land in the Northeast corner of the lot that is currently not wetland. If no replacement is needed, then the only wetland alteration would be fill as proposed to install the driveway. a large culvert would be installed under the proposed driveway, unconnected to the existing culvert under the driveway for 4735 West Branch Road's access. This gap between the culverts would enable drainage between the driveways (and 4665 West Branch road's front yard) to the wetland. Grading for the driveway would impact 4665 West Branch Road and is the preferred option. Eric and Bridgette who are the current owners of 4665 West branch road, have tentatively agreed to the grading as long as a culvert is installed under the to be our driveway to provide drainage for their front yard to the ditch between our proposed driveway and the existing access for 4701 West Branch Road and 4735 west branch road. Eric and Bridgette's approval is also contingent on the area of grading being returned to the initial, pre -grading state of vegetation. Full agreement will be obtained by signature on the final site plan once obtained that would include culvert and clause for returning to original pre -grading vegetation.. If grading is not agreed upon in the future, then retaining walls will be installed to prevent impact to 4665 west branch road. On site wetland replacement, if required, may impact 4625 west branch road, however it is currently unknown if this will be required. Hennepin county has already approved curb cut for driveway connecting to west branch road. PC Exhibit C CONSTRUCTION NOTES 1. INSTALL SILT FENCE AS SHOWN ON PLAN, AS REQUIRED BY THE CITY OF ORONO OR DIRECTED BY THE ENGINEER. 2. BEGIN GRADING. TEMPORARY DRAINAGE PIPE SHALL BE USED FOR INTERMEDIATE DRAINAGE DURING THE CONSTRUCTION PERIOD AS NECESSARY AND DIRECTED BY THE ENGINEER. 3. INSPECT SILT FENCE, AND ROCK ENTRANCE BERM AFTER ALL RAINFALL EVENTS AS REQUIRED BY THE NPDES PERMIT. 7. RESTORATION - 0.6 ACRES A. RESTORE DISTURBED AREAS WITH 6" OF TOPSOIL, OR EXISTING ON-SITE ORGANIC MTRL. B. SEED MIXES: WETLAND BUFFER AREAS WITH MN/DOT 35-241. ALL OTHER DISTURBED AREAS WITH MN/DOT 25-141. C. ONLY PHOSPHOROUS FREE FERTILIZER IS TO BE USED ON SITE. D. MULCH WITH TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHOR IMMEDIATELY AFTER PLACEMENT. USE WOODFIBER BLANKET ON ALL SLOPES 3:1 (FT) OR GREATER. E. PLACE APPROVED STORM SEWER INLET PROTECTION IN OR AROUND ALL STORM SEWER INLETS AND MAINTAIN UNTIL STREET CONSTRUCTION IS COMPLETED. REFER TO CITY DETAILS 5302 & 5302A FOR APPROVED DEVICES. F. MAINTAIN ALL SILT FENCE UNTIL TURF HAS BEEN ESTABLISHED. G. RESTORATION WORK WILL BE COMPLETED WITHIN 72 HOURS OF GRADING COMPLETION. 8 SILT FENCE: BEFORE GRADING- 1,285 LF SILT FENCE: AFTER GRADING - XXX LF SYMBOL LEGEND - --- - _----- - - - - -- /- REVISION MAJORCONTOUR _ ---_960.--------_— \ — -- -- — ---- _--— __ T BUILDING SETBACK LINE BSBL — — ENI BERM \\ \\\ \ \\ Sc' //$1 ' X9508 FARCELBOUNDY LINE IF DRAINAGE AND UTILITY EASEMENTS eo 0 cu. AND lUTTER boa C°ENTRAN�aN ® BOLTON & MENK EACNYARD CATCH BASIN CHECIQ=D CATCH BASIN —u�» «T»- STORM SEWER MANl­CTF -»�» \\ \ \ \ 151 x95°.3 :I„1P INV -949.8 SANITARY SEBIER MANHOLE DATE HYDRANT — — \ \ \—/15'CMP\32.S LF lI DATE VALME —I ERIC R. JOHNSON, P.E. Date: 07-07-2023 Lic. No. 56659 07/07/2623 \\ \\ \ SILT FENCE — CONSTRUCTION) SII_T FENCE -POST CMP INV 949. - lr -� \ / TINC SPOT ELEVATION '9'-D4UEASEMENT\\ \ \\ / /// — 942—/_—__952/ CMP MATCHES CMP UNDER__yao- \ NEIGHBORING DRIVEWAY` \ I \ ----- \ INV- �% \� \ _ \\ �� —---__----942' 936.8 -I \ CMP INy-93f- — \ I 48"CMP- 20 LF' CMP INV- 936.2 g 40- -- WETLAND FILL 1-2.760 T�T—��_ \\ IWETLAND(MANAGE 1) vT ( \\ 1 11 ax y v- v v/ / IN GIS)\ \ \ \ FEMA FLOODPLA ( \ \ _ \ -_ �z .w" vv vv dsBa V v `v __— vvv vvvvv vvv v - VL--------- v—� L\ \ \ \ \ / 6 ''!'\' \ \ \vJ \\ T,v — — — — — — -- — v 1 1 1 1 \ v vv �T, \\\ \\\ \\\ PC Exhibit C CONSTRUCTION NOTES 1. INSTALL SILT FENCE AS SHOWN ON PLAN, AS REQUIRED BY THE CITY OF ORONO OR DIRECTED BY THE ENGINEER. 2. BEGIN GRADING. TEMPORARY DRAINAGE PIPE SHALL BE USED FOR INTERMEDIATE DRAINAGE DURING THE CONSTRUCTION PERIOD AS NECESSARY AND DIRECTED BY THE ENGINEER. 3. INSPECT SILT FENCE, AND ROCK ENTRANCE BERM AFTER ALL RAINFALL EVENTS AS REQUIRED BY THE NPDES PERMIT. 7. RESTORATION - 0.6 ACRES A. RESTORE DISTURBED AREAS WITH 6" OF TOPSOIL, OR EXISTING ON-SITE ORGANIC MTRL. B. SEED MIXES: WETLAND BUFFER AREAS WITH MN/DOT 35-241. ALL OTHER DISTURBED AREAS WITH MN/DOT 25-141. C. ONLY PHOSPHOROUS FREE FERTILIZER IS TO BE USED ON SITE. D. MULCH WITH TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHOR IMMEDIATELY AFTER PLACEMENT. USE WOODFIBER BLANKET ON ALL SLOPES 3:1 (FT) OR GREATER. E. PLACE APPROVED STORM SEWER INLET PROTECTION IN OR AROUND ALL STORM SEWER INLETS AND MAINTAIN UNTIL STREET CONSTRUCTION IS COMPLETED. REFER TO CITY DETAILS 5302 & 5302A FOR APPROVED DEVICES. F. MAINTAIN ALL SILT FENCE UNTIL TURF HAS BEEN ESTABLISHED. G. RESTORATION WORK WILL BE COMPLETED WITHIN 72 HOURS OF GRADING COMPLETION. 8 SILT FENCE: BEFORE GRADING- 1,285 LF SILT FENCE: AFTER GRADING - XXX LF SYMBOL LEGEND DESCRIPTION PROPOSED EXISTING MINORCONTOUR REVISION MAJORCONTOUR IIIFENCE � ENO 400 LOT LINE BOLTON &MEN K BUILDING SETBACK LINE BSBL BSBL GARA LINE UPDATE MODELING- WATERSHED FARCELBOUNDY LINE IF DRAINAGE AND UTILITY EASEMENTS eo 0 cu. AND lUTTER boa C°ENTRAN�aN ® BOLTON & MENK EACNYARD CATCH BASIN CHECIQ=D CATCH BASIN —u�» «T»- STORM SEWER MANl­CTF -»�» »�»— FILARED END SECTION SANITARY SEBIER MANHOLE DATE HYDRANT — — — DATE VALME —I ERIC R. JOHNSON, P.E. Date: 07-07-2023 Lic. No. 56659 07/07/2623 SILT FENCE — CONSTRUCTION) SII_T FENCE -POST SPOT ELEVATION SOD ADD TINC SPOT ELEVATION 0000<ROCK ENTRANCE BERM ------ SILT FENCE -------- POST GRADING SILT FENCE —Bio— BIO -ROLL Rock Check ROCK DITCH CHECK 8 CONCRETE WASHOUT INLET PROTECTION EROSION BLANKET 0'- R )'� 200 100 0 100 200 400 El El ElSCALE IN FEET EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAV ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HEAGREESTOBEFULLYRESPONSIBLEFORANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. DRAWING NAME nlcs� x�muml ` srsrvonx ic, ss AIDI 5 Dixern�w TF/�GacxxuwrtxrannvcDxaruxaLsois SILT FENCE - HEAVY DUTY vusncav Ne Isanxsu mss-- 11I<x Muwx w soca.eD wsiove _Dcmexrus raD c. ss iDm E � I�lly�l M F rl SILT FENCED MACHINE SLICED DATE REVISION eonb r IIIFENCE � ENO 400 CITY PROJECT NO. ¢as sORDRIVEWAY PLAN W SATHRE-BERGQUIST, INC. 1400025THAVEN#120 PLYMOUTH, MN. 55447(952)47&-6000 ORONO, WEST BRANCH ROAD m y �� MINNESOTA O RTL I F cNFR6 P PP`s BOLTON &MEN K DW YORRTUP 1 ERJ 6/16/2023 0'- R )'� 200 100 0 100 200 400 El El ElSCALE IN FEET EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAV ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HEAGREESTOBEFULLYRESPONSIBLEFORANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. DRAWING NAME No. BY DATE REVISION USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION)OF THISIS NPR�PRODUCT WRITTEN AUTHORIZATION.USE WITHOUT O SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. ounea,a CITY PROJECT NO. ¢as sORDRIVEWAY PLAN W SATHRE-BERGQUIST, INC. 1400025THAVEN#120 PLYMOUTH, MN. 55447(952)47&-6000 ORONO, WEST BRANCH ROAD m y �� MINNESOTA O RTL I F cNFR6 P PP`s FILE NO. 68086-001 DW YORRTUP 1 ERJ 6/16/2023 UPDATE MODELING- WATERSHED DRAWN IF eo 0 "Eno-soi boa C°ENTRAN�aN ® BOLTON & MENK CHECIQ=D ? s ,» " awl ae"xiex®i s"I 0'- R )'� 200 100 0 100 200 400 El El ElSCALE IN FEET EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAV ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HEAGREESTOBEFULLYRESPONSIBLEFORANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. DRAWING NAME No. BY DATE REVISION USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION)OF THISIS NPR�PRODUCT WRITTEN AUTHORIZATION.USE WITHOUT O SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. �pp� 111p yL, ll CITY PROJECT NO. ¢as sORDRIVEWAY PLAN W SATHRE-BERGQUIST, INC. 1400025THAVEN#120 PLYMOUTH, MN. 55447(952)47&-6000 ORONO, WEST BRANCH ROAD m y �� MINNESOTA O RTL I F cNFR6 P PP`s FILE NO. 68086-001 DW YORRTUP 1 ERJ 6/16/2023 UPDATE MODELING- WATERSHED DRAWN X xXX CHECIQ=D Xxx DATE ERIC R. JOHNSON, P.E. Date: 07-07-2023 Lic. No. 56659 07/07/2623 ---- / - f-----�\ -- --- -----�—----- _960----------- _ --_ ----__ ---- - - --- —- - ---- \ _ 958— \ vvvv vv vv v'9e v CMP INV -849.8 vv a5°� \\ \\\ \—/15'CMP-32.5 LF \ \�� ry \\ \ I� \ // / / / // ' / / ------ V A GMP INV �sas.fi v 19LD$U-€ASEMENT VII--- \ BOO JA \ \� 942— FLOODPLAIN.I IMPACT 1265 CY\1 \\\(�� -- —946 — -----944 -940 CMP IN 936A GMP INV -936.2 940, 48" CMP- 20 LF a ` — —' ---Z FLOODPLAIN —_� IWETLAND(MANvAGE 1) \\ I \\\ MITIGATION -285 CV I \ /IN G \ \\ a 1 _ \ \ FEMA FLOODPIS)\LA ( 5pz --- wa , \sSo- \ \\ \\V \ V 952 952 ' _ AV v v v v v T v v�--- __ v v --vv_— L--------- _� \ SB s, Denotes Proposed Floodplain Impact Denotes Proposed Floodplain Mitigation FLOODPLAIN NOTES • Proposed floodplain mitigation within the wetland buffer to be seeded with Mix 33-262 (Dry Swale/Pond). (refer to the See Disturbed Upland Buffer & Northwest Restoration Area Planting, Maintenance, and Monitoring Plan) ISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAV ONLY. THE CONTRACTOR CATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HEAGREESTOBEFULLYRESPONSIBLEFGRANY ID ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE SHALL DETERMINE THE EXACT ANY AND ALL EXISTING UTILITIES. DRAWING NAME NO. BY DATE REVISION USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS DWAY-ORTLIP 1 INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I ��Eas sLR�F DRAWN SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE o Xxx SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. W SATH RE-BERGQUIST, INC. INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. cNEcI�D SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE a 14000 25TH AVE N #120 PLYMOUTH, MN. 55447 (952) 476-6000 Xxx USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING cNFRB DATE FROM ILLEGITMATE USE. ERIC R. JOHNSON, P.E. P`P:? 971D7/2923 Date: 07-07-2023 Lic. No. 56659 g'-R"�' 200 100 0 100 200 400 n_nhn_ni �®o❑1J SLE IN FEET CITY PROJECT NO. FLOODPLAIN MITIGATION ORONO, WEST BRANCH ROAD MINNESOTA ORTLIP _ y---- -------- L----------- / / I — / \ ----960_---------_ --958 vv vv ��v so�------ vv.50.3 CMP INV -949.8 v\ V AV GMP INV -\949,5 \\ \\ \-946,\` 19LD$U.€ASEMENT\\ F / 1 R000P \ \ Jp a} \ \ 950 \ \ / , / -- 1936.S3------__—.942- \ I _ -940 vV vV / J / vV CMP IN 936A _---- 1 -GMP INV -936.2 \`---9q0 48"CMP- 20 LF DISTURBED WETLAND, BUFFERAREA WETLAND(MANAGE 1) \ \\\ vI/ / IN GIS)- FEMA FLOODPLA ( 5p2 \ \b \ / dsa 4\ V A _— — v v v v X886 v vv_— --------- V A \ \ \� ------ v v vv v v \ V Av v V A� �� Lv V®sed sa \\ \ ----- _— vv --L -----——-----v\v vv vv vv WETLAND BUFFER NOTES • Per MCWD, the buffer width is set to 25'. • Wetland buffer adjacent to proposed driveway is reduced to minimize the impact of the wetland. • For disturbed wetland buffer areas, See Disturbed Upland Buffer & Northwest Restoration Area Planting, Maintenance, and Monitoring Plan Denotes Wetland Buffer Area Denotes Disturbed Wetland Buffer Area WB Denotes Wetland Buffer Post Location ISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAV ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT CATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HEAGREESTOBEFULLYRESPONSIBLEFORANY ID ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. DRAWING NAME No. BY DATE REVISION USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS DWAY-ORTUP 1 ERJ 8/16/2D23 UPDATE MODELING- WATERSHED INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT IsLR�F DRAWN SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE o Xxx SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. W N SATH RE-BERGQUIST, INC. INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. -km cHECI<ED SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE a "' m 14000 25TH AVE N #120 PLYMOUTH, MN. 55447 (952) 47G6000 Xxx USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING `" �� cNFRa DATE FROM ILLEGITMATE USE. ERIC R. JOHNSON, P.E. P`P:`' 07107/2023 Date: 07-07-2023 Lic. NO. 56659 g' -Rt 200 100 0 100 200 400 n_nhn_ni �®o❑1J SLE IN FEET CITY PROJECT NO. FILE NO. WETLAND BUFFER EXHIBIT 68086-001 ORONO, WEST BRANCH ROAD j MINNESOTA ORTLIP Disturbed Upland Buffer & Northwest Restoration Area Planting, Maintenance, and Monitoring Plan 4685 West Branch Road, Orono The 4685 West Branch Road plan shows two (2) areas of disturbed upland buffer requiring planting, management, and monitoring according to Minnehaha Creek Watershed District Wetland Protection Rule 7(c), 9(g) and 9(h), and 10(a), 10(b), and 10(c). Wetland Buffer Exhibit, attached to this plan shows the areas of upland buffer that will be disturbed by grading during construction (i.e., disturbed buffer). After construction activities have ceased, upland buffer that is disturbed during project grading will be seeded with a native seed mix and managed annually for weedy and invasive species. Upon final establishment, wetland buffer shall contain little or no bare soil and shall exhibit a dominance of native vegetation. Protocols to be followed for site preparation/seeding, maintenance, and monitoring are provided below. Disturbed Buffer Area Planting Plan Site Preparation & Seeding (assuming fall seeding) Soils within the disturbed buffer areas and the Northwest Restoration Area will first be decompacted to a depth of 18 inches and organic matter will be incorporated into soils, and then fine graded/smoothed before the seeding work begins (to be done by the general contractor or excavator). The areas will be left/avoided for a minimum of 30 days to allow weeds to germinate and regrow. Abroad spectrum herbicide treatment will be applied as per manufacturer's directions. Herbicide treatment areas will be left/avoided for a minimum of 30 days before native seeding commences. Dead vegetation will be removed or mowed, and the soil will be disked or tilled to create an open seedbed. The soil will be harrowed or raked to create a smooth seedbed, and a roller or cultipacker will be used to create a firm seedbed. All seed will be applied by broadcasting drilling or as otherwise recommended by the contracted revegetation specialist. Harrowing or raking will follow all grass seeding. The proposed seed mix and rate for disturbed buffer areas and restoration upland within the Northwest Restoration Area on the Minnetonka Country Club site is BWSR State Seed Mix 36- 211 (Woodland Edge South and West) or similar at a rate of 9.5 lbs/acre PLS (grasses and forbs), and 25.0 lbs/acre of cover crop. Disturbed Upland Buffer Planting, Maintenance, and Monitoring Plan 4685 West Branch Road, Orono - Page 1 of 4 Native seed mix actually used will depend on the hydrologic conditions of the landscape post grading and seed availability. Seed will be purchased from a reputable seed company such as Shooting Start Native Seeds and will be of local origin. Erosion Control Newly seeded areas will be mulched with clean straw at a rate of 1.5 tons per acres. The straw will be disk anchored, where accessible. Upon completion of seed installation, a site visit will be conducted with the vegetation contractor to confirm seeding was consistent with the approved plan and collect seed tags (if available). Disturbed Upland Buffer Maintenance Plan A standard maintenance plan for areas of disturbed upland buffer is provided below. Revisions to this plan may occur. The intent of the management plan is to: 1) promote the growth of native species, and 2) control noxious and/or invasive species such as Canada thistle. When a noxious or invasive species occurs, the appropriate technique to control or eliminate that species will be implemented. Year 1 (fall dormant seeding) • Fall dormant seed as described in the Planting Plan Year 2 Management • Mow 2-3 times with mower deck 6-8 inches off the ground to prevent development of weedy species • Spot spray perennial weedy species as needed Year 2 Evaluation • Cover crop will be gone unless winter wheat was used in a fall planting • Grasses forming clumps 1-6 inches apart in drill rows, but still short • Some flowers should be blooming • Flush growth of foxtail and other annuals may indicate need for more frequent mowing • Supplemental seeding if needed Year 3 Management • Mow 1-2 times with mower deck/bar approximately 12 inches off the ground to control weedy annuals • Spot spray perennial weedy species as needed • Supplemental seeding if needed Disturbed Upland Buffer Planting, Maintenance, and Monitoring Plan 4685 West Branch Road, Orono - Page 2 of 4 Year 3 Evaluation • Plantings should include a diverse mixture of native grasses and forbs • Plantings should not include more than 50% invasive species Year 4 Management • Mow as needed with mower deck approximately 12 inches off the ground to control weedy annuals • Spot spray perennial weedy species as needed • Plantings should include a diverse mixture of native grasses and forbs • Supplemental seeding if needed Year 4 Evaluation • Plantings should include a diverse mixture of native grasses and forbs • Plantings should not include more than Plantings should not include more than 50% invasive species Year 5/Long-term Mana eg ment • Mowing not necessary or only in portions of the project site with weed problems • Spot spraying of perennial weeds if needed • Optional burning in a 3-5 year rotation alternating spring and fall burns • Optional haying in a 3-5 year rotation late summer or early fall. Alternate with burning or substitute for burning • Supplemental seeding if needed • Plantings should not include more than 50% invasive species Upon final establishment, wetland buffer shall contain little or no bare soil and shall exhibit a dominance of native vegetation. Disturbed Buffer Monitoring Plan Monitoring will begin the first growing season after fall seeding to evaluate vegetation within the disturbed buffer areas. An annual Wetland Buffer Inspection Report will be submitted to the District for up to 5 years following buffer establishment. The annual Wetland Buffer Inspection Report will include: 1) A site plan showing the location of permitted buffer area; areas of bare soil or erosion; areas of invasive vegetation; and location and type of any encroachments on the buffer. 2) Color photos of the wetland buffer taken during the growing season with vantage points for these photos labeled on the site plan. Disturbed Upland Buffer Planting, Maintenance, and Monitoring Plan 4685 West Branch Road, Orono - Page 3 of 4 3) Description of buffer vegetation including a list of dominant plant species and the estimate percent cover, and a comparison of the species present to the approved planting/seeding plan. 4) A written narrative that identifies the management strategies that will be utilized during the upcoming growing season to manage invasive species, improve percent cover and species diversity, and mitigate any encroachments on the buffer. Disturbed Upland Buffer Planting, Maintenance, and Monitoring Plan 4685 West Branch Road, Orono - Page 4 of 4 BOARD OF WATER AND SOIL RESOURCES Minnesota Wetland Conservation Act Notice of Decision Local Government Unit: Minnehaha Creek Watershed District County: Hennepin Applicant Name: Ryan Ortlip Applicant Representative: Melissa Barrett - KES Project Name: W23-017 LGU Project No. (if any): W23-017 Date Complete Application Received by LGU: 5/10/23 Date of LGU Decision: 6/20/23 Date this Notice was Sent: 6/20/23 WCA Decision Type - check all that apply ® Wetland Boundary/Type ❑ Sequencing ❑ Replacement Plan ❑ Bank Plan (not credit purchase) ❑ No -Loss (8420.0415) ❑ Exemption (8420.0420) Part:❑A❑B ❑C❑D❑E ❑F ❑G ❑H Subpart:❑2❑3❑4❑5 ❑6❑7 ❑8❑9 teplacement Plan Impacts (replacement plan decisions only) Total WCA Wetland Impact Area: Wetland Replacement Type: ❑ Project Specific Credits: ❑ Bank Credits: Bank Account Number(s): Technical Evaluation Panel Findings and Recommendations (attach if any) ❑ Approve ❑ Approve w/Conditions ❑ Deny ❑ No TEP Recommendation LGU Decision ❑X Approved with Conditions (specify below)' ❑ Approved' ❑ Denied List Conditions: This decision approves the boundary and type of the wetland onsite. Any future fill will require additional review. Decision -Maker for this Application: X❑ Staff ❑ Governing Board/Council ❑ Other: Decision is valid for: ❑x 5 years (default) ❑ Other (specify): ' Wetland Replacement Plan approval is not valid until BWSR confirms the withdrawal of any required wetland bank credits. For project - specific replacement a financial assurance per MN Rule 8420.0522, Subp. 9 and evidence that all required forms have been recorded on the title of the property on which the replacement wetland is located must be provided to the LGU for the approval to be valid. LGU Findings — Attach document(s) and/or insert narrative providing the basis for the LGU decision'. ❑ Attachment(s) (specify): ❑ Summary: Ryan Ortlip has applied for Boundary/type approval/confirmation for the wetlands located at 4685 West Branch Road. A wetland delineation was conducted by KES on 10/26/22. The delineation shows 1 wetland within the project area. Wetland 1 was identified as a Type 2/3, wet meadow/ shallow marsh wetland. BWSR NOD Form — November 12, 2019 1 MCWD and KES Staff reviewed the boundaries in the field on 5/31/23. MCWD and BWSR were in agreement with the wetland boundaries and types identified on site and shown in the delineation report. MCWD approves the wetland boundaries and types as shown in the delineation report. This decision is valid for five years. A future project located on this property may require a permit from the MCWD. z Findings must consider any TEP recommendations. Attached Project Documents ❑ Site Location Map ❑ Project Plan(s)/Descriptions/Reports (specify): Appeals of LGU Decisions If you wish to appeal this decision, you must provide a written request within 30 calendar days of the date you received the notice. All appeals must be submitted to the Board of Water and Soil Resources Executive Director along with a check payable to BWSR for $500 unless the LGU has adopted a local appeal process as identified below. The check must be sent by mail and the written request to appeal can be submitted by mail or e-mail. The appeal should include a copy of this notice, name and contact information of appellant(s) and their representatives (if applicable), a statement clarifying the intent to appeal and supporting information as to why the decision is in error. Send to: Appeals & Regulatory Compliance Coordinator Minnesota Board of Water & Soils Resources 520 Lafayette Road North St. Paul, MN 55155 travis.eermundson(@state.mn.us Does the LGU have a local appeal process applicable to this decision? ❑ Yes' ❑ No 'If yes, all appeals must first be considered via the local appeals process. Local Appeals Submittal Requirements (LGU must describe how to appeal, submittal requirements, fees, etc. as applicable) Notice Distribution (include name) Required on all notices: 0 SWCD TEP Member: Tony.brough@co.hennepin.mn.us 0 BWSR TEP Member: Jed Chestnut Jed.chestnut@state.mn.us ❑ LGU TEP Member (if different than LGU contact): 0 DNR Representative: Wes.Saunders-pearce@state.mn.us ❑ Watershed District or Watershed Mgmt. Org.: 0 Applicant: Ryan.ortlip@icloud.com 0 Agent/Consultant: Melissa@kjolhaugenv.com Optional or As Applicable: ❑ Corps of Engineers: ❑ BWSR Wetland Mitigation Coordinator (required for bank plan applications only): BWSR NOD Form — November 12, 2019 2 ❑ Members of the Public (notice only): ❑ Other: Signature: Date: 6/20/23 This notice and accompanying application materials may be sent electronically or by mail. The LGU may opt to send a summary of the application to members of the public upon request per 8420.0255, Subp. 3. BWSR NOD Form — November 12, 2019 MBOARD OF WATER AND SOIL RESOURCES Minnesota Wetland Conservation Act Notice of Application Local Government Unit: Minnehaha Creek Watershed District County: Hennepin Applicant Name: Ryan Ortlip Applicant Representative: Melissa Barrett - KES Project Name: LGU Project No. (if any): W23-030 Date Complete Application Received by LGU: 7/25/23 Date this Notice was Sent by LGU: 7/28/23 Date that Comments on this Application Must Be Received By LGU': 8/12/23 1 minimum 15 business day comment period for Boundary & Type, Sequencing, Replacement Plan and Bank Plan Applications NCA Decision Type - check all that apply ❑ Wetland Boundary/Type ❑ Sequencing ® Replacement Plan ❑ Bank Plan (not credit purchase) ❑ No -Loss (8420.0415) ❑Exemption (8420.0420) Part:❑A❑B ❑C❑D❑E ❑F ❑G ❑H Subpart: ❑2❑3❑4❑5 El 607 ❑8❑9 Replacement Plan Impacts (replacement plan decisions only) Total WCA Impact Area Proposed: 2760 Square Feet Application Materials ❑ Attached ® Other' (specify): Attached to email. 1 Link to ftp or other accessible file sharing sites is acceptable. Comments on this aaalication should be sent to: LGU Contact Person: Trey Jonas E -Mail Address: tjonas@minnehahacreek.org Address and Phone Number: (952) 641-4521 Decision -Maker for this Application: ❑X Staff ❑ Governing Board/Council ❑ Other (specify): Notice Distribution (include name) Reauired on all notices: ❑x SWCD TEP Member: stacey.lijewski@co.hennepin.mn.us ❑x BWSR TEP Member: Jed Chestnut- Jed.Chestnut@state.mn.us ❑ LGU TEP Member (if different than LGU contact): ❑X DNR Representative: Wes Saunders -Pearce- Wes.Saunders-Pearce@state.mn.us ❑ Watershed District or Watershed Mgmt. Org.: ® Applicant (notice only): Ryan Ortlip <ryan.ortlip@icloud.com> ❑x Agent/Consultant (notice only): Melissa@kjolhaugenv.com )ptional or As Applicable: ❑x Corps of Engineers: usace_requests_mn@usace.army.mil El BWSR Wetland Mitigation Coordinator (required for bank plan applications only): ❑ Members of the Public (notice only): ❑ Other: BWSR NOA Form — November 12, 2019 1 Date: 7/28/23 Signature: This notice and accompanying application materials may be sent electronically or by mail. The LGU may opt to send a summary of the application to members of the public upon request per 8420.0255, Subp. 3. BWSR NOA Form — November 12, 2019 Grading and Drainage Agreement The purpose of this document is to capture agreement between the current owners of 4665 West Branch Road, Orono, MN 55364 whose current owners are Eric Truskoski and•13cidgette-T>r+� Hamblin and 4685 West Branch Road, Orono, MN 55364 whose current owners are Ryan and Kayla Ortlip for the installation and resulting grading Impacts of driveway to access 4685 West Branch Road. Grading and scope of work is visualized in the attached site planaZj2pcifics of the site plan that will impact 4665 West Branch Road, Orono, MN 55364 and the plan to Dxh" 073v17s+13 restore impacts to an agreed upon state are below A�� 1012 -Al Grading for driveway needed for access to 4685 West Branch Road will Impact approximately 10 feet of the west side of 4665 West Branch Road • It is agreed that these grading activities will be permitted by the owners of 4665 West Branch Road in exchange for a culvert being installed at the expense of owners of 4685 west branch road for the purposes of draining the North west corner (front yard) of 4665 West Branch Road to the west of the proposed driveway located on 4685 West Branch Road_ • It is also agreed that any vegetation that is disrupted as a result of this grading will be re- established to its pre -grading state. Grass seed will be applied at the expense of 4685 West Branch Road Owners for those areas that were previously Grass/Sod/Turff. Native vegetation that is disrupted due to the grading will be allowed to return to to the native state. • An erosion control barrier will be allowed to be installed temporarily on 4665 West branch road as indicated on the site plan and will serve as a boundary for the grading to be performed. • No easement rights from one property to another property will be granted on either lot as a result of this work. this agreement is only temporary, for the duration of the project from city and MCWD approvals being granted and grading being performed through restoration of original vegetation. After the grading is performed and vegetation re- established, each property owner will be responsible for maintaining the areas impacted that are located on their property and all subsequent future maintenance. Neither property owner will have any rights to the others property post grading and vegetation re- establishment. • No grading, other than that indicated in the attached site plan, will be performed by the owners of 4685 West branch road, including but not limited to any additional grading to facilitate drainage to the installed culvert that will provide a drainage option for the north west corner (front yard) of 4665 West Branch Road. Any additional grading required to facilitate drainage of 4665 West Branch Road's front yard to the culvert will be the responsibility of 4665 West Branch Road's owners. By signing below each party is agreeing to this document, items contained within and the attached site plary Da--rCl 077vi 1o. 3, •'A v 10,702,24 Eric Truskoski 7/10/23: Without exception the culvert is to be installed at the lowest point of the 4685 West anch Road, Orono, MN 55364 Owners: northwest corner (front yard) to facilitate drainage Ryan Ortlip 16 Jvl 2ca5 _Date Kayla Ortlip _Date 4665'West Branch Road, Orono. 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W .0 ramal /quaanw e n.lomnoa+�I�I�aArworMTlnl�alwoAollunareaawmra Wrrr una rrl�rmaclasmwns I�wwrn.-wa�ae.la ww.lwp ena I W.rtM Y��LT �OIQ ItIt.1VI1W OIAIB l Imola\TW At WLA�a1W 111M1 A IYAff RY.00tiI[IP Wa011,1p�V..m V � aTrsQ /rtwrr�a v .:v�� rwmo/amwo�ilnsn� i4rc nrli o�unilwssri�wai�nel r — DRIVEWAY PLAN ru la nn .wa•w�wertwnunnWvs .a..non �IlamTla.w�no�wwaw�ua�l*r m.,m.W..wrlWo.IrwowuL+wr I.wwa+rynwarlW�ocw / SATHRE-BERGQUI$T INC- � ao�r wnw�Mr.ssul�vam. /- b JI I 1 �.,,I �v�.n. ranonni..0 wa..�rMIONN RONO.WEST BRANCH ROADESOTA ORTLIP alp vara ulr SLLT1 ROCK ENTRANCE NEFDA — S&T Fe4CE — POW MAOMO SLT FB 6pROLL -ROCK DITQI 0 -FIM croscRETE WA910UT C MLET PROTECTION EROSKIN W"eT .:v�� rwmo/amwo�ilnsn� i4rc nrli o�unilwssri�wai�nel r — DRIVEWAY PLAN ru la nn .wa•w�wertwnunnWvs .a..non �IlamTla.w�no�wwaw�ua�l*r m.,m.W..wrlWo.IrwowuL+wr I.wwa+rynwarlW�ocw / SATHRE-BERGQUI$T INC- � ao�r wnw�Mr.ssul�vam. /- b JI I 1 �.,,I �v�.n. ranonni..0 wa..�rMIONN RONO.WEST BRANCH ROADESOTA ORTLIP alp vara ulr SLLT1 From: Eric Truskoski eric.truskoski@gmail.com Subject: Re: West Branch Road Access Discussion Date: February 6, 2023 at 9:32 AM To: Ryan Ortlip ryan.ortlip@icloud.com Cc: Brigitte brig_eric@hotmail.com Hello Ryan, So sorry for the delayed response, it's been a crazy start to the year with a couple of family emergencies and some last minute travel. Thank you for your response. We're in agreement with the graded sloping option. Let us know if you need anything to take this forward with the city, happy to put it in writing or to attend a meeting with the city provided schedules align. Outside of the grading at the front of the drive and out of curiosity what do you end up having to do at the actual creek? For your sake I hope it's as simple as another large round pipe similar to what Dave already has and not something more involved. The same concerns we have with the graded portion at the front of the drive apply to the creek crossing solution as it pertains to restoration of the lawn in any disrupted areas. Hope Mom and the new baby are well, congratulations! Eric On Thu, Jan 5, 2023, 1:59 PM Ryan Ortlip <_ryan.ortlip@icloud.com> wrote: Hi Eric and Brigitte, Thank you, hope your family had a wonderful holiday as well and here is to a wonderful 2023, Happy New Year! Please see my responses in red below: • How far onto our property would the grading extend? no further than 10 feet. • How far onto our property will equipment need to operate when establishing the driveway? no further than 10', an errosion controll barrier (that black fabric with the stakes) will be set up where that red and yellow dashed line is on the grading model, that is where I imagine the equipment could go to perform the grading. • Will all damage or effects to our yard / grass be restored as part of this? Yes. Any area of grading or damage from equipment will be restored to its original state or a state you agree on if different than the original state, we can document this in writing, I can think of if you would want an evergreen visual barrier species like arbavitae planted in the wooded area rather than it returned to natural state. I am open to as long as it is reasonable if not returned to original state (not planting expensive full grown trees for example) • Who will maintain the graded portion and will the grade be shallow enough to allow ease of mowing? each property owner would remain responsible for their property. I am not seeking an easement or maintenance agreement. All of the grading appears to ease the grade with the exception being the slope of our driveway off of west branch, but most of that slope is on our property, only a few feet of the base would be on yours. Culvert under our driveway would be our responsibility to maintain clearance, ditches where drainage occurs next to our driveway would be our responsibility to maintain etc. • What is the specific plan for maintaining the existing drainage? I plan on installing the culvert under our driveway to drain the NE corner of your lot to our ditch and then to the wetland. I do not plan on grading anything past the 10' outlined on the plan. If grading is required to better direct the existing drainage to the culvert, I do not plan on performing that work, just maintain the existing grade and provide the culvert for any future grading changes that would be done on your property past the 10'. o Will the grading include pitching a small portion of our front yard to a catch basin / culvert / pipe which extends beneath the drive to the existing stream? No, re -grading past the 10' outlined in the plan to optamize drainage of your front yard is not in the scope of just installing the driveway. You of course could re -grade this yourselves to better direct the water to the culvert I would be installing as part of the scope of the driveway, which would open up the option to grade to optimize drainage, but I will not be grading your front yard to better direct the water to the culvert, just install the culvert to provide a drainage route. I do not know the topography of your front yard. is the low spot close to the edge or in the middle? we can discuss this and if some grading would be reasonable to optimize I may be open. • Will the existing stream be dredged / restored to allow free flow of surface water? the existing stream on your property will not be impacted; only the 25' of the stream on our property will be enclosed in a culvert. • Who will maintain the existing stream over time to ensure the free flow of surface water? the property owners for which the stream is on. • How is the stream addressed when it reaches the marsh? If you are referring to the stream that may result from draining the NE corner of your lot; water from your lot would travel under our driveway via culvert, to the ditch between our driveway and Bruce/David's, then flow down between the driveways to either a space between the culverts, or through a culvert that is part of a 4 way connection with manhole (unsure of what the engineers will decide) and then flow through the culvert into the wetland. If you are referring to the existing stream flowing out of the culvert on Bruce/Davids lot, this will just continue as it currently runs; only 25' would be enclosed in a culvert on our property. I will provide updated and more complete plans once received specifically the drainage ones (I need these anyway for the watershed permits) Happy to discuss on the phone to clarify anything not clear above. I asked the city how it goes if you sell, you could agree, but after you sell, I will need to work this out with whoever the new owner is. you could let them know once everything is in place what is going on, but it is their decision after close if they want to agree to it or not as they are the property owner then. I don't think there is any way for your agreement to transfer to the new owner, unless you had them sign off on it as part of your sale, but I wouldn't impose that on you and I am sure your realtor would advise against that being needed; the fewer contingencies needed the better. I doubt I will have the permits until the end of Spring. the wetland delineation confirmation by the state was delayed until spring anyway and cant be done until the growing season is underway. I am also requesting the classification of wetland be changed from a preserve to manage 1; reducing the buffer zone; would benefit your property as well. Thank you, Ryan Ortlip _ryan.ortlip@icloud.com (763) 228-0369 On Jan 5, 2023, at 12:15 PM, Eric Truskoski <eric.truskoski@gmail.com> wrote: Hello Ryan, Hope you and your family had a good Holiday and Best Wishes in the New Year! Thank you for allowing us to get through the holidays prior to responding, your patience is appreciated. Regarding your driveway, drainage of our front yard remains our primary concern, we will not support an option which does not include maintaining or improving the existing drainage. Brigitte and I are open to considering a graded option but need more information before we're comfortable supporting it, a handful of questions as follows. • How far onto our property would the grading extend? • How far onto our property will equipment need to operate when establishing the driveway? • Will all damage or effects to our yard / grass be restored as part of this? • Who will maintain the graded portion and will the grade be shallow enough to allow ease of mowing? • What is the specific plan for maintaining the existing drainage? o Will the grading include pitching a small portion of our front yard to a catch basin /culvert/ pipe which extends beneath the drive to the existing stream? • Will the existing stream be dredged / restored to allow free flow of surface water? • Who will maintain the existing stream over time to ensure the free flow of surface water? • How is the stream addressed when it reaches the marsh? What you'd sent previously shows us the route of the driveway however provides little detail regarding the drainage and how it will be addressed and maintained, as stated this is our primary concern. We are open to working with you on this and once we agree upon a plan will provide our consent for you to take to the city. I'm thinking the next step is a detailed plan from the engineer addressing the above which we can review and sign off on. We're open to discuss with you and/or the engineer if it'll help to move this forward. Something else to keep in mind is that we intend to list our property for sale sooner than later and in all likelihood prior to Spring and the work being completed. We're not sure how this affects the process and will review with our realtor. All of that said, we appreciate being involved in the process and support you as you work to establish a home for your family. Hope you're well. Thank you, Eric & Brigitte On Fri, Dec 16, 2022 at 9:27 AM Ryan Ortlip gyan.ortlip@icloud.com> wrote: Hello Eric and Brigitte! Please see the email chain with the city. I have a meeting tentatively scheduled Monday, 19Dec2022 @10:30 AM. You are welcome to attend, but the city has asked to have a decision going into the meeting on if you are agreeable to the grading or if not. It is completely your choice, grading (involving your property, would install the drainage culvert to provide another benefit to your property so it is not soggy in the spring after snow melt/after rains, if this is indeed still a concern) or retaining wall (not involving your property, but I wouldnt be able to do the drainage for this option as the retaining wall is more costly, to the tune of —20k more the engineer tells me), and I am happy to discuss further on the phone the options if you like; or if there are other options I may not be aware of. I want to adhere to your wishes, I know I am asking to infringe, even if temporarily. Please let me know your decision, I am not seeking any easement or anything like that that would be long term, just a one time consent to perform the work. Thank you, Ryan Ortlip ryan.ortlip@icloud.com (763)228-0369 Begin forwarded message: From: Laura Oakden <loakden@ci.orono.mn.us> Subject: RE: West Branch Road Access Discussion Date: December 16, 2022 at 8:36:03 AM CST To: 'Ryan Ortlip' <ryan.ortlip@icloud.com> Hi Ryan, Since this project could impact the neighboring property, it would be best for you to work directly with the neighbor before you meet with me. I would be good to know if the neighbor is going to be a joint applicant on the project or if they will give their consent for work to be done on their property or if they are not going to be involved and if that changes the scope and design of your project. Once you and the neighbor has discussed the scope of the project, I can then provide a review process for your project. Let me know if you need to push our meeting back to allow you to meet with the neighbor. Let me know how you plan to proceed. Thanks, Laura Oakden Community Development Director City of Orono Direct 952.249.4602 2750 Kelley Parkway, Orono, MN 55356 www.ci.orono.mn.us All Permitting is done through our new online portal LINK! From: Ryan Ortlip [mailto:ryan.ortlip@icloud.com] Sent: Wednesday, December 14, 2022 12:18 PM To: Laura Oakden <loakden@ci.orono.mn.us> Cc: Melanie Curtis <MCurtis@ci.orono.mn.us> Subject: Re: West Branch Road Access Discussion Hello Laura, Thank you, Can we do 10:30 AM on 1913ec? would there be anyone else who should attend? I was going to invite the neighbors to the north as they would potentially have grading impacts (or not if they don't, I can do a retaining wall) but so they could be involved in the discussion. Thank you!! RUN DATE: 06/13/2023 HENNEPIN COUNTY PROPERTY INFORMATION SYSTEM (PROPERTY OWNERS LIST) 38 06-117-23 33 0004 38 07-117-23 22 0005 RONALD B PETERSON J HATCHETT & J HATCHETT JR 4700 WEST BRANCH RD 840 NORTH SHORE DR W ORONO MN 55364 ORONO MN 55364 RONALD B PETERSON JUDY K HATCHETT 4700 WEST BRANCH RD JIMMIE E HATCHETT JR MOUND MN 55364 840 NORTH SHORE DR W ORONO MN 55364 MOUND MN 55364 38 06-117-23 33 0006 38 07-117-23 22 0007 P C KERR & S S SPRAY-KERR CITY OF ORONO 4680 WEST BRANCH RD 38 ADDRESS UNASSIGNED ORONO MN 55364 ORONO MN 00000 PAUL C KERR CITY OF ORONO 4680 WEST BRANCH RD P O BOX 66 MOUND MN 55364 CRYSTAL BAY MN 55323 38 06-117-23 33 0008 38 07-117-23 22 0008 LUKE C MILLER CITY OF ORONO 4640 WEST BRANCH RD 38 ADDRESS UNASSIGNED ORONO MN 55364 ORONO MN 00000 LUKE C MILLER CITY OF ORONO 4640 WEST BRANCH RD P O BOX 66 MOUND MN 55364 CRYSTAL BAY MN 55323 38 06-117-23 34 0001 38 07-117-23 22 0011 DONNA E HAGER RYAN M ORTLIP & KAYLA ORTLIP 4580 WEST BRANCH RD 4685 WEST BRANCH RD ORONO MN 55364 ORONO MN 55364 DONNA E HAGER RYAN MATTHEW ORTLIP 4580 W BRANCH ROAD 10405 BUNKINGHAM DRIVE MOUND MN 55364 EDEN PRAIRIE MN 55347 38 06-117-23 34 0004 38 07-117-23 22 0012 MICHAEL A/THERESA C EASTMAN K MCCLELLAN & V WIGDAHL 4520 WEST BRANCH RD 900 NORTH SHORE DR W ORONO MN 55364 ORONO MN 55364 MICHAEL A/THERESA C EASTMAN KATIE MCCLELLAN 4520 WEST BRANCH RD VINCENT WIGDAHL MOUND MN 55364 900 NORTH SHORE DR W ORONO MN 55364 MOUND MN 55364 38 06-117-23 34 0005 38 07-117-23 22 0013 G R JOHNSON & E A JOHNSON KATHLEEN POLLOCK 670 PINEHURST CT 950 NORTH SHORE DR W ORONO MN 55364 ORONO MN 55364 GEOFFREY R JOHNSON KATHLEEN POLLOCK ELIZABETH A JOHNSON 950 NORTH SHORE DR W 670 PINEHURST CT MOUND MN 55364 ORONO MN 55364 MOUND MN 55364 38 06-117-23 34 0008 38 07-117-23 22 0014 R C FORMELL & S I HAAS S J RUCE & I E SILBER 725 LAKEVIEW PKWY 4625 WEST BRANCH RD ORONO MN 55364 ORONO MN 55364 ROSS C FORMELL STEVEN RUCE & IRENE SILBER SUSANNE INGEBURG HAAS 4625 WEST BRANCH RD 725 LAKEVIEW PKWY MOUND MN 55364 MOUND MN 55364 MOUND MN 55364 38 07-117-23 210002 38 07-117-23 22 0015 M JOHNSON & S JOHNSON E R TRUSKOSKI & B K HAMBLIN 1015 WILDHURST TR 4665 WEST BRANCH RD ORONO MN 55364 ORONO MN 55364 MATTHEW JOHNSON ERIC R TRUSKOSKI SUSANNE JOHNSON BRIGETTE K HAMBLIN 1003 WILDHURST TR 4665 WEST BRANCH RD ORONO MN 55364 MOUND MN 55364 38 07-117-23 210014 38 07-117-23 22 0016 D S SANDEN& LAURA S SANDEN DAVID ALBERTSON 4505 WEST BRANCH RD 4701 WEST BRANCH RD ORONO MN 55364 ORONO MN 55364 LAURA SANDEN & DANIEL SANDEN DAVID ALBERTSON 4505 WEST BRANCH RD 4701 WEST BRANCH RD MOUND MN 55364 MOUND MN 55364 38 07-117-23 22 0004 38 07-117-23 22 0017 R A J REWERTS & M E SEHR B& V VAN SLOUN 820 NORTH SHORE DR W 4735 WEST BRANCH RD ORONO MN 55364 ORONO MN 55364 REX A REWERTS & M E SEHR BRUCE P & VIRVE L VAN SLOUN 820 NORTH SHORE DR W 12809 FOREST MEADOW DR MOUND MN 55364 MINNETONKA MN 55305 PAGE: 1 Hennepin County has developed electronic forms of certain property information databases. Hennepin County makes reasonable efforts to produce and publish the most current property information available. The viewer should understand, however, that Hennepin County makes no representation or warranties, either express or implied, or as to merchantability or fitness for a particular purpose regarding the accuracy and/or completeness of the information contained herein. Hennepin Hennepin County Locate & Notify Map Date: 6/13/2023 c Ell toy PSR Branch Rrl In 0 4 C 7 Lb Wildhuriet- i rt Buffer Size: 500 0 100 200 400 Feet Map Comments: 1 1 1 1 1 1 1 1 1 4685 West Branch Rd This data (i) is furnished 'AS IS' with no representation as to completeness or accuracy; (ii) is furnished with no warranty of any kind; and (iii) is notsuitable for legal, engineering or surveying purposes. Hennepin County shall not be liable for any damage, injury or loss resulting from this data. For more information, contact Hennepin County GIS Office 300 6th Street South, Minneapolis, MN 55487 /gis.info@hennepin.us Date Application Received: 07/16/2023 Date Application Considered as Complete: 07/20/2023 60 -Day Review Period Expires: 09/18/2023 To: Chair Bollis and Planning Commission Members Adam Edwards, City Administrator From: Natalie Nye, Planner Date: August 21, 2023 Subject: #LA23-000037, Gavin Tempero, 3260 Bohns Point Lane Variance for Average Lakeshore Setback - Public Hearing Application Summary: The applicant is requesting an average lakeshore setback variance for an addition to the home. Staff Recommendation: Planning Department Staff recommends approval. Background The applicant is requesting an average Lakeshore setback variance to construct a new screened in porch addition on top of an existing deck. The existing deck encroaches into the average lakeshore setback by approximately 5 feet. The existing deck meets all other setback requirements including the 75 -foot lake setback. The proposed screened in porch addition will maintain the 75 -foot lake setback and will not impact hardcover. The property currently meets the hardcover requirements with the hardcover at approximately 21% of the lot. Practical Difficulties Analysis Applicant Submittal Information: The applicant has identified the existing conditions of the property as a practical difficulty. The existing deck is partially within the average lakeshore setback and the applicant proposes to maintain that setback. The home is situated on the property in such a way that the screened in porch expansion would not impact the lake views of the neighboring property. Planning Staff Practical Difficulty Analysis: Staff agrees with the applicant's assessment. The average lakeshore setback for the property is determined by only one neighbor, 3265 Bohns Point Lane. Because there is only one neighboring property, the average lakeshore setback line is a flat setback of 70 feet, which is the neighbor's distance from the OHWL. Staff does not find that the expansion of the screened in porch on top of the existing deck will negatively impact lake views for the neighboring property due to orientation of the neighboring home and dense vegetative screening. LOT ANALYSIS WORKSHEET Section 78-330 & 78-1279 — Setbacks: LR -1B District Required Existing Proposed Rea r/Street 35' 91.8' 91.8' North Side 10' 67.9' 67.9 South Side 10' 25.9 25.9 Lakeshore 75' 75' 75' Average Lakeshore Approximately S' is within the ALS FILE #LA23-000037 August 21, 2023 Page 2 of 5 Section 78-330 — Lot Area/Width: LR -16 District Lot Area Lot Width Required 21,780 s.f. (1.0 acres) 140' Actual 52,209 s.f. (1.2 acre) 195' @ 75'/ 190' @ OHWL Section 78-1680 and 78-1700 — Hardcover Calculations: Stormwater Allowed Existing Proposed Overlay District Total Area Hardcover Hardcover Hardcover Tier 13,052.25 s.f. 11,102 s.f. 11,102 s.f. Tier 1 52,209 s.f. (25 %) (21.26%) (21.26%) Applicable Regulations: Average Lakeshore Setback Variance (Section 78-1279) The intent of the ordinance is to protect the lake views enjoyed by neighboring properties. Structures over 42 inches in height are prohibited in front of the average lakeshore setback line. A portion of the existing deck on the subject property is in front of the average Lakeshore setback line. Construction of a screened in porch on top of the existing deck's footprint is not permitted without a variance as the screened in porch creates a new vertical encroachment into the average lakeshore setback. The subject property has only one impacted neighbor and is oriented in a way that the existing deck and proposed expansion does not impact the lake views for said neighbor. The neighbor's views of the lake are protected and therefore the intent of the ordinance is met. Governing Regulation: Variance (Section 78-123) In reviewing applications for variance, the Planning Commission shall consider the effect of the proposed variance upon the health, safety and welfare of the community, existing and anticipated traffic conditions, light and air, danger of fire, risk to the public safety, and the effect on values of property in the surrounding area. The Planning Commission shall consider recommending approval for variances from the literal provisions of the Zoning Code in instances where their strict enforcement would cause practical difficulties because of circumstances unique to the individual property under consideration, and shall recommend approval only when it is demonstrated that such actions will be in keeping with the spirit and intent of the Orono Zoning Code. Economic considerations alone do not constitute practical difficulties. Practical difficulties also include but are not limited to inadequate access to direct sunlight for solar energy systems. Variances shall be granted for earth -sheltered construction as defined in Minn. Stat. §216C.06, subd. 14, when in harmony with this chapter. The board or the council may not permit as a variance any use that is not permitted under this chapter for property in the zone where the affected person's land is located. The board or council may permit as a variance the temporary use of a one -family dwelling as a two-family dwelling. According to MN §462.357 Subd. 6(2) variances shall only be permitted when: 1. The variance is in harmony with the general intent and purpose of the Ordinance. An average lakeshore setback variance is required for the construction of a screened in porch addition on top of the existing deck's footprint. Approximately 5 feet of the current deck is within the average lakeshore setback and therefore expansion would not be permitted. The intent of the ordinance is to preserve and protect lake views enjoyed from neighboring properties. The neighboring property to the south is not impacted by the existing deck or the proposed expansion. The requested screened in porch addition creates a new vertical encroachment in FILE #LA23-000037 August 21, 2023 Page 3 of 5 the average lakeshore setback, however does not create any further footprint expansion and all other setbacks including the 75 -foot lake setback are met. The hardcover on the subject property will remain the same and is in compliance with the ordinance. This criterion is met. 2. The variance is consistent with the comprehensive plan. The variance resulting in a screened in porch addition for a residential use is consistent with the comprehensive plan. There have been instances when the City has granted variances from average lakeshore setback when the proposal does not disrupt neighboring views of the lake and is not within the 75 -foot setback. The proposed addition is within the footprint of an existing deck and expansion is not likely to impact any lake views. This criterion is met. 3. The applicant establishes that there are practical difficulties. a. The property owner proposes to use the property in a reasonable manner not permitted by the official controls; The existing deck was constructed prior to the City's current regulations. The current deck is nonconforming with approximately 5 feet of the deck within the average lakeshore setback. The construction of a screened in porch addition on the existing deck footprint increases the use and enjoyment of the lake property and is a reasonable request. The proposal preserves the intent of the ordinance by not disrupting any neighboring lake views. This criterion is met. There are circumstances unique to the property not created by the landowner; The existing house and deck were not constructed by the current property owners. The applicant is requesting the average lakeshore setback variance to construct a new screened in porch addition on the existing deck footprint for better use and fit for the current family's needs; and c. The variance will not alter the essential character of the locality. The proposed variance resulting in a new addition on the lakeside of the home will not alter the character of the locality. The project will not enlarge the footprint or protrude closer to any setback. The screened in porch addition will be on top of the existing deck footprint. All other setbacks including the 75 -foot lakeshore setback and hardcover are met. This criterion is met. Additionally, City Code 78-123 provides additional parameters within which a variance may be granted as follows: 4. Economic considerations alone do not constitute practical difficulties. Economic considerations have not been a factor in the variance approval determination. 5. Practical difficulties also include but are not limited to inadequate access to direct sunlight for solar energy systems. Variances shall be granted for earth -sheltered construction as defined in Minn. Stat. § 216C.06, subd. 17, when in harmony with Orono City Code Chapter 78. This condition is not applicable. 6. The board or the council may not permit as a variance any use that is not permitted under Orono City Code Chapter 78 for property in the zone where the affected person's land is located. This condition is not applicable, as a residential home is a permitted use in the LR -1113 District. 7. The board or council may permit as a variance the temporary use of a one -family dwelling as a two-family dwelling. This condition is not applicable. FILE #LA23-000037 August 21, 2023 Page 4 of 5 The special conditions applying to the structure or land in question are peculiar to such property or immediately adjoining property. The existing nonconforming deck and the position of the property in relation to the neighboring homes is unique. The subject property has only one neighbor determining and impacted by the average lakeshore setback. The neighbor to the south is oriented away from the subject home and there is a dense vegetative screen between properties. The neighboring property will not have their lake view impacted by the proposed addition. This criterion is met. The conditions do not apply generally to other land or structures in the district in which the land is located. The request is specific to this property as it relates to an existing nonconforming deck. This criterion is met. 10. The granting of the application is necessary for the preservation and enjoyment of a substantial property right of the applicant. The proposed addition within an existing footprint preserves the property owner's right to enjoy the lakeyard. The minor expansion does not negatively impact the neighboring properties or their views of the lake. This criterion is met. 11. The granting of the proposed variance will not in any way impair health, safety, comfort or morals, or in any other respect be contrary to the intent of this chapter. Granting the requested variances will not adversely impact health, safety, comfort, or morals of the community. This criterion is met. 12. The granting of such variance will not merely serve as a convenience to the applicant, but is necessary to alleviate demonstrable difficulty. The variance allows for the construction of a screened in porch addition on the footprint of an existing deck that protrudes 5 feet into the average lakeshore setback. A variance is needed for the vertical expansion. The proposed addition will allow the current property owners to fully use and enjoy the current footprint. This criterion is met. The Commission may recommend or Council may impose conditions in granting of variances. Any conditions imposed must be directly related to and must bear a rough proportionality to the impact created by the variance. No variance shall be granted or changed beyond the use permitted in this chapter in the district where such land is located. Public Comments The applicant has provided an acknowledgement form from the neighboring property. No other public comments have been received. Issues for Consideration 1. Does the Planning Commission find that that the property owner proposes to use the property in a reasonable manner which is not permitted by an official control? 2. Does the Planning Commission find that the variance(s), if granted, will not alter the essential character of the neighborhood? 3. Does the Commission find it necessary to impose conditions in order to mitigate the impacts created by the granting of the requested variance(s)? 4. Are there any other issues or concerns with this application? FILE #LA23-000037 August 21, 2023 Page 5 of 5 Planning Staff Recommendation The proposed addition should not impact the views of the lake enjoyed by the neighboring property due to the position of the homes and existing vegetative screening. Staff recommends approval of the application as applied. List of Exhibits Exhibit A. Application Exhibit B. Practical Difficulties Form Exhibit C. Narrative Exhibit D. Survey Exhibit E. Plans Exhibit F. Hardcover Calculations Exhibit G. Mailing List & Map 7/26/23, 11:18 AM Permit Details I Citizenserve Land Use Application Summary Application Date: 07/16/2023 Address: 3260 Bohns Point LN Orono, MN 55391 Parcel Number: 0811723440008 Land Use Number: LA23-000037 Application Submitted By: Property Owner Owner: Name: GAVIN K TEMPERO Address: TRISHA L TEMPERO 3260 BOHNS PT LA Name: Gavin Tempero Applicant: Company: Address: 3260 Bohns Point Lane Orono, MN 55391 gavin.tempero@gmail.com Contact Information: Associated Contact: Trisha Tempero trisha.tempero@gmall.com Associated Contact: Associated Contact: Associated Contact: Project Description: Screened In Porch Over Existing Deck Land Use Application Type: Amendmend Application Appeal of Admin Decision Concept Application Conditional Use Permit Site Plan Application Subdivision Application Subdivision Exception Vacation Application Variance Application Applicant Signature: https://www4.citizenserve.com/Admin/PerrnitController?Action=DisplayPermitDetaiI&SelectedTab=Permits&Permit_ID=12072493&WorkOrder_ID=873... 1 /1 7/26/23, 11:19 AM Permit Details I Citizenserve PRACTICAL DIFFICULTIES DOCUMENTATION FORM LA23-000037 1. The property owner proposes to use the property in a reasonable manner not permitted by the Zoning Chapter. Response: Yes - reasonable manner 2. The plight of the landowner is due to circumstances unique to his property not created by the landowner. Response: Yes - The deck was constructed when the house was built without variances for Average Lakeshore Setback. We are keeping the deck the same just adding screens and a roof. 3. The variance, if granted, will not alter the essential character of the locality. Response: Yes - will match the rest of the house. The plan is to have it look like it was always there. 4. Economic considerations alone do not constitute practical difficulties if reasonable use for the property exists under the terms of the Zoning Chapter. Response: N/A 5. Practical difficulties include, but are not limited to, inadequate access to direct sunlight for solar energy systems. Variances shall be granted for earth -sheltered construction as defined in Minnesota Statutes, Section 1163.06, Subd. 2, when in harmony with this Chapter. Response: Just building over existing deck 6. The Board of Appeals and Adjustments or the Council may not permit as a variance any use that is not allowed under this Chapter for property in the zone where the affected person's land is located. Response: N/A 7. The Board or Council may permit as a variance the temporary use of a one -family dwelling as a two-family dwelling. Response: N/A 8. The special conditions applying to the structure or land in question are peculiar to such property or immediately adjoining property. Response: N/A 9. The conditions do not apply generally to other land or structures in the district in which said land is located. Response: Adjacent property (only on one side) will not be negatively impacted - only possibility is less visibility of Wayzata Marina https://www4.citizenserve.com/Admin/PerrnitController?Action=DisplayPermitDetaiI&SelectedTab=Permits&Permit_ID=12072493&WorkOrder_ID=873... 1/2 7/26/23, 11:19 AM Permit Details I Citizenserve 10. The granting of the application is necessary for the preservation and enjoyment of a substantial property right of the applicant. Response: Yes 11. The granting of the proposed variance will not in any way impair health, safety, comfort, morals, or in any other respect be contrary to the intent of the Zoning Code. Response: Yes 12. The granting of such variance will not merely serve as a convenience to the applicant but is necessary to alleviate demonstrable difficulty. Response: Yes https://www4.citizenserve.com/Admin/PermitControlIer?Action=DisplayPerm itDetaiI&SelectedTab=Permits&Perm it_I D=12072493&WorkOrder_I D=873... 2/2 We would like to make our deck a screened in porch, while keeping the existing deck, railing, and stone columns intact. The footprint of the deck will remain the exact same and the new roof will be an extension of the peak that is already there. We have had an engineer confirm that the existing columns and footings of the current deck are enough to support the extension of the roof and the screens, however we will need to add a couple of additional treated beams underneath the deck for additional support. N- hj. ., ifs -,.&3i x as ui �' 1� ROOF PLAN Al SUAEE 1/4" - IA" I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I arra a duly Licensed Profes ' al Engineer under e s of the State of Minnesota. Jared K. Larson Date J !+ -Z Reg. No. 15$47 �Xt�C'• 5J2l`GA1 T T. IAAF lA \) K CANT 1 V5v r - SOUTH ELEVATION W/ MATERIALS SCALE: 3/16" = 1'-0" ATAr•4 LM- Is Ib VUAL - VAt>�tGV tZonF T�. .01 C�opu6a o _tTI C4DL.. w/ BMs LC -1F-5 ¢ Ar 6ur,5iPE t„ # VELI. .. Poor! T COL. Tb r -LW .J Ngo NO .M► -,-5 _V-6vf' Alt TO TWW5P &X& caL . m nl opo ry LU d w w L V) Q a a a Q � a W J U = CJS Vi City of Orono Hardcover Calculation Worksheet y � Property Address: FSHOaPrepared by: GAVMdfAcG dIfrfoCIfTCT iA.,c, Date: Stormwater Quality Overlay District Tier: (Circle one) ier Tier 2 Tier 3 Tier 4 Tier 5 Step 1: EXIST�en In the followinms of existing hardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this form). Use as many lines as necessary to accurately depict existing hardcover status of the property. For Tier 1 properties, identify any features by letter which are split at the 75' setback line and calculate hardcover sauare footage senaratPty for aar•h nf%rfie%n Key to Survey Hardcover Item (Describe) Length x Width Total (Square Feet Exam to (Garage) (24'x 30' 720 S.F.) A dceJF BF o aP yeze S.F. C ol/� GO S.F. D S.F. E I S.F. F jTELi 5 S.F. G S.F. H 0 7 c G �.(G S.F. S.F. t � S.F. K S.F. L J O F FC S.F. S.F. M S.F. N rii 44444. S.F. O S.F. P A -Q LA.44-L o S.F. Q S.F. R S.F. S S.F. T TS.F. S.F. V S.F. W S.F. X S.F Y . S.F. Z S.F. 1 Total EAsting Hardcover // S.F. Excludable Hardcover (See City Code Sec 78-1684): Ao'F S.F. `° �'-0 S.F. PO S.F. S.F. S.F. 2 Total Excludable Hardcover S.F. 3 Net Existing Hardcover Subtract line 2 from line 1 /O S.F. 4 Total Lot Area 09 S.F. Proposed Hardcover Percentage [(3)_(4)12.4.26' o /o (rroposeo Hardcover next page) This is an information packet regarding Hardcover. Every effort has been made to insure the accuracy of the information contained herein; however, if any information is not consistent with provisions of the City Code, the Code provisions will prevail. Page 8 of 9 PC Exhibit G We are aware of the construction plans of 3260 Bohns Point Lane and the addition of a screened in porch, We are in agreement with the owners of 3260 Bohns Point Lane that this will be a wonderful addition to the property and are in complete support of the construction. Thank you, 4r. Kennethempe q/J Owner of 3265 Bohns Point Lane t% Jeanne Tempero Owner of Bohns Point Lane RUN DATE: 07/17/2023 HENNEPIN COUNTY PROPERTY INFORMATION SYSTEM (PROPERTY OWNERS LIST) PAGE: 1 38 08-117-23 410003 38 08-117-23 410020 38 08-117-23 44 0011 ROBERT G & JANET L LABATT STATE OF MINNESOTA GREGORY H PERRILL ET AL 3202 NORTH SHORE DR 3342 NORTH SHORE DR 38 ADDRESS UNASSIGNED ORONO MN 55391 ORONO MN 55391 ORONO MN 00000 ROBERT & JANET LABATT DNR REAL ESTATE MGMT JENNIFER M PERRILL 3202 NORTH SHORE DR ATTN DEBBIE GURTIN GREGORY H PERRILL WAYZATA MN 55391 500 LAFAYETTE RD 3220 BOHNS POINTE LANE ST PAUL MN 55155 WAYZATA MN 55391 38 08-117-23 410004 38 08-117-23 410021 38 08-117-23 44 0019 RLA FAMILY L P MAXWELL BAY PROPERTIES LLC METRO WASTE CONTROL COMM 3224 NORTH SHORE DR 3324 NORTH SHORE DR 3270 NORTH SHORE DR ORONO MN 55391 ORONO MN 55391 ORONO MN 55391 RLA FAMILY L P MAXWELL BAY PROPERTIES LLC METROPOLITAN COUNCIL ATTN RICHARD A ANDERSON 3324 NORTH SHORE DR ATTN ENVIRONMENTAL SERVICES 3222 NORTH SHORE DR WAYZATA MN 55391 390 ROBERT ST N WAYZATA MN 55391 ST PAUL MN 55101 38 08-117-23 410005 38 08-117-23 410024 38 08-117-23 44 0020 RLA FAMILY L P RANDY L GORT & JERI L GORT IRIS LYNN WAADE 3240 NORTH SHORE DR 3286 NORTH SHORE DR 3290 NORTH SHORE DR ORONO MN 55391 ORONO MN 55391 ORONO MN 55391 RLA FAMILY L P RANDY L GORT & JERI L GORT IRIS LYNN WAADE ATTN RICHARD A ANDERSON 3286 NORTH SHORE DR P O BOX 147 3222 NORTH SHORE DR WAYZATA MN 55391 CRYSTAL BAY MN 55323 WAYZATA MN 55391 38 08-117-23 410006 38 08-117-23 44 0001 38 08-117-23 44 0021 RLA FAMILY L P JENNIFER MARIE PERRILL RANDY L GORT & JERI L GORT 3250 NORTH SHORE DR 3264 NORTH SHORE DR 38 ADDRESS UNASSIGNED ORONO MN 55391 ORONO MN 55391 ORONO MN 00000 RLA FAMILY L P JENNIFER MARIE PERRILL RANDY L GORT & JERI L GORT ATTN RICHARD A ANDERSON 3264 NORTH SHORE DR 3286 NORTH SHORE DR 3222 NORTH SHORE DR WAYZATA MN 55391 WAYZATA MN 55391 WAYZATA MN 55391 38 08-117-23 410007 38 08-117-23 44 0005 38 08-117-23 44 0022 TRAVIS & ERIN ANDERSON MAXWELL BAY PROPERTIES LLC RANDY L GORT & JERI L GORT 3260 NORTH SHORE DR 3300 NORTH SHORE DR 38 ADDRESS UNASSIGNED ORONO MN 55391 ORONO MN 55391 ORONO MN 00000 TRAVIS & ERIN ANDERSON MAXWELL BAY PROPERTIES LLC RANDY L GORT & JERI L GORT 3260 NORTH SHORE DRIVE 3324 NORTH SHORE DR 3286 NORTH SHORE DR WAYZATA MN 55391 WAYZATA MN 55391 WAYZATA MN 55391 38 08-117-23 410008 38 08-117-23 44 0006 38 08-117-23 44 0025 DAVID C JAQUA & P S JAQUA GREGORY HUGH PERRILL TODD A MOITZ REVOCABLE TRUST 3262 NORTH SHORE DR 3220 BOHNS POINT LA 1535 BOHNS POINT RD ORONO MN 55391 ORONO MN 55391 ORONO MN 55391 DAVID C JAQUA GREGORY HUGH PERRILL TODD A MOITZ REVOCABLE TRUST PATRICIA S JAQUA 3220 BOHNS POINT LA 1535 BOHNS POINT ROAD 3262 NORTH SHORE DR WAYZATA MN 55391 WAYZATA MN 55391 WAYZATA MN 55391 38 08-117-23 410009 38 08-117-23 44 0007 38 08-117-23 44 0026 R A ANDERSON PROPERTIES LLC D J CONDON & D M CONDON MAP HOLDINGS LLC 3268 NORTH SHORE DR 3230 BOHNS POINT LA 1565 BOHNS POINT RD ORONO MN 55391 ORONO MN 55391 ORONO MN 55391 R A ANDERSON PROPERTIES LLC DAVID J CONDON MAP HOLDINGS LLC 3222 NORTH SHORE DR DAWN M CONDON 1595 BOHNS POINT RD WAYZATA MN 55391 3230 BOHNS POINT LA WAYZATA MN 55391 WAYZATA MN 55391 38 08-117-23 410012 38 08-117-23 44 0008 38 09-117-23 33 0003 MAXWELL BAY PROPERTIES LLC GK & TL TEMPERO REV TRUST MAURICE J WEGENER TRUSTEE 3324 NORTH SHORE DR 3260 BOHNS POINT LA 1420 BOHNS POINT RD ORONO MN 55391 ORONO MN 55391 ORONO MN 55391 MAXWELL BAY PROPERTIES LLC GAVIN K TEMPERO MAURICE J WAGENER 3324 NORTH SHORE DR TRISHA L TEMPERO 1420 BOHNS POINT RD WAYZATA MN 55391 3260 BOHNS PT LA WAYZATA MN 55391 WAYZATA MN 55391 38 08-117-23 410013 38 08-117-23 44 0009 38 09-117-23 33 0004 STATE OF MN K F TEMPERO ET AL REV TRUST HOWARD R ALTON III 3332 NORTH SHORE DR 3265 BOHNS POINT LA 1480 BOHNS POINT RD ORONO MN 55391 ORONO MN 55391 ORONO MN 55391 DNR - REAL ESTATE MGT KENNETH F TEMPERO HOWARD R ALTON III ATTN TAX SPECIALIST JEANNE S TEMPERO 1480 BOHNS POINT RD 500 LAFAYETTE RD 3265 BOHNS POINT LA WAYZATA MN 55391 ST PAUL MN 55155 WAYZATA MN 55391 38 08-117-23 410014 38 08-117-23 44 0010 38 09-117-23 33 0005 STATE OF MINNESOTA VIRGINIA E SWEATT REV TRUST DAVID M LEAVENWORTH 3350 NORTH SHORE DR 3225 BOHNS POINT LA 1500 BOHNS POINT RD ORONO MN 55391 ORONO MN 55391 ORONO MN 55391 DNR REAL ESTATE MGMT FIRST TRUST COMPANY LLC DAVID M LEAVENWORTH ATTN DEBBIE GURTIN 250 MARQUETTE AVENUE 1500 BOHNS POINT RD 500 LAFAYETTE RD SUITE 520 WAYZATA MN 55391 ST PAUL MN 55155 MINNEAPOLIS MN 55401 RUN DATE: 07/17/2023 HENNEPIN COUNTY PROPERTY INFORMATION SYSTEM (PROPERTY OWNERS LIST) PAGE: 2 38 09-117-23 33 0015 H B COBURN & RANDI H MORITZ 1406 BOHNS POINT RD ORONO MN 55391 HUTCHINS B COBURN RANDI HOLLYN MORITZ 1406 BOHNS POINT RD WAYZATA MN 55391 Hennepin County has developed electronic forms of certain property information databases. Hennepin County makes reasonable efforts to produce and publish the most current property information available. The viewer should understand, however, that Hennepin County makes no representation or warranties, either express or implied, or as to merchantability or fitness for a particular purpose regarding the accuracy and/or completeness of the information contained herein. Hennepin County Locate & Notify Map Date: 7/17/2023 pr .2 14'J 3P14 fry 3296 3224 3240 3250 %6 t . - 2H th S a pr �n21 406 f ;? 7Q ■ 3220 3230 0 1� 3260 �13�ti1ti�'' 3265 CU 3225 , 1504 1 1524 1 1540 I .59' Buffer Size: 500 0 50 100 200 Feet Map Comments: 1 1 1 1 1 1 1 1 1 3260 Bohns Point La This data (i) is furnished 'AS IS' with no representation as to completeness or accuracy; (ii) is furnished with no warranty of any kind; and (iii) is notsuitable for legal, engineering or surveying purposes. Hennepin County shall not be liable for any damage, injury or loss resulting from this data. For more information, contact Hennepin County GIS Office 300 6th Street South, Minneapolis, MN 55487 /gis.info@hennepin.us Date Application Received: 07/17/2023 Date Application Considered as Complete: 07/17/2023 60 -Day Review Period Expires: 09/15/2023 To: Chair Bollis and Planning Commission Members Adam Edwards, City Administrator From: Melanie Curtis, Planner MCC Date: 21 August 2023 Subject: #LA23-000038, Jack Evans JOAT Inc., o/b/o John "Jack" Weist, 1920 Concordia St, Variance Public Hearing Application Summary: The applicant is requesting a front yard setback variance to construct an 8'x 8' front stoop deck. Staff Recommendation: Planning Department Staff recommends approval. Background The property owner constructed the home at 1920 Concordia Street in approximately 1972. The home was built at the 30 -foot front yard setback leaving little room for more than a minimal stoop. The applicant is proposing to remove the existing minimal concrete stoop and replace it with an 8'x 8' deck. The intent is to create a small outdoor space for the property owner to place chairs and to provide a larger landing to support the future -planned accessible ramp. Practical Difficulties Analysis Applicant Submittal Information: The applicant has provided supporting documentation regarding Practical Difficulties attached as Exhibit B, and should be asked for additional testimony regarding the application. Planning Staff Practical Difficulty Analysis: Regarding practical difficulty, Staff finds the location of the existing home at the building setback line creates difficulties for supporting anything larger than the building -code required minimal 4'x 3' entry stoop. LOT ANALYSIS WORKSHEET Section 78-350 — Setbacks: LR -1C Required Existing Proposed Front/Street 30' 30' house 22' deck Rear 30' ±25' No change North Side 10' ±50' ±48' South Side 10' ±80' ±80' Section 78-350 — Lot Area/Width: LR -1C Lot Area Lot Width Required 21,780 s.f. (0.5 acres) 100' Actual 14,485 s.f. (0.33 acre) 128' FILE #LA23-000038 21 Aug 2023 Page 2 of 4 Section 78-1403 — Structural Buildine Cove Total Lot Area Total Structural Coverage 14,485 s.f. (0.33 acre) Allowed: 2,897 s.f. (20%) Existing: 1,612 s.f. (11%%) Proposed: 1,612 s.f. (11%) Section 78-1680 and 78-1700 — Hardcover Calculations: Stormwater Total Area in Allowed Existing Proposed Overlay District Zone Hardcover Hardcover Hardcover Tier 4,345 s.f. 2,577 s.f. 2,626 s.f. Tier 2 14,485 s.f. (30%) (17.7%) (18.1%) Applicable Regulations: Front Yard Setback Variance (Section 78-350 The home was constructed at the required 30 -foot building setback leaving no room for more than the minimal required stoop of 3'x4' within the setback. The landing for the existing minimal stoop is situated at approximately 27 feet from the front property line; the proposed stoop will be 22 feet from the front lot line. It is possible that, in the near future, the property owner will require accessibility accommodations including a ramp to access the home through the front door the proposed front deck would be permitted. However, as the applicant is not proposing the accessible ramp at this time the deck requires a setback variance. Governing Regulation: Variance (Section 78-123) In reviewing applications for variance, the Planning Commission shall consider the effect of the proposed variance upon the health, safety and welfare of the community, existing and anticipated traffic conditions, light and air, danger of fire, risk to the public safety, and the effect on values of property in the surrounding area. The Planning Commission shall consider recommending approval for variances from the literal provisions of the Zoning Code in instances where their strict enforcement would cause practical difficulties because of circumstances unique to the individual property under consideration, and shall recommend approval only when it is demonstrated that such actions will be in keeping with the spirit and intent of the Orono Zoning Code. Economic considerations alone do not constitute practical difficulties. Practical difficulties also include but are not limited to inadequate access to direct sunlight for solar energy systems. Variances shall be granted for earth -sheltered construction as defined in Minn. Stat. §216C.06, subd. 14, when in harmony with this chapter. The board or the council may not permit as a variance any use that is not permitted under this chapter for property in the zone where the affected person's land is located. The board or council may permit as a variance the temporary use of a one -family dwelling as a two-family dwelling. According to MN §462.357 Subd. 6(2) variances shall only be permitted when: 1. The variance is in harmony with the general intent and purpose of the Ordinance. The variance to construct an 8'x 8' entry deck in place of a minimal stoop within the setback is in harmony with the purpose of the Ordinance. FILE #LA23-000038 21 Aug 2023 Page 3 of 4 2. The variance is consistent with the comprehensive plan. The variance to permit a reasonable front entry stoop to encroach into the front yard setback is consistent with the comprehensive plan. 3. The applicant establishes that there are practical difficulties. The property owner proposes to use the property in a reasonable manner not permitted by the official controls; the owner's request is reasonable and the minimum necessary to access the home considering their need for accessible accommodations in the future; b. There are circumstances unique to the property not created by the landowner; although the owner built the home, it was constructed prior to our current building setback requirements; and c. The variance will not alter the essential character of the locality. The proposed 8'x 8' deck/stoop will not alter the character of the neighborhood. Additionally City Code 78-123 provides additional parameters within which a variance may be granted as follows: 4. Economic considerations alone do not constitute practical difficulties. Economic considerations have not been a factor in the variance approval determination. 5. Practical difficulties also include but are not limited to inadequate access to direct sunlight for solar energy systems. Variances shall be granted for earth -sheltered construction as defined in Minn. Stat. § 216C.06, subd. 17, when in harmony with Orono City Code Chapter 78. This condition is not applicable. 6. The board or the council may not permit as a variance any use that is not permitted under Orono City Code Chapter 78 for property in the zone where the affected person's land is located. This condition is not applicable, as residential accessory improvements are allowed uses in the LR -1C District. 7. The board or council may permit as a variance the temporary use of a one -family dwelling as a two-family dwelling. This condition is not applicable. 8. The special conditions applying to the structure or land in question are peculiar to such property or immediately adjoining property. The home was constructed in or about 1972. It is an existing condition on a non -conforming sized lot as it is constructed right up to the minimum 30 -foot setback line allowing for only a minimal stoop. This condition is peculiar to the subject property. 9. The conditions do not apply generally to other land or structures in the district in which the land is located. Many of the original cabins and homes in this neighborhood have been reconstructed. The existing original home on the subject property is a unique condition. 10. The granting of the application is necessary for the preservation and enjoyment of a substantial property right of the applicant. The proposed 8'x 8' deck is necessary as it preserves the owner's right of use and enjoyment of the property. 11. The granting of the proposed variance will not in any way impair health, safety, comfort or morals, or in any other respect be contrary to the intent of this chapter. The variance will not impair health, safety, comfort or morals and will not be contrary to the zoning chapter. 12. The granting of such variance will not merely serve as a convenience to the applicant, but is necessary to alleviate demonstrable difficulty. The variance requested is necessary as the home is constructed at the building setback line. The applicant has indicated that the proposed deck will be appropriately sized to accommodate the necessary access ramp and will not merely serve as a convenience to the owner. The Commission may recommend or Council may impose conditions in granting of variances. Any FILE #LA23-000038 21 Aug 2023 Page 4 of 4 conditions imposed must be directly related to and must bear a rough proportionality to the impact created by the variance. No variance shall be granted or changed beyond the use permitted in this chapter in the district where such land is located. Public Comments Public comments have been received and are attached as Exhibit H. Issues for Consideration 1. Does the Planning Commission find that that the property owner proposes to use the property in a reasonable manner which is not permitted by an official control? 2. Does the Planning Commission find that the variance(s), if granted, will not alter the essential character of the neighborhood? 3. Does the Commission find it necessary to impose conditions in order to mitigate the impacts created by the granting of the requested variance(s)? 4. Are there any other issues or concerns with this application? Planning Staff Recommendation Planning Staff recommends approval of the front yard setback variance as applied. List of Exhibits Exhibit A. Application Exhibit B. Practical Difficulties Documentation Form Exhibit C. Survey Exhibit D. Proposed Site Plan - Annotated Exhibit E. Proposed Plans Exhibit F. Submitted Hardcover Calculations Exhibit G. Photos Exhibit H. Neighbor Comments Exhibit 1. Property Owners List Exhibit J. Plat Map 8/11/23, 9:49 AM Permit Details I Citizenserve Land Use Application Summary Application Date: 07/17/2023 Address: 1920 Concordia Street Orono, MN 55391 Parcel Number: 1711723230006 Land Use Number: LA23-000038 Application Submitted By: Agent on behalf of property owner Owner: Name: JOHN E WEIST Address: 1920 CONCORDIA ST ORONO MN 55391-9320 Name: Jack Evans Applicant: Company: JOAT LLC Address: 3233 Tuxedo Blvd Mound, MN 55364 jackevans@mchsi.com Contact Information: Associated Contact: STEVEN EISCHENS rockyshandyman@gmail.com Associated Contact: Associated Contact: Associated Contact: Project Description: Replace 5'x5' concrete entry stoop with an 8'x8' wood framed stoop Land Use Application Type: Amendmend Application Appeal of Admin Decision Concept Application Conditional Use Permit Site Plan Application Subdivision Application Subdivision Exception Vacation Application Variance Application Applicant Signature: OA https://www4.citizenserve.com/Admin/PerrnitController?Action=DisplayPermitDetaiI&SelectedTab=Permits&Permit_ID=12073053&WorkOrder_ID=873... 1 /1 8/11/23, 10:29 AM Permit List I Citizenserve PRACTICAL DIFFICULTIES DOCUMENTATION FORM LA23-000038 1. The property owner proposes to use the property in a reasonable manner not permitted by the Zoning Chapter. Response: N/A 2. The plight of the landowner is due to circumstances unique to his property not created by the landowner. Response: N/A 3. The variance, if granted, will not alter the essential character of the locality. Response: The proposed stoop is not an unusual structure any home and should not alter the character of the area. 4. Economic considerations alone do not constitute practical difficulties if reasonable use for the property exists under the terms of the Zoning Chapter. Response: N/A 5. Practical difficulties include, but are not limited to, inadequate access to direct sunlight for solar energy systems. Variances shall be granted for earth -sheltered construction as defined in Minnesota Statutes, Section 1163.06, Subd. 2, when in harmony with this Chapter. Response: N/A 6. The Board of Appeals and Adjustments or the Council may not permit as a variance any use that is not allowed under this Chapter for property in the zone where the affected person's land is located. Response: N/A 7. The Board or Council may permit as a variance the temporary use of a one -family dwelling as a two-family dwelling. Response: N/A 8. The special conditions applying to the structure or land in question are peculiar to such property or immediately adjoining property. Response: N/A 9. The conditions do not apply generally to other land or structures in the district in which said land is located. Response: N/A https://www4.citizenserve.com/Admin/PerrnitController?Action=ListPermits&WorkOrder_ID=87346575&ciDisplay=null&getPrint=true&skipLoading=true 1/2 8/11/23, 10:29 AM Permit List I Citizenserve 10. The granting of the application is necessary for the preservation and enjoyment of a substantial property right of the applicant. Response: The property owner is so much looking forward to having and enjoying the proposed 8'x8' wooden stoop with possible placement of flowerpot and other common front of home enhancements. 11. The granting of the proposed variance will not in any way impair health, safety, comfort, morals, or in any other respect be contrary to the intent of the Zoning Code. Response: As for health, safety, comfort and morals, these should all be at an increase with respect to granting the variance. 12. The granting of such variance will not merely serve as a convenience to the applicant but is necessary to alleviate demonstrable difficulty. Response: At this time there is not a demonstratable difficulty other then the fact that the original stoop is deteriorated and in need of an upgrade. However there may be a need as the property owner may be less mobile as his age increases. With this thought there may come a time that accessibility to the home will need to be addressed to allow for ADA type improvements. https://www4.citizenserve.com/Admin/PerrnitController?Action=ListPermits&WorkOrder_ID=87346575&ciDisplay=null&getPrint=true&skipLoading=true 2/2 Plat of Survey for Samuel R. Harvey, Builder in Lots 15 and 25, Fagerness Hennepin County, Minnesota i VAC4 rEo o GdE"BB sTREETo � N /V Certificate of survey: I hereby certify that this is a true and correct representa- tion of a survev of the boundaries of that part of dots 15 and 2.5, Fagerness, described as follows: Beginning; at Southeast corner of said Lot 15; thence Northerly to Northeast corner of said Lot 15; thence Westerly to Northwest corner of said Lot 15; thence Southwesterly along the Northwesterl,v 11ne of said ;gots 15 and 25 to a noint distant 49.42 feet Southwesterly from most Northerly corner of said Lot 25; thence Easterly to a paint on East line of said Lot 25 distant 69 feet Southerly from the most Northerly corner of said Lot 25; thence Southeasterly to a point on South line of said Lot 15 distant 34.5 feet Easterly from South- west corner of said Lot 15; thence Easterly to point of bepi.nnirg. It does not ;purport to show improvemnts or encroachments. oot Scale: l" = 4C' Gordon A. Coffin Reg. 6064 Date : 11-27-72 Land Surveyor and Planner 0 • Iron marker Long Lake, Minnesota 14 do 5/4/23,7:12 AM Date: 5/04/2023 - 7:12 AM Design ID: 328257561580 Estimated Price: $847.62 *Today's estimated price. Future pricing may go up or down. Tai, labor, and delivery not included. L1- Framing Posts aboutNank Design&Buv- DECK Ll - Posts and Footings Dimensions displayed are from center of post to center of post. Label Post Size A 4 x 4 For other design systems search "Design & Buy" on Menards.com about:blank Count 2 5/14 5/4/23, 7:12 AM Date: 5/04/2023 - 7:12 AM about:blank Design ID: 328257561580 Estimated Price: $847.62 *Today's estimated price. Future pricing may go up or down. Tax, labor, and delivery not included. L1- Beams Dt-,--:sign&Buv- DECK 2 boards nailed together h 2 ply L1 - Lumber: 2 ply - 2 x 8 CedarTone Label Length Count A 81 011 1 For other design systems search "Design & Buy" on Menards.com about:blank 6/14 4 0 13 5/4/23, 7:12 AM ab mt:blank Date: 5/04/2023 - 7:12 AM Design ID: 328257561580 Estimated Price: $847.62 "Today's estimated price. Future pricing may go up or down. Tux, labor, and delivery not included. Lumber: 2 x 8 CedarTone Joist Spacing: 16" on center Label Length A 81 011 B 71 911 C 71911 D 71 911 L1 - Joints D Dr De &lFt DECK Count 2 1 1 5 Usage Rim Joist Rim Joist Ledger Joist Internal Joist For other design systems search "Design & Buy" on Menards.com about:blank 7/14 9 v to 0 4 h 5/4/23, 7:12 AM aboutblank Date: 5/04/2023 - 7:12 AM Design ID: 328257561580 Estimated Price: $847.62 *Today's estimated price. Future pricing may go up or down. Tax, labor, and delivery not included. leftW900ft Dcz -LI & Buy- DECr\ L1 - Deck Boards and Treads 4 Lengths displayed are provided as general guide. The deck board lengths and/, )r quantities may need to be adjusted based on framing or the deck board splice pattern you prefer. Please confirm deck board lengths e>timated and quantities prior to the start of your project. Deck Board Tread Length Count 81011 18 Length Count S1 3.0.1 2 For other design systems search "Design & Buy" on Menards.com about:blank 8/14 UI 5/4/23,7:12 AM atout:blank Date: 5/04/2023 - 7:12 AM Design ID: 328257561580 Estimated Price: $847.62 *Today's estimated price. Future pricing may go up or down. Tax, labor, and delivery not included. L1 - Stair Framing S 1 - Box Framing Description: 2 x 6 Board Lengths Label A B C Description: 2 x 8 Board Lengths Label A D E DECK Length Count 21911 2 111011 2 1' 7" 3 Length Count 2' 9" 2 11" 2 811 3 L.b.Frother design systems search "Design & Buy" on Menards.com ut:blank 9/14 R N v U K (D (D 0 M r- 0 > 0 6, (n CD 0- -0 (D x w-0 l< (D 0 (D CL 0 0- 0 70 d- ui 0 -I 0 Z3 0 Z M CSI (D N) 0 0 0 n Q W N) N.) w 0 0 0') CD (D 0 0 0 0 C) 3 > Cf) (DV 0Z (D co m Q n (D ;0 0 z o Q0 tj C) 0 z n o z m o m 7 m 0 0 f, F- 0 cn w CSU m 0 (D CSt C z 0 Im CL (D cn M (D (D N) 0 (n CD 0- > 0 0- 0 70 d- ui 0 -I 0 Z3 0 Z M CSI (D N) 0 0 0 n Q W N) N.) w 0 0 0') CD (D 0 0 0 0 Im City of Oronc Hardcover Calculcation Worksheet Property Address: Prepared by: �r;17 Zr ' Date: Lj Stormwater Quality Overlay District Tier: (Circle one) Tier 1 ,'Tier 2 Tier 3 Tier 4 Tier 5 Step 2: PROPOSED HARDCOVER In the following table, identify all items of proposed hardcovoIr on the property, keyed by letter to site plan or survey (must accompany this form). Include all existing hardcover items that are intended to remain, as well as all proposed hardcover items that will be added. U ;>e as many lines as necessary to accurately depict proposed hardcover status of the property. For Tier 1 properties, identify any features by letter which are within the 75 -foot setback or split at the 75' setback line and calculate hardcover square footage separately for each portion. Key to Hardcover Item (Describe) Length x Width Survey(Square Total Feet (Example) (Garage) (24'x 30' 72.0 S.F. A a S.F. C T - S.F. D S.F. E S.F. F S.F. G S.F. H S.F. l S.F. S.F. K S.F. L S.F. M S.F. N S.F. o S.F. P S. F. Q S.F. R S.F. S S.F. T S.F. U S.F. V S.F. W S.F. X S.F. Y S.F. z S.F. 1 Total Proposed Hardcover ', ; S.F. Excludable Hardcover See City Code Sec 78-1684): - S.F. S.F. S.F. S.F. S.F. 2 Total Excludable Hardcover S.F. 3 Net Proposed Hardcover Subtract line 2 from line 1 S.F. 4 Total Lot Area —7Y-7 `' S. F. Proposed Hardcover Percentage [ (3) (4)] n/( Last Updated: January 2023 Note: This is an information sheet only, every effort has been made to insure the accuracy of the information contained herein, however, if any information is not consistent with provisions of the City Code, the Code provisions will prevail. Page 9 of 9 City of Orono Hardcover Calculation Worksheet Property Address: Prepared by Date: Stormwater Quality Overlay District Tier: (Circle one) Tier I Tier 2,i Tier 3 Tier 4 Tier 5 Step 1: EXISTING HARDCOVER In the following table identify 211 items of existing hardcover on the property, keyed by letter to site plan or survey (must accompany this form). Use as many lines as nE cessary to accurately depict existing hardcover status of the property. For Tier I properties, identify any features by letter which are within the 75 -foot setback or split at the 75' setback line and calculate hardcover square footage separately for each portion. rNey to -Survey Hardcover Item (Describe) Total Length x Width (Square Feet) (Example) _(Garaqe) (24' x 30') A B C (720 8.F,) S. F. S. F. D S. F. E f S.F. F S. F. G S. F. H S. F. S. F. I i S. F. -1 K S. F. L S. F. M S. F. N S. F. 0 4 I S.F. P S. F. Q Q S. F. RS.F. SJ S S.F. T S.F. U S. F. V S. F. W S. F. X S.F. - Y S. F. Z S.F. I) Total Existing Hardcover S. F TotalExistin Hardcover rdcove r I Tot5 -1684): S. F. gExcludable Hardcover (See City Code Sec 78 S.F. I r Go r S. F. S. F. S.F. S. F. (2) Total Excludable Hardcover (3) Net Existing Hardcover [Subtract line (2) from line (1 (4) Total Lot Area S. F. S. F. � —7S.F. S. F. 5 Proposed Hardcover Percentage (3) - (4) j % (Proposed Hardcover next page) Last Updated: January 2023 Note: This is an information sheet only, every effort has been made to ins,,ire the accuracy of the information contained herein, - however, if any information is not consistent with provisions of the City Code, the Code provisions will prevail. Page 8 of 9 raft 00 1. A Vie ILK ll 7 IW Panorama < TueApr252023 T w*v From: Jeffry Twidwell To: Melanie Curtis Subject: Support for Jack Weis at 1920 Concordia Date: Friday, August 11, 2023 10:21:54 AM We would like to give our support for approval of the variance request for 1920 Concordia Street. Jack and his family have been long standing, wonderful members of the Fagerness Point community. Jack exemplifies what all neighbors should be - quiet, kind, humble and caring. Jack's health issues limit his mobility and activities. This front stoop expansion will allow room for a chair on which Jack can sit every evening and sip his one Hamm's beer, greeting all as we walk by. I do not know of any neighbor who does not support the variance request. Please approve. Thank you. Jeff and Nancy Twidwell 1865 Concordia Street WALDRON LAW OFFICES, LTD. JOHN B. WALDRON ATTORNEY AT LAW 1951 CONCORDIA STREET WAYZATA, MINNESOTA 55391-9320 TELEPHONE (952) 471-0940 FAX (952) 471-8859 August 15, 2023 Ms. Melanie Curtis Planner, City of Orono 2750 Kelley Parkway Orono, MN 55356 email iohn4waldronlaw.com website www.waldronlaw.com VIA E-MAIL ONLY Re: LA23-000038 JOAT LLC — Jack Evans, 1920 Concordia Street, front yard setback request to construct new front stoop Dear Ms. Curtis: As we discussed recently, my wife, Lynn, and I, who reside at the above address, fully support the above -referenced request for the benefit of the landowner, our neighbor Jack Weist. The request is reasonable, constituting a minimal encroachment on the front yard setback, and will be a further improvement of the subject property, for the benefit of not only the landowner but the neighborhood. i werely, i' John B. Waldron Minnesota State Bar Association Board Certified Specialist in Real Property Law ADJACENT PROPERTY OWNERS' ACKNOWLEDGEMENT FORM of [print name(s)] [print address] have reviewed the plans for the proposed improvement or proposed use of the property located at .+} also referred to as Land Use Application No. I (we) understand that in executing this acknowledgement, I (we) am (are) not asked to declare approval or disapproval of the property or use but merely to confirm for the City Council that I (we) am (are) aware of the improvement plans and that the proposed neighbor's project or use requires Council approval. 17 j�'v ivoy ✓� p� i �` Property Owner Date Property Owner Date If you have any information that may assist the City in the review of this Land Use Application, please submit your comments to the Building & Zoning Office at least 10 days prior to the scheduled meeting date. ADJACENT PROPERTY OWNERS' ACKNOWLEDGEMENT FORM I (we) c� rG 11 :5.c Y1 [print name(s)] [print address] have reviewed the lans for the proposed improvernent or proposed use of the property located at c also referred to as Land Use Application No. I (we) understand that in executing this acknowledgement, I (we) am (are) not asked to declare approval or disapproval of the property or use but merely to confirm for the City Council that I (we) am (are) aware of the improvement plans and that the proposed neighbor's project or use requires Council approval. Propeity 0,"wn¢r Date Property Owner Date If you have any information that may assist the City in the review of this Land Use Application, please submit your comments to the Building & Zoning Office at least 10 days prior to the scheduled meeting date. Adjacent Property Owner Form — January 2023 ADJACENT PROPERTY OWNERS' ACKNOWLEDGEMENT FORM I (we)alluux, tL vp�ai of Z-7,10 �-Occnnb- q 51 [print name(s)] [print address] have reviewreed,,the plans for the proposed improvement or proposed use of the property located at also referred to as Land Use Application No. I (we) understand that in executing this acknowledgement, I (we) am (are) not asked to declare approval or disapproval of the property or use but merely to confirm for the City Council that I (we) am (are) aware of the improvement plans and that the proposed neighbor's project or use requires Council approval. Property Owner Date Property Owner Date If you have any information that may assist the City in the review of this Land Use Application, please submit your comments to the Building & Zoning Office at least 10 days prior to the scheduled meeting date. Adjacent Property Owner Form — January 2023 �rsQsev�r�srk s��rxseyr"x�x"w*r"`'wszs�':e�wvzsrv`:rsesr;zxx'e�rrxsrxxsxxa�ca�rzaaxm aaaaax�r 97�e9PW�iFWiFiF9Fw r�wwwwwwwwww ADJACENT PROPERTY OWNERS' ACKNOWLEDGEMENT FORM I (we) /xx-, k,, /I All of [print nam -(s)] [print address] have re ewed th pl .ns for the proposed improvement or proposed use of the property located at tq�C't, also referred to as Land Use Application No. I (we) understand that in executing this acknowledgement, I (we) am (are) not asked to declare approval or disapproval of the property or use but merely to confirm for the City Council that I (we) am (are) aware of the impr-gvement plans and that the proposed neighbor's project or use requires Council approval. Property Date 1roperty Owner Date If you have any information that may assist the City in the review of this Land Use Application, please submit your comments to the Building & Zoning Office at least 10 days prior to the scheduled meeting date. Adjacent Property Owner Form — January 2023 ADJACENT PROPERTY OWNERS' ACKNOWLEDGEMENT FORM [print name(s)] [print address] have reviewed the plans for the proposed improvement or proposed use of the property located at ireferred to as Land Use Application No. I (we) understand that in executing this acknowledgement, 1 (we) am (are) not asked to declare approval or disapproval of the property or use but merely to confirm for the City Council that I (we) am (are) aware of the imprueent plans and that the proposed neighbor's project or use requires Council approval Property Owner Date If you have any information that may assist the City in the review of this Land Use Application, please submit your comments to the Building & Zoning Office at least 10 days prior to the scheduled meeting date. ADJACENT PROPERTY OWNERS' ACKNOWLEDGEMENT FORM I (we)Cf r_� of [print name s)] [print address] e r viewed he plans for the proposed improvement or proposed use of the property located at r 1 also referred to as Land Use Application No. I (we) understand that in executing this acknowledgement, I (we) am (are) not asked to declare approval or disapproval of the property or use but merely to confirm for the City Council that I (we) am (are) aware of the improvement plans and that the proposed neighbor's project or use requires Council approval. er /] Date Prop6 t owner VI-' Date If you have any information that may assist the City in the review of this Land Use Application, please submit your comments to the Building & Zoning Office at least 10 days prior to the scheduled meeting date. ADJACENT PROPERTY OWNERS' ACKNOWLEDGEMENT FORM (we) 4 !/ /6 i-/ of l �� I�11�� .,7� ;} . K� [print name(s)] [print address] have reviewed the plans for the proposed improvement or proposed use of the property located at Ymso referred to as Land Use Application No. I (we) understand that in executing this acknowledgement, 1 (we) am (are) not asked to declare approval or disapproval of the property or use but merely to confirm for the City Council that I (we) am (are) aware of the improvement plans and that the proposed neighbor's project or use requires Council approval. 20 2-:�: Property Owner Property Owner Date If you have any information that may assist the City in the review of this Land Use Application, please submit your comments to the Building & Zoning Office at least 10 days prior to the scheduled meeting date. ADJACENT PROPERTY OWNERS' ACKNOWLEDGEMENT FORM I (we)�` �� ��' of% [print name(s)] [print address] have reviewed the plans for the proposed improvement or proposed use of the property located at 1 �`,A, l Iso referred to as Land Use Application No. I (we) understand that in executing this acknowledgement, I (we) am (are) not asked to declare approval or disapproval of the property or use but merely to confirm for the City Council that I (we) am (are) aware of the improvement pins and that the proposed neighbor's project or use requires Council approval. I Date Property Owner Date If you have any information that may assist the City in the review of this Land Use Application, please submit your comments to the Building & Zoning Office at least 10 days prior to the scheduled meeting date. ADJACENT PROPERTY OWNERS' ACKNOWLEDGEMENT FORM !�� b MAI (we) i of /'S90 r � 0rd [print name(s)] [print address] have reviewed thepl " for the proposed improvement or proposed use of the property located at f r G 2-aiso referred to as Land Use Application No. 3-�J I (we) understand that in executing this acknowledgement, I (we) am (are) not asked to declare approval or y proval o9f the prop or use but merely to confirm for the City Council that I (we) am (are) aware of the roverep(f plans hat t e proposed neighbor's project or use requires Council approval. JJ �/ r1 rl 4 1 Property Owner Date Property Owner Date If you have any information that may assist the City in the review of this Land Use Application, please submit your comments to the Building & Zoning Office at least 10 days prior to the scheduled meeting date. ADJACENT PROPERTY OWNERS' ACKNOWLEDGEMENT FORM [print names [print address] have reviewed the plbans for the proposed improvement or proposed use of the property located at Jy�6-��`(:L also referred to as Land Use Application No. I (we) understand that in executing this acknowledgement, 1 (we) am (are) not asked to declare approval or disapproval of the property or use but merely to confirm for the City Council that I (we) am (are) aware of the it proverript plan] and that theyfopesed--r�eighbor's project or use requires Council approval. Date r/0,71M Property Owner J f " Date If you have any information that may assist the City in the review of this Land Use Application, please submit your comments to the Building & Zoning Office at least 10 days prior to the scheduled meeting date. ADJACENT PROPERTY OWNERS' ACKNOWLEDGEMENT FORM 1 I (we)l I VU't� �l_ of ?/ Qk s ►4 .� [print name(s)] [print address] have reviewed t tans for the proposed improvement or proposed use of the property located at also referred to as Land Use Application No. 1 (we) understand that in executing this a knowledgement, I (we) am (are) not asked to declare approval or disapproval of the property or use but mer Y to confirm for the City Council that I (we) am (are) aware of the improvement plans and that the prg"d i hbor's project or use requires Council approval. Property Owner Date Property Owner Date If you have any information that may assist the City in the review of this Land Use Application, please submit your comments to the Building & Zoning Office at least 10 days prior to the scheduled meeting date. 38 17-117-23 22 0015 38 17-117-23 23 0011 38 17-117-23 23 0023 LISA L & JOHN W WING MATTHEW JASPER NICHOLAS SWEERE 1825 CONCORDIA STREET 1929 FAGERNESS PT RD 1850 CONCORDIA ST WAYZATA MN 55391 ORONO MN 55391 WAYZATA MN 55391 38 17-117-23 22 0025 38 17-117-23 23 0012 38 17-117-23 23 0028 DIANA LYNN WALKER MADISON CHESAPEAKE HLDS LLC DANIEL MCINTOSH 1800 CONCORDIA ST 1937 FAGERNESS POINT RD 1945 FAGERNESS POINT RD WAYZATA MN 55391 WAYZATA MN 55391 WAYZATA MN 55391 38 17-117-23 22 0038 38 17-117-23 23 0015 38 17-117-23 23 0031 JAMES A KELLY JAMES R & DEBRA O CROOKS SHANNON F KENNEDY MARGARET B KELLY TRUST REBECCA S KENNEDY 1855 CONCORDIA ST 1932 EAGERNESS POINT RD 1920 EAGERNESS POINT RD WAYZATA MN 55391 WAYZATA MN 55391 WAYZATA MN 55391 38 17-117-23 23 0002 38 17-117-23 23 0016 38 17-117-23 23 0032 BERNARD D KAISER KURT VEGDAHL NANCY A TWIDWELL CAROLYN B KAISER 1926 FAGERNESS POINT RD 1865 CONCORDIA ST 1885 CONCORDIA ST WAYZATA MN 55391 WAYZATA MN 55391 WAYZATA MN 55391 38 17-117-23 23 0005 38 17-117-23 23 0017 38 18-117-23 14 0001 CHARLIE & VIRGINIA AGEE ANNETTE FUNKE-THOMPSON BRIAN SUNDSTROM/JUDY OLAUSEN 6833 E BONITA DR ERIK THOMPSON 1895 CONCORDIA ST PARADISE VALLEY AZ 85253 1940 CONCORDIA ST WAYZATA MN 55391 WAYZATA MN 55391 38 17-117-23 23 0006 38 17-117-23 23 0018 38 18-117-23 14 0008 JOHN E WEIST DANIEL MCINTOSH JOHN BUBOLTZ 1920 CONCORDIA ST 1945 FAGERNESS POINT RD CHRISTINE BUBOLTZ ORONO MN 55391-9320 WAYZATA MN 55391 1973 EAGERNESS POINT RD WAYZATA MN 55391 38 17-117-23 23 0007 38 17-117-23 23 0019 38 18-117-23 14 0009 BRIAN AMELUXEN PAUL J & PAMELA G BOZONIE GARY EKLOF / CATHY LEE CARLEE AMELUXEN 1825 FAGERNESS POINT RD 1965 FAGERNESS PT RD 3997 WEBB ST WAYZATA MN 55391 WAYZATA MN 55391 ORONO MN 55391 38 17-117-23 23 0008 38 17-117-23 23 0020 38 18-117-23 14 0010 KURT & AMY KROLL CHARLIE & VIRGINIA AGEE KARLTON & MARIA GEMPLER 2560 DUNWOODY AVE 6833 E BONITA DR 1955 FAGERNESS POINT RD WAYZATA MN 55391 PARADISE VALLEY AZ 85253 WAYZATA MN 55391 38 17-117-23 23 0009 38 17-117-23 23 0021 38 18-117-23 14 0011 BRANDON C STOVERN THOMAS N & STACY L SHUMAN JOHN B WALDRON 1913 FAGERNESS POINT RD 1849 FAGERNESS POINT RD LYNN H WALDRON WAYZATA MN 55391 WAYZATA MN 55391 1951 CONCORDIA ST WAYZATA MN 55391 38 17-117-23 23 0010 38 17-117-23 23 0022 38 18-117-23 14 0012 JACOB MILTON CHARLES KROLL RICHARD W & JILL RAGATZ 1921 FAGERNESS POINT RD 1890 CONCORDIA ST 1945 CONCORDIA ST WAYZATA MN 55391 WAYZATA MN 55391 WAYZATA MN 55391 38 18-117-23 14 0013 TIMOTHY RALPH CURTIS JANETTE MARIE CURTIS 1935 CONCORDIA ST ORONO MN 55391 38 18-117-23 14 0014 THOMAS M KONAT 22275 BRACKETTS RD EXCELSIOR MN 55331 38 18-117-23 14 0015 JOHN A WILGERS TRUDY A WILGERS 1905 CONCORDIA ST WAYZATA MN 55391 38 18-117-23 14 0016 WILLIAM F & KARAN A PETERS 1950 CONCORDIA ST WAYZATA MN 55391 Hennepin Hennepin County Locate & Notify Map Date: 7/17/2023 1W5 1c9u, Buffer Size: 500 Map Comments: 1920 Concordia St 0 50 100 200 Feet I I I I I I I I I This data (i) is furnished 'AS IS' with no representation as to completeness or accuracy; (ii) is furnished with no warranty of any kind; and (iii) is notsuitable for legal, engineering or surveying purposes. Hennepin County shall not be liable for any damage, injury or loss resulting from this data. For more information, contact Hennepin County GIS Office 300 6th Street South, Minneapolis, MN 55487 /gis.info@hennepin.us Date Application Received: 07/17/2023 Date Application Considered as Complete: 07/31/2023 60 -Day Review Period Expires: 09/29/2023 To: Chair Bollis and Planning Commission Members Adam Edwards, City Administrator From: Natalie Nye, Planner Date: August 21, 2023 Subject: #LA23-000039, Eugene Dobkin, 1380 Rest Point Road Variances for Lot Area, Lot Width, Hardcover, and Rear Yard Setback - Public Hearing Application Summary: The applicant is requesting variances for lot area, lot width, hardcover, and rear yard setback in order to construct a new home. Staff Recommendation: Planning Department Staff recommends approval. Background The existing home on the property is nonconforming and protrudes into the average Lakeshore setback, rear yard setback, and has improvements within the 75 -foot lake setback. The property is substandard in lot area and lot width and is beyond the allowable hardcover. The applicant is proposing to demolish the existing 1 % story home and build a new 2 story home on the property. The applicant is proposing to keep the existing shed/boathouse on the property. The proposed home will be constructed further from the lake and will therefore improve some of the nonconformities. The proposed home will meet the required 75 -foot lake setback and comply with the average lakeshore setback as well. The proposed home will maintain the rear yard setback of 28.1' when a 30' setback is required. The project will reduce hardcover from 28.5% to 27.2%. The hardcover will still be over the maximum allowed of 25% and therefore requires a variance. The overall project will require variances from lot area, lot width, hardcover, and rear yard setback. Practical Difficulties Analysis licant Submittal Information: The applicant has identified the property's substandard size, width and location of existing improvements as practical difficulties. Planning Staff Practical Difficulty Analysis: Staff agrees with the applicant's assessment. The property is substandard in size and width being 0.37 acres in size when 1 acre is required in the LR -113 District. The existing home on the property is nonconforming and encroaches into both the average Lakeshore setback and the 75 -foot lake setback. Additionally, the property is over on hardcover and does not meet the required rear yard setback. The proposal to demolish the existing home and build a new home that is setback further from the lake which meets the required 75 -foot setback and average lakeshore setback and reduces the hardcover has the support of staff. LOT ANALYSIS WORKSHEET Section 78-350 & 78-1279 — Setbacks: LR -1B District Required Existing Proposed Rear/Street 30' 28.1' 28.1' East Side 10' 15.3' 16.1' West Side 10' 17.9' 22.1' Lakeshore 75' House - 82' At -Grade Deck— 72' House - 85' At -Grade Deck - 75' Average Lakeshore 5' of existing deck within ALS Compliant FILE #LA23-000039 August 21, 2023 Page 2 of 5 Section 78-350 — Lot Area/Width: LR -1B District Lot Area Lot Width Required 43,560 s.f. (1.0 acres) 140' Actual 15,509 s.f. (0.37 acre) 98' @ 75'/ 98' @ OHWL Section 78-1403 — Structural Building Coverage: Total Lot Area Total Structural Coverage 15,509 s.f. (0.37 acre) Allowed: 3,101.8 s.f. (20%) Proposed Existing: 2,888 s.f. (18.6%) Total Area Proposed: 2,611 s.f. (16.8%) Section 78-1680 and 78-1700 — Hardcover Calculations: Stormwater Allowed Existing Proposed Overlay District Total Area Hardcover Hardcover Hardcover Tier 3,877.25 s.f. 4,532 s.f. 4,329 s.f. Tier 1 15,509 s.f. (25 %) (28.4%) (27.2%) Applicable Regulations: Lot Area and Lot Width Variances (Section 78-350) Zoning Code Section 78-72 provides options for the redevelopment of lots which do not meet the minimum area or width requirements for the respective zoning district. Substandard properties within the Shoreland Overlay District, such as the subject lot, are able to be redeveloped without variances if specific standards are met; such as: 1. All setback requirements can be met; 2. A Type 1 sewage treatment system consistent with Minnesota Rules, chapter 7080, can be installed or the lot is connected to a public sewer; and 3. The impervious surface coverage meets all hardcover location and square footage restrictions of this chapter and the total square footage of hardcover does not exceed 25 percent of the entire lot area. 4. All other zoning district standards can be met. The applicant's request for rear yard setback and hardcover variances results in the property's inability to conform to all of the standards above. Therefore, lot area and lot width variances are required in order to redevelop the property. The ability to develop the property consistent with other existing developed properties in the neighborhood would be limited if the area and width variances were not granted. Hardcover Variance (Section 78-1680) The property is approximately 0.37 acres in a one -acre minimum zoning district. The existing hardcover on the property is 28.5% of the total area which is over the Tier 1 maximum of 25%. The proposed development of the property will reduce the overall hardcover and bring the lot closer to compliance with the hardcover limitation. The proposed total hardcover will be 27.2%. While the property currently has some improvements within the 75 -foot lake setback (existing boathouse and deck), the proposed house is improving the overall hardcover by moving the home closer to the street and conforming to the 75' setback and allowing for a shorter driveway. The applicant has also proposed to use the existing driveway configuration and width, which is wider than what would be permitted today. The applicant is requesting a hardcover variance in order to permit a total of 4,329 square feet of hardcover (27.2%). FILE #LA23-000039 August 21, 2023 Page 3 of 5 Rear Setback Variance (Section 78-330) The existing home is situated on the property 28.1 feet from the rear (street) property line. The applicant is proposing to maintain this setback but with a slightly wider home creating new encroachments within the street yard but maintaining the same setback and is therefore requesting a variance from the required 30 -foot rear yard setback. Governing Regulation: Variance (Section 78-123) In reviewing applications for variance, the Planning Commission shall consider the effect of the proposed variance upon the health, safety and welfare of the community, existing and anticipated traffic conditions, light and air, danger of fire, risk to the public safety, and the effect on values of property in the surrounding area. The Planning Commission shall consider recommending approval for variances from the literal provisions of the Zoning Code in instances where their strict enforcement would cause practical difficulties because of circumstances unique to the individual property under consideration, and shall recommend approval only when it is demonstrated that such actions will be in keeping with the spirit and intent of the Orono Zoning Code. Economic considerations alone do not constitute practical difficulties. Practical difficulties also include but are not limited to inadequate access to direct sunlight for solar energy systems. Variances shall be granted for earth -sheltered construction as defined in Minn. Stat. §216C.06, subd. 14, when in harmony with this chapter. The board or the council may not permit as a variance any use that is not permitted under this chapter for property in the zone where the affected person's land is located. The board or council may permit as a variance the temporary use of a one -family dwelling as a two-family dwelling. According to MN §462.357 Subd. 6(2) variances shall only be permitted when: 1. The variance is in harmony with the general intent and purpose of the Ordinance. The variances for the construction of a new single-family home on a substandard parcel are supported by practical difficulties. A portion of the existing home and deck extend beyond the average lakeshore setback and 75 -foot lake setback. The proposed new home has been moved further back from the lake in order to meet the required lake setbacks. The existing conditions of the property are not compliant with the required hardcover maximum of 25%. The proposed project will reduce the hardcover from 28.5% to 27.2% and therefore will bring the lot closer to conformance. The existing home is currently nonconforming with the rear yard setback requirement of 30 feet. The applicant is requesting to maintain the existing 28.1' setback. The construction of a new home is in harmony with the general intent of the Ordinance due to the practical difficulties of the substandard lot size, substandard lot width, and existing conditions present. This criterion is met. 2. The variance is consistent with the comprehensive plan. The variances resulting in a new single- family home is consistent with the Comprehensive Plan. The applicant has identified the necessary practical difficulties inherent to the land supporting their requests. The overall reduction in total hardcover bringing the lot into conformance and moving the structure out of the required lakeyard setbacks is also consistent with the goals of the Comprehensive Plan. This criterion is met. 3. The applicant establishes that there are practical difficulties. a. The property owner proposes to use the property in a reasonable manner not permitted by the official controls; The construction of a new single-family is a reasonable use of the property. The proposed home will be set back further from the lake and the overall hardcover will be reduced. This criterion is met. FILE #LA23-000039 August 21, 2023 Page 4 of 5 b. There are circumstances unique to the property not created by the landowner; The existing house was not built by the current owners. The lot is substandard in area and width. The applicant is proposing to maintain the same rear yard setback, but will bring the new home into compliance with the required lake setbacks. The small lot size, substandard width, and existing improvements are not the result of the current property owner's actions; and c. The variance will not alter the essential character of the locality. The proposed variances resulting in the construction of a new home are supported by practical difficulties and will not alter the character of the area. The new home will be further from the lake and the nonconforming rear yard setback will be maintained. There will also be a reduction in overall hardcover which will benefit the surrounding area. This criterion is met. Additionally, City Code 78-123 provides additional parameters within which a variance may be granted as follows: 4. Economic considerations alone do not constitute practical difficulties. Economic considerations have not been a factor in the variance approval determination. 5. Practical difficulties also include but are not limited to inadequate access to direct sunlight for solar energy systems. Variances shall be granted for earth -sheltered construction as defined in Minn. Stat. § 216C.06, subd. 17, when in harmony with Orono City Code Chapter 78. This condition is not applicable. 6. The board or the council may not permit as a variance any use that is not permitted under Orono City Code Chapter 78 for property in the zone where the affected person's land is located. This condition is not applicable, as a residential home is a permitted use in the LR -1B District. 7. The board or council may permit as a variance the temporary use of a one -family dwelling as a two-family dwelling. This condition is not applicable. 8. The special conditions applying to the structure or land in question are peculiar to such property or immediately adjoining property. The substandard lot size, substandard lot width, and existing conditions of the property are unique conditions to this specific property. This criterion is met. 9. The conditions do not apply generally to other land or structures in the district in which the land is located. While the surrounding properties are similar in size, the location of the existing structures on the property are unique to the subject property. This criterion is met. 10. The granting of the application is necessary for the preservation and enjoyment of a substantial property right of the applicant. The existing home is in a nonconforming location. The proposal will maintain a similar rear yard setback, but to improve the required lake setbacks. The proposed home will be in compliance with the average lakeshore setback and the 75 -foot lake setback. The overall hardcover will also be reduced on the site. This criterion is met. 11. The granting of the proposed variance will not in any way impair health, safety, comfort or morals, or in any other respect be contrary to the intent of this chapter. Granting the requested variances will not adversely impact health, safety, comfort, or morals of the community. This criterion is met. FILE #LA23-000039 August 21, 2023 Page 5 of 5 12. The granting of such variance will not merely serve as a convenience to the applicant, but is necessary to alleviate demonstrable difficulty. The variances allow for the construction of a new home in a similar location to the existing home, while improving some of the nonconformities. This criterion is met. The Commission may recommend or Council may impose conditions in granting of variances. Any conditions imposed must be directly related to and must bear a rough proportionality to the impact created by the variance. No variance shall be granted or changed beyond the use permitted in this chapter in the district where such land is located. Public Comments The applicant has provided an acknowledgement form from the property to the south, 1386 Rest Point Road. However, the application has not been able to reach the northern property owner, 1374 Rest Point Road. No other public comments have been received. Issues for Consideration 1. Does the Planning Commission find that that the property owner proposes to use the property in a reasonable manner which is not permitted by an official control? 2. Does the Planning Commission find that the variance(s), if granted, will not alter the essential character of the neighborhood? 3. Does the Commission have any issues or concerns with maintaining some of the existing nonconformities such as the existing boat house within the 75 -foot setback or 28 -foot -wide driveway? 4. Are there any other issues or concerns with this application? Planning Staff Recommendation Staff is supportive of the requested variances for lot area, lot width, hardcover and rear yard setback in order to construct a new single-family home. List of Exhibits Exhibit A. Application Exhibit B. Practical Difficulties Form Exhibit C. Proposed Survey Exhibit D. Existing Survey Exhibit E. Plans Exhibit F. Narrative Exhibit G. Hardcover Calculations Exhibit H. Neighbor Acknowledgements Exhibit 1. Mailing List & Map 8/8/23, 2:12 PM Permit Details I Citizenserve Land Use Application Summary Application Date: 07/17/2023 Address: 1380 Rest Point RD Orono, MN 55364 Parcel Number: 0711723330007 Land Use Number: LA23-000039 Application Submitted By: Property Owner Owner: Name: JAY NYGARD & KENDALL NYGARD Address: Eugene Dobkin Applicant: Name: Eugene Dobkin Company: Address: 1380 Rest Point Rd Orono, mn 55364 dobkine@gmail.com Contact Information: Associated Contact: Eugene Dobkin dobkine@gmail.com Associated Contact: Eugene Dobkin dobkine@gmail.com Associated Contact: Eugene Dobkin dobkine@gmail.com Associated Contact: Project Description: construct new dwelling on existing foundation print Land Use Application Type: Amendmend Application Appeal of Admin Decision Concept Application Conditional Use Permit Site Plan Application Subdivision Application Subdivision Exception Vacation Application Variance Application Applicant Signature: 44-�— https://www4.citizenserve.com/Admin/PerrnitController?Action=DisplayPermitDetaiI&SelectedTab=Permits&Permit—ID=12073411 &WorkOrder_ID=873... 1 /1 8/8/23, 2:14 PM Permit Details I Citizenserve PRACTICAL DIFFICULTIES DOCUMENTATION FORM LA23-000039 1. The property owner proposes to use the property in a reasonable manner not permitted by the Zoning Chapter. Response: same use, single-family dwelling. 2. The plight of the landowner is due to circumstances unique to his property not created by the landowner. Response: na 3. The variance, if granted, will not alter the essential character of the locality. Response: correct 4. Economic considerations alone do not constitute practical difficulties if reasonable use for the property exists under the terms of the Zoning Chapter. Response: na 5. Practical difficulties include, but are not limited to, inadequate access to direct sunlight for solar energy systems. Variances shall be granted for earth -sheltered construction as defined in Minnesota Statutes, Section 1167.06, Subd. 2, when in harmony with this Chapter. Response: na 6. The Board of Appeals and Adjustments or the Council may not permit as a variance any use that is not allowed under this Chapter for property in the zone where the affected person's land is located. Response: na 7. The Board or Council may permit as a variance the temporary use of a one -family dwelling as a two-family dwelling. Response: na 8. The special conditions applying to the structure or land in question are peculiar to such property or immediately adjoining property. Response: na 9. The conditions do not apply generally to other land or structures in the district in which said land is located. Response: na 10. The granting of the application is necessary for the preservation and enjoyment of a https://www4.citizenserve.com/Admin/PerrnitController?Action=DisplayPermitDetaiI&SelectedTab=Permits&Permit_ID=12073411 &WorkOrder_ID=873... 1/2 8/8/23, 2:14 PM Permit Details I Citizenserve substantial property right of the applicant. Response: yes 11. The granting of the proposed variance will not in any way impair health, safety, comfort, morals, or in any other respect be contrary to the intent of the Zoning Code. Response: correct 12. The granting of such variance will not merely serve as a convenience to the applicant but is necessary to alleviate demonstrable difficulty. Response: na https://www4.citizenserve.com/Admin/PermitController?Action=DisplayPermitDetail&SelectedTab=Permits&Permit_ID=12073411 &WorkOrder_ID=873... 2/2 CERTIFICATE OF SURVEY FOR METRO CU�STOM HOMES IN LOTS 6 & 7, SUBDIVISION OF LOT 14 REST POINT PARK LAKE MINNETONKA HENNEPIN COUNTY, MINNESOTA ..AA --936.— V11 OE EXIS- XItS- 8 -5b C3 PROPOSED ELEVATIONS (verify) 1) Garage floor 2) Main floor = 952.69 3) Top of foundation 4) Basement = 944.0 LEGAL DESCRIPTION OF PREMISES : PC Exhibit C EXISTING -BW-954.8 #1374 EXISTING U X �p 3 4 1G) WOOD REVAINING/�� Lot 6, and the Southwesterly 40 feet of Lot 7, Subdivision of Lot 14, Rest Point Park Lake Minnetonka, Hennepin County, Minnesota. * : denotes iron marker found (908.3): denotes existing spot elevation, mean sea level datum denotes proposed spot elevation --917---: denotes existing contour line, mean sea level datum 930 denotes proposed contour line Bearings shown are based upon an assumed datum. This survey intends to show the boundaries of the above described property, and the location of an existing house, to be removed, boat house, spot elevations, topography, adjacent houses, and the proposed location of a proposed house, driveway and grades thereon. It does not purport to show any other improvements or encroachments, I 23027A2.SCJ N TANG\ WALL 6 bb 952,--- l9kg 91 (952.4) 13 .7 7.5 -93()-RIPR±f LAKE MINNETONKA WEST ARM S C A L E I N F E E T 23-027A DATE DESCRIPTION GRONBERG AND ASSOCIATES, INC. CONSULTING ENGINEERS, LAND SURVEYORS, & SITE PLANNERS 445 NORTH WILLOW DRIVE LONG LAKE, MN. 55356 952-473-4141 I hereby certify that this plan, specification, or report was prepared by me, or under my direct supervision, and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. lMa�rlk SCALE 1 "=20' 7-31-23 PROPOSED HOUSE, HARDCOVER AND GRADES DATE 3-10-23 JOB NO. 23-027A S. Gronberg Minnesota I icenre Number 12755 23-027A CERTIFICATE OF SURVEY FOR METRO CUSTOM HOMES IN LOTS 6 & 7, SUBDIVISION OF LOT 14 REST POINT PARK LAKE MINNETONKA HENNEPIN. COUNTY, MINNESOTA -10- F N NAR W, I Ar 1\ EXISTING HOUSE #1374 �30 5", 3? 953.2 r0Q) \ \ DRIVEWAY IVEWAY I s� (B) GARAGE 3r FLOOR= �j o (952.2) t GAZEBO (j) G MAIN SIDE FLOOR= THRESHOLD bllb (951.0) =(953.5) EXISTING WOOD RETAN 3rM 1 '61 - do ALLS HOUSE 7 \ % (E) #1380 MAIN DECK POOL WELLO 0 FLOOR= SPLIT REST POINT LN. - - 9S1:1 (951 0 ENTRY— X W \IQ Iro 0� (K), r0j1k (947.0) (A) ..STONE ATIO 19 h DECK BORDER \1`&\ \ (C) �950- FIRE Q RING AVERAGE (F) LAKESHOREWOOD ETAININ SETBACK LINE i 75' (H) WALL _SETBACK 952. EXISTING LINE- (952.4) HOUSE # 1386 SHED Ne -1 TW=939.5 BW!:935.7 940 > LII 1.11 1:1.' T — 3 WALL W—Q ........ =1129 ...... VV_ g34- EXISTING 45� BOA -9,32- HOUSEIPRAP (D) 0 DECK 29.4 CONTOUR (C LINE (O.H.W.) LAKE / - % MINNETONKA WEST ARM PC Exhibit D 93ro- - LEGAL DESCRIPTION OF PREMISES : Lot 6, and the Southwesterly 40 feet of Lot 7, Subdivision of Lot 14, Rest Point Park Lake Minnetonka, Hennepin County, Minnesota. * : denotes iron marker found (908.3): denotes existing spot elevation, mean sea level datum — -917- —: denotes existing contour line, mean sea level datum Bearings shown are based upon an assumed datum. This survey intends to show the boundaries of the above described property, and the location of an existing house, boat house, spot elevations, topography, adjacent houses, and all visible "hardcover" thereon. It does not purport to show any other improvements or encroachments. 0 20 40 M09 S C A L E i N F E E T 23-027 DATE DESCRIPTIONI GRONBERG AND ASSOCIATES, INC. CONSULTING ENGINEERS, LAND SURVEYORS, & SITE PLANNERS 445 NORTH WILLOW DRIVE LONG LAKE, MN. 55356 952-473-4141 hereby certify that this plan, specification, or report was prepared by me, or under my direct supervision, and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. SCALE 1 11=20' DATE 3-10-23, JOB NO. 23-027 Mark S. Gronberg Minnesota License umber 12755 23-027 3D View 1 12" = V-0" PLAN INFORMATIONON FRAMING NOTES: I INSULATION: -ALL EXTERIOR WALLS TO BE 2X6 @ 16" O.C. WITH A DOUBLE TOP PLATE UNLESS OTHERWISE NOTED. -WALL FRAMING SHALL BE S.P.F. STUD GRADE OR BETTER UNLESS NOTED OTHERWISE (U.N.O.) -ALL HEADERS SHALL BE (2) - 2X10 U.N.O. -EXTERIOR SHEATHING SHALL BE 7/16" MATERIAL CONSISTING OF ORIENTED STRAND BOARD (OSB). -ALL FLOOR AND CEILING SYSTEMS TO CHECKED AND DESIGNED BY THE DESIGNATED MANUFACTURER. TRUSS PLANS TO BE ON SITE @ TIME OF FRAMING -PRESSURE TREATED WOOD IS TO BE USED WHERE WOOD IS IN CONTACT WITH CONCRETE AND AT 2X8 MUD SILL. TREATED MEMBERS TO BE S.Y.P. #2 OR BETTER. -FOR OPENINGS IN EXTERIOR WALLS (OR WALLS WITH LATERAL LOADING: a) 0'-0" - 4'-0" = 1 JACK STUD b) 4'-0" - 8'-0" = 2 JACK STUDS c) 8'-0" - 12'-0" = 3 JACK STUDS d) GREATER THEN 12'= CONSULT ENGINEER. -POSTS CALLED OUT ARE NUMBER OF KING STUDS REQUIRED PER SIDE OF OPENING. CONCRETE NOTES: -ALL CONCRETE FOOTINGS AND FOUNDATION SYSTEMS ARE DESIGNED FOR A 2000 P.S.F. SOIL -FOUNDATION WALLS SHALL BE FULL HEIGHT AT UNBALANCED FILL GREATER THEN 3'-4" -1/2" ANCHOR BOLTS EMBEDDED 7" MINIMUM @4' O.C. MAX. 12" MIN. FROM EACH END. MINIMUM OF 2 BOLTS IN EACH SILL PLATE -PAD FOOTINGS REINFORCEMENT IS TO BE LOCATED 3" FROM BOTTOM OF FOOTING TYP. (WHEN REQUIRED) -CONTRACTOR IS RESPONSIBLE FOR ALL STEEL REBAR SIZING PER STATE AND LOCAL BUILDING CODES -MIN. 5000 PSI CONCRETE @ ALL FOOTINGS -ALL EXTERIOR WALLS TO HAVE A MINIMUM RATING OF R-20 -ALL ATTIC SPACES ARE TO HAVE A MINIMUM RATING OF R-49 -ALL FLOOR SPACES OVER UNCONDITIONED SPACE OR CANTILEVERED ARE TO HAVE A MINIMUM RATING OF R-30 SHEETROCK: -ALL CEILINGS ARE TO HAVE 5/8" NON -SAG GYPSUM BOARD U.N.O. -ALL WALLS ARE TO HAVE 1/2" GYPSUM BOARD U.N.O. -GARAGE CEILING AND WALLS THAT ADJOIN HOUSE WALLS ARE TO BE 5/8" TYPE "X" GYPSUM BOARD U.N.O. -ALL EXTERIOR WALLS OF GARAGE AND HOUSE THAT ARE WITHIN 5' SETBACK TO HAVE 5/8" TYPE "X" EXTERIOR GRADE GYPSUM BOARD ON EXTERIOR SIDE OF WALL AND 5/8" TYPE "X" ON INTERNAL SIDE OF WALL. DOORS AND WINDOWS: ALL WINDOWS AND DOORS TO NE DOUBLE GLASS PANELS WITH LOW -E RATINGS. -ANY WINDOW WITHIN 24" OF A DOOR SWING MUST BE TEMPERED -ANY WINDOW ABOVE A TUB MUST BE TEMPERED -ANY WINDOW WITHIN A STAIRWAY MUST BE TEMPERED -WINDOW GLAZING MUST BE AT LEAST 18" ABOVE FINISHED FLOOR WHEN WINDOW IS ABOVE & FROM GRADE. -ALL BEDROOMS TO HAVE AT LEAST ONE WINDOW THAT HAS A CLEAR EGRESS OPENING OF 5.7 SQ. FT. WITH MIN. DIMENSIONS OF 24" IN HEIGHT AND 20" IN WIDTH, SILL HEIGHT NOT TO BE GREATER THEN 44" ABOVE FINISHED FLOOR. -WINDOWS WITH SILLS WITHIN 30F THE FLOOR THEY SERVE AND ARE 72" ABOVE GRADE MUST EITHER HAVE A FALL PREVENTION OR OPENING LIMITER DEVICE PER CODE. MECHANICAL & ELECTRICAL: -ALL ELECTRICAL AND MECHANICAL EQUIPMENT TO BE VERIFIED AND INSTALLED PER CODE BY APPROVED TRADES AND INSTALLERS. CODE INFORMATIONIATION CODE INFORMATION: SINGLE FAMILY CONSTRUCTION TYPE V -B -2020 MINNESOTA STATE RESIDENTIAL CODE -2020 NATIONAL ELECTRICAL CODE -2020 MINNESOTA STATE MECHANICAL&FUEL GAS CODE -2020 MINNESOTA STATE FIRE CODE -2020 MINNESOTA PLUMBING CODE SOIL TYPE: DESIGNED WITH 2000 PSF SOILS, ALL FOUNDATION CONSTRUCTION MUST FACTOR IN THIS AT MINIMUM WIND EXPOSURE: DESIGNED WITH "EXPOSURE B" CLASSIFICATIONS AND WIND GUSTS OF 115 MPH PER 2020 MN IRC CODE REGULATIONS. GENERAL NOTES: -ALL FOUNDATION WALL STRUCTURAL INFORMATION USED TO CONSTRUCT THE FOUNDATION SYSTEM IS TO BE ON SITE WHEN POURING OR BUILDING WALLS. -ALL STRUCTURAL BEAMS, POSTS & TALL WALLS ARE TO BE BUILT PER I -LEVEL SPECIFICATIONS. -ALL MANUFACTURED FLOORS & ROOF TRUSSES ARE TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. -ALL MANUFACTURED FLOOR & ROOF TRUSS SPECIFICATIONS ARE TO BE ON SITE DURING INSTALLATION. WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 WINDOW AND EXTERIOR DOOR U - FACTOR TO BE 0.30 OR BETTER GLASS SOLAR HEAT GAIN COEFFICIENT (SHGC) TO BE 0.28 OR BETTER Sheet Number Sheet List Sheet Name A02 Elevations A03 Foundation / Basement A04 Main Level A05 Upper Level A06 Site Plan A07 Rear 3D Proposed A10 Detail Plan 2 of 2 E1 Basement E2 Main Level E3 Upper Level A11 Bracing Notes Al2 Bracing Plan Cover Page A01 Area Schedule Area Level 7 Name 1837 SF Second Floor Upper Level 1284 SF Basement Floor Finished Basement 1624 SF 820 SF First Floor First Floor Main Level Garage 176 SF First Floor Porch 503 SF First Floor Deck 78 SF Basement Floor Stairs 100 SF Basement Floor Mech Room 3D View 2 12" = V-0" PC Exhibit E UL4 Ak . x_ ~4 AVA STUDIO 4332 BROOKSIDE AVE, ST LOUIS PARK, MN 55436 PHONE 612 532 8159 EMAIL AVASTUDIO.AB1 @GMAIL.COM ALL PLANS ARE TO BE REVISED BY THE GENERAL CONTRACTOR AND THE MUNICIPAL BUILDING OFFICIAL PRIOR TO CONSTRUCTION. AVA STUDIO LLC. IS NOT RESPONSIBLE FOR ANY PROBLEM AS A RESULT OF AN ERROR OMISSION ON THESE PLANS. 1380 Rest Point Rd Orono Cover Page Project number 1380 Date 5/31/2023 Drawn by Alexander Bocharnikov A01 Scale 12" = 1'-0" a co N 0 N 00 N M IN Roof 971' - 5 1/4" RL AA h= LJ LZA LL LJ LALA IL AVA STUDIO 4332 BROOKSIDE AVE, ST LOUIS PARK, MN 55436 Second Floor PHONE 612 532 8159 LID LO 963' - 4 1/8" EMAIL AVASTUDIO.AB1@GMAIL.COM T.O. First Floor 961' - 9 3/8" E] E] E] El I I FIF-1 ALL PLANS ARE TO BE REVISED BY THE GENERAL CONTRACTOR AND THE MUNICIPAL BUILDING OFFICIAL PRIOR TO CONSTRUCTION. AVA STUDIO LLC. IS NOT RESPONSIBLE FOR ANY PROBLEM AS A RESULT OF AN ERROR T.O. Garage OMISSION ON THESE PLANS. First FloorL + FoundationAL 952' -_8 1/4" 952' - 8" T.O. a n ound _951'-0" 7711 B.O. Undation 1 V, F 948' - 8„ Front Elevation 1/41f = 1'-0" Left Elevation 1/8" = 1'-0" Rear Elevation 1/811 = 1'-0" 61 f MIN 11 11 11 11 MIME- 11 11 Io■■lllll�■eIoI GRADE 6'i _FR O'M TOP OF FOUNDATION n Right Elevation 1380 Rest Point Rd Orono Elevations Project number 1380 Date 5/31/2023 Drawn by Alexander Bocharnikov A02 Scale As indicated a LO co N O N CION I I I I I -- — — — — — — — — — — — — — — — — — — — — — — — I I I I I 58' - 4" 17'-8" 5'-5" 1 35'-3" I I 6'-6" 31-10 " I 'P ====4/Ri 1 I T 14 - 0'-2" I —1— -TF- I of " I N I I I I I -'a. TOP CHORD BEARING TRUSSES _ "°: a" . I' " - BOTTOM CHORD BEARING TRUSSES CONC. PAD CONC. d 1= LX80' — I 28" X 80" 30"X 30" X 10' D. 120" OF 8" POURED ,. W.I.C. 11 11 1 11 11 11 1 11 112" OF 8" POURED 1 Ns ° 20" X 8" CONC. FTG. 1 20" X 8" CONC. FTG. r I I II II II II II II II RAGE RAGE BELOW A r' I III LO LO LO W 28" X 80" I 1 III � X _ _T_+�_;�;��'� III I o � n ----- -- LO zo O � a0 x 60" x 32" SHOWER C.T. FLOOR o U & WALLS I I I z ENTERTAINMENT AREA � FAMILY ROOM FLEX ROOM �"LU _ O1 <� Io -- — d W CM —--------� I 4. 1 I 0ii 00 FAN oNOTE: Z) r III TV 4' - 0" co ° W ao BATH 3W cc oo� boQ BEEARING WALL, ° 00m � SD III I I �= Q o o co X '3 III UNDER BEARING WALLTYP. I co co N � III 1 I I III I 1 M 1 W T I UNEXCAVATED 1 � ;t 30" X 80" I I I zo I a ° ° °" a "12""CONC. 36" HIGH RAILING — — IJ �I — ° 132" HIGH WALL— — — — — — — — — — — — — — — — — — — — — — — — — — � CM I 10 N a Basement Floor 1/411 = 1 1-011 NOTE: FOUNDATION WALL ON SIDE ELEVATIONS AND REAR ELEVATION TO ALLOW 2" FOR FOAM INSULATION to IW X LL 58'-6" M 00 0) O F_ AL . % AVA STUDIO 4332 BROOKSIDE AVE, ST LOUIS PARK, MN 55436 PHONE 612 532 8159 EMAIL AVASTUDIO.AB1 @GMAIL.COM ALL PLANS ARE TO BE REVISED BY THE GENERAL CONTRACTOR AND THE MUNICIPAL BUILDING OFFICIAL PRIOR TO CONSTRUCTION. AVA STUDIO LLC. IS NOT RESPONSIBLE FOR ANY PROBLEM AS A RESULT OF AN ERROR OMISSION ON THESE PLANS. 1380 Rest Point Rd Orono Foundation / Basement Project number 1380 Date 5/31/2023 Drawn by Alexander Bocharnikov A03 Scale 1/4" = 1'-0" a co co N O N co N 1 17' - 10" 1 ; ° I 6'-6" 31-10 " I 'P 1 I T 14 - —1— -TF- I of " I <D I' CONC. PAD CONC. 1= LX80' 30"X 30" X 10' D. ,. 11 11 1 11 11 11 1 11 1 I - 1 I II II II II II II II RAGE RAGE BELOW r' I J 28" X 80" I ISTAOIRCASE 1 _ _T_+�_;�;��'� I ----- -- I U z � 1 O1 <� Io -- — co_ —--------� I 4. 1 I U Ico N oNOTE: 4' - 0" co 2X4 1 3'- 0" cc oo� BEEARING WALL, ° � SD UNDER BEARING WALLTYP. I I 1 M 1 UNEXCAVATED � I MECH ROOM I ow 1 a R-10-2"THERMAXINSUL. - 1 RADON ooN GUEST BEDROOM I I I CONC. PAD W.H. S.P. _ 30"X 48" X 10" D. 1 1 ° 60 OF 8" POURED 1 20" X 8" CONC. FTG. 1 112" OF 8" POUREDlul- — 1 LI 20" X 8" CONC. FTG. ti �- I " POURED 1 1 OF 40'O ° 20" X 8" CONC. FTG. 1 8" OF 6" POURED I I I 1 40 OF 8" POURED 20" X 8" CONC. FTG. q L TT -1700 TT -1700 - - - — — — ° TT -3225 TT -3225 C _ _ -9'GARAGEDOORABOVE— _ — — — — — — — — — — — — — — — — — — — -------------------J 16' GARAGE DOOR ABOVE 2'-0" 8'-0" 2'-0" 2'-0" 16'-0" 2'-0" oe 12' - 0" 20' - 0" 26'- 6" 58'-6" M 00 0) O F_ AL . % AVA STUDIO 4332 BROOKSIDE AVE, ST LOUIS PARK, MN 55436 PHONE 612 532 8159 EMAIL AVASTUDIO.AB1 @GMAIL.COM ALL PLANS ARE TO BE REVISED BY THE GENERAL CONTRACTOR AND THE MUNICIPAL BUILDING OFFICIAL PRIOR TO CONSTRUCTION. AVA STUDIO LLC. IS NOT RESPONSIBLE FOR ANY PROBLEM AS A RESULT OF AN ERROR OMISSION ON THESE PLANS. 1380 Rest Point Rd Orono Foundation / Basement Project number 1380 Date 5/31/2023 Drawn by Alexander Bocharnikov A03 Scale 1/4" = 1'-0" a co co N O N co N C) io O 10 N 0 W X U_ a N X 0 W X LL N X 7 0 W X LL0 X io p co W IL W W LL. x M First Floor 1/4" = 1'-0" T-10" T-4" �1'-6"� 9'-0" �'-6"�2'-0" 16-0" �2'-0"-� 15'='2" 11'-4" 12'-0" 20'-0" 26' - 6" 58'- 6" 0 W X LL X co 0 LU X LL x Cl) N 0) O r 0) 0) M UL AL . % ~4 AVA STUDIO 4332 BROOKSIDE AVE, ST LOUIS PARK, MN 55436 PHONE 612 532 8159 EMAIL AVASTUDIO.AB1 @GMAIL.COM ALL PLANS ARE TO BE REVISED BY THE GENERAL CONTRACTOR AND THE MUNICIPAL BUILDING OFFICIAL PRIOR TO CONSTRUCTION. AVA STUDIO LLC. IS NOT RESPONSIBLE FOR ANY PROBLEM AS A RESULT OF AN ERROR OMISSION ON THESE PLANS. 1380 Rest Point Rd Orono Main Level Project number 1380 Date 5/31/2023 Drawn by Alexander Bocharnikov A04 Scale 1/4" = 1'-0" 75 Q r` Lri N 1 O N co N 58'- I 6" 12'-0" 46'-6" i ----------UP----------- - —DECK -------------------------- DECK— ECK28'-0" _28' 11'-0" 40o in 30"X72" 30"X72" 30"X72" 30"X48" 30"X48" 30"X48" 48" X 108" 48" X 108" 48" X 108" 48" X 108" 48" X 108" CASEMENT CASEMENT CASEMENT CASEMENT CASEMENT CASEMENT o STEEL BEAM 2a"24" oo J6S DW 24"3IN _ M N ?� III o III M 10 m II M I III 1 I io BEDROOM 2 I T T III III 30" III r WASHER /DRYER T III I I I 0 KITCHEN ISI DINING ROOM GREAT ROOM - Y o LU o III cry LL III II �r III co I, U 11'-31/4" 3'-8" 4'-0" W LU 30 III W 01 °� a III PANTRY 30., 1 L III III r 39' - 10" 00 \ / 8'- 0" III 10'-8" W io N LL \ BATH _ W.I.C. I M _ Z 10 / 0 I I I I I co 4 --J OVEN f. Ref. 36" HIGH RAILING Lo cv L —1 11 %I IF SD I I I I I I I I — — I I I I I I I I I I I I �J� .. III CARPET 9' 9" ', 4'- 4" ' 3' - 8" i cM O STAIRS I • MUDROOM I I I I I I I I I ' - O . W U I 1 I I I I I I I I I o' 7' 10" Z 8'_0" 110'-8" ' y 1 01 I ,III_' _•' .• .` _" '_ ,• � m— W----- - STRUCTURAL BEAM= a F r 1 N 4'-1., FOYER 3 CAR GARAGE - C) STUDY _ '- - - - -: 'I Zo _- - -'_" _,-_ - -_' ;. - - IIIA �• - ✓" - - .-,- -• 1 I I • III I --------- --- _ -,�- ' I I_I _ II 24"X36" FIXE "X36" rIXE "X36" FDiED . I I CASEMENT CASEMENT 111 COVERED PORCH j' I'I I ) �, 7 5"8' 6",9'-'10" ' TT4700 TT -1700 ,' " : . _ - 1 2 PLY =11 7/8" LVL HDR. TT -3225: -3225 , 'x 6'0 H. DOOR 2 PLY -11 7/8" LVL HDR. __—_ =,(3)=2X10 DROPPED BEAM - 16' x 8' O.H. DOOR 0 W X U_ a N X 0 W X LL N X 7 0 W X LL0 X io p co W IL W W LL. x M First Floor 1/4" = 1'-0" T-10" T-4" �1'-6"� 9'-0" �'-6"�2'-0" 16-0" �2'-0"-� 15'='2" 11'-4" 12'-0" 20'-0" 26' - 6" 58'- 6" 0 W X LL X co 0 LU X LL x Cl) N 0) O r 0) 0) M UL AL . % ~4 AVA STUDIO 4332 BROOKSIDE AVE, ST LOUIS PARK, MN 55436 PHONE 612 532 8159 EMAIL AVASTUDIO.AB1 @GMAIL.COM ALL PLANS ARE TO BE REVISED BY THE GENERAL CONTRACTOR AND THE MUNICIPAL BUILDING OFFICIAL PRIOR TO CONSTRUCTION. AVA STUDIO LLC. IS NOT RESPONSIBLE FOR ANY PROBLEM AS A RESULT OF AN ERROR OMISSION ON THESE PLANS. 1380 Rest Point Rd Orono Main Level Project number 1380 Date 5/31/2023 Drawn by Alexander Bocharnikov A04 Scale 1/4" = 1'-0" 75 Q r` Lri N 1 O N co N ERiWty Second Floor 1/4" = 1'-0" WL_ x* % ~4 AVA STUDIO 4332 BROOKSIDE AVE, ST LOUIS PARK, MN 55436 PHONE 612 532 8159 EMAIL AVASTUDIO.AB1 @GMAIL.COM ALL PLANS ARE TO BE REVISED BY THE GENERAL CONTRACTOR AND THE MUNICIPAL BUILDING OFFICIAL PRIOR TO CONSTRUCTION. AVA STUDIO LLC. IS NOT RESPONSIBLE FOR ANY PROBLEM AS A RESULT OF AN ERROR OMISSION ON THESE PLANS. 1380 Rest Point Rd Orono Upper Level Project number 1380 Date 5/31/2023 Drawn by Alexander Bocharnikov A05 Scale 1/4" = 1'-0" Q co N O N co N I •x 4k r - les T� V SIR«w«x4*, w \ r<+ � 11 »»,a •. r.»•-:S+rywwrrr» � } -vrww++.a .•K .w-»- `40 41 rl i 1 1M 4 ' w ' iAw�»Awxxwww»� , • Z W S PROPOSED HOUSE W } U- + % Ow-.-w.w+»Av-♦ria Ar•r•�•#f1 �1 t z"". GARAGE ' 3 to z PORCH „. Ir CA { f } Y 'wx �-00 L n First Floor Co U' 1 " = 10'_0„ 1 tip) '1'A 3*,.90 120o99 407 s.{.I % WL_. x14 AVA STUDIO 4332 BROOKSIDE AVE, ST LOUIS PARK, MN 55436 PHONE 612 532 8159 EMAIL AVASTUDIO.AB1 @GMAIL.COM 1380 Rest Point Rd Orono Site Plan Project number 1380 Date 5/31/2023 Drawn by Alexander Bocharnikov A06 Scale 1 " = 10'-0" a 00 co N O N 00 N s ,,l00 t Y \ tf- I •x 4k r - les T� V SIR«w«x4*, w \ r<+ � 11 »»,a •. r.»•-:S+rywwrrr» � } -vrww++.a .•K .w-»- `40 41 rl i 1 1M 4 ' w ' iAw�»Awxxwww»� , • Z W S PROPOSED HOUSE W } U- + % Ow-.-w.w+»Av-♦ria Ar•r•�•#f1 �1 t z"". GARAGE ' 3 to z PORCH „. Ir CA { f } Y 'wx �-00 L n First Floor Co U' 1 " = 10'_0„ 1 tip) '1'A 3*,.90 120o99 407 s.{.I % WL_. x14 AVA STUDIO 4332 BROOKSIDE AVE, ST LOUIS PARK, MN 55436 PHONE 612 532 8159 EMAIL AVASTUDIO.AB1 @GMAIL.COM 1380 Rest Point Rd Orono Site Plan Project number 1380 Date 5/31/2023 Drawn by Alexander Bocharnikov A06 Scale 1 " = 10'-0" a 00 co N O N 00 N C 3D View Rear 2 12" = 1'-0" WL_ x* % ~4 AVA STUDIO 4332 BROOKSIDE AVE, ST LOUIS PARK, MN 55436 PHONE 612 532 8159 EMAIL AVASTUDIO.AB1 @GMAIL.COM 1380 Rest Point Rd Orono Rear Project number Date 3D Proposed 1380 5/31/2023 Drawn by Alexander Bocharnikov Scale A07 12" = 1'-0" Q rn Co N O N Co N July 14, 2023 Eugene Dobkin 1380 Rest Point Rd Orono MN 55364 Subject: Proposal for Land Use permit for Construction of a New Dwelling at 1380 Rest Point Rd., Orono on existing foundation footprint. Dear City Council, I am writing to submit a proposal for the construction of a new dwelling at 1380 Rest Point Rd. in Orono. Our intention is to utilize the existing foundation footprint while ensuring compliance with the city code and regulations. We have taken careful consideration of the city code and have designed the proposed plan in such a way that the new structure will be positioned 30 feet from the road, while maintaining the same footprint and hardcover of the existing house. This design ensures that we meet the requirements outlined in the city code. By using the existing foundation, we aim to minimize disturbance to the surrounding environment and maintain the character of the property. The proposed plan adheres to the regulations set forth by the city and is intended to blend seamlessly with the existing neighborhood. We have attached the necessary documents, including architectural plans, site layout, and any other relevant information, for your review. We kindly request that you assess our proposal and grant the required permits to proceed with the construction. If there are any additional requirements or procedures that we need to fulfill, please inform us promptly, and we will ensure their completion. We are committed to working closely with the city council and any other relevant departments to ensure a smooth and compliant construction process. Thank you for considering our proposal. We appreciate your attention to this matter and look forward to your positive response. If you require any further information or if there is a need for an in-person meeting, please do not hesitate to contact me. Sincerely, r Eugene Dobkin, home owner mono City of Orono a Hardcover Calculation Worksheet CgkFSHOFF"G Property Address: 1380 Rest Point Rd Orono MN 55364 Prepared by: Eugene Dobkin Date: August 7,2023 Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 2: PROPOSED HARDCOVER In the following table, identify all items of proposed hardcover on the property, keyed by letter to site plan or survey (must accompany this form). Include all existing hardcover items that are intended to remain, as well as all proposed hardcover items that will be added. Use as many lines as necessary to accurately depict proposed hardcover status of the property. For Tier 1 properties, identify any features by letter which are within the 75 - foot setback or split at the 75' setback line and calculate hardcover square footage separately for each portion. Key to Hardcover Item (Describe) Survey Length x Width Total (Square Feet) (Example) (Garage) (24'x 30') (720 S.F.) A HOUSE 2611 S.F. B DRIVEWAY 868 S.F. C REAR DECK AND STEPS 519 S.F. D Boat house deck steps existing 81 S.F. E front walk Steps 70 S.F. F WINDOW WELL WEST SIDE 3X6 15 S.F. G WINDOW WELL EAST SIDE 3X6 15 S.F. H BOAT HOUSE DECK STEPS EXISTING 232 S.F. I AC PAD 3X3 9 S.F. i GENERATOR PAD 3X3 9 S.F. K S.F. L S.F. M S.F. N S.F. O S.F. P S.F. Q S.F. R S.F. S S.F. T S.F. U S.F. V S.F. W S.F. X S.F. Y S.F. Z S.F. (1) Total Proposed Hardcover 4429 S.F. Excludable Hardcover (See City Code Sec 78-1684): " spanp crpdmt 100 S.F. S.F. S.F. S.F. S.F. (2) Total Excludable Hardcover S.F. (3) Net Proposed Hardcover [Subtract line (2) from line (1)] 4329 S.F. (4) Total Lot Area 15908 16609 S.F. Proposed Hardcover Percentage [ (3) — (4) ] 27.2% L 26.06 % City of Orono Hardcover Calculation Worksheet yf Property Address: 1360 R EJ T Ooi�T .QD, i Mt?�c c cusTo" HccrFs �KFSHOaE Prepared by:GDate: R9"Ck9 t AS,rocm7-cjr, -/0-23 Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 1: XISTING HARDCOV In the following table idents all items of existing hardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this form). Use as many lines as necessary to accurately depict existing hardcover status of the property. For Tier 1 properties, identify any features by letter which are split at the 75' setback line and calculate hardcover square footage separately for each portion. Key to SurveyHardcover Item (Describe) Length x Width Total (Square Feet (Example) LGara a 24' x 30') 720 S.F. A 2 C5 S.F. B �a Y_ 9 7 9 S.F. C D 6caS' t 1-7E/J Y 53 S.F. _ D BO A T 0,y E 232 S.F. E 6S S.F. _ _ F lA A iAIG 6 S.F. G /-X ad -r STa o Gvit aK 7 R S.F. H S%"ok.,C /arc0EA3- e Curt 8 1/00 S.F. �O��OE�t R T,�i,v/IyG W.4 64, 129 S.F. 1 �w V 2 S.F. K S.F. L i S.F. M f I S.F. N 7777STi 0 S.F. F P S.F. Q S.F. R S.F. S S.F. r T S.F. U S.F. v S.F. W S.F. X S.F. Y S.F. Z S.F. J1Z_Total Existing Hardcover 0 R S.F. Excludable Hardcover See City Code Sec 78-1684): O 'eDE ET.I ac /2i S.F. SrGw6 , u�lcly 2 S.F. S.F. S.F. S.F. L2Total Excludable Hardcover /7/ S.F. 3 Net Existing Hardcover Subtract line (2from line 1 11532 S.F. 4 Total Lot Area 15,908 O ? S.F. Proposed Hardcover Percentage [ (3) _ (4)1 28.5% 2 7- 29 % (Proposed Hardcover next page) This is an information packet Regarding Hardcover. Every effort has been made to insure the accuracy of the information contained herein; however, if any information is not consistent with provisions of the City Code, the Code provisions will prevail. Page 8 of 9 ADJACENT PROPERTY OWNERS' ACKNOWLEDGEMENT FORM I(we) �}1 %t7� of—-�_RPS� POi /V [print na )] [print address] have rev ewed the pla s for the proposed Improvement or proposed use of the property located at Qo%, also referred to as Land Use Application No. I (we) understand that in executing this acknowledgement, I (we) am (are) not asked to declare approval or disapproval of the property or use but merely to confirm for the City Council that I (we) am (are) aware of the improvement plans and that the proposed neigh ors project or use requires Council approval. �') � � � /�iz� Property Owner I (we) Date If you have any information that may assist the City in the review of this Land Use Application, please submit your comments to the Building & Zoning Office at least 10 days prior to the scheduled meeting date. ADJACENT PROPERTY OWNERS' ACKNOWLEDGEMENT FORM [print name(s)] of 13 �-Y Ae3 �— [print address] have eviewed the Plans afor lso referproposed red to as Land Use ement or Application proposed use of the property located at l3 So � I (we) understand that in executing this acknowledgement 11-n) am (are) not asked to declare approval or disapproval of the property nr ty Council that I (we) am (are) aware of the improvement pla -quires Council approval. Property Owner Property Owner Adjacent Property Owner Form — January 2023 i==date. wnr 11$1Kvr¢ rv►eu urru warm ror cwmg QnR rUWM 9ff 161 z40—mal; istt`'}ifi:=u n1i:i 15 0 MinnekmM Boulevard, Minnetonka. MIN SS34S • (M 471-0590 • Fax: f952) 471-0682 • www mbnet>a wm#kAr9 July 14, 2023 Eugene Dobkin 1380 Rest Point Rd Orono MN 55364 612.386.3050 Subject: Acknowledgment of Proposed Construction and Land Variance at 1380 Rest Point Rd. Dear Adjacent Property Owner's at 1374 Rest Point Rd, I hope this letter finds you well. I am writing to inform you about a proposed construction and land variance at 1380 Rest Point Rd., Orono, which is adjacent to your property (1374 Rest Point Rd). As an adjacent property owner, your input and acknowledgment are essential in this process The purpose of this project is to provide a brief description of the construction project and its intended purpose. The property owner at 1380 Rest Point Rd. has applied for a land variance to accommodate the proposed construction, which deviates slightly from the existing zoning regulations. The new structure to be build on the existing foundation foot prints with minor changes. Before proceeding with the construction and land variance, the property owner is required to seek acknowledgment from adjacent property owners. By acknowledging this letter, you confirm that you are aware of the proposed construction and land variance at 1380 Rest Point Rd. Your acknowledgment does not indicate agreement or endorsement of the project but merely signifies that you have been informed of its existence. Thank you for your attention to this matter. Should you have any questions or require further information, please feel free to reach out to me. Sincerely�� Eugene Dobkin, property owner RUN DATE: 07/17/2023 HENNEPIN COUNTY PROPERTY INFORMATION SYSTEM (PROPERTY OWNERS LIST) PAGE: 1 38 07-117-23 310016 38 07-117-23 32 0039 38 07-117-23 33 0002 LEAH MARIE STEAHL DAVID MILLER/JENNIFER MILLER M J NELSON & D L WILLIAMS 1347 REST POINT CIR 1350 REST POINT LA 1400 REST POINT RD ORONO MN 55364 ORONO MN 55364 ORONO MN 55364 LEAH MARIE STEAHL DAVID MILLER/JENNIFER MILLER DAVID LLOYD WILLIAMS 1347 REST POINT CIR 1350 REST POINT LA 5141 PORTLAND AVE S MOUND MN 55364 MOUND MN 55364 MINNEAPOLIS MN 55417 38 07-117-23 310022 38 07-117-23 32 0052 38 07-117-23 33 0003 M J ALTENHOFEN ET AL K J GROVER & S K GROVER P J BALTHAZOR & M BALTHAZOR 1342 REST POINT CIR 1315 REST POINT LA 1406 REST POINT RD ORONO MN 55364 ORONO MN 55364 ORONO MN 55364 MARK J ALTENHOFEN KEVIN J GROVER AND PAUL J BALTHAZOR 1342 REST POINT CIR SUSAN K GROVER MICHELE BALTHAZOR MOUND MN 55364 1315 REST POINT LA 2002 SUGARWOOD DR MINNETRISTA MN 55364 LONG LAKE MN 55356 38 07-117-23 310023 38 07-117-23 32 0053 38 07-117-23 33 0004 RYAN P SCOTT/CORRIN W SCOTT GEORGE T & CANDACE F AHERN TAMALA S GREIBER TRUST 1348 REST POINT CIR 1325 REST POINT LA 1398 REST POINT RD ORONO MN 55364 ORONO MN 55364 ORONO MN 55364 RYAN P SCOTT/CORRIN W SCOTT GEORGE THOMAS AHERN TAMALA S GREIBER 1348 REST POINT CIRCLE CANDACE F AHERN 1398 REST POINT RD ORONO MN 55364 1345 REST POINT LA MOUND MN 55364 MOUND MN 55364 38 07-117-23 310024 38 07-117-23 32 0054 38 07-117-23 33 0005 C J JORDAN & D D JORDAN G T AHERN & C F AHERN GREGORY A HUELER 1350 REST POINT CIR 1345 REST POINT LA 1390 REST POINT RD ORONO MN 55364 ORONO MN 55364 ORONO MN 55364 CLAUDE J JORDAN GEORGE T AHERN GREGORY A HUELER DEBORAH D JORDAN CANDACE F AHERN PO BOX 876 1350 REST POINT CIRCLE 1345 REST POINT LA WAYZATA MN 55391 MOUND MN 55364 MOUND MN 55364 38 07-117-23 32 0002 38 07-117-23 32 0056 38 07-117-23 33 0006 J HOUTMAN/K J HOLTMAN TRUSTS K GILLISPIE-COHEN/S C COEN J T NYGARD & K M NYGARD 1340 REST POINT LA 4685 NORTH SHORE DR 1386 REST POINT RD ORONO MN 55364 ORONO MN 55364 ORONO MN 55364 JAMES HESSEL HOUTMAN KELLI GILLSPIE-COEN J T NYGARD & K M NYGARD KRISTINE JOANN HOUTMAN STEVEN C COEN 1386 REST POINT RD 204 WHISPERING PINES AVE 4685 NORTH SHORE DR MOUND MN 55364 FRIENDSWOOD TX 77546 MOUND MN 55364 38 07-117-23 32 0030 38 07-117-23 32 0059 38 07-117-23 33 0007 STEPHANIE FERRELL MOLLY PORTER/CAMRON PORTER E G DOBKIN & G DOBKIN 1310 REST POINT LA 4695 NORTH SHORE DR 1380 REST POINT RD ORONO MN 55364 ORONO MN 55364 ORONO MN 55364 STEPHANIE FERRELL MOLLY G PORTER EUGENE G DOBKIN 1310 REST POINT LA CAMERON J PORTER GALINA DOBKIN MOUND MN 55364 4695 NORTH SHORE DR 1380 REST POINT RD MOUND MN 55364 MOUND MN 55364 38 07-117-23 32 0031 38 07-117-23 32 0060 38 07-117-23 33 0011 D& J BOIES JR J K LANGHANS & S LANGHANS D W& J L RAHN 1360 REST POINT CIR 1366 REST POINT RD 1385 REST POINT RD ORONO MN 55364 ORONO MN 55364 ORONO MN 55364 DAVID B & JENNIFER BOIES JR JAMES K & SHEILA LANGHANS DAVID W & JODI L RAHN 1360 REST POINT CIRCLE 1366 REST POINT RD 1385 REST POINT RD MOUND MN 55364 MOUND MN 55364 MOUND MN 55364 38 07-117-23 32 0034 38 07-117-23 32 0061 38 07-117-23 33 0012 CHRISTINA C NILLISSEN AMY J MIGLINI G D GANGSTEE & K GANGSTEE 1365 REST POINT RD 1371 REST POINT LA 1374 REST POINT RD ORONO MN 55364 ORONO MN 55364 ORONO MN 55364 CHRISTINA C NILLISSEN AMY J MIGLINI GARY & KATHRYN GANGSTEE PO BOX 814 1371 REST POINT LA 1374 REST POINT RD WAYZATA MN 55391 0814 MOUND MN 55364 MOUND MN 55364 38 07-117-23 32 0037 38 07-117-23 32 0062 38 07-117-23 33 0013 GERLICHER LIVING TRUST D S WALSH & A L HEIEN D A WIEMER & K L WIEMER 1375 REST POINT RD 1354 REST POINT CIR 1405 REST POINT RD ORONO MN 55364 ORONO MN 55364 ORONO MN 55364 MICHAEL & LYNNE GERLICHER DENNIS WALSH/AMANDA HEIEN DAVID A WIEMER 1375 REST POINT RD 1354 REST POINT CIR KATHRYN L WIEMER MOUND MN 55364 MOUND MN 55364 1405 REST POINT RD MOUND MN 55364 38 07-117-23 32 0038 38 07-117-23 33 0001 JAMES H HOUTMAN TRUST ETAL LAKE MINNETONKA PROP LLC 1373 REST POINT RD 1410 REST POINT RD ORONO MN 55364 ORONO MN 55364 JAMES HOLTMAN TRUSTEE LAKE MINNETONKA PROP LLC KRISTINE HOUTMAN TRUSTEE C/O 2575 HAMLINE AVE N #B 204 WHISPERING PINES AVE ROSEVILLE MN 55113 FRIENDSWOOD TX 77546 Hennepin County has developed electronic forms of certain property information databases. Hennepin County makes reasonable efforts to produce and publish the most current property information available. The viewer should understand, however, that Hennepin County makes no representation or warranties, either express or implied, or as to merchantability or fitness for a particular purpose regarding the accuracy and/or completeness of the information contained herein. Hennepin County Locate & Notify Map Date: 7/17/2023 4G29 4625} 4;; -,i0 4615 \ 4705 I X95 e� 1337 037 , 45d 1347 m iia. 13$5 137; 13 x 1360 1396 frI 1394 (6, 1399 �' � n ray (4 1414 West Arlt} CrPonrPri •# r 1340 342 1346 PI) } `• l Cai Buffer Size: 500 0 50 100 200 Feet Map Comments: 1 1 1 1 1 1 1 1 1 1380 Rest Point Road This data (i) is furnished 'AS IS' with no representation as to completeness or accuracy; (ii) is furnished with no warranty of any kind; and (iii) is notsuitable for legal, engineering or surveying purposes. Hennepin County shall not be liable for any damage, injury or loss resulting from this data. For more information, contact Hennepin County GIS Office 300 6th Street South, Minneapolis, MN 55487 /gis.info@hennepin.us Date Application Received: 07/19/2023 Date Application Considered as Complete: 07/25/2023 60 -Day Review Period Expires: 09/23/2023 To: Chair Bollis and Planning Commission Members Adam Edwards, City Administrator From: Natalie Nye, Planner Date: August 21, 2023 Subject: LA23-000042, Allison Houston, 4731 North Shore Drive, Variance, Public Hearing Application Summary: The applicant is requesting a variance in order to construct a new deck and patio within a bluff setback. Staff Recommendation: Planning Department Staff recommends denial of the variance as applied. Background The applicant is proposing to enlarge a deck on the west side of their home within a bluff setback. The City prohibits any buildings or structures within 30 feet of a top of bluff. The subject property contains a bluff along the western property line. The entirety of the existing deck and at -grade patio are within the bluff setback. The deck was originally approved with variances when the house was constructed in 2013. The applicant is proposing to expand the deck within the bluff setback as well as expand the at -grade patio beneath the deck. The subject property has several improvements that were constructed without proper permits. The applicant is proposing to remove an existing patio and a lakeside deck that were constructed by a previous owner without permits. Additionally, through the removal of said improvements, the property will be brought into compliance with hardcover. The property currently is at 28.4% hardcover and the proposal will bring the property down to 24.5%. Due to the sensitivity of the bluff, Staff does not support the application as applied. Practical Difficulties Analysis Applicant Submittal Information: The applicant has identified the substandard lot size and width as practical difficulties. In addition, the applicant has identified the existing improvements and the natural landscape of the lot as a hardship. The commission should ask the applicant for additional testimony identifying additional practical difficulties supporting the enlarged deck request. Planning Staff Practical Difficulty Analysis: Staff finds that there are a practical difficulties in the size and width of the lot. The subject property is substandard in size and width. The 1_11-113 Zoning District requires a 1 acre minimum and a minimum width of 140 feet. The subject property is 0.26 acres in size and only 60 feet in width. The subject property has several improvements on the property that are nonconforming and within the sensitive bluff impact zone. Expansion of the existing deck is not possible without a variance from the required 30 -foot bluff setback. While staff finds practical difficulties in the lot, the subject property currently has a deck and patio that allow for full use and enjoyment of the lot. The existing deck may be LA23-000042 August 21, 2023 Page 2 of 5 repaired or even reconstructed in-kind, per City code. Any expansion of the deck and patio are not permitted and would further disturb the sensitive area of the bluff. While staff is supportive of the removal of nonconforming improvements and reduction in hardcover, staff cannot support the proposal as applied. LOT ANALYSIS WORKSHEET Section 78-350— Setbacks: DISTRICT 1_11-113 Required Existing Proposed Rear (Street) 30' 30' 30' Side (West) 7.5' 10' 10' Side (East) 7.5' 11' 11' Lakeshore 75' 99' 99' Bluff Building Setback 30' from Top of Bluff 10' 8' Bluff Impact Zone 20' from Top of Bluff 10 8' Average Lakeshore Met Section 78-350 — Lot Area/Width: DISTRICT LR -1B Lot Area Lot Width Required 43,560 s.f. (1.0 acres) 140' Actual 11,157 (0.26 acre) 60' @ 75'/ 60' @ OHWL Section 78-1680 and 78-1700 — Hardcover Calculations: Stormwater Allowed Existing Overlay District Total Area Hardcover Hardcover Proposed Hardcover Tier Tier 1 11,157 s.f. 2,789.25 s.f. 3,338 s.f. 3,185 s.f. (25 %) (28.4%) (24.5%) Applicable Regulations: Bluff Setback (Section 78-1279) The City Code prohibits the construction of buildings or structures within 30 feet of a top of bluff. The code also defines the most sensitive area as a bluff impact zone, which is defined as 20 feet from the top of bluff. Regulations are in place to protect bluffs in order to reduce the risk of slope failure and minimize erosion and sediment in the waterways. The subject property has existing improvements within the bluff impact zone and in front of the bluff setback line. The proposed project expands the existing deck and at -grade patio within the bluff impact zone. The application also proposes the removal of a large patio and fireplace that are also within the bluff impact zone. Governing Regulation: Variance (Section 78-123) In reviewing applications for variance, the Planning Commission shall consider the effect of the proposed variance upon the health, safety and welfare of the community, existing and anticipated traffic conditions, light and air, danger of fire, risk to the public safety, and the effect on values of property in the surrounding area. The Planning Commission shall consider recommending approval for variances from the literal provisions of the Zoning Code in instances where their strict enforcement would cause practical difficulties because of circumstances unique to the individual property under consideration, and shall recommend approval only when it is LA23-000042 August 21, 2023 Page 3 of 5 demonstrated that such actions will be in keeping with the spirit and intent of the Orono Zoning Code. Economic considerations alone do not constitute practical difficulties. Practical difficulties also include but are not limited to inadequate access to direct sunlight for solar energy systems. Variances shall be granted for earth -sheltered construction as defined in Minn. Stat. §216C.06, subd. 14, when in harmony with this chapter. The board or the council may not permit as a variance any use that is not permitted under this chapter for property in the zone where the affected person's land is located. The board or council may permit as a variance the temporary use of a one -family dwelling as a two-family dwelling. According to MN §462.357 Subd. 6(2) variances shall only be permitted when: 1. The variance is in harmony with the general intent and purpose of the Ordinance. The proposed variance is not in harmony with the purpose of the Ordinance. The proposed deck expansion is within the bluff impact zone of 20 feet and does not conform to the required bluff setback of 30 feet. The current deck is located within the sensitive impact zone bluff zone, but is permitted to remain. Further expansion is not permitted and not supported by practical difficulties. This criterion is not met. The variance is consistent with the comprehensive plan. The proposed variance is not consistent with the comprehensive plan. The comprehensive plan emphasizes the protection of natural resources including our natural waterways. The bluff setbacks protect sensitive slopes and prevent erosion. The variance to further disturb and build within a bluff impact zone is not consistent with the comprehensive plan. This criterion is not met. 3. The applicant establishes that there are practical difficulties. a. The property owner proposes to use the property in a reasonable manner not permitted by the official controls; The expansion of the deck and patio within the bluff impact zone is not supported by practical difficulties and therefore is not a reasonable use of the property. This criterion is not met. b. There are circumstances unique to the property not created by the landowner; The lot size, width, topography, and existing improvements have not been created by the current homeowner. c. The variance will not alter the essential character of the locality. The variance if approved would further disturb the sensitive bluff area, which may negatively impact the slope and Lake Minnetonka. This criterion is not met. Additionally City Code 78-123 provides additional parameters within which a variance may be granted as follows: 4. Economic considerations alone do not constitute practical difficulties. Economic considerations have not been a factor in the variance approval determination. 5. Practical difficulties also include but are not limited to inadequate access to direct sunlight for solar energy systems. Variances shall be granted for earth -sheltered construction as defined in Minn. Stat. § 216C.06, subd. 17, when in harmony with Orono City Code Chapter 78. This condition is not applicable. 6. The board or the council may not permit as a variance any use that is not permitted under Orono City Code Chapter 78 for property in the zone where the affected person's land is located. This condition is not applicable, as a single-family residence is an allowed use in the LR -1B District. 7. The board or council may permit as a variance the temporary use of a one -family dwelling as a two-family dwelling. This condition is not applicable. LA23-000042 August 21, 2023 Page 4 of 5 8. The special conditions applying to the structure or land in question are peculiar to such property or immediately adjoining property. The special conditions of the property include the substandard lot size, substandard lot width, topography, and location of existing structures. Many properties in the same neighborhood have similar conditions and must adhere to the required bluff setback. This criterion is not met. 9. The conditions do not apply generally to other land or structures in the district in which the land is located. There are no special conditions that are unique to the property. This criterion is not met. 10. The granting of the application is necessary for the preservation and enjoyment of a substantial property right of the applicant. The existing home on the property has an existing deck and at -grade patio. The expansion of the deck is not necessary for the preservation and enjoyment of the property. This criterion is not met. 11. The granting of the proposed variance will not in any way impair health, safety, comfort or morals, or in any other respect be contrary to the intent of this chapter. Granting the requested variances would be contrary to the intent of the zoning chapter. This criterion is not met. 12. The granting of such variance will not merely serve as a convenience to the applicant, but is necessary to alleviate demonstrable difficulty. The setback variance to construct within a bluff impact zone is not necessary. The property currently has outdoor space that can be used. There are not practical difficulties that support the expansion of the current deck and patio. The requested variance seems to be a convenience to the applicant. This criterion is not met. The Commission may recommend or Council may impose conditions in granting of variances. Any conditions imposed must be directly related to and must bear a rough proportionality to the impact created by the variance. No variance shall be granted or changed beyond the use permitted in this chapter in the district where such land is located. Engineer Comments The City Engineer has not reviewed the proposed plan. A thorough review will be conducted at the time of building permit. Public Comments No public comments have been received related to this application. Issues for Consideration 1. Does the Planning Commission find that that the property owner proposes to use the property in a reasonable manner which is not permitted by an official control? 2. Does the Commission find the removal of the nonconforming lakeside deck and large patio to offset the expansion of the existing deck and patio within the bluff impact zone? 3. The Commission should discuss if the property owner has reasonable use of the property. 4. Are there any other issues or concerns with this application? Planning Staff Recommendation The proposal of expanding the existing deck and patio on the west side of the home is not supported by staff due to the sensitive nature of the bluff. The proposal decreases the setback of the deck to the top of bluff from 10 feet to 8 feet. The entire project will disturb land and soil LA23-000042 August 21, 2023 Page 5 of 5 that may impact the security of the slope. Planning staff recommends denial of application for a bluff setback variance as requested. Staff also recommends that the removal of the lakeside deck is done immediately, regardless of the outcome of the variance. List of Exhibits Exhibit A. Application Exhibit B. Practical Difficulties Documentation Form Exhibit C. Narrative Exhibit D. Survey Exhibit E. Plans Exhibit F. Hardcover Calculations Exhibit G. Resolution 6206 (original approval of house and deck) Exhibit H. Property Owners List and Map 8/9/23, 3:09 PM Permit Details I Citizenserve Land Use Application Summary Application Date: 07/19/2023 Address: 4731 North Shore DR Orono, MN 55364 Parcel Number: 0711723320067 Land Use Number: LA23-000042 Application Submitted By: Property Owner Owner: Name: JUSTIN B HOUSTON Address: JUSTIN B HOUSTON and ALLISON J HOUSTON Name: Allison Houston Applicant: Company: Address: 4731 North Shore Drive Orono, MN 55364 allisonjhouston@gmail.com Contact Information: Associated Contact: Cori Johnson cori@nrdlandscape.com Associated Contact: Associated Contact: Associated Contact: We would like to redesign and make improvements to our outdoor deck and patio area to better fit the scale of the home/property and to consolidate those areas so that the proposed patio sits directly below the proposed deck. This will be located on the side of the house to minimize obstruction of view from neighboring properties. There is an existing patio that we would like to Project Description: remove and turn that impervious space into a pervious space with plantings and grass. We have made no exterior improvements to the home since purchasing it in 2021 and want to make some improvements to the space while reducing the overall hardcover on our property. Our proposed deck will use helical piles for footings which has a minimal impact on the existing terrain and landscape. We will need a variance because of a bluff set back. Land Use Application Type: Amendmend Application Appeal of Admin Decision Concept Application Conditional Use Permit J Site Plan Application - Subdivision Application Subdivision Exception https://www4.citizenserve.com/Admin/PerrnitController?Action=DisplayPermitDetaiI&SelectedTab=Permits&Permit_ID=12077895&WorkOrder_ID=874... 1/2 8/9/23, 3:09 PM Permit Details I Citizenserve Vacation Application Variance Application Applicant Signature: https://www4.citizenserve.com/Admin/PerrnitController?Action=DisplayPermitDetaiI&SelectedTab=Permits&Permit_I D=12077895&WorkOrder_I D=874... 2/2 8/9/23, 3:10 PM Permit Details I Citizenserve PRACTICAL DIFFICULTIES DOCUMENTATION FORM LA23-000042 1. The property owner proposes to use the property in a reasonable manner not permitted by the Zoning Chapter. Response: We would like to use our outdoor living space to enjoy all that Minnesota has to offer for a growing family. We are very happy to be joining the Orono community and look forward to social gatherings at our home and integrating ourselves into our neighborhood. 2. The plight of the landowner is due to circumstances unique to his property not created by the landowner. Response: The topography and dimensions of the lot disallow any space for an appropriately sized outdoor living area to be added without utilizing a variance due to the bluff set back. 3. The variance, if granted, will not alter the essential character of the locality. Response: The location where we plan to place the outdoor space abuts the undeveloped ravine. Our project will have no negative impact on our neighbors. It will only benefit our family and our community as we host other families for dinners and social gatherings. Construction methods will be taken into consideration given the bluff with the use of helical pile footings. We also propose erosion control/silt fence to be utilized to prevent any runoff or erosion during the construction project. 4. Economic considerations alone do not constitute practical difficulties if reasonable use for the property exists under the terms of the Zoning Chapter. Response: Unfortunately, because of the topography of our land, no reasonable alternatives exist. This is not an economic problem but a topographic challenge. 5. Practical difficulties include, but are not limited to, inadequate access to direct sunlight for solar energy systems. Variances shall be granted for earth -sheltered construction as defined in Minnesota Statutes, Section 1167.06, Subd. 2, when in harmony with this Chapter. Response: N/A 6. The Board of Appeals and Adjustments or the Council may not permit as a variance any use that is not allowed under this Chapter for property in the zone where the affected person's land is located. Response: N/A 7. The Board or Council may permit as a variance the temporary use of a one -family dwelling as a two-family dwelling. Response: N/A 8. The special conditions applying to the structure or land in question are peculiar to such property or immediately adjoining property. https://www4.citizenserve.com/Admin/PerrnitController?Action=DisplayPermitDetaiI&SelectedTab=Permits&Permit_ID=12077895&WorkOrder_ID=874... 1/2 8/9/23, 3:10 PM Permit Details I Citizenserve Response: Yes, this is a unique piece of land that has required thoughtful consideration on ways to maximize use and enjoyment. 9. The conditions do not apply generally to other land or structures in the district in which said land is located. Response: Yes, again because of both dimensions and slope of the lot. 10. The granting of the application is necessary for the preservation and enjoyment of a substantial property right of the applicant. Response: When moving back to Minnesota from Ohio, we chose specifically to live on Lake Minnetonka for all of the recreation available. Our family loves to be outdoors and needs an accessible and larger space to congregate, build community and relationships. Our planned outdoor living space will provide this and again, better fit the scale of the home and property. 11. The granting of the proposed variance will not in any way impair health, safety, comfort, morals, or in any other respect be contrary to the intent of the Zoning Code. Response: It will not. 12. The granting of such variance will not merely serve as a convenience to the applicant but is necessary to alleviate demonstrable difficulty. Response: Granting our variance is not for our convenience. If there were another location on our property to add a similar outdoor living space, we would certainly choose that location. However, as the City was able to allow the original builders a variance for the existing deck, we are hopeful we can expand this and update our home. The proposed deck will use updated technology with the use of helical pile footings and reduce the impact to the surrounding landscape. With this project we also plan to make modifications to the property to reduce the overall hardcover percentage. https://www4.citizenserve.com/Admin/PerrnitController?Action=DisplayPermitDetaiI&SelectedTab=Permits&Permit_I D=12077895&WorkOrder_I D=874... 2/2 Thank you for considering our application for a bluff set back variance. Our family purchased 4731 North Shore Drive in 2021 and have loved the home and city. We have two young children who are now in local schools and we are thrilled to be getting more involved in our community. One of the most meaningful parts of our family life is sharing time together and with friends. We prefer to be outside whenever possible so having an outdoor living space is essential to us. We have done a lot of research on ways to modify our space to accommodate a larger deck while also maintaining our land's viability for years to come. We want to be thoughtful about our land use and therefore retained a local company to help us, NRD Landscape. This project will be very impactful for our family and so we will utilize whatever resources possible to make it a reality. Please contact us at any time with questions or suggestions. Thank you! Site Plan UTve FOr: 10 Dora nsfourd Iran ManLrrwd 0 PBroles Iron "Dnjmgnr AOX.0 Danc-Ws EwslinG Ekwzai njc�y Danobm Ewathg C -Dr uts D ONN BOTS I I ON .73 �Danahm Prue+mall E*Yetcvr PLVcTty lucawd in Section Paw 25, township 34 Rank 24, Am&L County, Minnesota 1 �� 4 5P 444 `4 F �~ { 'A s-Zhifil Elevations' 41 Top ofRlcrk jrKwch gar wall] 97�)-G � ��'�#" ti�-•. � ��k ��_ �� Tcrp Url3lucic (hauae satry) 975.3 Top of Black (rnain house) 9 1777,3 4 x Garage Fluor 378. .4 a* T°`• Lrc5'cs' Fto0? _ 967,G 5 1 J -q. J, L w x Pro ed Addition Elevations � h 379.6 r ILka j / }y N V 4 ! 5 apo ed De k &pa o we o ehwe h red �' h Drhm Approximate # Proposed Do Bluff line �� r F-tirq Patio - &.,r material { 1 (from 2013 ` G, .. .l survey) x L db } 4 I r rr ! REMOVE EXISTING e-00 t 7 r 4 REMOVE f Replace dwith Cr 1 / h No -'� t ;, f • REMOVE Ex Fre Pie r . 4 725 t 8 Rg1we ukh Grass Hardr er.Lly 2023 v lot Area 11,752 eq, ft Concrete 624 sq, ft APPROX. 35ETBACK BLIIFF LME EH1592 sq ft 0 1' �' �• 1 \ , Dem @ L ke 173 a ft D + s � Deck @ Lae 165 sq ft r 1 ti Ber atdMRI = 302 n ft ,y I ♦ 1 tiv Ewlde Wall Credt -302 sq ft •yrrJJ �- 5 ♦ ` r i I Parer Pato (rat. „der dem) 375 sq ft k L JIy ' ♦ y - \Fre Feature = 24 sq ft Steµs and Pavers to Lake = 360 sq ft 1 I, _% - + L � ' + 1 ♦ / 4 Eges 11 Wall = 9 so•. ft l k T+ l kk ♦ •• 'IEgesswell Wall crit. _ -9 sq ft 4 (90 sqof r[ proposed pN'o uM'e apaart'i 125 sq ft k y 4 k 1 x 4 5 'k 4 ♦ ?C 1'� M+i'� \ Proposed Removal of Patio rot —kr deck (per plm) _ -375 sq ft x y k } y ` - Er Lay/Silt Ferue Proposed Removal of Fre Feature = -24 eq ft 5 1 4 \ 4 4 4 k x r ( im c—trvction) Pra�d Removal of Deck @ Lake Deck @ Lake = -165 sq, ft �f 5 4 4 4 5 + 1 f J Total = 2874 sq ft k5 4 y k Percentage = 24.45 percent 4 ODe fF • l r 'L }. l i 4 �4% 1 4��4JyJI �ry}r/+ lr +fes M1y1 14 k kk kik- F4e4 ! ! 1 F 5 \1 IF 1 i i 44k4 `�4ti4 oen ),53 r4 4 j 4. 4 k hoary — 173 ft;t � � � 'ry+F 4 �� ti •4 l�-� ~ k yry '�kq� Y+ti�,�Mvrc ny�f�fM1 i Ci —5t y5ovk1ef .9145 302 5q t= f t;t \�L.., + P1 Iii 5q ft# deck - iuytandling unpermrtim payed � onto Crtyr RCW gly f walkway LEGAL DESC PTION: Lot 6, and d4c rKnd wostcrly 10.00 feet of got 5. Block 5, BEROIJIST tanc}Iumrk: Tap Rim ofCRy of Wad 141orbalo IC LIJND'S PARK, and that part of Lake Smit (to he vacaled)lysng Eft-olian - 971,6T bctw=n the auchwn-terly e%IMS1017IN 0 f the nrarth WCACTly Iine of said LAA 6 and the 301Ahca5tCT1}' lick of the northwesterly 10.00 of said Lot 5. Hennepin. County, Mimes= project No, 82019E Scale; 1" =20' 1C019YniltM1$!5 rM.otNn.OrrIVY+W-MorKMnMUY+MaraF4WrMY dilad eupervreim end Ma I ern ■ &lye Livanaed Land S wmrr ruder F.B.No. Cert fty Im Inks De■>a Smmd FJnnox" A&MW 47 1 NwAh Shure Drive 5urr�yed this 5th der of y 4r Removal of existing lakeside dock/deck Ex. Edging $ Plant Bed Ex. Boulder Wall /DExponsion / Relocate I down spout - TBD $ done by other Proposed Door Revised 8 -ICS -23 Revised 8-15-23 REV SED 8-7-23 Concept Design Houston Residence 4731 North Shore Dr, Orono, ISN SCALE: I" = 8' mnv 7n?� N1:1 R 1:1 D landscape desig �oNo City of Orono s Hardcover Calculation Worksheet F L e kESHOAE Property Address: f --A —S 1 0 5'('C- Uri y"� Prepared by: co f ` ��� ,�� _ f\1 1� L— - Date: 2 / wZ Stormwater Quality Overlay District Tier: (Circle one Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 1: EXISTING HARDCOVER In the following table identify all items of existing hardcover on the property, keyed by letter to site plan or survey (must accompany this form). Use as many lines as necessary to accurately depict existing hardcover status of the property. For Tier 1 properties, identify any features by letter which are within the 75 -foot setback or split at the 75' setback line and calculate hardcover square footage separately for each portion. Key to Hardcover Item (Describe) Survey(Square Length x Width Total Feet (Example) (Garage) (24'x 30' 720 S.F. A S r-- S Z S.F. B 1� Z S.F. C e C- S.F. D (�� S.F. E Pe ate. -� c b S.F. F i r` %+Z 2 S.F. G 1 S.F. H ^_ Q C S.F. S.F. J S.F. K S.F. L S.F. M S -F. N S.F. O S.F. P S.F. Q S.F. R S.F. S S.F. T S.F. u S.F. V S.F. W S.F. X S.F. Y S.F. Z S.F. (1) Total Existing Hardcover S.F. Excludable Hardcover (See City Code Sec 78-1684): F --O"! t — 2 S.F. �— f -e S.F. S.F. S.F. S.F. (2) Total Excludable Hardcover 3 ( S.F. (3) Net Existing Hardcover [Subtract line (2) from line (1)] S.F. (4) Total Lot Area Existing Hardcover Percentage 1(3)+(4)] ^') % S.F. �oNo City of Orono Hardcover Calculation Worksheet 'kFSNOR� Property Address: Prepared by: �-� Date: � of i Ud y-j-ci -� — i�12i� � _ 23 Stormwater Quality Overlay District Tier: (Circle one (�ie 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 2: PROPOSED HARDCOVER In the following table, identify all items of proposed hardcover on the property, keyed by letter to site plan or survey (must accompany this form). Include all existing hardcover items that are intended to remain, as well as all proposed hardcover items that will be added. Use as many lines as necessary to accurately depict proposed hardcover status of the property. For Tier 1 properties, identify any features by letter which are within the 75 - foot setback or split at the 75' setback line and calculate hardcover square footage separately for each portion. Key to Hardcover Item (Describe) Survey(Square Length x Width Total Feet (Example) (Garage) 24' x 30' 720 S.F. A I -Z- S.F. 8 v -'r_/ S.F. C a v S.F. D -' C Z S.F. E _ S.F. F -� S.F. G Do- Z 45 S.F. H S.F. I S.F. J S.F. K S.F. L S.F. M S.F. N S.F. O S.F. P S.F. Q S.F. R S.F. S S.F. T S.F. U S.F. V S.F. W S.F. X S.F. Y S.F. Z S.F. (1) Total Proposed Hardcover '3 i S.F. Excludable Hardcover (See City Code Sec 78-1684): S.F. W — S.F. S.F. S.F. S.F. (2) Total Excludable Hardcover S.F. (3) Net Proposed Hardcover [Subtract line (2) from line (1)] 7—f -7 Lt S.F. (4) Total Lot Area S.F. Proposed Hardcover Percentage [ (3) _ (4) ] 2,Lf + L6 °/, II II I VIIII III IVIIIVIIIVIIIIII lu �I Doc No A09938685 Certified, filed and/or recorded on 4/12/13 10:00 AM Office of the County Recorder Hennepin County, Minnesota Martin McCormick, County Recorder Mark V. Chapin, County Auditor and Treasurer Deputy 52 Pkg ID 957359M Doc Name: Variance Document Recording Fee $46.00 Document Total $46.00 This cover sheet is now a permanent part of the recorded document. CITY of ORONO RESOLUTION OF THE CITY COUNCIL NO. 6 20 6 A RESOLUTION GRANTING VARIANCES TO ORONO MUNICIPAL CODE SECTIONS 78-330 AND 78-1279 FILE NO. 12-3582 WHEREAS, BWB Holdings, LLC, a Minnesota Limited Liability Company, (hereinafter "Owner") is the owner of the property located at 4731 North Shore Drive within the City of Orono (hereinafter "City") and legally described as: Lot 6, and the northwesterly 10.00 feet of Lot 5, Block 5, Bergquist & Wicklund's Park, and that part of vacated Lake Street lying between the southwesterly extensions of the northwesterly line of said Lot 6 and the southeasterly line of the northwesterly 10.00 feet of said Lot 5, Hennepin County, Minnesota (hereinafter "the Property"); and WHEREAS, Colson Custom Homes, LLC, a Minnesota Limited Liability Company, (hereinafter the "Developer") has an interest in the Property; and WHEREAS, the Developer has made application to the City for variances to Orono Code Section 78-330 to allow construction of a new residence on a lot with an area of 11,752 feet (0.26 acres) and a defined width of approximately 60 feet where 43,560 square feet (1.0 acre) and 140 feet of width are normally required; and WHEREAS, the Developer has made application to the City for a variance to Orono Code Section 78-1279(2) to allow construction of a new residence 12 feet from the top of bluff where a 30 foot setback is normally required; and WHEREAS, the Developer has made application to the City for a variance to Orono Code Section 78-1279(2) to allow construction of an elevated deck 2 feet from the top of bluff where a 30 foot setback is normally required; and WHEREAS, the Developer has made application to the City for a variance to Orono Code Section 78-1279(3) to allow the proposed home to encroach 10 feet into the 20 foot bluff impact zone; and WHEREAS, the Developer has made application to the City for a variance to Orono Code Section 78-1279(3) to allow the proposed elevated deck to encroach entirely within the 20 foot bluff impact zone; and WHEREAS, the Developer has made application to the City of Orono for a variance to Orono Municipal Zoning Code Section 78-330 to allow a 10 -foot side street setback for the home from the adjacent unimproved alley right-of-way and a 10 -foot setback from said Page 1 of 6 J� CITY of ORONO RESOLUTION OF THE CITY COUNCIL NO. 6 20 6 alley for a lake side deck where a 35 -foot setback from the alley is normally required in conjunction with the construction of a new residence; and WHEREAS, in order to accommodate the proposed house location the grading of a swale is proposed on the bluff, down slope from the top of bluff in order to manage the stormwater on the Property; and WHEREAS, after due published notice and mailed notice in accordance with Minnesota Statutes and the Orono, Minnesota, City Code, the Orono Planning Commission held a public hearing on January 22, 2013 at which times all persons desiring to be heard concerning this application were given the opportunity to speak thereon. Minnesota: NOW, THEREFORE BE IT RESOLVED by the City Council of Orono, FINDINGS This application was reviewed as Zoning File 12-3582. 2. The Property is located in the LR -113 One Family Lakeshore Residential Zoning District which requires a minimum lot area of 1.0 acres and a minimum lot width of 140'. 3. The Planning Commission reviewed this application at a public hearings held on January 22 and February 19, 2013 and recommended approval of the variances based on the following findings: a. The Property contains 11,752 square feet (0.26 acre) in area and has 60 feet in width at the OHWL and 60 feet in width at the 75 -foot lake setback. b. Sanitary sewer is available. c. There is no additional land available to bring the lot area or lot width into conformity. d. Similar variances were granted by the City of Orono in 2006 by Resolution No. 5553 in conjunction with a lot line rearrangement application. Those variance approvals have zince expired. e. VVith the exception of a greater setback variance request for a 10 -foot setback from the alley (13 -foot setback was granted in 2006), the Developer's Page 2 of 6 04`��'0 Af cp� CITY of ORONO RESOLUTION OF THE CITY COUNCIL NO. 6Q6 proposal is generally consistent with the plans as approved by Resolution No. 5553. f. At 24.6% of the gross lot area the proposal conforms to the hardcover limitations for a Tier 1 lot. g. The topography, the adjacent undeveloped alley, the shared access and shape of the Property create practical difficulties in locating the home in a conforming location. h. The Planning Commission recommended the patio and deck location be revised to be consistent with the 2006 approvals. i. Newly revised topographic information for the Property results in the top of bluff location depicted further up the slope than was shown in 2006. The Planning Commission's recommendations regarding the deck and patio were based on the 2006 approval and the top of bluff as identified in 2006. The revised plan submitted by the Developer meets the Planning Commission's recommendation but does result in greater encroachments of the bluff and bluff impact zone with structure and grading. j. The Developer's request will alleviate practical difficulties inherent to the Property and not created by the Developer. k. The Developer's request will not alter the essential character of the neighborhood and will result in minimal negative impact on adjacent properties. I. The Developer's request is in harmony with the purpose and intent of the ordinance. m. The Developer has demonstrated that enforcing the side, street setbacks; lot area and lot width; and bluff setback provisions of the Zoning Ordinance deprive the Developer of the reasonable use of the Property. 4. The City Council has considered this application including the findings and recommendation of the Planning Commission, reports. by City staff, comments by the Developer and the public, and the effect of the proposed variances on the health, safety and welfare of the community. 5. The City Council finds that the conditions existing on this Property are peculiar to it and do not apply generally to other property in this zoning district; that granting Page 3of6 LW CITY of ORONO // RESOLUTION OF THE CITY COUNCIL :4 NO. 62x6 the variance would not adversely affect traffic conditions, light, air nor pose a fire hazard or other danger to neighboring property; would not merely serve as a convenience to the Developer, but is necessary to alleviate a practical difficulty; is necessary to preserve a substantial property right of the Owner; and would be in keeping with the spirit and intent of the Zoning Code and Comprehensive Plan of the City. CONCLUSIONS, ORDER AND CONDITIONS Based upon one or more of the above findings, the Orono City Council hereby grants the following: a variance to Orono Municipal Zoning Code Section 78-330 to allow construction of a new residence on a lot with an area of 11,752 feet (0.26 acres) and a defined width of approximately 60 feet where 43,560 square feet (1.0 acre) and 140 feet of width are normally required; a variance to Orono Code Section 78-1279(2) to allow construction of a new residence 12 feet from the top of bluff where a 30 foot setback is normally required; a variance to Orono Code Section 78-1279(2) to allow construction of an elevated deck 2 feet from the top of bluff where a 30 foot setback is normally required; a variance to Orono Code Section 78-1279(3) to allow the proposed home to encroach 10 feet into the 20 foot bluff impact zone; a variance to Orono Code Section 78-1279(3) to allow the proposed elevated deck to encroach entirely within the 20 foot bluff impact zone; and a variance to Orono Municipal Zoning Code Section 78-330 to allow a 10 -foot side street setback for the home from the adjacent unimproved alley right-of-way and a 10 -foot setback from said alley for a lake side deck where a 35 -foot setback from the alley is normally required in conjunction with the construction of anew residence in conjunction with the construction of a new home, subject to the following conditions: 1. Council approval is based on the survey and building plans submitted by the Developer and annotated by City staff, attached to this Resolution as Exhibits A and B. Any amendments to the plans which are not in conformity with City codes will require further Planning Commission and City Council review. 2. Hardcover shall not increase above the allowed level of 2,938 square feet (25%) for this Tier 1 property. 3. The Developer will provide an analysis of the vegetative stability of the bluff performed by a qualified third party, and agrees to comply with recommended vegetative bluff stabilization measures as necessary prior to the issuance of the Certificate of Occupancy. 4. The site grading must not extend past the limits indented on the approved grading plan, attached as Exhibit A. Page 4 of 6 CITY of ORONO RESOLUTION OF THE CITY COUNCIL NO. 9 0 � 5. The Developer's building permit survey and plans shall address any outstanding comments and recommendations of the City Engineer. 6. The home plans submitted are for the purpose of hardcover and setback review. The construction plans and surrey submitted for building permit will be reviewed for conformance with Orono's building height and number of stories calculation. The deck will be constructed using helical screw footings or other minimally invasive method as approved by the Building Official to avoid disturbance of the area closest to the top of the bluff. 7. Authorities granted by this resolution run with the Property not with the Owner, but are permissive only and must be exercised by obtaining a building permit for the new construction and commencing construction of said project. A framing inspection must be completed within one year of the date of Council approval, or the variances will expire on that date (February 25, 2014). 8. Violation of or non-compliance with any of the terms and conditions of this resolution shall constitute a violation of the zoning code, shall automatically terminate any authority granted herein, and shall be punishable as a misdemeanor. The undersigned Owner and Developer have read, understand and hereby agree to the terms of this resolution and on behalf of the Owner and the Owner's heirs, successors and assigns, hereby agree to the recording of this resolution in the chain of title of the Property. Adopted by the Orono City Council on the 25th day of February, 2013. ATTEST: Rachel Dodge, City Clerk n dJ: yy >p �� 1't. -.lry. •r1.'. Lili Tod McMillan, Mayor Page 5 of 6 P—roperty Owner -� STATE OF MINNESOTA COUNTY OF HENNEPIN CITY of ORONO RESOLUTION OF THE CITY COUNCIL NO. L 2 0 6 Thi instrument was acknowledged before me this �O day of fn)W-r,'N , 2013 by:� Ae&, its O , on behalf of the Owner. oto is `' + JOHN B HAERTZEN `� Notary Public State of Minnesota My Commission Expires January 31, 2017 STATE OF MINNESOTA COUNTY OF HENNEPIN This instrument was acknowledged before me this 2- day of 7qprt t 2013 by ,Rod n e.,!� 0/S b-) --- , its Vice r d e,4- on behalf of the Developer. C"S-tpJ- Li -r - Se,— Notary Public BARBARA G. SILUS NOTARY PUBLIC . MIWE$OTA My Commission Ex�Jan. 31, 2016 Page 6 of 6 FYhihit A The Gregory Group INVOICE NO. 80653 d.b.a. F.B.NO. 106412 LOT SURVEYS COMPANY, INC. SCALE: 1"= 20' Established in 1662 LAND SURVEYORS • Denotes Found tmnMonument REGISTERED UNDER THE LAWS OF STATE OF MINNESOTA O Denotes Iron uwnmrern 76DI 73rd Avwue North (763)360.3093 ED Denotes Wood Nub Set for Mim-polis, Mala 35428 Fax No. 560.35M arcavadorr oroY Surveyors Certificate A-°°°° Denotes F I If I; O°O.O Dermt® Proposed Proposed Site Plan For - Basis for bearings is COLSON CUSTOM HOMES /nnxi '„_. Denotes Eldsting Contours assumed Denotes Proposed Contours Property located in Section 11 7, Township 116, Range 23, \ \ Hennepin County, Minnesota r\ 1 \ Property Address 4731 North Shore Drive Ororro, Mimxaom 11 11 �i ai 9 ..•' Benchmark: Top Rim of City of Momrd Manhole 11392 `\ 11 i L--242() Elevation =971.67 \ \ m R -1 500...E NOM Proposed grades aro suOJeG m martin of so0 teals. �\ 1 1 ( 1989. / Proposed bWWag Inion mtlon must be rJreclmd wah \ 79` \ �` �\� V64.46 .: OWoved buftV plan and daelopnrem or Wading \ n Y 7� plan before excavatbn and ornstruc tan, \ or 17 \ 4, .. Proposed grades shown on Orb suety are I V I 70 lad4 kaeYWMk rm of proposed cornotn a from tlOne dmkmge, grading andlord--% trem plans NOTE The reb0onsldp between prof ibor / % j / \ 1 `\ `\ k yx p 977.3 a ewdlore m be vermes by b mbar• / n i I I \\ �` \\ Wads "need Top of Block main Ntle house wags Il N (\ Y.•1�o \ \�� 0 \ � � �� 84.2 978.3 prepared Top of Blotlt st hmma eMy \ 977.0 pmp aadGamespmor / /j��►I \\ `?slab �� Q.I 967.6 Proposed lowest Flom(basenmm a lower garage) // TyFnO Basement Walkout j 1 yOf Bufifttd 11 1 Y', CQJ `\ �lO / \ Proposed \ s. 75.9 a a 1 ti `• rw v wC sloe / � -0 J 977.3 I I I I\ Sj7 D Qo % i 1 1 IZOo 30 / \ 90 -6k9 l 9 Ba ��^ t aayea—;or a / 967.2 Oo���6 967i No. 4725 � f.--- m i jo �� i sod• / 00 9G7.2 967.2 r /,94 2 f , / i \gym s \ 0 ►r\ \ 9' \ Tw966\\2 / �\ I s90 `\` 1%w�\ ♦\ ; BY49`64.4(` (� Wad Tre Wsll s`\ ` ` , . a mss \ tPA9o; ` \ ..r� `r rw �. Proposed /Hardcover Q` `9s s`\ . `���� ` 0� \� �` ` 5.7 Lot area 11.7529gft—'' ` `� �iin �♦ \,( `.�a �` \�`. Brelding a 1,552sgft \� `rpt` ` CCB \ ; \ ` \ `� \R6`.S Exatirrg Dnveway 255 sq k Proposed Dnveway 439 sq ft StamwaytoLake 2/6 sq ft Stoop d Walk 42 sq ft Deck l 67 sq ft Optional patio / 50 9q ft 6 \ r�, •� \� '��.9 • ` ^y landscape $ WaNs 15 - ft Egress Window Wall 9 9q ft Percentage 24.55% Lot 6, and the northwesterly 10.00 feet of lot 5, Block 5, o� s2a` essr.6 BERQUIST & WICKLUNDIS PARK, and that part of Lake Ic Street (to be vacated)lying between the southwesterly extensions of the northwesterly line of said Lot 6 and the The only easermmts sham are rum Wam of record or Information southeasterly line of the northwesterly 10.00 of said Lot 5. provmed by went. Hennepin County, Minnesota I certify that this Wan, spedOcaden. or report was prepared by me or under my dhed superviabn and Brat I am a duty Licensed land , Surveyor under Bre laws of the State of Minnesota Surveyed this 11th day of October 2012. Per 10-22-12 hardcover calculations Dramr By g, .iA.aemen. 10-23-12 House location and Grades sow 11-29-12 hardcover revisions Pse Nama 1-18-13 Bluff zone. 2-1-13 deck, patio bwp&5m106412hIv80853.dwg Gregory trm.Reg. No. 24992 O'n SHWOH NOISM NOSIOD IIS Ull jq � hIIJIIIIU� � Il�llllli�llllll � 1 ��•'�q IIGIII�IIII 1. ll�lhll IIII�IIIII , '�' m�'�' I■ Ili � P � � � � I� i9•'� jig I a ;. 411 11..0 :, I � 111111 ll ;, Illmllml� NII, Mir ►,� �� � ullllou '� I, [•�I ]111111 I � v IIII II� I III�II I ��� 0 ............ IIIIIIIIIIIII�IIIIIIgIILlllllllllll�lllllllllllllllllllll " II EINII in 7m !�IIII� 11111111111111�i II?:nlYe!•.iois;l I � II I� IIIII��►L. I _::� hIVIIIIII �_IllVlllitil II _ � Ilio--------•- tsaa s oNmnmddo 11 ow 'a'a'nvemw.b aeo mno w of Jg� 02 8 NNW It : &," o of Jg� 02 8 • 01 STATE OF MINNESOTA ) ss COUNTY OF HENNEPIN ) The undersigned, being duly qualified and appointed City Clerk of the City of Orono, Minnesota, certifies that I compared the foregoing resolution adopted at the meeting of the Orono City Council on March 11, 2013 with the original thereof on file in my office, and the same is a correct transcription thereof. WITNESS my hand officially as such Administrative Assistant and the Corporate seal of the City this / 9, day of Ah tom—• , 2013. D�vLP�t� MorAca A Fadness, Admin Assistant City of Orono RUN DATE: 07/19/2023 HENNEPIN COUNTY PROPERTY INFORMATION SYSTEM (PROPERTY OWNERS LIST) PAGE: 1 38 07-117-23 32 0002 38 07-117-23 32 0021 38 07-117-23 32 0056 J HOUTMAN/K J HOUTMAN TRUSTS NAM & THANH PHAM K GILLISPIE-COHEN/S C COEN 1340 REST POINT LA 4755 NORTH SHORE DR 4685 NORTH SHORE DR ORONO MN 55364 ORONO MN 55364 ORONO MN 55364 JAMES HESSEL HOUTMAN NAM PHAM KELLI GILLSPIE-COEN KRISTINE JOANN HOUTMAN THANH PHAM STEVEN C COEN 204 WHISPERING PINES AVE 8812 138TH ST W 4685 NORTH SHORE DR FRIENDSWOOD TX 77546 SAVAGE MN 55378 MOUND MN 55364 38 07-117-23 32 0003 38 07-117-23 32 0022 38 07-117-23 32 0057 E & T CHRISTIANSON BEN A WASSCHER TRUST ETAL KIM G & HONI L MARONDE 4725 TONKAVIEW LA 4775 NORTH SHORE DR 4755 TONKAVIEW LA ORONO MN 55364 ORONO MN 55364 ORONO MN 55364 TERRY CHRISTIANSON BEN A WASSCHER TRUST KIM G & HONI L MARONDE 4641 TONKA VIEW LANE KATRINA WASSCHER TRUST 4755 TONKAVIEW LA MOUND MN 55364 4775 NORTH SHORE DR MOUND MN 55364 MOUND MN 55364 38 07-117-23 32 0004 38 07-117-23 32 0023 38 07-117-23 32 0058 ALLEN BREDESON & ERICA NOAH CITY OF ORONO A H RASCHER ET AL TRUST 4735 TONKAVIEW LA 4795 NORTH SHORE DR 4705 NORTH SHORE DR ORONO MN 55364 ORONO MN 55364 ORONO MN 55364 ALLEN BREDESON CITY OF ORONO ANDREW H & TRACY K RASCHER 4735 TONKAVIEW LA P 0 BOX 66 4705 NORTH SHORE DR MOUND MN 55364 CRYSTAL BAY MN 55323 MOUND MN 55364 38 07-117-23 32 0009 38 07-117-23 32 0025 38 07-117-23 32 0059 VIKTORYIA BANCHUK ERICH K BLAUFUSS/E BLAUFUSS MOLLY PORTER/CAMRON PORTER 4736 NORTH SHORE DR 4625 TONKAVIEW LA 4695 NORTH SHORE DR ORONO MN 55364 ORONO MN 55364 ORONO MN 55364 VIKTORYIA BANCHUK ERICH K BLAUFUSS MOLLY G PORTER 6627 TESSMAN LN ELIZABETH BLAUFUSS CAMERON J PORTER BROOKLYN PARK MN 55445 4625 TONKAVIEW LA 4695 NORTH SHORE DR MOUND MN 55364 MOUND MN 55364 38 07-117-23 32 0010 38 07-117-23 32 0026 38 07-117-23 32 0064 RYAN P TURNER J R ABRAHAMSON/D ABRAHAMSON J SPLETTSTOESER & B RADANT 4745 TONKAVIEW CT 4629 TONKAVIEW LA 4655 TONKAVIEW LA ORONO MN 55364 ORONO MN 55364 ORONO MN 55364 RYAN P TURNER JAMES R & DAWN ABRAHAMSON JOSEPH SPLETTSTOESER 4745 TONKAVIEW CT 4629 TONKAVIEW LA BRITTANY RADANT MOUND MN 55364 MOUND MN 55364 4655 TONKAVIEW LA MOUND MN 55364 38 07-117-23 32 0011 38 07-117-23 32 0027 38 07-117-23 32 0065 J C HARTFIEL & M S HARTFIEL A C SEVERSON & W L SEVERSON DAVID DARROW/JENNIFER ZICK 4749 TONKAVIEW CT 4635 TONKAVIEW LA 4685 TONKAVIEW LA ORONO MN 55364 ORONO MN 55364 ORONO MN 55364 JAMES & MARTHA HARTFIEL ALENA C SEVERSON DAVID DARROW 4749 TONKAVIEW CT WILLIAM L SEVERSON JENNIFER ZICK MOUND MN 55364 4635 TONKAVIEW LA 4685 TONKAVIEW LA MOUND MN 55364 MOUND MN 55364 38 07-117-23 32 0012 38 07-117-23 32 0050 38 07-117-23 32 0066 S A SCHAUER & F E KOUBSKY SUSAN J KRAFT B K ARENDS & T A ARENDS 4751 TONKAVIEW CT 4680 NORTH SHORE DR 4725 NORTH SHORE DR ORONO MN 55364 ORONO MN 55364 ORONO MN 55364 S A SCHAUER & F E KOUBSKY SUSAN J KRAFT BRADLEY K ARENDS 4751 TONKAVIEW CT 4680 NORTH SHORE DR TEMPEST A ARENDS MOUND MN 55364 ORONO MN 55364 4725 NORTH SHORE DR MOUND MN 55364 38 07-117-23 32 0014 38 07-117-23 32 0052 38 07-117-23 32 0067 LARRY A GREENHAGEN ET AL K J GROVER & S K GROVER J B HOUSTON & A J HOUSTON 4739 TONKAVIEW CT 1315 REST POINT LA 4731 NORTH SHORE DR ORONO MN 55364 ORONO MN 55364 ORONO MN 55364 L GREENHAGEN & V GREENHAGEN KEVIN J GROVER AND JUSTIN B HOUSTON 4739 TONKAVIEW CT SUSAN K GROVER ALLISON J HOUSTON MOUND MN 55364 1315 REST POINT LA 4731 NORTH SHORE DR MINNETRISTA MN 55364 MOUND MN 55364 38 07-117-23 32 0019 38 07-117-23 32 0053 H CRAWFORD & M M CRAWFORD GEORGE T & CANDACE F AHERN 4745 NORTH SHORE DR 1325 REST POINT LA ORONO MN 55364 ORONO MN 55364 HERMAN & MARILYN CRAWFORD GEORGE THOMAS AHERN 4745 NORTH SHORE DR CANDACE F AHERN MOUND MN 55364 1345 REST POINT LA MOUND MN 55364 38 07-117-23 32 0020 38 07-117-23 32 0054 CORNELISSEN LIVING TRUST G T AHERN & C F AHERN 4753 NORTH SHORE DR 1345 REST POINT LA ORONO MN 55364 ORONO MN 55364 THOMAS J CORNELISSEN GEORGE T AHERN KAREN PRESTON CANDACE F AHERN 4753 NORTH SHORE DR 1345 REST POINT LA MOUND MN 55364 MOUND MN 55364 Hennepin County has developed electronic forms of certain property information databases. Hennepin County makes reasonable efforts to produce and publish the most current property information available. The viewer should understand, however, that Hennepin County makes no representation or warranties, either express or implied, or as to merchantability or fitness for a particular purpose regarding the accuracy and/or completeness of the information contained herein. Hennepin County Locate & Notify Map Date: 7/19/2023 155 1175 4765 i 4753 ox 14615 cp N 48♦11 4751 1 4749 475 "_ If s. 474[1 47 30 47�k ' . 4694 iiu7 J4 735 :23, 'O 4745 zi # DR. • a 473 6 4U5 4 4725 aai USU - 4755 Y � f .4 Buffer Size: 500 Map Comments: 4731 North Shore Dr 4625 w G ,25 15 1365 1371 1375 tai. 1385* 1374 !405 H 0 50 100 200 Feet I I I I I I I This data (i) is furnished 'AS IS' with no representation as to completeness or accuracy; (ii) is furnished with no warranty of any kind; and (iii) is notsuitable for legal, engineering or surveying purposes. Hennepin County shall not be liable for any damage, injury or loss resulting from this data. For more information, contact Hennepin County GIS Office 300 6th Street South, Minneapolis, MN 55487 /gis.info@hennepin.us From:Tempest Arends To:Natalie Nye Subject:4731 North Shore Drive Date:Friday, August 18, 2023 1:08:07 PM Natalie, I am the next door neighbor at 4725 North Shore Drive. I support the deck project requiring a bluff variance. Sincerely, Tempest Arends Date Application Received: 07/19/2023 Date Application Considered as Complete: 08/10/2023 60 -Day Review Period Expires: 10/09/2023 To: Chair Bollis and Planning Commission Members Adam Edwards, City Administrator From: Melanie Curtis, Planner MCC Date: 21 August 2023 Subject: #LA23-000043, JALIN Design LLC o/b/o Dale and Cynthia Wunderlich, 2726 Caroline Avenue Variance Public Hearing Application Summary: The applicant is requesting an average lakeshore setback variance for a change in the roof massing and orientation within the average lakeshore setback. Staff Recommendation: Planning Department Staff recommends approval. Background In 2022, an average lakeshore setback variance was granted for additions and modifications to the existing home within the setback via Resolution No. 7259 (Exhibit G). After the approval, the owners shifted directions from an addition to a new build. The variances granted by Resolution No. 7259 remain in effect and the overall home will comply with the zoning setbacks as well as the variance approvals. However, the new plans reflect a change in the roof shape, height, and mass within the average lakeshore setback which will require a new average lakeshore setback variance. Other changes to the plans from the original approval which do not require variances are the following: ■ The footprint on the north side of the home was adjusted to meet the side setback. The approved plans reflected the north side of the home encroaching into the 10' setback. This is an improvement from the approved plans. ■ The deck location and footprint stayed the same. ■ The footprint of the original proposed addition stayed the same on the lake side. ■ The footprint on the street side of the home has been adjusted and increased. ■ The garage was rotated an additional 45 degrees creating a courtyard and increased the size. The property is situated on somewhat of a knob of land on an otherwise linear shoreline which creates an abnormal average lakeshore setback line as it is defined affecting the subject property and the immediate lakeshore neighbors. Although there are no new footprint encroachments, the proposed roof expansions require an average lakeshore setback variance. Practical Difficulties Analysis Applicant Submittal Information: The applicant has identified the shoreline, the adjacent homes, and the shape and orientation of the subject property as practical difficulties supporting the requested variance. Additionally, they have provided supporting documentation regarding Practical Difficulties attached as Exhibit B, and should be asked for additional testimony regarding the application. FILE # LA23-000043 21 August 2023 Page 2 of 5 Planning Staff Practical Difficulty Analysis: Regarding practical difficulty, Staff agrees that the location of the existing home with respect to the shoreline and the home to the north contribute to the practical difficulty on this property. The sudden, brief curve of the shoreline also creates a challenge regarding the average lakeshore setback affecting this property. The proposed changes to the roofline cannot be made without the variance. LOT ANALYSIS WORKSHEET Section 78-350 and 78-1279 — Setbacks: lection 78-350 — Lot Area/Width: LR -1C Lot Area Lot Width Required 21,780 s.f. (0.5 acres) 100' Actual 36,510 s.f. (0.8 acre) 122' @ 75'/ 122' @ OHWL lection 78-1403 — Structural Building Coverage: Total Lot Area Total Structural Coverage 36,510 s.f. (0.8 acre) Allowed: 7,302 s.f. (20%) Existing: 3,497 s.f. (9.5%) Proposed: 5,074 s.f. (13.8%) Section 78-1680 and 78-1700 — Hardcover Calculations: Stormwater Total Area in Allowed Previously Proposed LR -1C Required Existing Approved via Proposed Zone Hardcover Resol. 7259 Hardcover Rear/ 30' 109' 109' 104' Street 36,510 s.f. North 9.6' house 10' house (24.7%) 10 27 ,deck Side 28' deck 27' deck 10.9' house 14.4' house South Side 10' 10.9' house 38' house addition 38' house addition 102' deck 102' deck 102' deck Lakeshore 75' 110' house 102' house 102' house The existing home is approximately 9 feet lakeward of the average lakeshore setback line; the existing deck is approximately 19 feet lakeward. With the Average approved additions on the lake side the home will be situated 102 feet from the Lakeshore lake and as much as 15 feet lakeward of the ALS line; the deck will remain at the same setback. The proposed changes to the roof will not encroach further than the home footprint and will meet height restrictions. lection 78-350 — Lot Area/Width: LR -1C Lot Area Lot Width Required 21,780 s.f. (0.5 acres) 100' Actual 36,510 s.f. (0.8 acre) 122' @ 75'/ 122' @ OHWL lection 78-1403 — Structural Building Coverage: Total Lot Area Total Structural Coverage 36,510 s.f. (0.8 acre) Allowed: 7,302 s.f. (20%) Existing: 3,497 s.f. (9.5%) Proposed: 5,074 s.f. (13.8%) Section 78-1680 and 78-1700 — Hardcover Calculations: Stormwater Total Area in Allowed Existing Proposed Overlay District Zone Hardcover Hardcover Hardcover Tier 9,127 s.f. 7,221 s.f. 9,019 s.f. Tier 1 36,510 s.f. (25 %) (19.8%) (24.7%) FILE # LA23-000043 21 August 2023 Page 3 of 5 Applicable Regulations: Average Lakeshore Setback Variance (Code Section 78-1279) The subject property it is situated on somewhat of a knob or bump in the shoreline. This results in a peninsula -like challenge with the average lakeshore setback line approximately 20 feet further from the lake than the neighbor to the south. The previously contemplated footprint additions to the home were designed to minimize the impact to the adjacent properties and their views of the lake. The approved additions encroach into the average lakeshore setback 15 feet. For architectural reasons the applicant has redesigned a more appropriately scaled roof which, due to the average lakeshore setback, requires an average lakeshore setback variance on the lake side of the home. Governing Regulation: Variance (Section 78-123) In reviewing applications for variance, the Planning Commission shall consider the effect of the proposed variance upon the health, safety and welfare of the community, existing and anticipated traffic conditions, light and air, danger of fire, risk to the public safety, and the effect on values of property in the surrounding area. The Planning Commission shall consider recommending approval for variances from the literal provisions of the Zoning Code in instances where their strict enforcement would cause practical difficulties because of circumstances unique to the individual property under consideration, and shall recommend approval only when it is demonstrated that such actions will be in keeping with the spirit and intent of the Orono Zoning Code. Economic considerations alone do not constitute practical difficulties. Practical difficulties also include but are not limited to inadequate access to direct sunlight for solar energy systems. Variances shall be granted for earth -sheltered construction as defined in Minn. Stat. §216C.06, subd. 14, when in harmony with this chapter. The board or the council may not permit as a variance any use that is not permitted under this chapter for property in the zone where the affected person's land is located. The board or council may permit as a variance the temporary use of a one -family dwelling as a two-family dwelling. According to MN §462.357 Subd. 6(2) variances shall only be permitted when: 1. The variance is in harmony with the general intent and purpose of the Ordinance. The proposed variance is in harmony with the purpose of the Ordinance. The property includes difficulties in its shape, the existing dense vegetation along both property lines, the orientation of the shoreline, location of adjacent homes, and the existing home's proximity to the lake. The average lakeshore setback variance to modify the roof will not further impact views of the lake for adjacent properties. 2. The variance is consistent with the comprehensive plan. The proposed variance to permit the change in the roof configuration on this property is consistent with the comprehensive plan. 3. The applicant establishes that there are practical difficulties. a. The property owner proposes to use the property in a reasonable manner not permitted by the official controls; The request to permit construction of the portions of the roof structure in the proposed location partially within the average lakeshore setback appears to be reasonable considering the orientation of the neighboring homes with respect to the lakeshore, the existing vegetative screening, and adjacent properties creates difficulties. The request is reasonable. FILE # LA23-000043 21 August 2023 Page 4 of 5 b. There are circumstances unique to the property not created by the landowner; The unique shape of the property and shoreline, the home's location with respect to the lake and the neighboring home locations prevent changes to the height or orientation of the roof on the lakeside of the home consistent with neighboring development. The circumstances are unique to the property; and c. The variance will not alter the essential character of the locality. The variance is requested in order to permit changes to the roof height, shape, and volume partially within the average lakeshore setback; the plans are designed to fit the character of the neighborhood according to the submitted information. Additionally City Code 78-123 provides additional parameters within which a variance may be granted as follows: 4. Economic considerations alone do not constitute practical difficulties. Economic considerations have not been a factor in the variance approval determination. 5. Practical difficulties also include but are not limited to inadequate access to direct sunlight for solar energy systems. Variances shall be granted for earth -sheltered construction as defined in Minn. Stat. § 216C.06, subd. 17, when in harmony with Orono City Code Chapter 78. This condition is not applicable. 6. The board or the council may not permit as a variance any use that is not permitted under Orono City Code Chapter 78 for property in the zone where the affected person's land is located. This condition is not applicable, as a single family home is an allowed use in the LR -1C District. 7. The board or council may permit as a variance the temporary use of a one -family dwelling as a two-family dwelling. This condition is not applicable. 8. The special conditions applying to the structure or land in question are peculiar to such property or immediately adjoining property. The property's unique shape and orientation with respect to the lakeshore, and the setback from the lake of the adjacent homes create difficulties for the Owners in improving the property consistent with the homes in their neighborhood. 9. The conditions do not apply generally to other land or structures in the district in which the land is located. The property's unique shape, shoreline orientation, and the relationship between the existing home and the setback of the adjacent properties create difficulties for the owners. 10. The granting of the application is necessary for the preservation and enjoyment of a substantial property right of the applicant. Granting the average lakeshore setback variance is necessary for the preservation of the property right of the owners. 11. The granting of the proposed variance will not in any way impair health, safety, comfort or morals, or in any other respect be contrary to the intent of this chapter. Granting the requested variance in this unique situation is not contrary to the intent of the zoning chapter. 12. The granting of such variance will not merely serve as a convenience to the applicant, but is necessary to alleviate demonstrable difficulty. The requested variance is necessary, and does not merely serve as a convenience to the applicant. The Commission may recommend or Council may impose conditions in granting of variances. Any conditions imposed must be directly related to and must bear a rough proportionality to the impact created by the variance. No variance shall be granted or changed beyond the use permitted in this chapter in the district where such land is located. FILE # LA23-000043 21 August 2023 Page 5 of 5 Public Comments Supportive comments were received from the affected neighbors on either side were submitted with the original variance. No new comments have been provided with the new application. Issues for Consideration 1. Does the Planning Commission find that that the property owner proposes to use the property in a reasonable manner which is not permitted by an official control? 2. Does the Planning Commission find that the variance(s), if granted, will not alter the essential character of the neighborhood? 3. Does the Commission find it necessary to impose conditions in order to mitigate the impacts created by the granting of the requested variance(s)? 4. Are there any other issues or concerns with this application? Planning Staff Recommendation Planning Staff recommends approval of the average lakeshore setback variance as requested. List of Exhibits Exhibit A. Application & Narrative Exhibit B. Practical Difficulties Documentation Form Exhibit C. Proposed Survey Exhibit D. Proposed Plans and Elevations Exhibit E. Cross -Section Views & Perspective Views Exhibit F. Submitted Hardcover Calculations Exhibit G. Resolution No. 7259 & Approved Plans Exhibit H. Resolution No. 7259 — Extension Exhibit I. Aerial Photos Exhibit J. Property Owners List & Original Neighbor Letters Exhibit K. Plat Map 8/10/23, 1:14 PM Permit Details I Citizenserve Land Use Application Summary Application Date: 07/19/2023 Address: 2726 Caroline AVE Orono, MN 55391 Parcel Number: 2011723240005 Land Use Number: LA23-000043 Application Submitted By: Agent on behalf of property owner Owner: Name: CYNTHIA J WUNDERLICH TRUST Address: FREDERIC D WUNDERLICH TRUST 18080 VIA BELLAMARE LANE Applicant: Name: Jeff Lindgren Company: JALIN Design, LLC Address: 6514 108th Trail N. Brooklyn Park, MN 55445 jlindgren@jalin-design.com Contact Information: Associated Contact: Jeff Lindgren jlindgren@jalin-design.com Associated Contact: Matthew Juvrud mjuvrud@wooddalebuilders.com Associated Contact: Project Description: Land Use Application Type: Applicant Signature: Associated Contact: New Home in Place of Existing Amendmend Application Appeal of Admin Decision Concept Application Conditional Use Permit Site Plan Application Subdivision Application Subdivision Exception Vacation Application Variance Application L/' https://www4.citizenserve.com/Admin/PerrnitController?Action=DisplayPermitDetaiI&SelectedTab=Permits&Permit_ID=12079132&WorkOrder_ID=874... 1 /1 TO: City Of Orono FROM: Cindy and Dale Wunderlich (Property Owner) SUBJECT: Variance Narrative DATE: February 21, 2022 RE: 2726 Caroline Ave. Orono, MN A future of owning a home on Lake Minnetonka has always been a dream of ours. We have been boaters for over 40 years and the last 20 plus years have been spent boating on Lake Minnetonka whenever we had any free time. The peacefulness of the lake was always our idea of the perfect relaxing afternoon. We have rented a slip for our boat on Brown's Bay for years in hopes that at some point we would find our own perfect home on Lake Minnetonka. We have looked for several years for a walkout rambler style home that would be one we could grow old in and that had a beautiful lot as well. We are very fortunate to have been able to secure a beautiful property on Carman Bay at 2726 Caroline Avenue. The home is on a beautifully situated lot, however we would like to make some updates and improvements to the home as nothing has been touched since it was built back in 1989. We are looking to completely update the interior and exterior of the home to match the quality level and appeal of the surrounding homes on Casco Point. Most of the other lakefront homes in the area have already been fully updated. We are also interested in rebuilding the deck within its existing footprint which is in need of replacement due to rotting decking and siding. We are proposing to extend our kitchen dining area out a few feet as well as add a three season porch to the main level. Both additions would not extend any further than the existing deck does currently, and neither would interfere in any way with the enjoyment and views of the lake by our neighbors. We have presented our plan to both of our neighbors on either side of us, and both are in full favor of our proposed home improvement plans and have provided us a letter for their support of the project. We have recently had some much needed tree work and trimming done which removed some dead trees and invasive buckthorn. We do plan to do some landscaping improvements to make the exterior of the home more appealing as much of it now is overgrown on all sides of the home. We also have plans to replace the existing dock which is rotting and in need of much repair. We graciously request that the board approve our variance and we look forward to spending many years ahead enjoying lakeside living. Thank you, Dale and Cindy Wunderlich 8/15/23, 1:38 PM Permit Details I Citizenserve PRACTICAL DIFFICULTIES DOCUMENTATION FORM LA23-000043 1. The property owner proposes to use the property in a reasonable manner not permitted by the Zoning Chapter. Response: Yes, the new homeowner's are currently taking strategic steps to make this their forever home. We previously went through the process of being approved for a variance to remodel the existing structure. After further investigation of the failing existing structure it was determined that re- building a new home in the existing footprint area would ultimately be a better solution for the home and site. In addition, considering the orientation of the neighboring homes with respect to the lakeshore and where the home sits on the lot, maintain the current location will provide minimal disruption to surrounding grade and preserve the site's tree count. 2. The plight of the landowner is due to circumstances unique to his property not created by the landowner. Response: Yes, through discussions with the city and survey review, the new owner's have found that because of the irregular shaped shoreline and the North home's relocation of a new home constructed 2000, created an average lake shore setback that would cut through the current home that once was found to be conforming when it was constructed in 1989. They have also determined that the existing porch and deck some existing foundation sections are not safe due to failing structural members from long-term leaks and poor maintenance. 3. The variance, if granted, will not alter the essential character of the locality. Response: The approach we're requesting is being done with the intention of bringing the spirit back to this site and so it can work harmoniously with the neighborhood's irregular shaped shoreland and rolling yard contours. Our intent is to add beauty to the already charming, yet eclectic, character found in the surrounding homes. By creating a new home in place of the existing home's footprint, our home's exterior finishes will be updated and blend seamlessly into the surrounding neighborhood character. 4. Economic considerations alone do not constitute practical difficulties if reasonable use for the property exists under the terms of the Zoning Chapter. Response: The variance request for this structure has nothing to do with an economic decision. It is based on ordinances changes due to homes around them that are dealing with an irregular shaped shoreland and new build locations changes. We have discussed our planned new home with the neighbor's to the North and South and who collectively feel the thoughtful placement and architectural style will not impair neighbor sightlines as these homes are orientated away from our home, as seen in aerial views. 5. Practical difficulties include, but are not limited to, inadequate access to direct sunlight for solar energy systems. Variances shall be granted for earth -sheltered construction as defined in Minnesota Statutes, Section 116106, Subd. 2, when in harmony with this Chapter. Response: This condition is not applicable. 6. The Board of Appeals and Adjustments or the Council may not permit as a variance any https://www4.citizenserve.com/Admin/PermitController?Action=DisplayPermitDetaiI&SelectedTab=Permits&Permit_ID=12079132&WorkOrder_ID=874... 1/3 8/15/23, 1:38 PM Permit Details I Citizenserve use that is not allowed under this Chapter for property in the zone where the affected person's land is located. Response: This condition is not applicable. 7. The Board or Council may permit as a variance the temporary use of a one -family dwelling as a two-family dwelling. Response: This condition is not applicable. 8. The special conditions applying to the structure or land in question are peculiar to such property or immediately adjoining property. Response: Correct, The current home was originally constructed in 1989 and was considered conform given the home to the North was closer to the lake. Due to the new home to the North being built in 2000, it rendered the back portion of the home "Nonconform" for the Average Lake Shore Setback. In addition, the Property's unique shape and orientation with respect to the lakeshore, and the setback from the lake of the adjacent homes create difficulties for the owners in improving the property consistent with the homes in their neighborhood. 9. The conditions do not apply generally to other land or structures in the district in which said land is located. Response: Correct, This request only applies to our location due to the circumstances of rebuilding homes on different timelines that alter setback locations on property parcels thereby have differing average lake shore setbacks. In addition, the Property's unique shape, shoreline orientation, and the relationship between the existing home and the setback of the adjacent properties create difficulties for the owners. 10. The granting of the application is necessary for the preservation and enjoyment of a substantial property right of the applicant. Response: Yes, Updating the structure so it is safe is imperative. In addition, the owner's are making this their forever home and want to be able to enjoy what living on a lake is all about, which is connecting your everyday lifestyle with the outdoor element and our proposed new home allows this to take place in a meaningful way. 11. The granting of the proposed variance will not in any way impair health, safety, comfort, morals, or in any other respect be contrary to the intent of the Zoning Code. Response: Correct. Our intent is to improve these attributes by updated the dated structure and by creating an overall aesthetically pleasing fagade that is enjoyable for neighbors and boaters passing by. Granting the requested variance in this unique situation is not contrary to the intent of the zoning chapter. 12. The granting of such variance will not merely serve as a convenience to the applicant but is necessary to alleviate demonstrable difficulty. Response: Correct, the requested variance is necessary and does not merely serve as a convenience to the property owner due to the dated nature of the existing home's structural concerns, flashing https://www4.citizenserve.com/Admin/PerrnitController?Action=DisplayPermitDetaiI&SelectedTab=Permits&Permit_I D=12079132&WorkOrder_I D=874... 2/3 8/15/23, 1:38 PM issues and maintenance neglect. Permit Details I Citizenserve https://www4.citizenserve.com/Admin/PermitController?Action=DisplayPermitDetail&SelectedTab=Permits&Permit_ID=12079132&WorkOrder_I D=874... 3/3 �q Cc i SMH OS Rim=95 nv=0.0 563%6 aFl.l 16 c _ Fill (Short) -30 Cut 107.51 FIELD CREW NO. BY DATE REVISION DM/AK 1 DZB 12/9/'2021 REVISE CLIENT NAME DRAWN 2 DZB 2/18/2022 PROPOSED CONDITIONS DZB 3 ML 10/26]'2022 NEW HOUSE= PLANS CHECKED 4 ML 6/8/2',023 PERMIT SURVEY DLS 5 ML 6/9/2',023 GRADE QUANTITIES DATE V - 11/22/2021 563%6 aFl.l 16 c _ ]PROPOSED CONDITIONS Fill (Short) -30 Cut 107.51 FIELD CREW NO. BY DATE REVISION DM/AK 1 DZB 12/9/'2021 REVISE CLIENT NAME DRAWN 2 DZB 2/18/2022 PROPOSED CONDITIONS DZB 3 ML 10/26]'2022 NEW HOUSE= PLANS CHECKED 4 ML 6/8/2',023 PERMIT SURVEY DLS 5 ML 6/9/2',023 GRADE QUANTITIES DATE - 11/22/2021 N ]PROPOSED CONDITIONS 1 I I o ' o I CP �o RIPRAP- - \ a G 9.4 9 --- 928J_------ F �T O f� I 928.1 0 � 928.8 928.1 O� \ RIPRAP 928.9 I \ 928. 0 L \ \ \ \ I \ \ CA \ 928.1 928.8 Z Z <Q0 Q0 I 928.9 928.1 N X `1. \ \ \ \ �LE 928.7 928.1 \ I ` 928.7 I �s,� \\928.1 PRAp�\I- 928.8 928.5\ \ \ + \928.1 928.6 \ C.0 Lo �- - AVERAGE LAKESHORE SETBACK ROCK BERM ENTRANCE \1 t^1 ^ 1" - 2' WASHED Rmf](LAS REQUIRE[ � V 8' MINIMUM Failure to install the Construction Exit before disturbing the site soils and/or failure to maintain the Construction Exit will result in enforcement action by the City c:>ILT FENCE T \ i i- ✓ / WIRE MESH REINFORCING (OPTIONAL) GEOTExnLE rABRIC \ STEEL POST AT S' O.C. FABRIC L WTH ACTRENCH, BAC,ICFlLL wTH TAMPED NATURAL SOIL �RUNOFf" , I / NATURAL -]III / Z I -SOIL 0 LSMIN Silt fence must be installed before disturbing any vegetation USE (INCLUDING COPYING, DISTRIBUTION, AND/OR [ hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed S CONVEYANCE: OF INFORMATION) OF THIS PRODUCT IS -Land Surveyor under the laws of the State of Minnesota. ?,S URL STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST INC.'s DESCRIPTION OF PROPERTY SURVEYED Lot: 1, Block 1, CARMANS BAY ADDITION, Hennepin County, Minnesota STANDARD NOTES 1) Site Address: 2726 Caroline Avenue, Orono, Minnesota 55391 2) A title opinion was not furnished to the surveyor as part of this survey. Only easements per the recorded plat are shown unless otherwise denoted hereon. 3) Flood Zone Information: X (area determined to be outside of the 0.2% annual chance floodplain) and Zone AE (Areas subject to inundation by the 1 -percent -annual -chance flood event determined by detailed methods. Base Flood Elevation of '931 are shown. Mandatory flood insurance purchase requirements and floodplain management staidards apply.)per Flood Insurance Rate Map, Community Panel No. 27053CO31I F, effective date of November 4, 2016. 4) Parcel Area Information: Gross Area: t 36,510s.f - t 0.84 acres *We do not affirmatively insure the quantity of acreage set forth in the description 5) Benchmark: Elevations are based on Hennepin County Geodetic Station Name: SAMS which has an elevation of: 941.25 feet (NAVD88). 6) Zoning Information: The current Zor_ing for the subject property is LR -1 C (One Family Lakeshore Residential - 1/2 Acre) per the City of Orono's zoning map dated December 2021. The setback, height, and floor space area restrictions for said zoning designation are as follows: Principal Structure Setbacks - Front: 30 feet Side: 10 feet Rear: 30 feet Lake: 75 feet (Froin Ordinary High Water Line) Height: 30 feet Hardcover: 25 percent of lot area (Tier 1) Accessory Structure Setbacks - Front: 15 feet Side: 10 feet Rear: 75 feet (Lake Side- From Ordinary High Water Line) Please note that the zoning information shown hereon may have been amended through a city process. We recommend that a zoning letter be obtained from the Zoning Administrator for the current restrictions for this site. All setback information and hardcover data for planning and design must be verified by all parties involved in the design and planning process. We have rot received the current zoning classification and building setback requirements from the insurer. 7) Utilities: We have shown the lecation of utilities on the surveyed property by observed evidence only. There may be underground utilities encumbering the subject property we are unaware. Please note that we have riot placed a Gopher State One Call for this survey. There may or may not be underground utilities in the mapped area, therefore extreme caution must be exercise before any excavation takes place on or near this site. Also, please note that seasonal conditions may inhibit our ability to visi)ly observe all the utilities located on the subject property. Before digging, you are required by law to notify Gopher State One Call at least 48 hours in advance at 651/454-0002. 8) Verify sanitary service invert prior to any concrete work. 9) House not yet staked at time of certification. Proposed ]Elevations - WO Proposed Garage Floor Elevation Proposed Top of Foundation Elevation Proposed Basement Floor Elevation = 953.0 = 953.3 = 944.3 Fill (Short) -30 Cut 107.51 MIINNET©NKA BEACH T Garage Footing \ J \ Driveway 51 Egress Pit \ Total Fill YO r\ 219.51 Total W-)189.51 1 I I o ' o I CP �o RIPRAP- - \ a G 9.4 9 --- 928J_------ F �T O f� I 928.1 0 � 928.8 928.1 O� \ RIPRAP 928.9 I \ 928. 0 L \ \ \ \ I \ \ CA \ 928.1 928.8 Z Z <Q0 Q0 I 928.9 928.1 N X `1. \ \ \ \ �LE 928.7 928.1 \ I ` 928.7 I �s,� \\928.1 PRAp�\I- 928.8 928.5\ \ \ + \928.1 928.6 \ C.0 Lo �- - AVERAGE LAKESHORE SETBACK ROCK BERM ENTRANCE \1 t^1 ^ 1" - 2' WASHED Rmf](LAS REQUIRE[ � V 8' MINIMUM Failure to install the Construction Exit before disturbing the site soils and/or failure to maintain the Construction Exit will result in enforcement action by the City c:>ILT FENCE T \ i i- ✓ / WIRE MESH REINFORCING (OPTIONAL) GEOTExnLE rABRIC \ STEEL POST AT S' O.C. FABRIC L WTH ACTRENCH, BAC,ICFlLL wTH TAMPED NATURAL SOIL �RUNOFf" , I / NATURAL -]III / Z I -SOIL 0 LSMIN Silt fence must be installed before disturbing any vegetation USE (INCLUDING COPYING, DISTRIBUTION, AND/OR [ hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed S CONVEYANCE: OF INFORMATION) OF THIS PRODUCT IS -Land Surveyor under the laws of the State of Minnesota. ?,S URL STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST INC.'s DESCRIPTION OF PROPERTY SURVEYED Lot: 1, Block 1, CARMANS BAY ADDITION, Hennepin County, Minnesota STANDARD NOTES 1) Site Address: 2726 Caroline Avenue, Orono, Minnesota 55391 2) A title opinion was not furnished to the surveyor as part of this survey. Only easements per the recorded plat are shown unless otherwise denoted hereon. 3) Flood Zone Information: X (area determined to be outside of the 0.2% annual chance floodplain) and Zone AE (Areas subject to inundation by the 1 -percent -annual -chance flood event determined by detailed methods. Base Flood Elevation of '931 are shown. Mandatory flood insurance purchase requirements and floodplain management staidards apply.)per Flood Insurance Rate Map, Community Panel No. 27053CO31I F, effective date of November 4, 2016. 4) Parcel Area Information: Gross Area: t 36,510s.f - t 0.84 acres *We do not affirmatively insure the quantity of acreage set forth in the description 5) Benchmark: Elevations are based on Hennepin County Geodetic Station Name: SAMS which has an elevation of: 941.25 feet (NAVD88). 6) Zoning Information: The current Zor_ing for the subject property is LR -1 C (One Family Lakeshore Residential - 1/2 Acre) per the City of Orono's zoning map dated December 2021. The setback, height, and floor space area restrictions for said zoning designation are as follows: Principal Structure Setbacks - Front: 30 feet Side: 10 feet Rear: 30 feet Lake: 75 feet (Froin Ordinary High Water Line) Height: 30 feet Hardcover: 25 percent of lot area (Tier 1) Accessory Structure Setbacks - Front: 15 feet Side: 10 feet Rear: 75 feet (Lake Side- From Ordinary High Water Line) Please note that the zoning information shown hereon may have been amended through a city process. We recommend that a zoning letter be obtained from the Zoning Administrator for the current restrictions for this site. All setback information and hardcover data for planning and design must be verified by all parties involved in the design and planning process. We have rot received the current zoning classification and building setback requirements from the insurer. 7) Utilities: We have shown the lecation of utilities on the surveyed property by observed evidence only. There may be underground utilities encumbering the subject property we are unaware. Please note that we have riot placed a Gopher State One Call for this survey. There may or may not be underground utilities in the mapped area, therefore extreme caution must be exercise before any excavation takes place on or near this site. Also, please note that seasonal conditions may inhibit our ability to visi)ly observe all the utilities located on the subject property. Before digging, you are required by law to notify Gopher State One Call at least 48 hours in advance at 651/454-0002. 8) Verify sanitary service invert prior to any concrete work. 9) House not yet staked at time of certification. Proposed ]Elevations - WO Proposed Garage Floor Elevation Proposed Top of Foundation Elevation Proposed Basement Floor Elevation = 953.0 = 953.3 = 944.3 Fill (Short) -30 Cut 107.51 MIINNET©NKA BEACH T Garage Footing \ J \ Driveway 51 Egress Pit 0 Total Fill 1 I I o ' o I CP �o RIPRAP- - \ a G 9.4 9 --- 928J_------ F �T O f� I 928.1 0 � 928.8 928.1 O� \ RIPRAP 928.9 I \ 928. 0 L \ \ \ \ I \ \ CA \ 928.1 928.8 Z Z <Q0 Q0 I 928.9 928.1 N X `1. \ \ \ \ �LE 928.7 928.1 \ I ` 928.7 I �s,� \\928.1 PRAp�\I- 928.8 928.5\ \ \ + \928.1 928.6 \ C.0 Lo �- - AVERAGE LAKESHORE SETBACK ROCK BERM ENTRANCE \1 t^1 ^ 1" - 2' WASHED Rmf](LAS REQUIRE[ � V 8' MINIMUM Failure to install the Construction Exit before disturbing the site soils and/or failure to maintain the Construction Exit will result in enforcement action by the City c:>ILT FENCE T \ i i- ✓ / WIRE MESH REINFORCING (OPTIONAL) GEOTExnLE rABRIC \ STEEL POST AT S' O.C. FABRIC L WTH ACTRENCH, BAC,ICFlLL wTH TAMPED NATURAL SOIL �RUNOFf" , I / NATURAL -]III / Z I -SOIL 0 LSMIN Silt fence must be installed before disturbing any vegetation USE (INCLUDING COPYING, DISTRIBUTION, AND/OR [ hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed S CONVEYANCE: OF INFORMATION) OF THIS PRODUCT IS -Land Surveyor under the laws of the State of Minnesota. ?,S URL STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST INC.'s DESCRIPTION OF PROPERTY SURVEYED Lot: 1, Block 1, CARMANS BAY ADDITION, Hennepin County, Minnesota STANDARD NOTES 1) Site Address: 2726 Caroline Avenue, Orono, Minnesota 55391 2) A title opinion was not furnished to the surveyor as part of this survey. Only easements per the recorded plat are shown unless otherwise denoted hereon. 3) Flood Zone Information: X (area determined to be outside of the 0.2% annual chance floodplain) and Zone AE (Areas subject to inundation by the 1 -percent -annual -chance flood event determined by detailed methods. Base Flood Elevation of '931 are shown. Mandatory flood insurance purchase requirements and floodplain management staidards apply.)per Flood Insurance Rate Map, Community Panel No. 27053CO31I F, effective date of November 4, 2016. 4) Parcel Area Information: Gross Area: t 36,510s.f - t 0.84 acres *We do not affirmatively insure the quantity of acreage set forth in the description 5) Benchmark: Elevations are based on Hennepin County Geodetic Station Name: SAMS which has an elevation of: 941.25 feet (NAVD88). 6) Zoning Information: The current Zor_ing for the subject property is LR -1 C (One Family Lakeshore Residential - 1/2 Acre) per the City of Orono's zoning map dated December 2021. The setback, height, and floor space area restrictions for said zoning designation are as follows: Principal Structure Setbacks - Front: 30 feet Side: 10 feet Rear: 30 feet Lake: 75 feet (Froin Ordinary High Water Line) Height: 30 feet Hardcover: 25 percent of lot area (Tier 1) Accessory Structure Setbacks - Front: 15 feet Side: 10 feet Rear: 75 feet (Lake Side- From Ordinary High Water Line) Please note that the zoning information shown hereon may have been amended through a city process. We recommend that a zoning letter be obtained from the Zoning Administrator for the current restrictions for this site. All setback information and hardcover data for planning and design must be verified by all parties involved in the design and planning process. We have rot received the current zoning classification and building setback requirements from the insurer. 7) Utilities: We have shown the lecation of utilities on the surveyed property by observed evidence only. There may be underground utilities encumbering the subject property we are unaware. Please note that we have riot placed a Gopher State One Call for this survey. There may or may not be underground utilities in the mapped area, therefore extreme caution must be exercise before any excavation takes place on or near this site. Also, please note that seasonal conditions may inhibit our ability to visi)ly observe all the utilities located on the subject property. Before digging, you are required by law to notify Gopher State One Call at least 48 hours in advance at 651/454-0002. 8) Verify sanitary service invert prior to any concrete work. 9) House not yet staked at time of certification. Proposed ]Elevations - WO Proposed Garage Floor Elevation Proposed Top of Foundation Elevation Proposed Basement Floor Elevation = 953.0 = 953.3 = 944.3 Grading Quantities (CY) Fill (Short) -30 Cut 107.51 MIINNET©NKA BEACH 30 Garage Footing 20 Porch Footing 11 Driveway 51 Egress Pit 0 Total Fill -30 Total Cut 219.51 Total W-)189.51 C 91 RINGS PARK N �\ Y - " S i M Ar A P L r, E Grading Quantities (CY) Fill (Short) -30 Cut 107.51 House Footing 30 Garage Footing 20 Porch Footing 11 Driveway 51 Egress Pit 0 Total Fill -30 Total Cut 219.51 Total W-)189.51 O R Bearings are based on the Hennepin County Coordinate System (NAD 83 - 1986 adj.) 20 10 0 10 20 40 SCALE II`1 FEET SURVEY LEGEND / Q CAST IRON MONUMENT © PIEZOMETER WOE WALKOUT ELEVATION O IRON PIPE MONUMENT SET cO-) POWER POLE FIFE FIRST FLOOR ELEVATION • IRON PIPE MONUMENT FOUND G GUY WIRE GFE GARAGE FLOOR ELEVATION }( DRILL HOLE FOUND RD ROOF DRAIN TOF TOP OF FOUNDATION ELEV. X CHISELED "X" MONUMENT SET El LIFT STATION LOE LOWEST OPENING ELEV. X CHISELED "X" MONUMENT FOUND (D SANITARY MANHOLE p a = CONCRETE REBAR MONUMENT FOUND Q SANITARY CLEANOUT = BITUMINOUS PK, NAIL MONUMENT SET sT STORM MANHOLE BUILDING SETBACK LINE A PK. NAIL MONUMENT FOUND ® STORM DRAIN CTV-- CABLE TV 0 PK. NAIL W/ ALUMINUM DISC M CATCH BASIN CONCRETE CURB Erosion & Sediment Control (ESC) Notes: A SURVEY CONTROL POINT 4 FLARED END SECTION -960 _ CONTOUR EXISTING 1. Wooddale Homes is responsible for the cleanliness of the site and the maintenance of the erosion and ❑A A/C UNIT TREE CONIFEROUS 960 CONTOUR PROPOSED sediment controls and can be reached at (952-345-0543). © CABLE TV PEDESTAL TREE DECIDUOUS -0-0-0-0--0- GUARD RAIL 2. The street will be swept clean before the end of each day of active construction, when sediment is 0 ELECTRIC TRANSFORMER TREE CONIFEROUS REMOVED DT - DRAIN TILE tracked into the street. OE ELECTRIC MANHOLE' TREE DECIDUOUS REMOVED ELC- ELECTRIC UNDERGROUND 3. Areas with slopes greater than 3 to 1 and areas next to wetlands/waterbodies graded or exposed during OE ELECTRIC METER OT TELEPHONE MANHOLE -X-X-- FENCE construction shall be protected with temporary vegetation, mulching or other means as soon as practical. [T] ELECTRIC OUTLET MT TELEPHONE PEDESTAL FO FIBER OPTIC UNDERGROUND 4. All exposed soil uveas will be stabilized as soon as practical. Unworked soils that remain exposed and 0 YARD LIGHT (9 UTILITY MANHOLE GAS-- GAS UNDERGROUND not in use for longer than 14 days will be covered with temporary seed (grass, oats, or wheat) 0 LIGHT POLE ❑u UTILITY PEDESTAL oHU-- OVERHEAD UTILITY 5. No concret; washout shall occur on site unless it is done witlh an approved Minnesota Pollution Control FIBER OPTIC MANHOLE MV UTILITY VAULT TREE LINE Agency (MPCA) device or standard. b] FIRE DEPT. HOOK UP WATERMAIN MANHOLE ->-- SANITARY SEWER 6. Stockpiles shall be surrounded with adequate perimeter control to prevent sedimentation and erosion. FLAG POLE ® WATER METER » STORM SEWER 7. Inlet protection to- all storm sewer inters downstream of the site within one block or as directed by the City. EP FUEL PUMP -0- WATER SPIGOT TEL- TELEPHONE UNDERGROUND 8. Site shall be kept clean at all times and refuse properly controlled. FT FUEL TANK QQ WELL XD RETAINING WALL 9. Temporary pumping shall not be permitted without the use of an approved Minnesota Pollution Control PT PROPANE TANK Mw MONITORING WELL UTL-- UTILITY UNDERGROUND Agency (MPCA) device or standard. © GAS METER m CURB STOP I -- WATERMAIN 10. Soil compaction shall be minimized; areas of compacted soil will be removed or loosened via tilling to a X GAS VALVE D4 GATE VALVE TRAFFIC SIGNAL depth of no less than 6 -inches. © GAS MANHOLE ­� HYDRANT H H H I-II+ F RAILROAD TRACKS 11. The contractor shall inspect on a weekly basis and after any rainfall greater than 1" all erosion control EEI GENERATOR F, R V711 IRRIGATION VALVE $ RAILROAD SIGNAL devices and make any repairs immediately. Ar_ inspection log shall be kept on site detailing these ® GUARD POST PIv POST INDICATOR VALVE O- RAILROAD SWITCH inspections and repairs preformed. D HAND HOLE SIGN SATELLITE DISH 0 MAIL BOX se SOIL BORING ® WETLAND BUFFER SIGN X TREE TO REMOVED TWF1:117-RGE.23-SIEC.20 FILE NO. Hennepin County CERTIFICATE OF SURVEY 9745-136 EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID .Dated this 8th day of December, 2021. =I -P SAT H R E-BERGQUIST I N CJ . AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND / m 10 R O N oI PREPARED FOR: SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 ' ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES cmc - N WWW.SATHRE.COM MINNESOTA MTOODDALE BUILDERS THE RIGHT TO HOLD ANY ILLEGITIMATE= USER OR PARTY 4, w LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES ;Daniel L. Schmidt, PLS Minnesota License No. 26147 Q+ P�� 1 RESULTING FROM ILLEGITIMATE USE. h'S P L Schmidt@sathre.com rn M TYPICAL GABLE END SCALE: 1/2" = 11-0" 21-6" • 6" WIDE • PROVIDE BLOCKING BEHIND ALL BRACKETS BRACKET IIAII SCALE: 1/211 = 11-0" L 4" 2� Al) cn C` 3'-211" 1111 2111 • 6" WIDE 1 Z • PROVIDE BLOCKING BEHIND ALL BRACKETS BRACKET I5 56ALE: 1/2" = I'-011 10" =rr 3" • 6" WIDE • PROVIDE BLOCKIN6 BEHIND ALL BRACKETS BRACKET IICII SCALE: 1/2" = 1'-0" 3° • 6" WIDE • PROVIDE BLOCK IN6 BEHIND ALL BRACKETS 15RACKET IIDII SCALE: 1/2" = I' -Oil v m 2'-011 EXTER IOR NOTE5 FL65HING NOTES • K16KOUT FLASHING TO BE INSTALLED AS NEEDED BY ROOFING CONTRACTOR • EXTERIOR WALL FINISHER TO VERIFY THAT KICKOUT FLA5HIN6 15 INSTALLED PRIOR TO FINI5HIN6 • CARPENTER TO FLASH ALL EXTERIOR WINDOWS & DOOR5 PER MN & IRC CODE REQUIREMENTS WINDOW NOTE5 • ANDERSEN 400 WINDOWS •• CODE MAX. U VALUE = 0.32 MAX. 5H66 = 0.35 • BUILDER TO PROVIDE WINDOW ORDER LIST WITH U FACTOR, 5HGC, & 5TC RATING FOR EACH WINDOW & EXTERIOR DOOR • BUILDER TO VERIFY ALL WINDOW, DOOR & OPENING HDR. HTS. • WINDOW WELLS WITH A VERTICAL DEPTH OF MORE THAN 44" MUST BE EQUIPPED WITH AN APPROVED LADDER EXT. FINI5HINO NOTES • HARDIE SHAKES & DORAL SHIPLAP • WIN1250RONE 10"&4" FASCIA UNLE55 NOTED OTHERW15E • LP SOFFIT W/ VENTS • WINDSOR ONE TRIM • 6LENWOOD 5HIN6LE5 2X8 211 5/4x4 211 BEVELED 2x2 SILL • ALL TRIM WIND50RONE WINDOW DETAIL SCALE: 1/2" = I'-0" L L_ CONT. RID6E VENT (TYP) BRACKET "A 2x10 12 7 I I I I I I I I I I I I I I I I I i i 12 8 BEYOND 2'-0" CONT. RID6E VENT (TYP) GLENWOOD ROOFING 12 4.75 i DORAL SHIP LAP COMM. NO. I� mini d 1l�•I! CONT. RID6E VENT (TYP) GLENWOOD ROOFING 12 4.75 i DORAL SHIP LAP \ 6.17/12 2 114 -111_11 1� �� 1�� �� 1�� ����'��if 1'� fit ■'IOU �■ ! 1 1 111 111 I1111I LL I1111IEL 1LL I �� 11 I ■ ON MENEM �I 11 HARDIE SHAKES REAR ELEVATION SCALE: 1/4" = 1'-0" �14 I HOT TUB AREA COMM. NO. I� SHEET NO. d \ 6.17/12 2 114 -111_11 1� �� 1�� �� 1�� ����'��if 1'� fit ■'IOU �■ ! 1 1 111 111 I1111I LL I1111IEL 1LL I �� 11 I ■ ON MENEM �I 11 HARDIE SHAKES REAR ELEVATION SCALE: 1/4" = 1'-0" �14 I HOT TUB AREA — D.V. 6A5 VENT W/ CHIMNEY KING METAL 5HROUD "10 IMPERIAL W/ TOP RIM STONE GAP Imll�l E01111:114 IL •!r -!! 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THIN GUT STONE VENEER /F,.PrAi6 i�i�i'i�i�i! 1HAI11■1 1 --,■ BRACKET � IOI IO 2'-0' BRACKET "G" 9" BOX OUT (TYP) BRACKET "F" R.0.4-0 1/4"x 2'-0 3/8" (TYP) WIND50RONE 10" FASCIA W/ 4" TRIM (TYP) 5/4"x6" FRIEZE BOARD (TYP) 12 �14 �� FOYER /STAIR GLG FIRST FLOOR GLG rn 0 �O � U Lr) Z Ln Lr) (DO N00 Z W a- po L� 1- W z @ ro CZ•R� Q o - LL V J .. CO z x 0 O _.j L� O Q w W Lu 0 � oics Lj z o o,zj- F- z O N c? o W N 00 Z� 0co 0 �O a Z o ,� Zai LL: J O 0 a - M l , z I I its +L o z w o F -- z �~d =c —0) Q a- Cu 0 N>— O<� N i-�O Q) �zv N z Q O DSD �D .f � r m 0 � � 4 Doe � z� �cm ro A c M a W �cc J V � Fr W ^W �E-4 W co ww zz az v �0 W� cQ Q 1111 1 11 IL-11 L Lj� 11 11,101111 oil 2XIo HARDIE SHAKES rn F/CHD:11-16-22 OVERLAP CORNERS (TYPICAL) DATE: I I -3-22 REVISIONS: oQa oQa oQo-- 1 I 10 22 FIRST FLOOR _ _ _ _ _ _ 955.14 11-16-22 _ 0 o C0000Q �oQ�� Q73 4-6I 233 Q - BASEMENT GEIL_ BRACKET "A" BRACKET "B" 3" ROCK THIN GUT FACE SILL REAL STONE (TYPICAL) VENEER -� DRAWN BY: � JJ BASEMENT FLOOR COMM. NO. I� SHEET NO. 11 �I .1 I — D.V. 6A5 VENT W/ CHIMNEY KING METAL 5HROUD "10 IMPERIAL W/ TOP RIM STONE GAP Imll�l E01111:114 IL •!r -!! 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THIN GUT STONE VENEER /F,.PrAi6 i�i�i'i�i�i! 1HAI11■1 1 --,■ BRACKET � IOI IO 2'-0' BRACKET "G" 9" BOX OUT (TYP) BRACKET "F" R.0.4-0 1/4"x 2'-0 3/8" (TYP) WIND50RONE 10" FASCIA W/ 4" TRIM (TYP) 5/4"x6" FRIEZE BOARD (TYP) 12 �14 �� FOYER /STAIR GLG FIRST FLOOR GLG rn 0 �O � U Lr) Z Ln Lr) (DO N00 Z W a- po L� 1- W z @ ro CZ•R� Q o - LL V J .. CO z x 0 O _.j L� O Q w W Lu 0 � oics Lj z o o,zj- F- z O N c? o W N 00 Z� 0co 0 �O a Z o ,� Zai LL: J O 0 a - M l , z I I its +L o z w o F -- z �~d =c —0) Q a- Cu 0 N>— O<� N i-�O Q) �zv N z Q O DSD �D .f � r m 0 � � 4 Doe � z� �cm ro A c M a W �cc J V � Fr W ^W �E-4 W co ww zz az v �0 W� cQ Q 1111 1 11 IL-11 L Lj� 11 11,101111 oil 2XIo HARDIE SHAKES rn F/CHD:11-16-22 OVERLAP CORNERS (TYPICAL) DATE: I I -3-22 REVISIONS: oQa oQa oQo-- 1 I 10 22 FIRST FLOOR _ _ _ _ _ _ 955.14 11-16-22 _ 0 o C0000Q �oQ�� Q73 4-6I 233 Q - BASEMENT GEIL_ BRACKET "A" BRACKET "B" 3" ROCK THIN GUT FACE SILL REAL STONE (TYPICAL) VENEER -� DRAWN BY: � JJ BASEMENT FLOOR COMM. NO. 222249 SHEET NO. 2'-0" I I I I I I'-0" I I 2x10 2'-0° I■■■ 4'-0° CONT. RID6E VENT (TYP) DLJL— P F-)— SADDLE W/ FULL I6E-5HIELD & ADJACENT WALLS CONT. RIDGE VENT (TYP) win 9 ■ i"i:_� ■�■�■ 8/12 24" O.H. -12 ��� CONT. RIDGE VENT (TYP) F-I 2x10 12 6.17 -1�ll Ali Ali Ali Ali Ali �s ��li Ali Ali �lL Ali �lL1=11 Ali �lL �liNFE I--1 �1�� RIGHT ELEVATION - SCALE: 1/4" = I'-0° I � I � I I � I � I r— 12 I 1 9.5- 01 `:,ii:■ii:■ii:■ii:■ii:■ii:■ii:■ii:■ii:rl _. ■ I,��-,��1 ■I■ ■I■ ■I■ ■I. 1 _,1s1-,1■1 1-1 loll `�i�ii�i�i�%� i■�i�i�i■�ii�i�i■�i�i�i■�ii�i�i■�i�i�i■�ii�i�i■�i�i�i■�ii�i�� ii1�i1�i1�i1�i1�i1�i11�1 ����������������I■I■I�I■I■II �I■■I�II�I■ III■I■I�I■I■I Im 6010 1Lill -�r■� ;moi HA -PIE ::�IM�:yl::y��y��y��y��y��y�■■�■■� ■I■■hI loll 11 l■i 1 1■I�iI:I■I�iill l■I�II■I�I�I■I�il�l■I�I�I■I�I�I■I�I�IhI'���������i 5/4"xIO" TRIM LAN195CAPE RETAINING WALL 45 02 m mm CONT. RIDGE VENT (TYP) OLENW00D ROOFING 5/4° FRIEZE BOARD (TYP) 'HOT TUB AREA �'iiia'ii��'iiia'ii��'iii�'ii��'iii���yi�■���i— • I. JII II�� ;RACKET "II OVERLAP CORNERS . III II III■I� ■I■1■1�1■1■1�1■1■ y�I�I�1!,�!�!�!�!���!�!�!�!��I�I��!�!11�L��!���!`�t � ®ilk �i ' :•. w Q �®iii . ' :•. �o www i� �®i� 11���ll���I�1�L�lLlL��I�l�� ����i�1�L�l�l�l� � � �;1 � � ■� � az � UO �,� �;� � � _I' �J ■ � � �/ ■i■„ , F/GHD� R/CHDI DATE: ' , , 5ENERATOR A/C 24" STONE / / i i 12 7.5 win 9 ■ i"i:_� ■�■�■ 8/12 24" O.H. -12 ��� CONT. RIDGE VENT (TYP) F-I 2x10 12 6.17 -1�ll Ali Ali Ali Ali Ali �s ��li Ali Ali �lL Ali �lL1=11 Ali �lL �liNFE I--1 �1�� RIGHT ELEVATION - SCALE: 1/4" = I'-0° I � I � I I � I � I r— 12 I 1 9.5- 01 `:,ii:■ii:■ii:■ii:■ii:■ii:■ii:■ii:■ii:rl _. ■ I,��-,��1 ■I■ ■I■ ■I■ ■I. 1 _,1s1-,1■1 1-1 loll `�i�ii�i�i�%� i■�i�i�i■�ii�i�i■�i�i�i■�ii�i�i■�i�i�i■�ii�i�i■�i�i�i■�ii�i�� ii1�i1�i1�i1�i1�i1�i11�1 ����������������I■I■I�I■I■II �I■■I�II�I■ III■I■I�I■I■I Im 6010 1Lill -�r■� ;moi HA -PIE ::�IM�:yl::y��y��y��y��y��y�■■�■■� ■I■■hI loll 11 l■i 1 1■I�iI:I■I�iill l■I�II■I�I�I■I�il�l■I�I�I■I�I�I■I�I�IhI'���������i 5/4"xIO" TRIM LAN195CAPE RETAINING WALL 45 02 m mm CONT. RIDGE VENT (TYP) OLENW00D ROOFING 5/4° FRIEZE BOARD (TYP) 'HOT TUB AREA �'iiia'ii��'iiia'ii��'iii�'ii��'iii���yi�■���i— • I. JII II�� ;RACKET "II OVERLAP CORNERS . III II III■I� ■I■1■1�1■1■1�1■1■ y�I�I�1!,�!�!�!�!���!�!�!�!��I�I��!�!11�L��!���!`�t � ®ilk �i ' :•. w Q �®iii . ' :•. �o www i� �®i� 11���ll���I�1�L�lLlL��I�l�� ����i�1�L�l�l�l� � � �;1 � � ■� � az � UO �,� �;� � � _I' �J ■ � � �/ ■i■„ F/GHD� R/CHDI DATE: ' 5ENERATOR A/C 24" STONE LAN05CAPE RETAINING WALL AS REQ LEFT ELEVATION SCALE: 1/4" = I' -0'l VENEER 12 6. 2'-0u GARAGE CUT ELEVATION SCALE: 1 /8° = I' -Oil m 2 It � U Z (DO N00 Z W a- co W f� W o z @ r� Z a O r- V m z .. — x 0 �O J LL V/) O Q Lu W :� ­- W U) oesz o 0,1- z0 ,1-zO N c? o WN 00 Z� 00 - O W m �ti Z Zai LL: Qm�� ^ 0 j O ci a- Y) L W z � w � wz wz �- 7—CO) o F-- w Qts IL o 0 oz z w o F -- z �~d Q Q _J F-- OL1u 0 a_ N> VL N o �zv N zQ� O z� �D V � T d LJ a � � 4 Doe � z� c �cm ro A c uj as - Wry F� J W w Q . � �o www �zz az � UO w � F/GHD� R/CHDI DATE: 11-3-22 REVISIONS: 11-10-22 11-16-22 3-31-23 4-6-23 4-10-23 6-14-23 DRAWN BY: JJ COMM. NO. 222249 SHEET NO. I E3 94'-0" 141-6" 31-10" It 121-2" 91-6" I I'- 10" 9'-2" 91-6" 7'-3" 7'-3" 1'-11" . I'- I I ° 3'-11" 51-6" 48" 5TD GONG. PAD UP A5 REQ TRTD 6x6 P05T BOX TO 16"x16" a i �i i ii i �i 44" OF 8" PC URED 23'-6° o - I `SOFFIT %n x 6 -0 5/8 P6060 - 6XV116 5 1/4"x13 3/4" RA15ED BEAM I LN — ocfl IQc 1111 I GLULAM _ I 1 10 I I 2X6 5TUD5 @ 16" O.G. 4n N x - = n 1 40" OF 8" POURED - 00I 4" OF 6" POURED TYP I I v / _ EXTENDED 2-9 I /21 ILVL z 16"X8" GONG. FTG. "' o o I 144" OF 8" POURED a' CN " 2X 5TUD5 @ 16° O.G. GAS FIRE PIT '' �, o I I> 20"X8" GONG. FTG. 14" F 6" POURED o -�V I I oWc x F I I -' 2-2x10 44" OF 8" POURED I v CEDAR CEILING---� I IN C) m I GLG-� FULLVIEW 20'X8" GONG. FTG. r-----� �1 I PATIO I �° �, x Q n a, x 20 FLOOR ________ I , FAN _ 3- Q 3-0 7/8 �I 5TD GONG. GLG 1 o -' NII M LOUNGE m I , „ x8 x 8'-0 I /4° TRU55E5 -----� �1 I FAN N o o N - I I LVP I -6 19.2" 0.6 N `' I — o w vo TYP EXERG 156 o `n -F-MIO CHORD a 4'-4" III z IS' 8" L------- I I 2X6 5TUD5 @ I O.G. u_D - I RUBBER 8110 F 6" POURED � a) - BEARING t= TRTP 6x6 _ _ _ _ = 4" j 3-2x 12 FLii - I I 40" OF 10" POURED °� I MIRRORED a, FLOOR III I (TAPER 2 MAX) I I ,i ,i WALL _ 20"X8" GONG. FTG. TRUSS RTC, 2-2x12 FL 2-5 I/8 6-0 5/8 2-5 I/8 Il 11 LINE OF �° I II I 14'-3" I N 16,_1„ I I GIRDER i " i " i u i u i_ a i_ u= I 6"x6" GONG. LEDGE `O I I I 2" THIN GUT x 6 -0 5/8 x 6 5/8 x 6 0 5/8 13 Dz III BELOW _j I 1 REAL STONE n u I X OUT i " u I L — o EGRESS15-9 3/4"4-0 I/4 3 -IS LVL FL OR F_ # — VENEER GW 6 GUS OM ZW 6 _ FLUSH 1 „ of o 1 1 2" FURRING P60 0 I _ — 16x8 PATIO DOOR _ _ I 5 SOFFIT (TYP) f �, _ - THIS WALL SHEATH L ------------ ------------ -----� - - -- F2 D N ---------. I C) CONT. 3-2x10 - -- -- - --- 6 - II - --r - -- N — — — — — — — - F3- — — — — I�_p�� 12x8Q `3-14 LVL F2 BEAM FOUNDATION HELD �� _ _ _ IN 2" FROM SHEATHING 2 ------------------- - - - CO —BTM @ 8'- I ° POCKET o 1 AT LOOK OUT AND u 1 F - u u " LOW LINEN 4" MIN.YL— o Q 2 6 5TUD5 @ 16 O.G. 1 m 2X6 5TUD5 @ 16" O.G. _ 1 I I 5 1/4 x5 1/4 3-I 17/8 LVL W/ TV =_ ' FULL BASEMENT WALLS z 5 " OF 6" POURED w n u I F5 I I P5L COL. 8 OF 6 POURED 1 I I F4 1 � 44" OF 8° POURED z 1 �° u u - - -_ -_ -_ - +----------± STEP n n � cfl 1 40 OF 10 POURED 1 I I WAINSCOT FTG i 20 XS GONG. FTG. o v Q u" w 1 20 xs GONG. FTG. - BILLIARD5 - _-------------- -- cn O u .o I 119x08 30- C14 i -oil = o LVP 2 -0 GLG o a- I I GO q u u SOFFIT N ~ - 15'-4"111-61116 I �- 5 I /4 x5 I /4 @ 7i_on 8" OF 6" POURED 1 FAN 1I--- P5L COL. u u i�� I I8 OF 10 POURED LANDSCAPE IS' -10" 2'-I" 19'-I" 1 I I 14'-2° 11 LVP 5'_6° 6'-0" I 20"X8" GONG. FTG. RETAINING WALL 10 � I I4„ A5 REQ _ to 1 RAISED COVE 1 I I z Ii_6n WSCOT v BEDROOM 2 1 II / W LT o CARPET 1HEARTH 9'-I I/2" GLG. HGT 1 I I 1 / v o WOODx uW u N 2X6 5TUD5 @ 16- O.G. z I 1 _ 3 MEDIA 1 I I r SAUNA 2 FURRING ---- �� �� --- 3-2x10 FL - w 4 OF 6 POURE x -� csi I > o I I - o `n 28 FD �' x u " CANT = a o f � 7 LVP o w 20=X8 GONG. FTO. , N o I I I �1 END I S r > 1 a "- v L____J L_____ __________J L_ I F-- 3 1 /2 GONG. FLOOR I 1 1 6 12 �, o / HEAT ff W/ POLY UNDER TYP �,�.oQUARTZ 0�, II� ( � 5' TUB/SHOWER N o W o I I co N 2 VANITY '� - I I -----� z \ v ' STUDS 1 N N "" l c O z BATH'�4 z o�c rn a / w 6L5 SLIDING DR BATH#3 7o o_ 1 I I WI0x30 STEEL > G.TILE is \ a, @, � F "' PD G.TILE i_ u i u i u 'L' _ I I BEAM FL WAINSCOT QUARTZ I � ❑� i 17 -I 7 2 2Q 41-611 21-011 z WI 0x54 STEEL 1 I I W/ PLATE N x I I < `" BEAM FLUSH L IGHT I I i u --- v L 7 W/ PLATE 50FFIT� i I — 10 4 -- z a\ 6 SHAMPOO XI DROP TOP I sA F- --1 ii 6x6 ,-- -- -- -' _ NICHE SHEATH 2X8 5TUD5 @ 16" O.G. TEP42" OF 8" POURED FTO I 20"X8" GONG. FTG. � I I HOT TUB AREA II VER. FINAL SIZE �h 18" CANT ABOVE W/ 2" FOAM UNDER 112" OF 8" POURED CID 20"X8" GONG. FTG. UNEX 11'-2" �1 CHORD @ FLOORI G0 - 0 P URED H.H. 118 OF I0 POURED TRU551 1/211 AT =- -- _ _ __ - -- -- -- _-___-__ _____ __ o u u T- I I i� I SHOWER ABOVE 6x6 = _ _ _ L _ _ _ _ _ _ I _ _ F 5'-5" uu P05T -I---- _o -_6 Q --- ------ �- ai�ARTz 42° LEDGE F I — — 20 X8 GONG. FTG. 7 8 COVE F4 — 5 50FF I T (TYP) N 53 L --------------------- \'1 COVE � � F3 - x I I O - u �------ - -------------- _ I ------- GLG HALL M I I CO i- 1'_o” — +1411 1 FAN CARPET I 1468Q �, 1-(5IRDER WET BAR --a—% nvq) / = I I GO I0 2-9 I/2" Q Q I I Q SEALE w N x FLOOR CARPET 3x8 = I I LVP = > HI -EFF SUMP a, Q)vF- x I N 1 I FL LVL TRU55 GO I I � �- FURN HI -EFF i" L----- i" ' " i " i n rn i n x w 14 -2 ------ -----J 6 -7 1 1 4 -7 4 7 10 -0 I I 141-211WH 261-011 2" FURRING BEDROOM 13 UP 17R 30" HIDDEN = 5TUD5 I FD \� CARPET F2 DOOR L — — — — — — i _ �^ --- o o w v I ;- NO GE IL INC �� o cc RADON " 2X6 5TUD5 @ 16" O,G. FI SINK DROP FLOOR 2 � o o v VENT 2X8 5TUD5 @ 16 O.G. F �. - o DW I �, GYP. BD. REQ D o z o w o �' " 1 4" OF 6" POURED O Q �� _ w ` I o - • MEGH = - 42 OF 8 POURED 5A 3- 2 -2 z a N I QUARTZ BY CODE (80 MAX.) - - 20°XS° GONG. FTG. u I 20"XS" GONG. FTG, — — — I� �� oc­j ° _ o w �? -� PAINTED o w o � ° 2 2-2x I 0 WOOD I \ ��> I COVE: �n - FLOOR7. t9 ~ N 2-2x10 — — u 10 Q Q) FINISH WALLS — — — — — — — 2X6 5TUD5 @ 16 O.G. II xI I 13 3Q 30 24 1 0 it I I - 4 OF 6 POURED �, 26- I „„11 2x4 FURRINGLANDSGAPE3 ----- 0 TREADSI 20"Xg" GONG. FTG. �, II 6' -II 26-0 RETAINING WALL _____ AS REQ ��� O -� I � 5A � � I _____ BEDROOM '�4 r 2x4 FURRING - STORACjE ----� - (ELF -6 R-5 IN5UL F - o IQ2 CARPET I CARPET I/2” GYP. BD. @ @FIN. AREAS �, 0 �ARTz 11 PAINTED A/V z PANEL W ,G 1 REINFORCEMENT EACH WAY 1 2'-0" x 2'-0" x 8" FIN. THIN GUT UNDER w 3-0 11 / 16 6 -0 /8 3-0 11 / 16 a w 2'-6" x 2'-6" x 12" NONE 20"X8" GONG FTG. _ CARPET J #5 BARS @ 12" O.C. 0 "� GLG o #5 BARS @ 12" Q.C. N STONE COLUMN MUST BE EQUIPPED WITH AN APPROVED LADDER i " i x 6 -0 5/8 x 6 -0 " i n 5/8 x 6 -0 5/8 F I � a W�' W • GUARDRAIL REQUIRED ON OPEN 5112E OF ANY STAIR MORE THAN 30" ABOVE FLOOR w --� FAN �� o� - rn FLOOR 5Y5TEM NOTES • ALL FLOORS TO BE L/480 • FLOOR TRUSS MANUFACTURER TO VERIFY FRAMING BELOW GRANITE TOPS, TU135 & TILE AREAS ABOVE - 2n FURRING RETURN CHASE IN TRUSSES • BUILDER TO PROVIDE CITY WITH TRU55 LAYOUT PLANS ----- ----------------------- --------� 2 „ CUSTOM W I , 0 N X INDICATES DISTANCE FOUNDATION 15 HELD j�►••j ~ z THIN GUT I� • SILL PLATE OVERHANGS FOUNDATION I I" MAXIMUM SEE FOUNDATION WALL DETAIL5 (WHEN TRTD 2X8 PLATE 15 USED) • SEE FOUNDATION WALL DETAIL5 FOR FOUNDATION WALL INSULATION (R-10 EXTERIOR/ R-5 INTERIOR) R-10 IN5UL 5HEETROCK & IN5ULAT ION NOTES • GYP. BD. REQUIRED AT ENTIRE GE IL INC (EXCEPT 80 50.FT. z I CXW16 - P6060 GXW16 DATE: • ALL SPRAY FOAM INSULATION MUST BE COVERED BY MIN. 'S GYP. 1312. AT HABITABLE AREAS I I -3-22 REVISIONS: REAL STONE N 11-10-22 SHEATH • 2X6 5TUD5 @ POCKET DOOR WALLS UNLE55 NOTED OTHERW15E ■ 3-31-23 POWERED PHANTOM SCREEN 4-10-23 6-14-23 — — HORIZONTALLY @ INTERVALS NOT EXCEEDING 10'-0" ________________________ i VENEER • PROVIDE DRAFT 5TOPPING BETWEEN 5TORIE5 DIVIDED INTO �, DRAWN BY: 2" FURRING �' N L -----, • PROVIDE SMOKE ALARM IN EVERY BEDROOM & THE CORRIDOR COMM. NO. GIVING AGGE55 TO THE BEDROOM ON EACH FLOOR INCLUDING �� SHEET NO. 31-0 11/16" SHEATH I I 1 1 Q (AT WINDOW) �� 2X8 5TUD5 @ 16 O.G. �� �� 42 OF 8 POURED _ - z L -----J _ _ ______ _____ _________________ 8" OF 6" POURED '� '�r5 104 OF 10 POURED = o -' UNEX ~ = UPPER 6'-0 5/8° GU i ii TOM o x � z 2" EXTENDED 2-9 I /2" LVL o - I `SOFFIT %n x 6 -0 5/8 P6060 - 6XV116 5 1/4"x13 3/4" RA15ED BEAM I LN — ocfl IQc 1111 I GLULAM _ I 1 10 I I 2X6 5TUD5 @ 16" O.G. 4n N x - = n 1 40" OF 8" POURED - 00I 4" OF 6" POURED TYP I I v / _ EXTENDED 2-9 I /21 ILVL z 16"X8" GONG. FTG. "' o o I 144" OF 8" POURED a' CN " 2X 5TUD5 @ 16° O.G. GAS FIRE PIT '' �, o I I> 20"X8" GONG. FTG. 14" F 6" POURED o -�V I I oWc x F I I -' 2-2x10 44" OF 8" POURED I v CEDAR CEILING---� I IN C) m I GLG-� FULLVIEW 20'X8" GONG. FTG. r-----� �1 I PATIO I �° �, x Q n a, x 20 FLOOR ________ I , FAN _ 3- Q 3-0 7/8 �I 5TD GONG. GLG 1 o -' NII M LOUNGE m I , „ x8 x 8'-0 I /4° TRU55E5 -----� �1 I FAN N o o N - I I LVP I -6 19.2" 0.6 N `' I — o w vo TYP EXERG 156 o `n -F-MIO CHORD a 4'-4" III z IS' 8" L------- I I 2X6 5TUD5 @ I O.G. u_D - I RUBBER 8110 F 6" POURED � a) - BEARING t= TRTP 6x6 _ _ _ _ = 4" j 3-2x 12 FLii - I I 40" OF 10" POURED °� I MIRRORED a, FLOOR III I (TAPER 2 MAX) I I ,i ,i WALL _ 20"X8" GONG. FTG. TRUSS RTC, 2-2x12 FL 2-5 I/8 6-0 5/8 2-5 I/8 Il 11 LINE OF �° I II I 14'-3" I N 16,_1„ I I GIRDER i " i " i u i u i_ a i_ u= I 6"x6" GONG. LEDGE `O I I I 2" THIN GUT x 6 -0 5/8 x 6 5/8 x 6 0 5/8 13 Dz III BELOW _j I 1 REAL STONE n u I X OUT i " u I L — o EGRESS15-9 3/4"4-0 I/4 3 -IS LVL FL OR F_ # — VENEER GW 6 GUS OM ZW 6 _ FLUSH 1 „ of o 1 1 2" FURRING P60 0 I _ — 16x8 PATIO DOOR _ _ I 5 SOFFIT (TYP) f �, _ - THIS WALL SHEATH L ------------ ------------ -----� - - -- F2 D N ---------. I C) CONT. 3-2x10 - -- -- - --- 6 - II - --r - -- N — — — — — — — - F3- — — — — I�_p�� 12x8Q `3-14 LVL F2 BEAM FOUNDATION HELD �� _ _ _ IN 2" FROM SHEATHING 2 ------------------- - - - CO —BTM @ 8'- I ° POCKET o 1 AT LOOK OUT AND u 1 F - u u " LOW LINEN 4" MIN.YL— o Q 2 6 5TUD5 @ 16 O.G. 1 m 2X6 5TUD5 @ 16" O.G. _ 1 I I 5 1/4 x5 1/4 3-I 17/8 LVL W/ TV =_ ' FULL BASEMENT WALLS z 5 " OF 6" POURED w n u I F5 I I P5L COL. 8 OF 6 POURED 1 I I F4 1 � 44" OF 8° POURED z 1 �° u u - - -_ -_ -_ - +----------± STEP n n � cfl 1 40 OF 10 POURED 1 I I WAINSCOT FTG i 20 XS GONG. FTG. o v Q u" w 1 20 xs GONG. FTG. - BILLIARD5 - _-------------- -- cn O u .o I 119x08 30- C14 i -oil = o LVP 2 -0 GLG o a- I I GO q u u SOFFIT N ~ - 15'-4"111-61116 I �- 5 I /4 x5 I /4 @ 7i_on 8" OF 6" POURED 1 FAN 1I--- P5L COL. u u i�� I I8 OF 10 POURED LANDSCAPE IS' -10" 2'-I" 19'-I" 1 I I 14'-2° 11 LVP 5'_6° 6'-0" I 20"X8" GONG. FTG. RETAINING WALL 10 � I I4„ A5 REQ _ to 1 RAISED COVE 1 I I z Ii_6n WSCOT v BEDROOM 2 1 II / W LT o CARPET 1HEARTH 9'-I I/2" GLG. HGT 1 I I 1 / v o WOODx uW u N 2X6 5TUD5 @ 16- O.G. z I 1 _ 3 MEDIA 1 I I r SAUNA 2 FURRING ---- �� �� --- 3-2x10 FL - w 4 OF 6 POURE x -� csi I > o I I - o `n 28 FD �' x u " CANT = a o f � 7 LVP o w 20=X8 GONG. FTO. , N o I I I �1 END I S r > 1 a "- v L____J L_____ __________J L_ I F-- 3 1 /2 GONG. FLOOR I 1 1 6 12 �, o / HEAT ff W/ POLY UNDER TYP �,�.oQUARTZ 0�, II� ( � 5' TUB/SHOWER N o W o I I co N 2 VANITY '� - I I -----� z \ v ' STUDS 1 N N "" l c O z BATH'�4 z o�c rn a / w 6L5 SLIDING DR BATH#3 7o o_ 1 I I WI0x30 STEEL > G.TILE is \ a, @, � F "' PD G.TILE i_ u i u i u 'L' _ I I BEAM FL WAINSCOT QUARTZ I � ❑� i 17 -I 7 2 2Q 41-611 21-011 z WI 0x54 STEEL 1 I I W/ PLATE N x I I < `" BEAM FLUSH L IGHT I I i u --- v L 7 W/ PLATE 50FFIT� i I — 10 4 -- z a\ 6 SHAMPOO XI DROP TOP I sA F- --1 ii 6x6 ,-- -- -- -' _ NICHE SHEATH 2X8 5TUD5 @ 16" O.G. TEP42" OF 8" POURED FTO I 20"X8" GONG. FTG. � I I HOT TUB AREA II VER. FINAL SIZE �h 18" CANT ABOVE W/ 2" FOAM UNDER 112" OF 8" POURED CID 20"X8" GONG. FTG. UNEX 11'-2" �1 CHORD @ FLOORI G0 - 0 P URED H.H. 118 OF I0 POURED TRU551 1/211 AT =- -- _ _ __ - -- -- -- _-___-__ _____ __ o u u T- I I i� I SHOWER ABOVE 6x6 = _ _ _ L _ _ _ _ _ _ I _ _ F 5'-5" uu P05T -I---- _o -_6 Q --- ------ �- ai�ARTz 42° LEDGE F I — — 20 X8 GONG. FTG. 7 8 COVE F4 — 5 50FF I T (TYP) N 53 L --------------------- \'1 COVE � � F3 - x I I O - u �------ - -------------- _ I ------- GLG HALL M I I CO i- 1'_o” — +1411 1 FAN CARPET I 1468Q �, 1-(5IRDER WET BAR --a—% nvq) / = I I GO I0 2-9 I/2" Q Q I I Q SEALE w N x FLOOR CARPET 3x8 = I I LVP = > HI -EFF SUMP a, Q)vF- x I N 1 I FL LVL TRU55 GO I I � �- FURN HI -EFF i" L----- i" ' " i " i n rn i n x w 14 -2 ------ -----J 6 -7 1 1 4 -7 4 7 10 -0 I I 141-211WH 261-011 2" FURRING BEDROOM 13 UP 17R 30" HIDDEN = 5TUD5 I FD \� CARPET F2 DOOR L — — — — — — i _ �^ --- o o w v I ;- NO GE IL INC �� o cc RADON " 2X6 5TUD5 @ 16" O,G. FI SINK DROP FLOOR 2 � o o v VENT 2X8 5TUD5 @ 16 O.G. F �. - o DW I �, GYP. BD. REQ D o z o w o �' " 1 4" OF 6" POURED O Q �� _ w ` I o - • MEGH = - 42 OF 8 POURED 5A 3- 2 -2 z a N I QUARTZ BY CODE (80 MAX.) - - 20°XS° GONG. FTG. u I 20"XS" GONG. FTG, — — — I� �� oc­j ° _ o w �? -� PAINTED o w o � ° 2 2-2x I 0 WOOD I \ ��> I COVE: �n - FLOOR7. t9 ~ N 2-2x10 — — u 10 Q Q) FINISH WALLS — — — — — — — 2X6 5TUD5 @ 16 O.G. II xI I 13 3Q 30 24 1 0 it I I - 4 OF 6 POURED �, 26- I „„11 2x4 FURRINGLANDSGAPE3 ----- 0 TREADSI 20"Xg" GONG. FTG. �, II 6' -II 26-0 RETAINING WALL _____ AS REQ ��� O -� I � 5A � � I _____ BEDROOM '�4 r 2x4 FURRING - STORACjE ----� - (ELF -6 R-5 IN5UL F - o IQ2 CARPET I CARPET I/2” GYP. BD. @ @FIN. AREAS �, 0 �ARTz 11 PAINTED A/V z PANEL o 2 20"X8" GONG. FTG. ° ° n I I 4 �, 20 XS GONG. FTG. 4 STACK I A/C I i - I I I U 3'-0 11/16" ______________ ___ J I I � i(D x 4'-5 9/16' -- - I -------- -- -- 411 F FOUNO 2-2x10 : _ u �� N 112 OF 8 POURED I �' I I I " " — — — — — 104" OF 8" POURED = 11 L _ _ � _ _ 20 XS GONG. FTG. I � w I 3 -3 CXW145 L ---------------- 16"X81'GONG. FTG. 112" OF 8" POURED - w SET SILL THIN GUT STONE u u co Q "ECR 55" I,_6„ icy icy 20 XS GONG. FTG. FACE ABOVE - o a ARE WELL A5 EQ ILL0 81-111 3'-7" I I'-8" :. 0 3'_6" 8'-6" 3'_6" U FLOOR -_ ----------------------- ----- L = 8 OF 6 POURED ® 104" OF 10" POURED oN a 20"X8" GONG. FTG. UNEX ® SHELVES N 4" 104" OF 8" POURE 112" OF 8" POURED 16"XS" GONG. FTG. 20"X8" GONG. FTG. Nn THIN GUT STONE FOUNDATION HELD FACE ABOVE IN 2" FROM 5HEATHIN6 AT LOOK OUT AND FULL BASEMENT WALLS C 15'-4" 12'-10" 4-1 F_ l 2° 8" OF 6" POURED "' 104" OF 10" POURED 20"X8" GONG. FTG. 8" OF 6" POURED 104" OF 10" POURED 20"X8" GONG. FTG. STEP FTG 4" LAN056APE RETAINING WALL A5 REQ v 51MP50N 5TH014 STEP ANCHOR STRAPS FTG @ O.H.D WALLS L L— — 8" OF 6" POURED 40" OF 10" POURED 13'-10" 20"X8" GONG. FTG. 4" v � J 2'-4" 12'-2" I II I I I STEP I FTG I I I I I I I I II (AT POOR) 40" OF 8" POURED I I 20"X8" GONG. FTG. I I UNEX I -I---TRENCH DRAINS ABOVE I I I I I II N N N 8" OF 6" POURED - 40" OF 8" POURED 20"X8" GONG. FTG. 13'-10" 0 N v I I I I I I _ M I I I CONCRETE PAD FOOTING SCHEDULE W ,G 1 REINFORCEMENT EACH WAY 1 2'-0" x 2'-0" x 8" NONE UNDER WALLS & GEILINC #5 BARS @ 12" O.C. R-5 IN5UL 2'-6" x 2'-6" x 12" NONE F3 m 0 j� CARPET J #5 BARS @ 12" O.C. 0 "� GLG o #5 BARS @ 12" Q.C. N BELOW 5TAIR5 MUST BE EQUIPPED WITH AN APPROVED LADDER GUARDRAIL NOTES L 2 F I � a W�' W • GUARDRAIL REQUIRED ON OPEN 5112E OF ANY STAIR MORE THAN 30" ABOVE FLOOR ' \ v --� FAN �� o� - rn FLOOR 5Y5TEM NOTES • ALL FLOORS TO BE L/480 • FLOOR TRUSS MANUFACTURER TO VERIFY FRAMING BELOW GRANITE TOPS, TU135 & TILE AREAS ABOVE - 2n FURRING RETURN CHASE IN TRUSSES • BUILDER TO PROVIDE CITY WITH TRU55 LAYOUT PLANS ----- ----------------------- --------� • BASEMENT FLOOR RA15ED TO TOP OF WALKOUT STEM WALL • A55UMF-12 501L BEARING CAPACITY 2,000 L135 • MAINTAIN 42" MIN. GRADE ABOVE FOOTING • BOTTOM OF DECK & PORCH FOOTINGS TO BE 42" BELOW GRADE • MASONRY CONTRACTOR TO VERIFY WALL & FOOTING REQUIREMENTS WITH 51TE GONDITION5z • MA50NRY CONTRACTOR TO VERIFY ALL WALL AND FOOTING REQUIREMENTS AT ALL UNBALANCED BACKFILL LOCATIONS PUN W I , 0 N X INDICATES DISTANCE FOUNDATION 15 HELD j�►••j ~ • FOUNDATION WALLS HELD IN FROM 5HEATHIN6 ABOVE AS INDICATED BY FOUNDATION WALL DETAIL I� • SILL PLATE OVERHANGS FOUNDATION I I" MAXIMUM SEE FOUNDATION WALL DETAIL5 (WHEN TRTD 2X8 PLATE 15 USED) • SEE FOUNDATION WALL DETAIL5 FOR FOUNDATION WALL INSULATION (R-10 EXTERIOR/ R-5 INTERIOR) R-10 IN5UL 5HEETROCK & IN5ULAT ION NOTES • GYP. BD. REQUIRED AT ENTIRE GE IL INC (EXCEPT 80 50.FT. z I OCo DATE: • ALL SPRAY FOAM INSULATION MUST BE COVERED BY MIN. 'S GYP. 1312. AT HABITABLE AREAS I I -3-22 REVISIONS: FRAM IN6 NOTES N 11-10-22 11-16-22 • 2X6 5TUD5 @ POCKET DOOR WALLS UNLE55 NOTED OTHERW15E ■ 3-31-23 4-6-23 SUPPORT BEAMS, MICROLAM5, & GIRDER TRUSSES TO FOUNDATION • PROVIDE FIRE BLOCKING VERTICALLY @ GEILIN675 & FLOORS & 4-10-23 6-14-23 HORIZONTALLY @ INTERVALS NOT EXCEEDING 10'-0" ________________________ STAIR STRINGERS & BETWEEN STORIES) • PROVIDE DRAFT 5TOPPING BETWEEN 5TORIE5 DIVIDED INTO L _ _ _ _ _ J DRAWN BY: 2" FURRING �' N L -----, • PROVIDE SMOKE ALARM IN EVERY BEDROOM & THE CORRIDOR COMM. NO. GIVING AGGE55 TO THE BEDROOM ON EACH FLOOR INCLUDING �� SHEET NO. THE BASEMENT, & IN ANY ROOM THAT HAS A CEILING HEIGHT MORE THAN 24" HIGHER THAN A CORRIDOR GIVING AGGE55 TO THE BEOROOM5. • PROVIDE CARBON MONOXIDE ALARM WITHIN 10'-0" OF ALL BASE & I I 1 1 G RPET (AT WINDOW) �� 2X8 5TUD5 @ 16 O.G. �� �� 42 OF 8 POURED _ - z L -----J 0 8" OF 6" POURED '� '�r5 104 OF 10 POURED = o -' UNEX ~ UPPER W/12 �IN KI o 2 20"X8" GONG. FTG. ° ° n I I 4 �, 20 XS GONG. FTG. 4 STACK I A/C I i - I I I U 3'-0 11/16" ______________ ___ J I I � i(D x 4'-5 9/16' -- - I -------- -- -- 411 F FOUNO 2-2x10 : _ u �� N 112 OF 8 POURED I �' I I I " " — — — — — 104" OF 8" POURED = 11 L _ _ � _ _ 20 XS GONG. FTG. I � w I 3 -3 CXW145 L ---------------- 16"X81'GONG. FTG. 112" OF 8" POURED - w SET SILL THIN GUT STONE u u co Q "ECR 55" I,_6„ icy icy 20 XS GONG. FTG. FACE ABOVE - o a ARE WELL A5 EQ ILL0 81-111 3'-7" I I'-8" :. 0 3'_6" 8'-6" 3'_6" U FLOOR -_ ----------------------- ----- L = 8 OF 6 POURED ® 104" OF 10" POURED oN a 20"X8" GONG. FTG. UNEX ® SHELVES N 4" 104" OF 8" POURE 112" OF 8" POURED 16"XS" GONG. FTG. 20"X8" GONG. FTG. Nn THIN GUT STONE FOUNDATION HELD FACE ABOVE IN 2" FROM 5HEATHIN6 AT LOOK OUT AND FULL BASEMENT WALLS C 15'-4" 12'-10" 4-1 F_ l 2° 8" OF 6" POURED "' 104" OF 10" POURED 20"X8" GONG. FTG. 8" OF 6" POURED 104" OF 10" POURED 20"X8" GONG. FTG. STEP FTG 4" LAN056APE RETAINING WALL A5 REQ v 51MP50N 5TH014 STEP ANCHOR STRAPS FTG @ O.H.D WALLS L L— — 8" OF 6" POURED 40" OF 10" POURED 13'-10" 20"X8" GONG. FTG. 4" v � J 2'-4" 12'-2" I II I I I STEP I FTG I I I I I I I I II (AT POOR) 40" OF 8" POURED I I 20"X8" GONG. FTG. I I UNEX I -I---TRENCH DRAINS ABOVE I I I I I II N N N 8" OF 6" POURED - 40" OF 8" POURED 20"X8" GONG. FTG. 13'-10" 0 N v I I I I I I _ M I I I CONCRETE PAD FOOTING SCHEDULE MARK FOOTING S12E REINFORCEMENT EACH WAY 1 2'-0" x 2'-0" x 8" NONE F2 2'-6" x 2'-6" x 8" #5 BARS @ 12" O.C. F2 -ALTERNATE 2'-6" x 2'-6" x 12" NONE F3 3'-0" x 3'-0" x 12" #5 BARS @ 12" O.C. F4 3'-6"x S-6" x 12" #5 BARS @ 12" O.C. F5 4'-0" x 4'-0" x 12" #5 BARS @ 12" Q.C. LOCATE REINFORCEMENT 3" FROM THE BOTTOM OF FOOTING * 7'_011 HIGH INTERIOR ODORS TH15 LEVEL FOUNDATION PLAN - 0) 7 IT It U Lc) Z Lc) 'n (D O cr) 0? Z w D O a -co LL I� LL0 z_ [d zO LL J 0� .. m z x 0 Wo LL a www �~ w U) oew wt z O o� V z O (Do Zw N 00 oo o w� LL Z Zm0 Q Jo o Lu w aao_ 7-00 z �3 � W �L �s� o �3 oz z z �~Q Q oa� civ r -- :I-- �O o �zv cv ZQ� O DSD Z D a J SCALE: 1/4"d—O" EXTERIOR 19IMEN51ON ARE FROM EXTERIOR OF FOUNDATION WALLS AT FULL BASEMENT AREAS AND A5 NOTED AT FRAMED WALLS AT w Flo LOOKOUT AND WALKOUT AREAS �4 BASEMENT FIN151-1E12 2,973 5Q. FT. BASEMENT UNFINISHED 430 50. FT. H a Q WINDOW & DOOR NOTE5 •ANDERSEN 400 WINDOWS .• CODE MAX. U VALUE = 0.32 MAX. 5H6G = 0.35 J _ 0 • ALL WINDOWS SET AT 8'4" UNLESS NOTED OTHERWISE m • BUILDER TO PROVIDE WINDOW ORDER L15T WITH U FACTOR, 5H6G, & STC RATING FOR EACH WINDOW & EXTERIOR DOOR • BUILDER TO VERIFY ALL WINDOW, DOOR & OPENING HDR. HT5. • WINDOW WELLS WITH A VERTICAL DEPTH OF MORE THAN 44" MUST BE EQUIPPED WITH AN APPROVED LADDER GUARDRAIL NOTES • ALL ITEMS NOTED AS °RAILING° OR "RAIL" ON PLANS ARE INTENDED TO BE GUARDRAIL W • GUARDRAIL REQUIRED ON OPEN 5112E OF ANY STAIR MORE THAN 30" ABOVE FLOOR ' \ v • ALL OPENINGS LESS THAN 4" AT ALL GUARDRAILS �W FLOOR 5Y5TEM NOTES • ALL FLOORS TO BE L/480 • FLOOR TRUSS MANUFACTURER TO VERIFY FRAMING BELOW GRANITE TOPS, TU135 & TILE AREAS ABOVE • FLOOR TRUSS MANUFACTURER TO PROVIDE HEAT SUPPLY & ^j RETURN CHASE IN TRUSSES • BUILDER TO PROVIDE CITY WITH TRU55 LAYOUT PLANS V 1 -!4 0 cn W W a Z FOUNDATION WALL & FOUNDATION INSULATION NOTE5 • 91-4" POURED FOUNDATION WALLS W/ 51N6LE PLATE • BASEMENT FLOOR RA15ED TO TOP OF WALKOUT STEM WALL • A55UMF-12 501L BEARING CAPACITY 2,000 L135 • MAINTAIN 42" MIN. GRADE ABOVE FOOTING • BOTTOM OF DECK & PORCH FOOTINGS TO BE 42" BELOW GRADE • MASONRY CONTRACTOR TO VERIFY WALL & FOOTING REQUIREMENTS WITH 51TE GONDITION5z • MA50NRY CONTRACTOR TO VERIFY ALL WALL AND FOOTING REQUIREMENTS AT ALL UNBALANCED BACKFILL LOCATIONS 1.41-4 0 r , `�/ 0 �] ^ co 0 cq g FX SEE FOUNDATION WALL DETAIL ON PAGE DIr , 0 N X INDICATES DISTANCE FOUNDATION 15 HELD j�►••j IN FROM 5HEATHING ABOVE • FOUNDATION WALLS HELD IN FROM 5HEATHIN6 ABOVE AS INDICATED BY FOUNDATION WALL DETAIL I� • SILL PLATE OVERHANGS FOUNDATION I I" MAXIMUM SEE FOUNDATION WALL DETAIL5 (WHEN TRTD 2X8 PLATE 15 USED) • SEE FOUNDATION WALL DETAIL5 FOR FOUNDATION WALL INSULATION (R-10 EXTERIOR/ R-5 INTERIOR) 5HEETROCK & IN5ULAT ION NOTES • GYP. BD. REQUIRED AT ENTIRE GE IL INC (EXCEPT 80 50.FT. MAXIMUM AT MECHANICAL) • P GYP. BD, AT WALLS & CEILING BELOW STAIRS DATE: • ALL SPRAY FOAM INSULATION MUST BE COVERED BY MIN. 'S GYP. 1312. AT HABITABLE AREAS I I -3-22 REVISIONS: FRAM IN6 NOTES • 91-1 1/2'' PLATE HEIGHT UNLE55 NOTED OTHERW15E 11-10-22 11-16-22 • 2X6 5TUD5 @ POCKET DOOR WALLS UNLE55 NOTED OTHERW15E • ■ =2 BEARING 5TU125 UNLESS NOTED OTHERWISE • PROVIDE LVL/L5L 5OL ID BLOCK INC AT ALL POINT LOAO5, 3-31-23 4-6-23 SUPPORT BEAMS, MICROLAM5, & GIRDER TRUSSES TO FOUNDATION • PROVIDE FIRE BLOCKING VERTICALLY @ GEILIN675 & FLOORS & 4-10-23 6-14-23 HORIZONTALLY @ INTERVALS NOT EXCEEDING 10'-0" (CONGEALED 5PAGE5 @ 5OFFIT5, DROPPED GEILIN65, BETWEEN STAIR STRINGERS & BETWEEN STORIES) • PROVIDE DRAFT 5TOPPING BETWEEN 5TORIE5 DIVIDED INTO APPROXIMATELY EQUAL SPACES NOT EXCEEDING 1,000 SOFT. DRAWN BY: JJ SMOKE AND CAR60N MONOXIDE ALARMS • PROVIDE SMOKE ALARM IN EVERY BEDROOM & THE CORRIDOR COMM. NO. GIVING AGGE55 TO THE BEDROOM ON EACH FLOOR INCLUDING 222249 SHEET NO. THE BASEMENT, & IN ANY ROOM THAT HAS A CEILING HEIGHT MORE THAN 24" HIGHER THAN A CORRIDOR GIVING AGGE55 TO THE BEOROOM5. • PROVIDE CARBON MONOXIDE ALARM WITHIN 10'-0" OF ALL BEOROOM5 0 u, c" N 0 0 �o 701-611 40'-0" 7'-311 141-6" 71-3" 1 21-311 1 51-611 16'-0" 51-6" 21-911 3'-0 11/16" 61- 5/811 3'-0 11/16" 4'-411 4" I S'-811 x 7'-9 1/4" x 7'-9 1/4" x 7'-9 1/4" CXW 16 P(060 GXW 16 FP OVER OVER `OVER 1-0 11/16" 0- 5/8° 3'-0 11/101 6LA55 RAILING _ ANS FIX (TEMP) A 61 FIX (TEMP) AN31'FJJC (TEMP) x 7'-9 1/4" x 7'-9 1/4" x 7'-9 114 GX 16FP P6 60 CX 16 1-6 4" I EXTENDED OVER-- OV R --OVER CANT YP 1 12-9 1/2" LVL 101-4 1/2" ANI I FIX (TEMP) AN61 FIX (TEMP) ANN -F -IX (TEMP) I PLATE o HGT EXTENDED AZEK PECKINC In 1 1 2-11 7/8" LVL�- 2x8 TRTD J5T5 SLOPE TO 2x6 "'1ISO0'-4 - - 10'-4 1/2" GLG. 1 1 Q jo �o - RUBBER MEMBRANE '` x 1 I - COVE 11 9l-4 1/2" 1 1 x 3/4" TRTD PLYWOOD I I DINING PLATE I I 1 1 1N DECK 1 1 WOOD Q I 1VAULT 0 o I I- 00® N N 1 1 1 1 1 1 1 4 5EA50N 1 1 1 i_ u ----- - - -_ PORCH I o ID - - -- - ---------I z - - coVAULT] j _`�' WOOD ARCH = - .-1 I r I Irl "-' R IDGE a vwbl z o 7'-0 1 /411x7'-0 1/811 N I ENERGY HEEL 11 w Q o - 1 u 1 n 1 n 1 u n I TRU55E5 I rl-- ___i-- _----�_--1J___y QLI1I� x o 3-0 11/16 6-0 5/8 3-0 11/16 4-0 3/4 PATIO DOOR 4'-0 3/4 - ---- 717 x 7'-9 1/4" x 7'-9 1/4" x 7'-9 1/4" DN A5 REQ x 3'-0 11/16" 15'-9 3/411x8'-0 1/411 x 3'-0 11/16" °i °' I L. 24" 0.G 1 11 10 N I _J JI I 11 ' 1 1 > u >pKFN 91-611 21'-0119 -6 � j , r� r� r� o 11 11 J �� �I I WOOD 6 x6 GLG CUSTOM 3-2x6 - 111 I 11 I 1 11 1" 101-4 1 /211 5TUD5 WOOD 1 I m I 11 BEAM FAN 7 1 1 I I EGRESS GXW16 P 060 GXW16 I I I � 7 -I x7 -0 ARCH BEAMS I GIRDER I I I I OVER FP OVER `OVER I P4030 10° BETW EN P4030 PLATE (TYP) 1 TRU55 I I I ii ii W I I AN-3i'FIX (TEMP) AN61 FIX (TEMP) AN31 'FIX -(TEMP I 1 10" BETWEEN 16'x8' PATIO DOOR 1011 BETWEEN HGT = _ _ _ _ _ _ 1 L _ _ _ - - _ _ _ 1 8x8 �T 1 _� vv o w (THIN GUT I FP - _ _ _ _ - _ _ -- WOOD s) �� o� EA o >< - - ---- ------J L ------------ 1 j BEAMS �o� _ j- J�EE N I IR L STONE _ CONT. 3-2x10 _ 1 -�� v- x W -� a�� 411 ---- ----- ---- ------ ---- - ---� � -- -- ----- 1 1 (TYP) I I n W� "� 1c�1 o a. YP 1 3-2x6 5 1 /4°x9 5/8° GLULAM 3-2x6 1 I I 1 1 I I I w IN o z F , ti IS' -Su II 5TUD5 21'-711 i 5TUD5 1111 4'-10° 4'-6° 4'-811 I 1 2'-2° 1 1 14'-I° 1 1 3QSQ M x COUNTER 2-2x_10 N x P-1117/1811 VL DR ----- N 111 J _ = ATR IUM ----- 1 "' o IIII I III QUARTZ AZEK STEP 3'-0 7/8" FP ---------------------------- 2i_8u II > 1 rr IIII L T- T T--- i o IIII 2'-211 2'-1011 IIII I 1 51-011 III -oil -r --1-J L--- - III r--- _ 149 ----- --1-� --- DE5IGN15R MONO ', VAULT ', I I - - ----------�-------------------111 1 .n ------------ --- - _____+-- THIN CUT VAULT III OPTION 11 13 W.I.PII ENERGY HEEL --- - - ----------------- REAL STONE I n - q to ��I TRUSSES 1, 11 R IDGE a 1 ~ , GREAT ROOM I 3 EDGER 1 I� _ _ _ 5 Q- WOOD „ RIDGE GLG Q �Q �vl I w - - WOOD Jill _ I 0 to B po x IIII 24 O.G FAN VAULT o �I IIII I _ 0 0 BEAM >- - �I I u� - GLG f 1 -o I Q o 2$ > uJ In n I - ►� to V OWNERS . I 11 11 - 3 PD fl �I I � FAN I I FP ------ J BEDROOM i I IL 1 l 11 199s� 1 1--- = 6x6 It 0 ------ wn 1 7 CO 1 I� �, wooD Q covE PATIO 0 0= W v v CARPET III 1 11 1 Q BEAMS 1 1 11 1� TYP .I.P. ! PAVERS OVER d) n = -- J �_-- -- ------ - 0012 CONCRETE a� 2x6 WALL ov�------------------ IIIA----- I- W SHAMPOO ���z� N� - - ----- -----+ �II� 1-� r--- I QUARTZ NICHE � W I ---- -- -r� 1 I QUA RTZI--------- - z o i u i 11 i 11 1 11 1 11 1111 I _N_� 4-9 uj 4-I 3-8 4-8 I-6 i I PARALLEL L IIII L1 -L � ---J 10'-4 I/2° GLG. 6 >o x ----------- TRUSSES 41 ' COVE x x z � = 24" O G VAULT 1 1 1 1 1 K I TGHEN III N D H.H. 5A w �- 5TART5 IIII j j WOOD N III �' r^ x DROP N $ ' M Imo\ AT 12'-0" 161-211 - 9'-1"III 14'-6° FLOOR 1 1/21' �- 2 w 3 I - Tu ABOVE Q oIL um 3Q I 8x10 ARCHED I I2 REF "' BUTLER OVF_� W/ 3011 3011 PANTRY 3PD III I 21-4 71-111 51-111 _ � 2x6 WOOD BEAMS (TYP) DRAWERS AREA M11G 0 REF FRZ BT 9'-4 1 /211 GLG. III i 11 - - - - ----- ------ vo 8 S - 1 - - - - ----- ----------------------- QUARTzI IIII x 8'-0 1411 7 x15-0/5/8° 4811 z 2- - - - - - SINK I// AZEK TEP GAS GRILL 2$ N SOFFIT B C r INE n, x n, @ 81-611 2x6 _C14 BOBBED 3Q (IL 5 _ BENCH GIRDER PD I ATRIUM ❑F TRU55 2x6 --- 4 GIRDER 10 281-811 LONG =w WAINSCOT 2'-7" MONO 2-2x10 1 2-2x10 n DBL 2- 32 HIGH 2x4 1 u 1I TRU55 � a o� � v w Q zI 1 LAUN I W QUARTZ COVE r WAIN5COT 3-5 IIII 1 u > IIII _ w- w 1 11 _ GIRDER owe 30-_Q �- 28-8 LONG 3�8� ����n o COVE 9-4 1/2 o III = v �I1 G.TILE a U/C LEDGE OWNERS - COVE sa 111 S.R. SOFFIT IIII GO w _- O(n III a- w JPw ~ BATH Q M WOOD co III 3�8f2 1 11 3-2x6 1 -� t J W rY HALL GLC. v BOBBEDITGH0- �� - � 1 > > x @ I I -0 (TYP) 5TUD5 I w 9'-4 1/211 IIII co ---------------------- 1111 ��W� WOOD �---GIRDER �w� N �I z 3 o, o --- x a G.TILE - ----- --- zF BOBBE I1 0 I- w D n n GLG. 0 8 TRU55 x cn �[ a a __ 1 __RAIL ------- ------ - ---------------- 2 -3 -PD 2- w GIRDER �1 z o I U/C c, w F- QUARTZ DN 17R _ 1 FP o o w o LEDGE 8 ----- ------------------- 2x6 TRUSS J z D.V. 2- 3-2x6 r _ - C- STUD5 1 ENERGY HEEL BEARING _---- r11 $ �Xv�W IN5GOTIII a $ B,G, IN FLOOR COVE 2 It \ z �' za HEAT BATHtl I 1 T24'�OGS WALL I N 10 �I11 2 NQQ PD MIRROR WOOD BEAR ING x uj RECESS WALL WOOD GLG 1 w\ r DES I NER VANITY 1 x CENTER I x ILI] l 1 COVE x t- CENTER F- z 1_ n 11 ON 51NK za F z 1COVEGLG. 2 W I.C. jO 1 COVE SIDE 2'-1011 3'-711 2'-1011 0 ❑ CARPET v IN ROOM v\ 6 > QUARTZ ll q RUNNER 1011 TREA125 I FOYER I _W OD i BATH#2 ENTRY 3Q 48 ;� \ 2x6 1 WOOD �j j WOOD WOOD 1 PD �n LIN. GABT 3 - 101-311 141-511 ---- p 41_511 1 III 51-1111 51-911 I1 91-311 1 PD x 12'41GLG. 1 SHELVES -------------- WOOD GLG I 2x6OFF 1ST 1 1 3�SQ z II 1® 1 1 3�gQ 1 M i0 1 1 3-5 I /211 LV WOOD DR I 2- I /2 LVL =w v i u a 1 11 1_ 11 1 11 N 1 u WOOD OR w 31-411 4 8 -3 4 7� 4 "7� I I 10 -4 I /2 GLG. w 11 I n � I 1 W/ I PLATE W/ GL5 -� ° DEN a II 1I? W/ GLS I OWNER5 I 4-2x6 wooD - > I1 i-Zx�0 �n BY DESIGNER WAINSCOT FURRING ED WOOD v 5TUD5 _ 5L 611 HI(3 ARG SL �- II 1 n GW15 I w� N N 4-2x6 31-011 W. I.C. I 2-2x10 o I 2'-5 1/8 1I z� I GIRDER TRU55 I N MATCH DR WIgTH 11 71-1011 1 " 51-011 \ 21_p11 w 1 STUDS CARPET I - 4� BE WEEN 1 I x 5 -0 5/8 - - - - - - - - - 71-011 1 ----- Lf - TRU55 BEARING so -1 MUD ROOM - 1 - --- - -- - - AR21-3 6'-1 3/8' G.TILE OVER 1 kill I LEG TH15 WALL �y\w I-- -- -- --1 I 1 5T PPED I x 7-5 3/41 F- I BARREL VAULT _-J u n - _`�' o I I - z I I 1 ENE GY HEEL I C16-3 FIX 1 n 1111 1 u u Ix6 CEDAR V GROOVE o o - I - 1= - a- I I I I 1- SET @ 9-6 Ix6 CEDAR V G OOVE '' PORCH 2 z uj � I I I TR 55E5 I o � 1 1 1 1 0 1 � i- �_� � ti � W 1 1 3-2x10 W 1111 �, 1 PORGHI x - I I 2 O.G I u 21.211 PAVERS QUARTZ - - - - 1 6'- 10 LONG o w 111 PAVERS 2-9 I /2 LVL FL Q Q v I I I BEAM CANT o�� IIII I VAULTED 11 _ _______ ___________ __ __ ___ 3 8 2-2x 10 END 2611 w� N I TRUSSES _ _ _ _ _ _ _ _ _ _ x 3-2x10 I I 1 11 - I I TOP @ 101-611 w~ j1 j HDRTOP 2411 O.G - _ o - III10'-6" u j 5 8 N j o A251-2 FIX o 1 I III SOFFIT 2-2x10 @ 0 0ll a7/8LVL 11 AR 81-39'-7 24 RETURN 2_2x8 1 11 - I I �o __-- -- - 1 n 12 x8 SOFFIT BTM @ 1/2 20 M N. DR. N 4'-9 5/8 - 1 �- OV R x 715 3/ I N TOP @ 10 -6 - .o x 21-0 7/811 = _ _ __ - _ _ _ -----------`-^ - CX 16-3 '- 4" OFF IST W WOOD 4 -9 1/411 - - SET @ 91-611 \ I 11 11 u 1 1 THIN CUT -- - ------ ---- I II -ARCH SOFFIT ------ - I M 2-2x10 1 11 41-911 61-011 u STEPS THIN GUT I x 6 -9 15 16 STONE FACE 2i STONE 425 OVER 1 1 -6 12 AREA 11.411 ROOF O.H. Hill 16°P PAVERS $ VENEER I GIW2 5 1 11 WELL 1 1 LINE ET @ 10 -4 I 711 11-911 211 PAVERS I I BELOW I I 1 L ----------J I 2'-411 L IIII III L-------------� III IIII 16-0 11 16-0 41-011 11 5 1-0 4 11 i-41 11 51_3 4 a 1-8 1111 4 1-8 11 7 1-6 11 17-6 11 IIII III 1 11 1 11 1 11 1 11 1 11 illill III 12-0 9-0 9-8 9-4 151-011 15-6 701-611 IIII III TRTD 6x6 POST IIII BOX TO 2811x2811 IIII FIN. COL. ON 3611x3611 DRIVEWAY IIII III A TAPER TO 4211x4211 THIN GUT STONE IIII BASE (TYP) G 111111 1 II 1 IiI �IIIIII I IIII o IIII I> III N Oil 6 Z�°IIII -IIII I`14 Q)IIII 4'-011 1 51-611 F_ -I II I I I I I I I4 --TRENCH I I DRAIN I I I I II I I II II II I I I I I I II II II I I I I I I II N z 0 0 N PROV IDE TRU55 BEAR ING LEG TH15 WALL rATTIC ACE55 AVER SIZE 5PREAD WE5 ENERGY HEEL TRU55E5 2411 O.G 1/2" GYP. BD. AT WALLS & 5/811 TYPE 11X11 GYP. BD. @ CEILING 2x6 GARAGE WALLS INSULATE WALLS & GLG. FINISHED GARAGE 411 GONG. FLOOR W/ FIBERME5H EPDXY FLOOR 0 N rn 7 IT It O Ln Z 0 cD O cnC? Z w D O a-65 LL l� w 0 Z_ ra M O Za O� J ILL 0 .. M z x . 6 , J L� www � w of w w z O v � � z O (f) (D o w Nm Z� o0 O w 00 N Z __ i-- 0 ro ZQ0 LL Qm J Oc ^ 0 ci a—F7) Luw aao_ 7 -CO) z �3 � W �L w = I- �slL O �3 oz zwo�- z D~Q Q a co� iv I_-�O o =)zv cv zQ� O DSD 14'-011 7'-311 W PAVERS OVER I I II II L-ro- 2-90 211LVL CONCRETE ----- 51MP50N 5THII ANCHOR STRAPS LT I @ O.H.12 WALLS I RADON VENT I 8Qx8Q6ARAGE DOOR W/ GLA55 0 N PROV IDE TRU55 BEAR ING LEG TH15 WALL rATTIC ACE55 AVER SIZE 5PREAD WE5 ENERGY HEEL TRU55E5 2411 O.G 1/2" GYP. BD. AT WALLS & 5/811 TYPE 11X11 GYP. BD. @ CEILING 2x6 GARAGE WALLS INSULATE WALLS & GLG. FINISHED GARAGE 411 GONG. FLOOR W/ FIBERME5H EPDXY FLOOR 0 N rn 7 IT It O Ln Z 0 cD O cnC? Z w D O a-65 LL l� w 0 Z_ ra M O Za O� J ILL 0 .. M z x . 6 , J L� www � w of w w z O v � � z O (f) (D o w Nm Z� o0 O w 00 N Z __ i-- 0 ro ZQ0 LL Qm J Oc ^ 0 ci a—F7) Luw aao_ 7 -CO) z �3 � W �L w = I- �slL O �3 oz zwo�- z D~Q Q a co� iv I_-�O o =)zv cv zQ� O DSD W 81-011 HIGH INTERIOR DOORS TH15 LEVEL F IR5T FLOOR PLAN w - SCALE: 1/411=11-011M� • EXTERIOR DIMENSIONS ARE 5HEATHIN6 TO 5HEATHIN6 0 FIRST FLOOR FINISHED 3,413 5Q. FT. W W to GARAGE 1,374 50. FT. �Ny W W w Z Z WINDOW & DOOR NOTES 1_4 Z • ANDER5EN 400 WINDOWS •• CODE MAX. U VALUE = 0.32 MAX. SHGC = 0.35 0 • ALL WINDOWS SET 81-011 UNLESS NOTED OTHERWISE r 1 P4 • BUILDER TO PROVIDE WINDOW ORDER L15T WITH U FACTOR, `/ U 0 5H6G, & STC RATING FOR EACH WINDOW & EXTERIOR DOOR • BUILDER TO VERIFY ALL WINDOW, DOOR & OPENING HDR. HTS. • FP = PROVIDE FALL PROTECTION @ OPERATING WINDOWS co 0 �Ny O GUARDRAIL NOTES [w � • ALL ITEMS NOTED A5 "RAILING" OR "RAIL" ON PLANS ARE INTENDED TO BE GUARDRAIL F� �, • GUARDRAIL REQUIRED ON OPEN 5112E OF ANY STAIR MORE THAN �HtL x N 3011 ABOVE FLOOR r, Q to p • ALL OPENINGS LE55 THAN 411 AT ALL GUARDRAILS FLOOR 5Y5TEM NOTES c _ ~ ALL FLOORS TO BE L/480 - o N_N • FLOOR TRU55 MANUFACTURER TO VERIFY FRAMING BELOW T1_ x GRANITE TOPS, TUBS &TILE AREAS ABOVE • FLOOR TRU55 MANUFACTURER TO PROVIDE HEAT SUPPLY & RETURN CHASE IN TRU55E5 • BUILDER TO PROVIDE CITY WITH TRU55 LAYOUT PLANS FRAM ING NOTE5 DATE: • 9'-4 1/2" PLATE HEIGHT UNLE55 NOTED OTHERWISE 11-3-22 • 2X6 5TUD5 @ POCKET DOOR WALLS UNLE55 NOTED OTHERW15E REVISIONS: _ ■ =2 BEARING STUD5 UNLE55 NOTED OTHF-RW15E 11-10-22 'O • PROVIDE LVL/L5L 5OL ID BLOCKING AT ALL POINT LOADS, 11-16-22 cA SUPPORT BEAMS, MICROLAMS, AND GIRDER TRUSSES TO 3-31-23 FOUNDATION 4-6-23 • PROVIDE FIREBLOCKING VERTICALLY @ CEILINGS & FLOORS & 4-10-23 HORIZONTALLY @ INTERVALS NOT EXCEEDING 10'-011 6-14-23 (CONGEALED SPACES @ 5OFFIT5, DROPPED GEILIN65, BETWEEN STAIR STRIN6ER5 & BETWEEN STORIES • PROVIDE DRAFT 5TOPPIN6 BETWEEN 5TORIE5 DIVIDED INTO APPROXIMATELY EQUAL SPACES NOT EXCEEDING 1,000 SOFT. - - ALL SPRAY FOAM INSULATION MUST BE COVERED BY MIN. o GYP. BD AT HABITABLE AREAS DRAWN BY: N N ~_ x JJ COMM. NO. x M '-`� ��O SMOKE AND CARBON MONOXIDE ALARMS • PROVIDE SMOKE ALARM IN EVERY BEDROOM & THE CORRIDOR n, GIVING ACCESS TO THE BEDROOM ON EACH FLOOR INCLUDING 222249 w SHEET NO. THE BASEMENT, & IN ANY ROOM THAT HAS A CEILING HEIGHT N a o MORE THAN 2411 HIGHER THAN A CORRIDOR GIVING ACCESS TO THE BEPROOM5. • PROVIDE CARBON MONOXIDE ALARM WITHIN 10'-011 OF ALL 3 BEDROOMS ~ v 2-4 7-I 51-1116-9 NICHE o I J I 8" OF 6" POURED 7/811 - 118" OF 101, D° POURED 20"XS" GONG. FTG. x 81- 0 14 u - 2'-0 7/8" I PAVERS OVER _( AZEK TEP `O , „ 6A5 GRILL x 5-0 5/8 1 1 CONCRETE CLINE I I 5EALED SUMP I 4 IZ�4 T5 I 26'-0" �\ - I 4" UGo REO'D RADON DROP FLOOR 2" o z oo W v VENT (80* MAX.) 0 MEGH v a N 2-2x10 - - - - PAINTED o w o :E t9 ~ FLOOR N MONO1 w LAUN I W FINISH WALLS I I I 2x4 FURRING 26'-0" 30 -0 ? =W v x8 JI 1 � U/G ANCHOR STRAPS @ O.H.D WALLS .I N R-5 IN5UL LTI-PITCH��� _I, C14 N / ELEC PANEL I I FG3 8" OF 6" POURED 104" OF 10" POURED 20"X8" GONG. FTG. / 8" OF 6" POURED 104" OF 10" POURED 20"X8" GONG. FTG. I w I I M I2° FF21�e 12'-2" I I II I I II II STEP I I FTG I I I I II I I II (AT POOR) I I 40" OF 8" POURED 20"X8" GONG. FTG. II UNEX I I ii I -1--TRENCH DRAINS ABOVE I I II I II I II I II 51MP50N 5THP14 I I ANCHOR STRAPS I I @ O.H.D WALLS I I II LJ I L I I 8" OF 6" POURED 40" OF 8" POURED 20"X8" GONG. FTG. 1-4—TRENCH DRAIN5 ABOVE I II II 1 51MP50N 5TH1214 ANCHOR STRAPS I I @ O.H.D WALLS I I II I I II o I (AT POOR) I I 40" OF 8" POURED ~ I I I I 20"X8" GONG. FTG. I I ii I LJ L 2'-0" L- 8" OF 6" POURED 40" OF 8" POURED 20"X8" GONG. FTG. 141-011 26'-0" SIMPSON 5TH014 STEP ANCHOR STRAPS FTG @ O.H.D WALLS 8" OF 6" POURED 40" OF 10" POURED 13'-10" 20"X8" GONG. FTG. 8" OF 6" POURED 40" OF 8" POURED 20"X8" GONG. FTG. 13'-10" 8" OF 6" POURED 40" OF 8" POURED 20"X8" GONG. FTG. J F IJ m GARAGE FOUNDATION PLAN SCALE: 1 /4"=1'-0" 04 0 N F3'-0 2-4 7-I 51-1116-9 o I J 8" OF 6" POURED 104" OF 10" POURED 20"X8" GONG. FTG. / 8" OF 6" POURED 104" OF 10" POURED 20"X8" GONG. FTG. I w I I M I2° FF21�e 12'-2" I I II I I II II STEP I I FTG I I I I II I I II (AT POOR) I I 40" OF 8" POURED 20"X8" GONG. FTG. II UNEX I I ii I -1--TRENCH DRAINS ABOVE I I II I II I II I II 51MP50N 5THP14 I I ANCHOR STRAPS I I @ O.H.D WALLS I I II LJ I L I I 8" OF 6" POURED 40" OF 8" POURED 20"X8" GONG. FTG. 1-4—TRENCH DRAIN5 ABOVE I II II 1 51MP50N 5TH1214 ANCHOR STRAPS I I @ O.H.D WALLS I I II I I II o I (AT POOR) I I 40" OF 8" POURED ~ I I I I 20"X8" GONG. FTG. I I ii I LJ L 2'-0" L- 8" OF 6" POURED 40" OF 8" POURED 20"X8" GONG. FTG. 141-011 26'-0" SIMPSON 5TH014 STEP ANCHOR STRAPS FTG @ O.H.D WALLS 8" OF 6" POURED 40" OF 10" POURED 13'-10" 20"X8" GONG. FTG. 8" OF 6" POURED 40" OF 8" POURED 20"X8" GONG. FTG. 13'-10" 8" OF 6" POURED 40" OF 8" POURED 20"X8" GONG. FTG. J F IJ m GARAGE FOUNDATION PLAN SCALE: 1 /4"=1'-0" 04 0 N F3'-0 2-4 7-I 51-1116-9 7-3 11 7/811 - x 81- 0 14 u - 2'-0 7/8" I PAVERS OVER AZEK TEP `O , „ 6A5 GRILL x 5-0 5/8 1 1 CONCRETE CLINE I I 4 IW ATR IUM T5 I - 2-2x10 2-2x10 - - - MONO1 w LAUN I W 51MP50N 5THP14 I GIRDER 30 -0 ? =W v x8 JI 1 � U/G ANCHOR STRAPS @ O.H.D WALLS LTI-PITCH��� _I, �G.TILE J LT I BRED wD a, o =--J `S z� NBOBBE x Icn Q T- 12 x USSR w GIRDER'�1 �[ z_o U/G 1 TRU551 N N VENT 2$ Xv� W�IN5COT mow a\ D $ B.C. 2 L�aa x PD I 8Qx8QGARAGE DOOR L W/ CLASS COVE:nr J1 — — — — - 51PEE 2'-10" 3'-7° 2'-10" -� OVE ATH12 ENTRY30 48 10 1 = - OOD WOOD PD 0 rh 3QX8-0a, IQ 2" LVL WOOD DR W/ 61-5� w `D vo 1 PROVIDE TRU55 BEARING 2-2x10 �� LEG TH15 WALL CW15 1 1 N \� 2'-u zoc w = 1 MUD ROOM 5PREAD WEB `" C.TILE ENERGY HEEL TRU55E5 x �' 24" 0.6 o 0 ~ 3 M Mx\3 z� N M Quo ----- -- -- --- 30x8-0 Z) v cc - � /8° LVL - 2-2x10 o N N 9'-7 1/2" 20 M N. DR. 11" 11" 1'-8" r- x T � w WOO D 011 T STEPS ERS 2'-6° 41-0" 5'-6"rATTIG _ _ III 9, 6,i ACF -55 SIZES IIII AVER III III -1 I I _ _6" III II 1 1 1/2" GYP. BD. I I I AT WALLS & 5/8" TYPE "X" I -I---TRENCHGYP. I BD. @ CEILING DRAIN - IIII I 2x6 GARAGE WALLS hill 1 I 1 1 INSULATE WALLS & GLC. IIII I I o FINISHED «� hill 1 1 o I GARAGE \ Ghill IIII j j to I 4" GONG. FLOOR N N ti x I I I I IIII I I a I W/ FIBERMESH o x _ i i a\ EPDXY FLOOR cn-� o o kL-L, I 3I M N w N o I I I I I I d I I 0111111 co I I QtnO I� IIII I I I a,llll .N VIII 1 1 I IIII j j 1 I IIII II I )IIII I I IIII IIII I 1 IIII �II�fTGIRDER '-IIII i i TRUSS 71111 hill III IIII i ii 2-0 I IIII I I III LJ II — — — — S IMPSON STHD 14 _ r - III ANCHOR STRAPS @ O.H.D WALLS THIN GUT STONE VENEER I I I I I I I I I - -TRENCH I SPREAD WEB DRAIN o ENERGY HEEL TRUSSES F I� I I I I o I 24" O.G x �, ci 0 LJ I I uj I I Q to I occ < N QtnO I I d I 1 I I II NN I I II i- x o LJ 51MP50N 5TH1214 SET @ 91-3" ANCHOR STRAPS @ O.H.D WALLS 2-2x10 OFF T.O.F. 2-2x10 A251-2 FIX r-- MATCH HOUSE HGT 41-9 r1811 L X 21' 7/8" _o N CW25 FIX 4'-9 1/4" x 51-0 5/8 ii 71-0" 71-0" 5'-6" 4'-6" 21-0" 141-0" 101-0" 26'-0" GARAGE FLOOR PLAN SCALE; 1/4"=1'-0" rn 7 - IT 0 - ITO It O Ln Z O (D O cr) C? Z w no a-66 LL l� w 0 Z_ [d CZ•R'a LL O� J V .. m z x .. 6 F� J L� 0 a www � w of w w z o v � 0 V � z O (f) (D o w Nm ZQ� 00 O w 00 �N Zip ro � Z -i Qm J O c 0 ciaF�� z � W � W S 1— aao_ 7 -CO) �3 �slL O �3 oz zwo�- z D~Q Q o� civ IS-�O o =)zv cv zQ� O DSD W ^W 1�1 0 Www z a 1-4 z v U0 p r- 0 WN DATE: 11-3-22 REVISIONS: 11-10-22 11-16-22 3-31-23 4-6-23 4-10-23 6-14-23 DRAWN BY: JJ COMM. NO. 222249 SHEET NO. 4 I1-0° i I I I I ROOF I GLENWOOD 5HIN6LE5 15' FELT �i i� L INE F 5/8 0513 SHEATHING W/ H CLIPS SAD E ROOF TRU55E5 @ 24° O.G. (BY MFG) BEY D 12 6� =a 0 WOOD CEILING - - J 2.2x10 Iii -------- 2-2x10 6'-10° LONG BEAM CANT END 26° TOP @ 10'-6° BEYOND IN WALL b 11"0° 7'-11 N o STAIRWAY NOTES: STAIRWAY HEADROOM TO BE 7'-0° MIN. PORGHI HANDRAIL HEIGHT TO BE DONT. 34° TO 3811 A13OVE NOSING, OPN6'5 TO 13E LE55 THAN 411 3-2x12 STR IN6ERS @ 16" O.G. 10" TREADS FLA5HING PAVERS A5 REQ 2x8 TREATED PLATE THIN GUT 1/2°x12° A.B. @ 32° O.G. STONE FACE W/ SILL SEALERWI0x54 STEEL 413EAM FLUSH 2° FURRING W/ PLATE 104° OF 8° POURED 16°X8° GONG. FTG. WATER PROOFING 8° OF 6° POURED 104° OF 10° POURED 20°X8° GONG. FTG. 5 1 /4°x9 5/8° GLULAM GREAT ROOM 3/4° ADVANTEGH GLUE & NAILED 5UBFLOOR 20° FLOOR TRU55E5 @ 19.2° O.G. RIM (TYP) SPRAY FOAM I /2" GYP. BD. ii LIGHT 4 SOFFIT HALL a \��L1 �\ L 3 1/2" GONG. FLOOR L� W/ POLY UNDER GR055 5F,GTION Vll- SCALE: 1/4° = 1'-011 ROOF GLENWOOD 5HINGLE5 15' FELT 5/8° 0513 5HEATHIN6 W/ "Hu CLIPS ROOF TRU55E5 @ 24° O.G. (BY MFG) 11-0" * KICKOUT FLASHING TO 13E INSTALLED A5 NEEDED * EXTERIOR WALL FINISHER TO VERIFY KICKOUT G FLA5HIN6 15 IN5TALLE12 PRIOR TO FINISHING ARCH SOFFIT 12 13ARREL Ix6 CEDAR 9.5 VAULT °V° GROOVE * CARPENTER TO FLASH ALL EXTERIOR WINDOWS AND DOOR5 11-011 STONE PER MN. & IRC CODE REQUIREMENTS 12 �14 FLA5HING i PAVERS A5 REQ — ICE SHIELD OR EQUAL TO 24° IN5112E WALL BARREL VAULT VENT BAFFLES AT 24° O.G. 1-4 '�ARCH SOFFIT \� @ FRONT ------ - - - - ---- - N r N-- On 1i_Ou 3-2x101 1 I 1 2-2x10 z SOFFIT 15OFFIT L__�-- _ - --_J 11-811 �, 6-10 LONG ARCHED w v WINDOW o BEYOND 21-411 w END 261ANT TOP @ 101-611 =,o - - PORCH1I 2'-4° 1 I I N - FL - - - -� 31-0" 15T FLOOR PAVERS I ----------------- ------�LINE ---�- ---- -----I-------I I I N I -- THIN GUT STONE FACE I I I I I I I I I 31-6" I DETAIL G SCALE: I /4 - 1'-0 00 104° OF 8° POURED 16°X8° GONG. FTG. 2'-3° o C. I x6 CEDAR ' "V" GROOVE 6'-9° 12 61 ti o a+ PATIO PORCH12 EXTENDED 2-9 1/2° LVL 3 IS° LVL FL OR PARTIAL FLUSH MEDIA EXTERIOR WALL CONT. RIDGE VENT 104° OF 8° POURED 16°X8° GONG. FTG. w WATER PROOFING 8° OF 6° POURED 104° OF 10° POURED 20°X8° GONG. FTG. 5IDIN6 (5EE ELEV) TYVE�K HOUSE WRAP 7/16' 0513 SHEATHING 2x6 STU05 @ 16" O.G. R-21 INSULATION VAPOR BARRIER 1 /2° 5HEETROCK O 8° OF 6° POURED 40° OF 10° POURED n, 20°X8° GONG. FTG. II II II II VENT50% SO OF 200 II R-49 IN5UL WOOD CEILING 3-5 1/2" LVL W/ I PLATE 0 FOYER N 36° RAILING BEYOND 3/4°ADVANTEGH GLUE & NAILED 5UBFLOOR SPRAY FOAM RIM (TYP) - 2x8 TREATED PLATE I/2°x12° A.B. @ 32° O.G. W/ SILL SEALER 2x4 FURRING @ FIN. AREAS R-10 IN5UL. R-5 IN5UL. SOFFIT WI0x54 STEEL BEAM FLUSH W/ PLATE ~" HALL a, out DRAIN TILE A5 REQ. ON 2° MIN. OF WA5HED GRAVEL OR CRU5HED ROCK, AND COVERED WITH 6° MINIMUM OF SAME MATERIAL. PAVERS 112° OF 8° POURED 16°X8° GONG. FTG. co VAPOR 13ARR IER 5/81, GYP. BD. / 12 12 9.5 ' / TRU55E5 BEYOND\\ \ \ 12 \� 11.5 Co a 12 \\ VENT 1 -200 50% SOFFIT 7.5 \\ 50% ROOF TRU55 BEARING \\ R-49 IN5UL LEG TH15 WALL \ N N I2 61 M N 2-2x10 2-2x10 SIDE ENTRY 3/4° ADVANTEGH GLUE & NAILED 5U5FLOOR MID CHORD BEARING 20° FLOOR TRUSSES @ 19.2° O.G. - 8° OF 6° POURED 104° OF 10° POURED 20°XS° GONG. FTG. MEGH 3 1/2" GONG. FLOOR W/ POLY UNDER --- ---� � DROP FLOOR 2° Lc:)= UTD�C:)0 GREAT ROOM I 20° FLOOR TRUSSES @ 19.2° O.G. LIGHT SOFFIT MEDIA 3 1/2" GONG. FLOOR W/ POLY UNDER CRO55 5EGTION ''C'' G2 3'-31° 0`o 12°x12° WOOD BEAM (TYP) u u 21-0" 2-2x 10 WOOD BEAM BEYOND VAPOR BARRIER 5/81, GYP. BD. EXTENDED 2-11 7/8° LVL EXTERIOR WALL 5IDIN6 (SEE ELEV) TYVE� K HOUSE WRAP 7/16' 0513 5HEATHIN6 2x6 5TUD5 @ 16" O.G. R-21 INSULATION VAPOR BARRIER 1/2" 5HEETROCK THIN GUT REAL STONE VENEER 4 5EA50N PORCH 2x8 TREATED PLATE u 1/2°x12° A.B. @ 32° O.G. 3/4 ADVANTEGH w W/ SILL SEALER GLUE & NAILED PAVERS OVER = 5UBFLOOR CONCRETE --F77fi=A 20° FLOOR TRUSSES @ 19.2° O.G. 8° OF 6° POURED 118° OF 10° POURED 20°X8° GONG. FTG. 0 6RO55 5EGTION ''Ell SCALE: 1/4° = 1'-0° Im 2x8 5UBFA5CIA WIND5OR ONE 5/4°x10° FASCIA W/ 4° TRIM VENTED SOFFIT (SEE BUILDER SPECS) 5 1/4°x9 5/8° GLULAM AZEK DECKING 2x8 TRTD J5TS SLOPE TO 2x6 RUBBER MEMBRANE A5 REO.G 3/4° TRTD PLYWOOD FLA5HIN2x12 J5T5 SLOPE TO 2x10 DECK RIM CEDAR CLG -3-18° LVL FL OR 5 I/4°x13 3/4° PARTIAL FLUSH GLULAM -� PATIO o � Tn 0 _ o VER IFY 2x4 OR 2x6 TRTD BLOCKING Qf, POURED 40° OF 10° POURED 40° OF 8° POURED GONG. FTG. 16°X8° GONG. FTG. n, 130013ED GIRDER TRUSS 28'-8° LONG EXTENDED 2-9 1/2" LVL - 8° OF 6° POURED 118° OF 10° POURED 20°X8° GONG. FTG. R-10 IN5UL. EXERC ISE' o R-5 IN5UL. 3 1/2" GONG. FLOOR W/ POLY UNDER o Q 4° OF 6° POURED 44° OF 8° POURED r, 20°X8° GONG. FTG. 12 R-49 INSUL 14� VERIFY FINAL DESIGN VENT ROOF Ito -20010 50% SOFFIT 50% ROOF GIRDER TRUSS 28'-8° LONG DETAIL °G2" SCALE; 1 /4° = 1'-011 rn > �o � U Lc) Z Lc) L0 (-D O c/)� �w � O a-co LL wo z @ r� CZQ0� M Z z x uo0 VJ Q ww �~ w oew wt z o U';t z O Li 7n co Zoo o o -co > LN Zoo Zm ? LL:� Q 3:6 Jo o m Q r am wof ( oaCL. =co) z � W � W � W � F- o�� 0s �L o � oz z w o �-- z �~Q d d CL lLl�� CL N> - Lld >- o � N o o �zv N zd� rZ� 10 V y LJ } 1 v _ Z m ,y A w Q� (2) J ^0 V F� DATE: 11-3-22 REVISIONS: 11-10-22 11-16-22 3-31-23 4-6-23 4-10-23 6-14-23 DRAWN BY: JJ COMM. NO. 222249 SHEET NO. 6 ARCH SOFFIT 12 13ARREL Ix6 CEDAR 9.5 VAULT °V° GROOVE THIN GUT 11-011 STONE v PORCH1I FLA5HING i PAVERS A5 REQ — 104° OF 8° POURED 16°X8° GONG. FTG. w WATER PROOFING 8° OF 6° POURED 104° OF 10° POURED 20°X8° GONG. FTG. 5IDIN6 (5EE ELEV) TYVE�K HOUSE WRAP 7/16' 0513 SHEATHING 2x6 STU05 @ 16" O.G. R-21 INSULATION VAPOR BARRIER 1 /2° 5HEETROCK O 8° OF 6° POURED 40° OF 10° POURED n, 20°X8° GONG. FTG. II II II II VENT50% SO OF 200 II R-49 IN5UL WOOD CEILING 3-5 1/2" LVL W/ I PLATE 0 FOYER N 36° RAILING BEYOND 3/4°ADVANTEGH GLUE & NAILED 5UBFLOOR SPRAY FOAM RIM (TYP) - 2x8 TREATED PLATE I/2°x12° A.B. @ 32° O.G. W/ SILL SEALER 2x4 FURRING @ FIN. AREAS R-10 IN5UL. R-5 IN5UL. SOFFIT WI0x54 STEEL BEAM FLUSH W/ PLATE ~" HALL a, out DRAIN TILE A5 REQ. ON 2° MIN. OF WA5HED GRAVEL OR CRU5HED ROCK, AND COVERED WITH 6° MINIMUM OF SAME MATERIAL. PAVERS 112° OF 8° POURED 16°X8° GONG. FTG. co VAPOR 13ARR IER 5/81, GYP. BD. / 12 12 9.5 ' / TRU55E5 BEYOND\\ \ \ 12 \� 11.5 Co a 12 \\ VENT 1 -200 50% SOFFIT 7.5 \\ 50% ROOF TRU55 BEARING \\ R-49 IN5UL LEG TH15 WALL \ N N I2 61 M N 2-2x10 2-2x10 SIDE ENTRY 3/4° ADVANTEGH GLUE & NAILED 5U5FLOOR MID CHORD BEARING 20° FLOOR TRUSSES @ 19.2° O.G. - 8° OF 6° POURED 104° OF 10° POURED 20°XS° GONG. FTG. MEGH 3 1/2" GONG. FLOOR W/ POLY UNDER --- ---� � DROP FLOOR 2° Lc:)= UTD�C:)0 GREAT ROOM I 20° FLOOR TRUSSES @ 19.2° O.G. LIGHT SOFFIT MEDIA 3 1/2" GONG. FLOOR W/ POLY UNDER CRO55 5EGTION ''C'' G2 3'-31° 0`o 12°x12° WOOD BEAM (TYP) u u 21-0" 2-2x 10 WOOD BEAM BEYOND VAPOR BARRIER 5/81, GYP. BD. EXTENDED 2-11 7/8° LVL EXTERIOR WALL 5IDIN6 (SEE ELEV) TYVE� K HOUSE WRAP 7/16' 0513 5HEATHIN6 2x6 5TUD5 @ 16" O.G. R-21 INSULATION VAPOR BARRIER 1/2" 5HEETROCK THIN GUT REAL STONE VENEER 4 5EA50N PORCH 2x8 TREATED PLATE u 1/2°x12° A.B. @ 32° O.G. 3/4 ADVANTEGH w W/ SILL SEALER GLUE & NAILED PAVERS OVER = 5UBFLOOR CONCRETE --F77fi=A 20° FLOOR TRUSSES @ 19.2° O.G. 8° OF 6° POURED 118° OF 10° POURED 20°X8° GONG. FTG. 0 6RO55 5EGTION ''Ell SCALE: 1/4° = 1'-0° Im 2x8 5UBFA5CIA WIND5OR ONE 5/4°x10° FASCIA W/ 4° TRIM VENTED SOFFIT (SEE BUILDER SPECS) 5 1/4°x9 5/8° GLULAM AZEK DECKING 2x8 TRTD J5TS SLOPE TO 2x6 RUBBER MEMBRANE A5 REO.G 3/4° TRTD PLYWOOD FLA5HIN2x12 J5T5 SLOPE TO 2x10 DECK RIM CEDAR CLG -3-18° LVL FL OR 5 I/4°x13 3/4° PARTIAL FLUSH GLULAM -� PATIO o � Tn 0 _ o VER IFY 2x4 OR 2x6 TRTD BLOCKING Qf, POURED 40° OF 10° POURED 40° OF 8° POURED GONG. FTG. 16°X8° GONG. FTG. n, 130013ED GIRDER TRUSS 28'-8° LONG EXTENDED 2-9 1/2" LVL - 8° OF 6° POURED 118° OF 10° POURED 20°X8° GONG. FTG. R-10 IN5UL. EXERC ISE' o R-5 IN5UL. 3 1/2" GONG. FLOOR W/ POLY UNDER o Q 4° OF 6° POURED 44° OF 8° POURED r, 20°X8° GONG. FTG. 12 R-49 INSUL 14� VERIFY FINAL DESIGN VENT ROOF Ito -20010 50% SOFFIT 50% ROOF GIRDER TRUSS 28'-8° LONG DETAIL °G2" SCALE; 1 /4° = 1'-011 rn > �o � U Lc) Z Lc) L0 (-D O c/)� �w � O a-co LL wo z @ r� CZQ0� M Z z x uo0 VJ Q ww �~ w oew wt z o U';t z O Li 7n co Zoo o o -co > LN Zoo Zm ? LL:� Q 3:6 Jo o m Q r am wof ( oaCL. =co) z � W � W � W � F- o�� 0s �L o � oz z w o �-- z �~Q d d CL lLl�� CL N> - Lld >- o � N o o �zv N zd� rZ� 10 V y LJ } 1 v _ Z m ,y A w Q� (2) J ^0 V F� DATE: 11-3-22 REVISIONS: 11-10-22 11-16-22 3-31-23 4-6-23 4-10-23 6-14-23 DRAWN BY: JJ COMM. NO. 222249 SHEET NO. 6 GR055 SECTION °F" SCALE: 1 /4° = I' -Oil * KICKOUT FLASHING TO 13E INSTALLED A5 NEEDED 1'-0'l VALLEY JACKS @ 24° D.G. EXTERIOR WALL FINISHER TO VERIFY KIGKOUT FLASHING 15 IN5TALLED PRIOR TO FINI5HING * CARPENTER TO FLASH ALL EXTERIOR WINDOWS AND DOOR5 PER MN. & IRC CODE REQUIREMENTS 12 114 ROOF GLENWOOD 5HIN6LE5 15# FELT 5/8° 0513 5HEATHIN6 W/ °H° CLIPS ROOF TRU5565 @ 24° O.G. (BY MFG) FLUSH STONE HEARTH THIN GUT STONE VENEER LFN ICE SHIELD OR EQUAL 4n — — — — 4u v I'-8° TO 24° INSIDE WALL VENT BAFFLE5 AT 24° O.G. 31-011 0 R-49 INSUL 12 ii 1 /2 GYP. BD. ON 2x8 5UBFAS6IA �� ll ALL WALLS 5/8° TYPE WINDSOR ONE 5/4 x10 GIRDER 4--2-14" °X° GYP. BD. ON CEILING 3-2x10 2, 0„ FASCIA W/ 4° TRIM TRUSS VENTED SOFFIT (SEE BUILDER SPECS) LVL 2'-0" 3-11 7/8° LVL =� -ate, EXTERIOR WALL 7GARAGE HOUSE P 10 TYDVEK WRASEE 7/16° 0513 5HEATHIN6 2x6 STUDS @ 16" O.G. R-21 INSULATION VAPOR BARRIER 1/2" SHEETROCK 4° GONG. FLOOR W/ F113ERME5H (AT DOOR) 8° OF 6° POURED 40° OF 8° POURED 40° OF 8° POURED 20°X8° GONG. FTG. 20°X8° GONG. FTG. 6RO55 5E6TION 11611 SCALE: 1/4° = 1'-011 FLUSH STONE HEARTH THIN GUT STONE VENEER GREAT ROOM FIREPLACE 7 56ALE: 1/4" = I' -0'l THIN GUT STONE VENEER WOOD RIDGE r BEAM PER PLAN JA TV INSET 6x6 MANTLE rn 42° GERONA h � o RAISED STONE HEARTH 3" R06K FACE 2 PORCH F IREPLAGE 7 56ALE : 1 /4° = I' -O° 613 THIN GUT STONE VENEER QU TV INSET r� 41l x5u BOOK n� MANTLE CASE a 4° LINTEL 72° LINEAR 613 BOOK CASE RA15EP STONE HEARTH 6° DEEP nMEDIADFIREPLAGE SCALE: 1/4° = I' -0'l ARCHED COOKTOP HOOD BRACKETS GE IL INC BEAMS 0 5 GOOKTOP ELEVATION 7 SCALE a 1/411 = 11-0° rn 5 It It O Lr) Z Lc) Lr) (D O )C? Z w 00 a-oo LL r - w C z La r� O CZ VQ�� J .. M z x .. o J5 J O Q w W W Q � w oew wt z O U I—� z w N °� ZLoo o E_ co wN Z�-or� ZmJ Q j o oci m L >W d 7-00 W ^W V1 0 W ww zz az v U0 1.4 c0 p 0 ^W � I� DATE: 11-3-22 REVISIONS: 11-10-22 11-16-22 3-31-23 4-6-23 4-10-23 6-14-23 DRAWN BY: JJ COMM. NO. 222249 SHEET NO. 7 LFN N 4n — — — — 4u v I'-8° GREAT ROOM FIREPLACE 7 56ALE: 1/4" = I' -0'l THIN GUT STONE VENEER WOOD RIDGE r BEAM PER PLAN JA TV INSET 6x6 MANTLE rn 42° GERONA h � o RAISED STONE HEARTH 3" R06K FACE 2 PORCH F IREPLAGE 7 56ALE : 1 /4° = I' -O° 613 THIN GUT STONE VENEER QU TV INSET r� 41l x5u BOOK n� MANTLE CASE a 4° LINTEL 72° LINEAR 613 BOOK CASE RA15EP STONE HEARTH 6° DEEP nMEDIADFIREPLAGE SCALE: 1/4° = I' -0'l ARCHED COOKTOP HOOD BRACKETS GE IL INC BEAMS 0 5 GOOKTOP ELEVATION 7 SCALE a 1/411 = 11-0° rn 5 It It O Lr) Z Lc) Lr) (D O )C? Z w 00 a-oo LL r - w C z La r� O CZ VQ�� J .. M z x .. o J5 J O Q w W W Q � w oew wt z O U I—� z w N °� ZLoo o E_ co wN Z�-or� ZmJ Q j o oci m L >W d 7-00 W ^W V1 0 W ww zz az v U0 1.4 c0 p 0 ^W � I� DATE: 11-3-22 REVISIONS: 11-10-22 11-16-22 3-31-23 4-6-23 4-10-23 6-14-23 DRAWN BY: JJ COMM. NO. 222249 SHEET NO. 7 CEILING PRYWALL TAPED TO WALL DRYWALL DRYWALL CAULKED, GLUED, or 6A51<ETEP TO TOP PLATE DRYWALL CAULKED, 6LUED, or 6A5KETE19 TO BOTTOM PLATE BOTTOM PLATE CAULKED or GASKETED TO 5UBFLOOR SPRAY FOAM INSUL. R21 MINIMUM EXTERIOR SHEATHING CAULKED, GLUED, or 6A5KETEP TO SILL PLATE TRTD SILL PLATE W/ SILL SEALER/GASKET TAPED OR 5EALED JOINT @ EXTERIOR SHEATHING & FOUNDATION INSULATION OPTION #I REV. 11-17-17 ENVELOPE AIR 5EAL ING NOTE: 5HADED COMPONENTS DE516NATE AIR FLOW RETARDER SYSTEM I. ICE & WATER 5HIELD ALL VALLEYS ICE & WATER SHIELD 2411 UP ALL WALLS WHERE ROOF RUNS ALONG WALL * ALL SCREWS OR NAIL5 BEING DRILLED THROUGH STUCCO OR 51PINO MUST BE PREDRILLED AND SEALED W/ SILICONE TO PREVENT WATER LEAKAGE * ALL SUBCONTRACTORS MUST SEAL ALL PENETRATIONS TO EXTERIOR OF HOUSE WHEN ANY HOLES ARE GUT OR PENETRATIONS ARE COMPLETED * FLASH ALL WINDOW5 AND DOOR5 K16KOUT FLASHING TO BE INSTALLED BY ROOFERS 2. CONTINUOUS VAPOR BARRIER AT ALL WALL FRAMING TO EXTERIOR AND ON TOP OF ALL TOP PLATES TAPE ALL VAPOR BARRIER5. FOAM ALL WIRES AND ITEM5 THAT PENETRATE VAPOR BARRIER, FOAM AROUND ALL WINDOW5 AND DOOR5. TO ATTIC. ALL CANTILEVERS, CORNERS, & RIMS TO BE COVERED W/ BLD6. PAPER PRIOR TO 51P ING. 5TU660 / 5TONE ATTA6HMENT I. GALL FOR INSPECTION TO VERIFY COMPLIANCE WHEN PAPER 15 COMPLETE IN ONE WINDOW AREA. 2. WEATHER RE515TIVE BARRIERS: WEATHER RE51STIVE BARRIERS OVER WOOD BASED 5HEATHIN6 SHALL INCLUDE 2 LAYERS OF GRADE D PAPER. NOTE TYPE 15 OR 151 FELT 15 NOT GRADE D PAPER. VERTICAL JOINTS IN PAPER SHALL BE LAPPED AT LEAST 2 INCHES 3. EXTERIOR OPENINGS FLASHED EXTERIOR OPENINGS SHALL BE FLA5HED. THE NAILING FLANGE ON WINPOW5 WILL NOT BE ACCEPTED FOR FLASHING UNLF-55 THE MANUFACTURERS INSTALLATION INSTRUCTIONS ARE PROVIDED ON 51TE STATING THE FLANGE 15 ACCEPTABLE AS FLASHING. 4. WINDOW FLAN6E5: PAPER SHALL BE INSTALLED ON THE BOTTOM AND SIDES OF WINDOW BEFORE INSTALLING WINDOW. PAPER ON THE TOP OF WINDOW SHALL GO OVER THE WINDOW FLASHING. A SECOND LAYER OF PAPER SHALL BE INSTALLED OVER THE SIDE WINDOW FLANGES 5. WINDOW OPENINC75: CAULK OR TAPE WINDOW OPENINC5 TO MAKE THEM WATERPROOF. OTHER OPENINGS MUST BE CAULKED WEATHERPROOF. 6. PAPER ENTIRE WALL: PAPER MUST BE INSTALLED ON THE ENTIRE WALL INCLUDING WITHIN THE SOFFIT FRAMING. ALL PAPER MUST BE IN5TALLE12 SHINGLE FASHION TO DRAIN OUT. 7. FLASHING: KICKOUT FLASHING 15 REQUIRED AT WALL/ROOF INTERSECTIONS WHERE THE ROOF LINE DOES NOT EXTEND PAST THE WALL. OTHER OPF-NIN65 SHALL BE FLASHED TO MAKE THEM WEATHERPROOF 8. WEEP SCREED: A CORRO51ON RE515TANT WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3 1/2" INCHES SHALL BE PROVIDED AT OR BELOW THE FOUNDATION PLATE. THE SCREED MUST BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE CONCRETE AND SHALL BE OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR. WEEP SCREEDS MAY BE JUST BELOW THE PLATE LINE OR MAY EXTEND ONTO THE FOUNDATION, PROVIDED THERE 15 PAPER ON THE FOUNDATION. STUCCO MUST COVER, BUT NOT EXTEND BELOW, THE LATH AND PAPER DRYWALL CAULKED, GLUED, or 6A51<ETEP TO TOP PLATE EXTERIOR SHEATHING CAULKED, GLUED, or 6A51<ETEP TO TOP PLATE TAPED OR SEALED JOINTS IN EXTERIOR SHEATHING EXTERIOR SHEATHING CAULKED, 6LUED, or 6A51<ETEP TO BOTTOM PLATE SPRAY FOAM INSUL. R21 MINIMUM EXTERIOR SHEATHING CAULKED, GLUED, or 6A5KETEP TO SILL PLATE TRTD SILL PLATE W/ SILL SEALER/GASKET TAPED OR SEALED JOINT @ EXTERIOR SHEATHING & FOUNDATION INSULATION OPTION #2 REV. 11-17-17 ENVELOPE AIR 5EALING * NOTE: 5HADE12 COMPONENTS PE516NATE AIR FLOW RETARDER SYSTEM o Z INSULATE RADON PIPE @ UNCONDITIONED SPACE (R-4 MIN.) FF IIII 1 311 MIN. A35 OR PVC OR EQUIVALENT I GASTIGHT PIPE (AF103.6.1) PROVIDE SPACE FOR FUTURE 1 I INSTALLATION OF A FAN (1303.2402.5.A) * MIN. 24" DIAMETER CENTERED ON 1 I THE AX 15 OF THE VENT 5TACK PER PLAN L I j J MIN. VERTICAL DISTANCE 36" INSTALL LIVE OUTLET IN ATTIC WHERE 1 FUT. FAN MAY BE INSTALLED (1303.2402.6) PER PLAN PER PLAN 5EAL ALL JOINTS--. BETWEEN SLAB AND FOUND. WALL (1303.2402.4 ) 0 411 PERFORATED DRAIN TILE W/FILTER FABRIC 8"X16" ROCK TRENCH - (111-1 1/211) PLAN REVIEW AND INSPECTION ISSUES This list of items may be helpful for Plan Reviewers and Building Inspectors to use as a guide for enforcing the Minnesota Energy Code. The items apply to IRC, one- and two-family residential dwellings. * The items marked with apply only to detached one- and two-family residential dwellings. PLAN REVIEW ISSUES FOUNDATION INSULATION ❑ exterior foundation wall insulation R-10 minimum ❑ foundation insulation extends from the top of the wall down to top of the footing ❑ exterior foundation insylation is covered protective product from top of exposed insulation to 61 below grade level CONCRETE SLAB OR UNPER-5LAB INSULATION ❑ slab on grade perimeter insulation R-10 minimum ❑ slab insulation extends from top of slab to design frost line or top of footing ❑ floors over unheated space R-38 minimum WINDOWS / POOR5 / SKYLIGHTS ❑ average U -value is 0.32 maximum for windows and glass doors ❑ average U -value is 0.55 maximum for skylights ❑ window U -value consistent with Energy Compliance Certificate MECHANICAL VENTILATION ISSUES ❑ residential mechanical ventilation system provides adequate ventilation per code requirements* ❑ furnace efficiency is consistent with Energy Compliance Certificate ❑ protection against excessive depressurization is installed per code requirements* ENVELOPE INSULATION FOR PLAN REVIEW ❑ interior basement insulation of R-5 minimum & R- I I maximum unless closed cell spray insulation. see R402.2.8 exception to remove interior insulation. ❑ ceilings with attics R-49 minimum. Roof /ceiling assemblies must have a minimum 61 energy heel. R-38 will be allowed when full height of uncompressed R-38 extends over the exterior wall top plate at eaves ❑ wood framed wall insulation of R-20 or R-13 + R-5. R-13 refers to wall cavity insulation, R-5 refers to continuous insulation IN5PE6T10N I55UE5 CONGEALED INSULATION FRAMING AND 5HEATHIN6 ❑ wind wash barrier installed at attic edge ❑ exterior wall corners framed so that insulation can be installed after exterior sheathing is installed ❑ intersections of interior partition walls and exterior walls are framed so that insulation can be installed between the partition and exterior sheathing after exterior sheathing is installed ❑ gaps between framing less than one-half inch are eliminated by securing framing together or are insulated at the time of assembly ❑ all penetrations between conditioned and unconditioned spaces made prior to framing inspection are sealed ❑ windows must be insulated and sealed at installation INTERIOR AIR BARRIER ❑ all fire stops are air sealed ❑ pipes, ducts, wires, equipment and flues and chimneys through the interior air barrier are sealed ❑ a sealed continuous interior air barrier is installed on the warm side of the building envelope at ceilings, walls, and floor rim joist areas* ❑ air barrier behind tub and shower is sealed and protected ❑ recessed light fixtures are sealed ENVELOPE INSULATION ❑ total basement wall insulation is R-15 minimum, minimum R-10 at exterior ❑ wind wash barrier on wall separating house and garage is sealed ❑ loose fill insulation is prevented from entering the eaves ❑ insulation on skylight shafts and walls exposed in attics is supported on the unconditioned side ATTIC INSULATION ❑ attic access panel insulated to R-38 minimum for ceiling panel and R-21 minimum for wall panel ❑ attic card attached to framing near access opening ❑ notification of attic R -value and date of installation posted near building permit inspection card PER PLAN r------ I INSTALL LABEL READING (RADON REDUCTION SYSTEM) ON THE VENT PIPE AT EACH FLOOR AND IN ACCE55113LE ATTICS (1303.2402.5.15) ALL PIPE JOINTS AND FITTINGS TO BE GLUED OR TRAN51TION 60UPL ING5 SEAL ALL FLOOR OPENINGS INSTALL LABEL READING (RADON REDUCTION SYSTEM) ON THE VENT PIPE AT EACH FLOOR AND IN AC6E551131-E ATTICS (1303.2402.5.E) ALL CONTROL JOINTS, 150LATION JOINTS, CONSTRUCTION JOINTS, AND ANY OTHER JOINTS IN CONCRETE 5LA135 SHALL BE 5EALE12 WITH CAULK OR 56ALANT SEAL ALL SLAB OPEN IN65 (1303.2402.4 ) SEALED 5UMP BASKET WATER 1215CHARC6 PIPE W/ BACKFLOW PREVENTER INSTALLED MIN. 6 MIL CRO55 LAMINATED POLY SHALL BE LAPPED 1211 AND PLACED BELOW THE 5LA13 AND ON TOP OF 4" MIN. 5AND 6A5 PERMEABLE LAYER PA551VE RADON DETAIL SCALE: 1/4" = 11-011 RAISE GONG. FLOOR TO TOP OF 5TEM WALL DRAIN TILE R-10 FOUNDATION IN5UL.--,,,, POURED CONCRETE FOUNDATION PER PLAN SEE SECTION FOR ICE & WATER 5HIELD WALL INFO SEE SECTION FOR 5UBFLOOR INFO LEDGER FLASHING 703.4 DECK INC PER PLAN FLOOR TRU55 TRTD J5T5 PER PLAN PER TRTD DECK LEDGER PLAN \,1/2" HOT -PIPPED R-21 SPRAY FOAM INSUL. GALVANIZED LAG SCREW OR THRU-13OLT AND WASHERS, 5TAGGERED NOTE: INSTALL ICE & WATER SHIELD (MIN. 3611 WIDE) BEHIND DECK RIM PRE DRILL DECK RIM & FILL HOLES W/ 51LICONE USE LAG SCREWS OR BOLTS TO ATTACH MINIMUM OF 6" OF FLA5HIN6 I1\15TALLED OVER DECK RIM 51LICONE THREE EDGES OF DECK RIM TO ICE & WATER SHIELD RIM DETAIL @ DECK SECTION VIEW PERPENDICULAR * SEE ALSO PARALLEL RIM DETAIL FOR HOLD DOWN OR ADDITIONAL BLOCKING 5IMILAR TEN51ON DEV ICE DECK J015T PER PLAN I DOUBLE FULL DEPTH LVL 1/2" PLYWOOD 514EATHIN6RIM BD. VERIFY W/ FLUSH W/ 50LIP BLOCKING HEADER5 IF SHOWN ON BEHIND OR MICROLAM PLAN NAILED TO SIDE OF TRU55 @ HOLD DOWN * HOLD DOWN TENSION DEVICE MUST BE INSTALLED IN NOT LE55 THAN TWO LOCATIONS PER DECK * EACH LOCATION MUST HAVE AN ALLOWABLE STRESS DE516N CAPACITY OF NOT LESS THAN (1) 1,500 POUNDS OR (2) 750 POUND5 RIM DETAIL@DECK SECTION VIEW PERPENDICULAR FIGURE 507.9.2 MODIFIED FOR FLOOR TRUSS SEE SECTION SHEATHING ALIGNS W/ FOUNDATION 2X6 TRTD PLATE W/ I /211x 1211 A.B. @ 32" OG SILL SEALER NOTE: EXTERIOR WATERPROOFING 15 NOT REQUIRED HERE IF 6LO5E12 CELL INSULATION SEALS THE SILL PLATE AND TOP OF FOUNDATION WALL z GRADE EXT. WATERPROOF COATING FROM TOP OF FOOTING TO TOP OF INTERIOR WALL EDGE REV. 12-23-19 WALKOUT WALL DETAIL • FOUNDATION WALL IN LINE WITH SHEATHING ABOVE • PROVIDE ADDITIONAL BLOCKING AT POINT LOADS SEE SECTION FOR DECK LEDGER CONNECTION TO BAND J015T > WALL INFO DECK LIVE LOAD = 40psf, DECK DEAD LDAP = I0psf o SEE SECTION FOR 5U13FLOOR INFO ICE & WATER 5HIELD 2X10 RIBBON Lo z n if)CD 0 TABLE R507.9.1.3(1)RE5I12ENTIAL DECK J015T SPAN CONNECTION DETAIL LEP6ER FLASHING 703.4 6 & LE55 61-111 TO 8 81-111 TO 101 101-111 TO 12 12'-1" TO 14 141-111 TO I6 16'- 1 TO I8 w FLOOR TRU55 PER PLAN DECKING PER PLAN 1/2" DIAMETER LA6 SCREWS W/ 1/2" MAX 5HEATHING°'` II 30 O.G. II 23 O.G. II 18 D.G. II 15 O.G. II I3 O.G. II I I D.G. II 10 O.G. z C) w LL PLAN W/ DOUBLE ETRTD J5T5 PER PLAN z VERTICAL -ENP -WEBS 7 TRTD DECK LEDGER 1/2" DIAMETER BOLT5 W/ I /2" MAX. SHEATHING` " 36 O.G. " 36 O.G. " 34 O.G. " 29 O.G. " 24 O.G. " 21 O.G. " I9 O.G. a 0Q0 Z J R-21 SPRAY FOAM IN5UL. (1 m z .. I/211 HOT-DIPPEP SCREW OR 1/2" DIAMETER BOLT5 W/ I" MAX SHEATHING° 1I 36 O.G. I1 36 O.G. I1 29 O.G. 1I 24 O.G. I1 21 O.G. 1I 18 O.G. 1I 16 O.G. � a o Q w GALVANIZED LAG THRU-13OLT AND WA5HER5, FOR SI I �� =25.4 MM, I FOOT =304.8 MM. I POUND PER SQUARE FOOT = 0.0479 KPA w w J NOTE STAGGERED A. LEDGERS SHALL BE FLASHED IN ACCORDANCE WITH SECTION 703.4 TO PREVENT WATER FROM CONTACTING THE HOU56 BANG JOIST 0 11 INSTALL ICE & WATER 5HIELD (MIN. 36 WIDE) BEHIND DECK RIM B. THE TIP OF THE LAG 56REW SHALL FULLY EXTEND BEYOND THE INSIDE FACE OF THE BAND JOIST. C/' PRE DRILL DECK RIM & FILL HOLES W/ SILICONE G. SHEATHING SHALL BE WOOD STRUCTURAL PANEL OR SOLID SAWN LUMBER w 06 USE LAG SCREWS OR BOLTS TO ATTACH D. SHEATHING SHALL BE PERMITTED TO BE WOOD STRUCTURAL PANEL, 6YP5UM BOARD OR FIBERBOARD, LUMBER, OR FOAM 5HEATHING. Z o MINIMUM OF 6" OF FLASHING INSTALLED OVER DECK RIM UP TO I" THICKNESS OF 5TACKED WASHERS SHALL BE PERMITTED TO 5UI35TITUTE FOR UP TO I" OF ALLOWABLE 5HEATHING , '0 SILICONE THREE EDGES OF DECK RIM TO ICE & WATER 5HIEL12 THICKNESS WHERE COMBINED WITH WOOD STRUCTURAL PANEL OR LUMBER 5HEATHING.U) 0 0 RIM DETAIL @ DECK TABLE R507.9.1.3(2) PLACEMENT OF LAG SCREWS &BOLTS IN DECK LEDGERS &BAND JOISTS Z o SECTION PARALLEL TOP EDGEBOTTOM EDGE ENDS ROW SPACING n- 00 Z VIEW LEDGER 2 INCHES (D) 1/4 INCH 2 INCH (B) 15/8 INCH (B) 01) FLOOR SHEATHING FLOOR TRU55 RIBBON 3/4 INCH 2 INCH 2 INCH (B) 15/8 INCH (B) ZJ��° m NAILING AT 611 MAX. FOR 51; I"=25.4 MM Q D.G. TO TRU55 WITH HOLD DOWN OR 5IMILAR TEN51ON A. LAG SCREWS AND BOLT5 SHALL BE 5TAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL RUN OF THE DECK LEDGER IN J o m 0 d rn Ld HOLD DOWN ACCORDANCE WITH FIGURE R507.2.1(1) Of DEVICE B. MAXIMUM 5 INCHES v G. EXCLUDED NO ENGINEERED WOOD PRODUCT RIM USED FLOOR DECK JOIST D. THE MINIMUM DISTANCE FROM BOTTOM ROW OF LAG SCREWS OR BOLT5 TO THE TOP EDGE OF THE LEDGER SHALL BE IN ACCORDANCE TRUSS PER PER PLAN WITH FIGURE 13507.2.1(I) PLAN l�J FIGURE R507.9.1.3(l)TABLE R507.7 1/2" PLYWOOD 5HEATHIN6 2" 5PACIN6PACIN65PACIN65PACIN6SPACIN65PACIN651PACING 5eACIN65PACIN6 AGING DECKING MATERIAL MAXIMUM ON -CENTER J015T SPACING W/ 5OL ID BLOCK ING MIN. _ z - -i 1- - - - - 77-- r TYPE & NOM. 51ZE PERP. TO J5T5 DIAGONAL TO J5T51-Do BEHIND OR MICROLAM c � u n n 5/4 THICK WOOD I6 12@ NAILED TO SIDE OF TRU55 HOLD DOWN _ -_t I I I -t 4- L_ I I I I I 11 � 1 2" THICK WOOD 24'1 16'1 * ' ' PLA5TIC COMP051TE IN ACCORDANCE WITH 507.2 z HOLD DOWN TENSION DEVICE MUST BE IN5TALLED IN NOT LE55 THAN TWO LOCATIONS PER DECK a - LAG SCREW I ILEvGE 1 -t- I 1 _ _ _ _1 _ LOR BOLT _ _L J 5PLICE _ _ L 1 TRU55 _ _ L_ LRIBBON _ _J _ i_ _ _ _ a. MAXIMUM ANGLE OF 45 DEGREES FROM PERPENDICULAR �3 W * EACH LOCATION MUST HAVE AN ALLOWABLE 5TRE55 FOR WOOD DECK BOARDS �0 W DESIGN CAPACITY OF NOT LE55 THAN (1) 1,500 POUNDS DECK CONNECTION NOTES o OR (2) 750 POUND5 O RIM DETAIL @DECK A. TABLES & FIGURE HAVE BEEN MODIFIED FROM CODE BOOK TO REFLECT FLOOR TRU55 6ONDITION5 WITH 2X10 Q SECTION VIEW PARALLEL FIGURE 507,9,2 MODIFIED RIBBON WITH TREATED 2X10 DECK RIM z d FOR FLOOR TRU55 d CL W�� C :> SEE SECTION ---SEE Q 0 �no 515E SECTION FORo 5HEATHIN6 AL16NS W/ D z v 5UBFLOOR INFO FOUNDATION INSULATION z SEE SECTION 2X8 TRTD PLATE W/ 1 /2"x 12" A.B. @ 32" Or- SILL GSILL SEALER VERIFY 2x BLOCK ING - 1/2" GYP. BD. @ - - FIN. AREAS FURRING 5TU125 PER PLAN R-5 INSUL. OR------- I" R-_I" AIRSPACE POURED CONCRETE' FOUNDATION PER PLAN 5HEATHIN6 ALIGNS W/ FOUNDATION INSULATION NOTE: EXTERIOR WATERPROOFING 15 NOT REQUIRED HERE IF CLOSED CELL INSULATION SEALS THE SILL PLATE AND TOP OF FOUNDATION WALL H4.. 'I UP TO I J" PLATE OVERHANG H -FE GRADE z_ ABOVE GRADE INSUL. PROTECTION 2 11 :E TO EXTEND 611 BELOW GRADE 111 - EXT. WATERPROOF COATING ��FROM TOP OF FOOTING TO TOP Ol` INTERIOR WALL E126E R-10 FOUNDATION IN5UL. NON DRAINING EXTERIOR �FOUNPATION INSULATION PROVIDE 6 MILL POLY SLIP SHEET PER R402.1.1.3 REV. 12-23-19 FOUNDATION WALL DETAIL • FOUNDATION WALL HELD IN 2" FROM SHEATHING ABOVE • PROVIDE ADDITIONAL BLOCKING AT POINT LOAD5 • SEE R402.2,8 EXCEPTION TO REMOVE INTERIOR INSULATION (CALCULATIONS TO BE DONE BY OTHERS) • UNPROTECTED INTERIOR INSULATION TO BE FOIL FACED • MAX INTERIOR FOUND. INSULATION R -I1 • AT NO FURRING AREAS (UNPROTECTED) PROVIDE FOIL FACED INTERIOR INSULATION FLOOR) 2x RIBBON PER TRU55 PER TRU55 MANUF. PLAN R-21 RIM-� INSULATION 2X8 TRTD PLATE W/1/2"xl2" A.B. @ 32" OG SILL 56ALF-R 1/2" GYP. BD. @ - FIN. AREAS FURRING 5TUD5 PER PLAN R-5 INSUL. OR ------ I" AIRSPACE POURED CONCRETE" FOUNDATION PER PLAN CANTILEVER FLOOR TRU55E5 1 1/2" NOTE: EXTERIOR WATERPROOFING 15 NOT REQUIRED HERE IF CLO5E0 CELL INSULATION SEALS THE SILL PLATE AND TOP OF FOUNDATION WALL UP TO I J" PLATE OVERHANG - INSULATION PROTECTION -R-10 FOUNDATION IN5UL. GONG. 5LA13 PER PLAN z_ :E PROVIDE INSULATION PROTECTION :o AT NO 5LA13 CONDITION5 EXT. WATERPROOF COATING 1FROM TOP OF FOOTING TO TOP OF INTERIOR WALL EDGE R-10 FOUNDATION INSUL. NON DRAINING EXTERIOR FOUNDATION INSULATION PROVIDE 6 MILL POLY SLIP SHEET PER FR402.1.1.3 REV. 12-23-19 FULL FOUNDATION WALL DETAIL • FOUNDATION WALL HELD IN 2" FROM SHEATHING ABOVE • PROVIDE ADDITIONAL BLOCKING AT POINT LOAD5 • SEE R402.2.8 EXCEPTION TO REMOVE INTERIOR INSULATION (CALCULATIONS TO BE DONE BY OTHERS) • UNPROTECTED INTERIOR INSULATION TO BE FOIL FACED • MAX INTERIOR FOUND. INSULATION R -I I • AT NO FURRING AREAS (UNPROTECTED) PROVIDE FOIL FACED INTERIOR INSULATION SEE SECTION FOR 5UBFLOOR INFO rLUUK' 2x RIBBON PERS TRUSS PER TRU55 MANUF. PLAN R-21 RIM INSULATION 2X8 TRTD PLATE W/ I /211x 1211 A.B. @ 32" OG SILL SEALER 1/21, GYP. BD. @ - - FIN. AREAS FURRING 5TU125 PER PLAN R-5 IN5UL. OR ------- I" AIR5PACE POURED CONCRETE" FOUNDATION PER PLAN I° 2" SEE SECTION 5HEATHIN6 AL16NS W/ FOUNDATION INSULATION NOTE: EXTERIOR WATERPROOFING 15 NOT REQUIRED HERE IF CLOSED CELL INSULATION SEALS THE SILL PLATE AND TOP OF FOUNDATION WALL UP TO I J" PLATE OVERHANG CANTILEVER FLOOR TRU55E5 1 I /211 GRADE z ABOVE GRADE IN5UL. PROTECTION �o TO EXTEND 611 BELOW GRADE EXT. WATERPROOF COATING FROM TOP OF FOOTING TO TOP OF INTERIOR WALL E126E R-10 FOUNDATION IN5UL. NON DRAINING EXTERIOR FOUNDATION INSULATION PROVIDE 6 MILL POLY SLIP SHEET PER R402.1.1.3 REV. 12-23-19 FULL FOUNDATION WALL DETAIL • FOUNDATION WALL HELD IN 211 FROM 5HEATHING ABOVE • PROVIDE ADDITIONAL BLOCKING AT POINT LOAP5 • SEE R402.2.8 EXCEPTION TO REMOVE INTERIOR INSULATION (CALCULATIONS TO BE DONE BY OTHER5) • UNPROTECTED INTERIOR INSULATION TO BE FOIL FACED • MAX INTERIOR FOUND. INSULATION R-11 • AT NO FURRING AREAS (UNPROTECTED) PROVIDE FOIL FACED INTERIOR INSULATION M DATE: 11-3-22 REVISIONS: 11-10-22 11-16-22 3-31-23 4-6-23 4-10-23 6-14-23 DRAWN BY: JJ COMM. NO. 222249 SHEET NO. I 2023 FOUNDATION GUIDE SCOPE OF DRAWINGS: THESE CAST -IN-PLACE CONCRETE FOUNDATION WALL GUIDELINE DRAWINGS ARE PREPARED AND CERTIFIED BY THE HANSON GROUP IN COMPLIANCE WITH THE MINNESOTA RESIDENTIAL CODE. THESE DRAWINGS CONTAIN STRUCTURAL INFORMATION FOR USE IN THE CONSTRUCTION OF STAN❑ARD C.I.P- CONCRETE FOUNDATIONS FOR TYPICAL RESIDENTIAL CONDITIONS- THIS INFORMATION IS RELEVANT TO THE CONCRETE CONTRACTOR. THE GENERAL CONTRACTOR. AND THE FRAMING CONTRACTOR. THESE DRAWINGS EXPIRE ON DECEMBER 31, 2023, DRAWING USE GUIDELINES AND LIMITATIONS THE CONTRACTOR LISTED IN THE TITLE BLOCK BELOW 15 LICENSED BY THE HANSON GROUP TO USE THIS PACKET WITHIN THESE LIMITATIONS NOTED FOR PROJECTS WHICH THE LICENSEE IS DIRECTLY RESPONSIBLE. THE LICENSEE MAY RELEASE THIS PACKET TO ITS SUB -CONTRACTORS AND CLIENTS FOR USE IN THE PROCUREMENT OF BUILDING PERMITS FOR PROJECTS WHICH THE LICENSEE IS USING THESE DRAWINGS. THE FOUNDATION GUIDELINES ARE TO BE ISSUED TO THE APPROPRIATE BUILDING DEPARTMENT IN ACCORDANCE WITH THEIR APPROVED PROCEDURE FOR USE BY THE BUILDING AGENCY DURING PLAN REVIEW AND INSPECTIONS - LIMITATIONS 1. BASEMENT FOUNDATION WALLS TEN FOOT OR LESS IN CLEAR HEIGHT (FROM TOP OF FLOOR SLAB TO TOP OF CONCRETE WALL AT SILL PLATE BEARING -NOT NECESSARILY BASEMENT CEILING HEIGHT) - 2. STRUCTURE HEIGHT IS NOT TO EXCEED TWO STORIES ABOVE THE BASEMENT. 3. OVERALL BUILDING IS ASSUMED TO FALL 'WITHIN THE PRESCRIPTIVE LIMITATIONS OF THE CODE A SITE SPECIFIC PLAN REVIEW HAS NOT BEEN PERFORMED - 4. STRUCTURES CONSTRUCTED OF WOOD FLOOR, WOOD ROOF. AND WOOD WALLS ONLY. NO PRECAST OR STRUCTURAL CONCRETE BEARING ON FOUNDATION WALLS IS PERMITTED. 5. EXTERIOR GRADE SLOPING DOWN AND AWAY FROM THE FOUNDATION WALLS. 6, ANY CASE BEYOND THE ABOVE NOTED ITEMS REQUIRES SEPARATE AND SPECIFIC STRUCTURAL ENGINEERING DOCUMENTS - COLD WEATHER GUIDELINES: 1. THE CONTRACTOR AND CONCRETE SUPPLIER ARE TO WORK TO OBTAIN A MIX DESIGN WHICH WILL ADECUATELY PERFORM UNDER THE EXPECTED CONSTRUCTION CONDITIONS. THE USE OF ADDITIONAL CEMENT, HIGH -EARLY STRENGTH CONCRETE. ANDI❑R ACCELERATOR IS RECOMMENDED AT TEMPERATURES AND CONDITIONS EXPECTED LESS THAN TWENTY DEGREES F- 2. DELIVER CONCRETE WARM AND IN A TIMELY MANNER. PLACE CONCRETE EARLY IN THE DAY WHEN POSSIBLE - 3. DO NOT ADD ADD TIONAL WATER TO THE CONCRETE- THE USE OF WATER REDUCIN3 AGENTS IS RECCMMENDED WHEN WORKABILITY CONCERNS EXIST. NO CONCRETE IS TO BE PLACED ON SNOW OR IN CONTACT WITH FROZEN MATERIALS. 4. REBAR DOES NOT NEED TO BE PRE -HEATED. BUT 1S TO BE FREE OF FROST- SNOW. AND ICE - 5. BLANKETS OR OTHER ACCEPTED PROTECTION IS HIGHLY RECOMMENDED FOR THE TOP 24' OF THE WALLS WHEN THE AIR TEMPERATURE IS LESS THAN TEN DEGREES F AND FOR THE FULL HEIGHT OF THE WALL WHEN THE AIR TEMPERATURE IS LESS THAN ZERO DEGREES F. "THE ABOVE COLD WEATHER GUIDELINES ARE GENERAL RECOMMENDATIONS AND ALL ACI COLD WEATHER REQUIREMENTS ARE TO BE FOLLOWED AT THE RESPONSIBILITY OF THE LICENSEE. MATERIALS CONCRETE WALLS' F'c = 3000 PSI @ 28 DAYS MIX DESIGN AND PROPORTIONED BY CONCRETE SUPPLIER CONCRETE FOOTINGS: F'c = 5000 PSI @ 28 DAYS (OR 3000 PSI WITH AN APPROVED ADMIXTURE THAT PROVIDES A WATER AND VAPOR. RESISTANCE AT LEAST OR EQUIVALENT TO 5000 PSI CONCRETE - AGGREGATE: FOOTINGS - 1 Y" MAX. Y2"O r 10" LONG ANCHOR WALLSSLABS - Y4" MAX. REINFORCING STEEL: #4• BARS - ASTM A615 GRADE 40 BOLTS (7" MIN- EMBED) #5+ BARS - ASTM A615 GRADE 60 TREATED SILL PLATE. SYP GRADE #2 OR BETTER ALLOWABLE SOIL FRAMING SILL BEARING PRESSURE 1.500 PSF MINIMUM GENERAL NOTES 1. DO NOT BACKFILL BASEMENT WALLS UNTIL THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVE STRENGTH OF 2,250 PSI. IN ADDITION. DO NOT BACKFILL UNTIL THE BASEMENT WALLS ARE LATERALLY SUPPORTED BY THE FINAL INSTALLED FLOOR CONSTRUCTION AT THE TOP AND BOTTOM, UNLESS ADEQUATE SHORING IS INSTALLED AS REQUIRED. SHORING IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 2. STRIP FOOTING MAY BE PLACED AT ELEVATIONS LOWER THAN SHOWN IN THE DETAILS - 3. 1Ya" DEEP BY 3Y2' WIDE BY CONTINUOUS KEYWAYS MAY BE USED IN LIEU OF DOWELS FOR FULL HEIGHT AND FROST WALLS. 4. STRIP FOOTING TO WALL CENTERLINES MAY BE OFFSET UP TO 2", HOWEVER, A MINIMUM OF 2" OF STRIP FOOTING IS TO EXTEND BEYOND THE WALL FACE ON EACH SIDE. 5. PROVIDE CODE REQUIRED FROST PROTECTION TO THE BOTTOM OF ALL FOOTINGS. 6, SLOPE GRADE DOWN AND AWAY FROM THE STRUCTURE A MINIMUM OF 6" WITHIN THE FIRST TEN FEET UNLESS ADEQUA-E DRAINAGE OR SWALES ARE PROVIDED - 7, BOTH MATERIALS AND INSTALLATION OF DRAIN TILE. WATER -PROOFING. CONTROL JOINTS, FLASHING, AND INSULATION ARE TO BE IN ACCORDANCE WITH THE CODE BY THE GENERAL CONTRACTOR, UNLESS NOTED OTHERWISE. 8, ALL WALL WIDTHS SHOWN ARE NOMINAL DIMENSIONS. UNLESS NOTED OTHERWISE. OVERALL WALL THICKNESS MAY VARY BY UP TO i2" FROM THAT SHOWN ON THE DRAWINGS. 9, REINFORCING PLACEMENT TOLERANCE IS NOT TO EXCEED Y2"- BARS BEING SPLICED ARE TO BE WITHIN 2" OF CENTERLINE. MINIMUM SPLICE LENGTHS ARE 30 BAR DIAMETERS FOR GRADE 40 STEEL AND48 BAR DIAMETERS FOR GRADE 60 STEEL. TYING IS NOT REQUIRED PROVIDED THESE TOLERANCES ARE MET- 10.FROM DE MATCHING HOOK BARS FOR ALL HORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS. HORIZONTAL BARS MAY BE PLACED ANYWHERE WITHIN THE WALL AS LONG AS A 2" MINIMUM CLEAR COVER IS ACHIEVED ON ALL SIDES - 11. REINFORCING MAY BE BUNDLED UP TO A MAXIMUM OF THREE BARS - 12 -DOWELS MAY BE DRILLED AND GROUTED IN PLACE- VERTICAL BARS AND DOWELS DO NOT NEED TO ALIGN - VERTICAL BARS MAY BE DRILLED AND EMBEDDED 5" INTO THE STRIP FOOTING IN LIEU OF DOWELS. 13 -THE BOND BETWEEN CONCRETE AND REINFORCING WILL NOT BE APPRECIABLY REDUCED IF VERY MINOR FORM OIL IS PRESENT FOR THE CONDITIONS CONTAINED WITHIN THESE DRAWINGS. 14, SILL PLATES ARE TO BE ANCHORED WITH A MINIMUM OF TWO ANCHORS PER SILL SECTION. ALL SECTIONS ARE TO HAVE AN ANCHOR WITHIN 4" TO 12" OF EACH ENC]. AN ANCHOR IS TO BE PLACED AT ALL WALL CORNERS AND INTERSECTIONS ON WALLS MORE THAN TWO FEET IN LENGTH. WALLS TWO FEE- OR LESS IN LENGTH REQUIRE A MINIMUM OF ONE ANCHOR- REQUIREMENTS FOR SHEAR WALLS AND BRACED PANELS MAY BE IN EXCESS OF THESE REQUIREMENTS. TWO INCH WASHERS ARE ONLY RECUIRED AT FULL HEIGHT FOUNDATION WALLS. BUILDING DESIGNER IS TO ACCOMMODATE LOAD PATH FOR ANY VERTICAL LOAD TRANSFER OVER A SILL PLATE OVERHANG CONDITION. 15. ANCHOR BOLTS Y" DIAMETER OR LARGER ARE NOT REQUIRED TO BE CORROSION PROTECTED IN ACCORDANCE WITH CODE SECTION 8317.3-1 EXCEPTION 1. 16. ALL PRE -MANUFACTURED FASTENERS AND CONNECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS - 17 -FLOOR BLOCKING IS ONLY REQUIRED AT FULL HEIGHT FIRST FLOOR NON-BEARING FOUNDATION WALLS - 18. CARE IS TO BE TAKEN DURING CONCRETE PLACEMENT TO MINIMIZE INADEQUATE HORIZONTAL AND DIAGONAL COLD JOINTS, AND TO PREVENT THESE JOINTS ENTIRELY IN WALLS WITHOUT VERTICAL REINFORCEMENT. ADEQUATELY VIBRATE CONCRETE AT POTENTIAL JOINT LOCATIONS AS REQUIRED, BASED ON PLACEMENT CONDITIONS TO E-IMINATE HONEYCOMBING AND TO ENSURE SUFFICIENT BONDING IS ACHIEVED. 19 -TOP AND BOTTOM OF FOUNDATION WALLS ARE TO BE LATERALLY SUPPORTED PRIOR TO BACKFILLING. MEANS AND METHODS OF LATERAL SUPPORT ARE BY OTHERS - 20. THESE DRAWINGS ARE INTENDED TO BE A LIMITED COMPONENT DESIGN TO RESIST LATERAL SOIL PRESSURES FOR SINGLE FAMILY RESIDENCES. VERTICAL LOADS AND FOOTING DESIGNS ARE TO BE THE RESPONSIBILITY OF THE BUILDING DESIGNER. NO SUPPLEMENTAL ENGINEERING OR COMPONENT DESIGN FOR THE FOUNDATION SYSTEM SHALL BE INCLUDED WITH THIS PACKET WITHOUT THE PRIOR REVIEW AND CONSENT OF THE HANSON GROUP - © COPYRIGHT HANSON GROUP LLC 2023 NOTE: DO NOT LOCATE CONCEN-RATED LOADS IN EXCESS OF 2,000 PLF OR 10.000 POUNDS ABOVE STEP LOCATIONS SHOWN �~ I � 36" MIN FULL HEIGHT i i GARAGE FROST WALL i i WALL I � I � LOOKOUT WALL I CL I I _____ ______i Lu1 - - REAR FROST WALL 6" MIN THICK CONCRETE FOUNDATION, SEE OTHER DETAILS FOR MORE INFO OPTIONAL CONTROL OINT AT EACH END OF STEP HORIZ. BARS 2 TOP & BOTTOM c N EQ - DETAIL B HIGH TOOTING MAY BE EXTENDED PROVIDED BARS ARE PLACED AS SHOWN CONCRETE STRIP FOOTING Y2"O x 10" LONG ANCHOR BOLTS (7' MIN- EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS CONTRACTOR IS TO PROTIDE TEMPORARY TOP OF WALL BRACING UNTIL GARAGE SLAB -ON -GRADE IS IN PLACE (HOOKS INTO GARAGE SLAB PROVIDE REQUIRED TOP OF WALL LATERAL SUPPORT) SLOPE GRADE AWAY FROM FOUNDATION AT A GRADUAL 2% SLOPE PER GENERAL NOTE 6 W J CC M -I 1 IT-ii T I-I I I - #5 VERTICAL BARS @ 24" D.C. CENTERED IN WALL TO A D IN THE REDUCTION OF CRACKING AND BACKFILLING ISSUES PRIOR TO TOP CF WALL PINNING #4x2'- 0" DOWELS @ 48" O -C - MAX (5" MIN. EMBED) A 1 TYP. STEP 2 x STEP ELEVATION STEP SPACING REQUIREMENTS ELEVATION SHOWN FOR REPRESENTATION PURPOSES ONLY -MAY NOT APPLY (2) #4 HOR12ONTAL BARS BOTH TOP & BOTTOM EXTENDED AT LEAST 24' BEYOND EACH END OF STEP CL } I � ih J1 1 STABLE BANK 72" MAX SPAN DETAIL A 1 FOUNDATION DETAIL 51 AT FOOTING STEP LOCATIONS WOOD FRAMING ABOVE BY OTHERS SILL PLATE TO MATCH FRAME WALL ABOVE OPTIONAL SLAB LEDGE CONCRETE SLAB -ON -GRADE #4 x 5' 0" HOOKS @ 24" O.C. T-0" EMBEDDED IN FOUNDATION N� WALL & CAST INTO SLAB (MAY REDUCE 2'-0- LEG LENGTH & DRILL IN & EPDXY 8" MIN. INTO FOUNDATION WALL) GRANULAR MATERIAL (SAND) (1) #4 x CONTINUOUS HORIZONTAL BAR AT TOP OF WALL #4 x CONTINUOUS HORIZONTAL BARS @ 24" O.C. TYP. 8" MIN. C.I.P- CONCRETE FOUNDATION WALL OPTIONAL 2' RIGID INSULATION CN INSIDE FACE AND UNDER SLAB -ON -GRADE FOR 24" MIN. 3----�UNREINFORCED CONCRETE STRIP FOOTING SEE 5.'S1 (DROP FOR FROST AS REQUIRED PER SITE DESIGN) DETAIL ABOVE MAY ONLY BE UTILIZED FOR A LENGTH OF 15'-0" 4 WALL SECTION 11'ii� EXTERIOR UNBALANCED FILL CONDITION D.F.P. Planning & Design 9100 Baltimore St NE. Suite 106 Blaine, MN 55449 Revision Date Description ANCHOR BOLTS SEE WALL—\ ANCHOR INFO ON 2,S2 2x6 MIN SILL PLATE SLOPE GRADE AWAY FROM FOUNDATION CLEAR HEIGHT OF 8'-0" OR LESS (2)#4xCONT. HORIZON -AL BARS CLEAR HEIGHT OF W-0" OR MORE (3)#4xCONT. HORIZON -AL BARS #4x2'-0" DOWELS @ 72" O.C. MAX (5" MIN- EMBED) UNREINFORCED CONCRETE STRIP FOOTING PER CODE OR BY BUILDING DESIGNER. AS AN ALTERNATIVE GUIDE USE TABLE SHOWN BELOW UNREIN--ORCED CONCRETE STRIP FOOTING SEE 5 Si 2 WALL SECTION 51 WALKOUT WALL CONDITION WOOD FLOOR SYSTEM BY OTHERS FLOOR TO SILL CONNECTION SEE 1iS2 8" MIN. C.I-P. CONCRETE FOUNDATION WALL -SEE REBAR TABLE 6.;S1 FOR VERTICAL REBAR 1%" CLEAR CONCRETE SLAB -ON -GRADE PLACED TIGHT TO FOUNDATION WALL GENERAL STRIP FOOTING SIZE GUIDE —WOOD FRAMING ABOVE BY OTHERS Y2"O r 10" LONG ANCHOR TWO-STORY STRUCTURE 2000 PSF 16" WIDE x 8" THICK BOLTS (7" MIN- EMBED) 1500 PSF Y"O x 10" LONG ANCHOR 26" WIDE x 8" THICK @ 72" O.C. MAX. OR FRAMING SILL BOLTS (7" MIN. EMBED) SILL PLATE TO MATCH EQUIVALENT METAL PLATE BY OTHERS @ 72" D -C. MAX- OR FRAME WALL ABOVE STRAP ANCHORS 10" EQUIVALENT METAL STRAP ANCHORS 16" MAX FOR 4" THICK STEM T-6" (1) #4 x CONT NONE NONE 24" MAX. FOR 6" THICK STEM SLOPE GRADE AWAY HORIZONTAL BAR '36' NONE FROM FOUNDATION AT TOP OF WALL SLOPE GRADE AWAY SLAB ON GRADE BY OTHERS NONE NONE FROM FOUNDATION MN. NONE NONE 6" 36" NONE NONE MIN. NONE NONE 8'-0" NONE NONE NONE '36" NONE NONE 3£" NONE NONE 9'-0" MAX. 7'-0" NONE NONE w¢ NONE NONE 6" MIN. THICK C.I.P. _ vL OPTIONAL STEM WALL—CONCRETE �(1) #4 x CONTINUOUS LL 0 MINIMUM THICKNESS TO HORIZONTAL BAR AT FOUNDATION WALL N � p MATCH SILL PLATE TDP OF WALL NONE 0 ~ 9'-6" #4 x 2'0" DOWELS (5" MIN- LLJ ¢ � 1:6" '36` EMBED) CENTERED IN WALL @ m 24" 6" MIN. C.I.P. CONCRETE 48" O -C- {SAND SOIL) r SLAB -ON -GRADE in #4x2'-0" DCWELS @ 72" 0. C. MAX q FOUNDATION WALL OR 36" O.C. (SANDYCLAY SOIL) BY OTHERS NONE 24' OR 24" O -C. (CLAY SOIL) NONE (5" MIN. EMBED) DOWELS ARE NONE NONE DOWELS MUST BE WET SET OR 36" NOT REQUIRED IF BACKFILL IS NONE QRILLED AND EPDXY GROUTED NONE PLACED EQUALLY ON BOTH 7'•0" NONE NONE SIDES IN LIFTS NOT TO EXCEED NONE NONE NONE 24' -ALTERNATE EACH SIDE NONE NONE 6-0" OR LESS ANCHOR BOLTS SEE WALL—\ ANCHOR INFO ON 2,S2 2x6 MIN SILL PLATE SLOPE GRADE AWAY FROM FOUNDATION CLEAR HEIGHT OF 8'-0" OR LESS (2)#4xCONT. HORIZON -AL BARS CLEAR HEIGHT OF W-0" OR MORE (3)#4xCONT. HORIZON -AL BARS #4x2'-0" DOWELS @ 72" O.C. MAX (5" MIN- EMBED) UNREINFORCED CONCRETE STRIP FOOTING PER CODE OR BY BUILDING DESIGNER. AS AN ALTERNATIVE GUIDE USE TABLE SHOWN BELOW UNREIN--ORCED CONCRETE STRIP FOOTING SEE 5 Si 2 WALL SECTION 51 WALKOUT WALL CONDITION WOOD FLOOR SYSTEM BY OTHERS FLOOR TO SILL CONNECTION SEE 1iS2 8" MIN. C.I-P. CONCRETE FOUNDATION WALL -SEE REBAR TABLE 6.;S1 FOR VERTICAL REBAR 1%" CLEAR CONCRETE SLAB -ON -GRADE PLACED TIGHT TO FOUNDATION WALL GENERAL STRIP FOOTING SIZE GUIDE SOIL ONE-STORY STRUCTURE TWO-STORY STRUCTURE 2000 PSF 16" WIDE x 8" THICK 20" WIDE x 8" THICK 1500 PSF 20" NIDE x 8" THICK 26" WIDE x 8" THICK THIS TABLE IS A GENERAL FOOTING SIZE GUIDE FOR TRIBUTARY UNIFORM LOADING ONLY BASED ON MAXIMUM 25-0" FLOOR SPANS & 50'-C" ROOF SPANS AND IS TO BE VERIFIED BY HOME DESIGNER- FURTHER CONSIDERATION IS TO BE TAKEN BY HOME DESIGNER FOR VENEER WEIGHT- WALL THICKNESSES OVER 10", AND FLOOR AND ROOF DEAD LOADS OVER 15 PSF, CONCENTRATED LOADS FROM GIRDER TRUSSES. BEAMS. HEADERS. ETC. ARE TO BE ACCOUNTED FOR AND SIZED INDEPENDENTLY OF THIS GUIDE BY OTHERS. 5 WALL SECTION 51 FULL HEIGHT WALL CONCITION UNREINFCRCED CONCRETE STRIP FOOTING SEE 5151 (18" MIN WIDTH FOR CLAY BACKFILL DR 16" MIN WIDTH IF 2'-6" MAX UNBALANCED BACKFILL) 3 WALL SECTION S1 LOOKOUT WALL CONDITION GRADE 50 #6 VER-ICAL BAR SPACING FOR FULL HEIGHT WALLS w F'c = 3000 PSI ALTERNATIVE TO CODE TABLE 8404 I CLEAR HEIGHT (SEE 5•S1) BACKFILL HEICHI (SEE 5151) BACKFILL TYPE SAND (30 PSF:'FT) S4NDY CLAY 145 PSF'FT) CLAY (60 PSF: FT; WALL THICKNESS WALL THICKNESS WALL THICKNESS 8" 10" 12" 3- 10" 12" 8' 10" 12" 8'-D" OR _ESS T-6" NONE NONE NONE NONE NONE NONE NONE NONE '36' NONE NONE NONE 7'-0" OR LESS NONE NONE NONE NONE NONE NONE 8'-6" NONE NONE NONE 36" NONE NONE 3@" NONE NONE 8'-0" NONE NONE NONE '36" NONE NONE 3£" NONE NONE 9'-0" MAX. 7'-0" NONE NONE NONE NONE NONE NONE '36' NONE NONE 6-0" OR LESS NONE NONE NONE NONE NONE NONE NONE NONE NONE 9'-6" '36" NONE NONE 1:6" '36` NONE 24" 24" NONE 10'-0' MAX- 91-0" '36" NONE NONE �16" NONE NONE 24' 24' NONE W-0- NONE NONE NONE 36" NONE NONE 3E" NONE NONE 7'•0" NONE NONE NONE NONE NONE NONE 36" NONE NONE 6-0" OR LESS NONE NONE NONE NONE NONE NONE NONE NONE NONE = NONE IF F'c = 4.000 PSI EQUIVALENT VERTICAL REBAR SUBSTITUTION TABLE 0 @ 24' = #5 @ 18" = #4 (_W 12" (GRADE 60) = $4 (_a 8' 1GRADE 40) #6 @ 36' = #5 @ 24'= #4 @ 18" (GRADE 60) = #4 @ 12" (GRADE 401 (1)#6 = (2)#4 (GRADE 6)) REBAR TABLE 51 I hereby Certify that this plan, specification or report was prepared by ms or under my direct Supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Signed: Print Name: Nick Hanson Date: 1-1-23 License Number: 46665 3437 Kilmer Lane North Suite 4 Plymouth, MN 55441 Tel 612-7C8-3572 www.hansongrouprin.com SITE ADDRESS: City: State: MN Zip; Project Number: 3.001 S, Date: January 1, 2023 Sheets: 1 of 2 rn 0 �o LC) z LC) L0 CD �00 z w Q a-oo LL l� w o z raa r�) Cz Q LL L V m z . m z X. C/)oJ� Ww:� 0~ w 06 w 0 z o o � z o � (Do w N 1 00 9O 00 Zg N w � orn ZQ� �Qm�6 J o o m r F) W d z � W � W � W � F- �s tl O O O z z w o �-- z Qa0,—_-- < d IL W O C N>— O N O o D z v N zd� O AILD W ^W 1�1 POW z z az 0 1�1 Ix C-) 0 I-4 co 0 0 ^W� I11 Ong OR And DATE: 11-3-22 REVISIONS: 11-10-22 11-16-22 3-31-23 4-6-23 4-10-23 6-14-23 DRAWN BY: JJ COMM. NO. 222249 SHEET NO. I FLOOR SYSTEM, TYPE, SIZE. AND SPACING TO BE DETERMINED BY OTHERS ,V2'O ANCHOR BOLTS w. NUT & F8' THICK x 2"0 OR SQUARE WASHER SEE 2`S2 FOR SPACING (7' EMBED MIN) •METAL STRAP ANCHORS TO BE INSTALLED AT MANUFACTURER EQUIVALENT SPACING .. E�7 r RIM BOARC OR BRACING MATERIAL BY OTHERS 2x6 SILL PLATE MINIMUM g SLOPE GRADE AWAY FROM FOUNDATION FLOOR TO SILL CONNECTION AT EACH MEMBER SEE TABLE BELOW WASHER TO BE COUNTERSUNK FLUSH w:' TOP OF SILL PLATE SEE FULL HEIGHT WALL SECTION ON 5 S1 FOR FOUNDATION WALL REQUIREMENTS 2x8 SILL PLATE TO BE USED w: MAXIMUM OF 112" OVERHANG (MAINTAIN 2Y4" EDGE DISTANCE TO BOTH CONCRETE AND INSIDE OF SILL PLATE) - VERTICAL LOAD TRANSFER BY SUPPLIER TRUSS/JOIST CONNECTION FOR FULL HEIGHT WALLS CLEAR HEIGHT [SEE 5151] FLOOR MEMBER SPACING BACKFILL TYPE SAND f.30 P5F FTI SANDY CLAY 45 PSF FT CLAY (60 PSF FT) 0 16" A A B 8'-0" OR LESS 19-2" A A A B C 24" B 72" 16" A B C 9'-0" MAX. 19.2" A B D 60' 24" A C ❑ 10%0" MAX. 16" A C D 19.2" A D ❑ 72" 24" B ❑ D CONNECTION A (4) C.131'0 x 3' TOP NAILS AT EACH MEMBER CONNECTION B (4) C.148"0 x 3" TOP NAILS AT EACH MEMBER CONNECTION C (2) C.131"0 x 3' TOP NAILS 14 MECHANICAL CLIPS: SIMPSON A351USP MPA1 OR USP LJC AT EACH MEMBER CONNECTION ❑ (2) C.131"O x 3" TOP NAILS & MECHANICAL CLIPS: SIMPSON FWAN2' OR USP LJQ" OR i2) SIMPSON A35s"'1 2 USP MPA1 s"" AT EACH MEMBER FWANZ TO BE USED WITH A MIN 1/8'OSB RIM AND LOCATED w,IN 5"OF EACH MEMBER. WITH FLOOR TRUSSES, FWANZ MUST BE IN CONTACT WITH A TRUSS OR A MINIMUM 2x4 CONTINUOUS BOTTOM BRACE MUST BE IN PLACE. LJQ IS TO BE APPROPRIATELY SIZED BASED ON MEMBER WIDTH. "' MEMBER MUST BE A MINIMUM OF 3" WIDE FOR PLACEMENT OF (2) SIMPSON A355 (2) JSP MPA1 s. ""CONNECTIONS ARE CLASSIFIED A TO D, WITH D BEING THE STRONGEST- IT IS ACCEPTABLE TO USE A STRONGER CLASS CONNECTION THAN NOTED IN THE TABLE ABOVE. CONNECTION INFO 52 TOP OF WALL CONNECTION TO FLOOR SYSTEM NOTE: INCREASE STRIP FOOTING WIDTH .AT ALL WALLS SUPPORTING MORE THAN 6'-0" OF VENEER. WIDTH TO INCREASE BY THICKNESS OF VENEER MULTIPLIED BY NUMBER OF STORIES FRAMING BY OTHERS VENEER OR SLAB -ON -GRADE WOOD FLOOR BY OTHERS SYSTEM BY VENEER DR OTHERS SLAB -ON -GRADE Y2" O ANCHOR BOLT AND NON-BEARING WALL BLOCKING SPACING FOR FULL HEIGHT WALLS* ALTE RNATI VE TO CODE TABLE R404.1 ( 1) CLEAR HEIGHT (SEE 5151 ) BACKFILL HEIGHTSAND (SEE 5. Si) BACKFILL TYPE (30 PSFTT) SANDY CLAY (45 PSF.FT) CLAY (60 PSF+FT) 0 7'-6" 72"72" 24' 48' 8'-0" OR LESS 7'•0' 72' 72' 60" 6' 0" OR LESS 72" 72" 72" 0 O 8'-6" 72" 48" 36" 9'-0" MAX. 8'-0" 72" 60' 36' @ EACH SIDE (REFER TO T-0" OR LESS 72" 72" 72" TOE NAIL TO FLOOR MEMBERS EACH END 9'-6" 72" 36" 24' 9'-0" 72" 48" 24" 10'-0" MAX. 81-01, 72" 72" 48' T-0'014 LESS 72" 72" 72" 'X'0 EPDXIED THREADED ROD w: 6" EMBED MAY BE USED AT SPACING SHOWN ALTERNATIVE ANCHOR SPACING FOR FULL HEIGHT WALLS" ALTERNATIVE TO CODE TABLE R404 I iii CLEAR HEIGHT (SEE 5 Si) BACKIFILLHEIGHT (SEE 5151) BACKFILL TYPE SAND (30 PSF!FT) SANDY CLAY (45 PSF:FT) CLAY (60 PSF'FT) 0 T-6" 48' 24' 16' 8'-0" OR LESS 7.'0" 60" 30" 18' 6'-0" OR LESS 72" 72" 36" 0 O 8'-6" 30" 18" 12" 9'•0" MAX- 8' 0" 36' 20' 16' @ EACH SIDE (REFER TO T-0" OR LESS 72" 36' 24' TOE NAIL TO FLOOR MEMBERS EACH END 9'-6" 18" 12" NIA 9'-0" 24" 14" NIA 10'•0" MAX. 8'-0" 42' 24" III- -GRANULAR T-0" OR LESS 72' 42' 24' " APPLIES TOYz"O EXPANSION BOLT w: 6" EMBED, Y�,"0 SELF -CUTTING ANCHOR BOLT w' 4" EMBED, OR SIMPSON FWAZ ANCHOR BY OTHERS FRAMING BY OTHERS SLOPE GRADE z 16" HIGH MAX x SLOPE GRADE Z AWAY FROM 6" THICK MIN AWAY FROM FDUNpATID STEM FDUNDATIO 16" HIGH MAX 4 x 4" THICK MIN FOUNDATION FOUNDATION WALL STEM WALL SEE 5;S1 SEE 2/S1 OR 3;S1 THICKNESS TO MATCH SILL PLATE DETAIL@ HIGH GRADE DETAIL @ LOOKOUT SIM @ NON-BEARING SIM Co) FROST WALL VENEER OR—,� SLAB ON -GRADE BY OTHERS SLOPE GRADE AWAY FROM FOUNDATION 7� N g FOUNDATION 4. WALL SEE S S1 CLEAR i r DETAIL @ LOW GRADE SIM @ NON BEARING FRAMING BY OTHERS WOOD FLOOR SYSTEM BY VENEER OR OTHERS SLAB•ON GRADE BY OTHERS 6" MIN THICK STEM x Ir SLOPE GRADE a AWAY FROM I in FOUNDATION #4 DOWELS @ 36' D.C. EMBEDDED 24" INTO LOWER WALL 1Yz•. FOUNDATION WALL SEE451 C COPYRIGHT HANSON GROUP LLC 2023 FRAMING BY OTHERS SLAB -ON -GRADE 6" MIN THICK STEM #4 DOWELS @ 36" O.C. EMBEDDED 24" INTO LOWER WALL (CENTER IN STEMWALL) DETAIL @ FROST WALLS w LOW GRADE 5 BRICK LEDGE INFO 52 2 WALL ANCHOR INFO S2 ANCHOR BOLT AND ALTERNATIVE SPACING NOTES: 1. MAIN LEVEL FLOOR SHEATHING TO BE 3/" PLYWOOD'OSB PLACED IN STAGGERED PATTERN NAILED w: 0.131 "0 x 3" LONG NAILS @ 6" O -C_ AT PANELS EDGES & @ 12" D -C- @ PANEL INTERIOR SUPPORTS OF EQUIVALENT - 2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DCES NOT SPLIT. 3. BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE -MANUFACTURED TRUSS STYLE OR FULL DEPTH MEMBER BLOCKING SUCH AS I -JOIST OR LVL DESIGNED FOR 1.500 POUND LATERAL COMPRESSIVE LOAD. NAILING SHOWN IS TO BE USED AT MINIMUM. 4. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE ADDITIONAL 2x4 SPACERS AS SHOWN IN FIRST SPACE - 5. HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER- MAINTAIN 3" EDGE CISTANCE. NAIL SHEATHING TO BLOCKING/JOISTS wl (12) 0.131''0x3" LONG NAILS I �r i OPTIONAL OPEN SPACE AS SHOWN OR SHIFT FULL HEIGHT BLOCKING FRAMING BYOTHERS 0.131 0 x 3" LONG NAILS @ 6' O.C. STRUCTURAL RIM BOARD BY OTHERS TYPE D CONNECTOR @ BLOCKING SEE 1'S? 3'-O" EACH WAY MIN MAINTAIN MIN. 6" WIDE 5'-0" EACH WAY MAX BUILD UP w., RIGID 2x6MIN SLOPE GRADE AWAY 0 W MIN C I -P. FROM FOUNDATION BACKFILL HEIGHT AS •• —III — WINDOW WELL { 04 HORIZONTAL BARS @ — I LADDER/ �o SLOPE GRADE AWAY FROM 12" O.C. CENTERED IN ESCAPE NAILING SHOWN. (MIN 2 0 O WALLS LAP AROUND MEANS BY a TO MATCH JOIST DEPTH & CORNERS AND HOOK OTHERS > SEE 2152 FOR SPACING OF INTO FOUNDATION WALL OTHER MANUFACTURED BLOCKING SYSTEM SHOWN @ EACH SIDE (REFER TO MATERIAL ATTACH �w 5iS1 FOR HORZ BAR BLOCKING TO JOISTS wl TOE TOE NAIL TO FLOOR MEMBERS EACH END REQUIREMENTSwm 8" FOR VERTICAL REEAR _i LL �_ C.I.P. WALLS) 6" M I IN I I—III—� 6" MIN C-I.P- CONCRETE WALL III- -GRANULAR 04 VERTICAL BARS @ MATERIAL cw Z) EACH OUTSIDE Y (SAND) �. •I CORNER OF WELL LOOKOUT J (1)#4 x2'-0" DOWEL @ �� WALL 5 EACH OUTSIDE SEE 3'S1 ; I' CORNER OF WELL (5" m F MIN EMBED) m>_ �Q ¢� NOTES: 1. MAIN LEVEL FLOOR SHEATHING TO BE 3/" PLYWOOD'OSB PLACED IN STAGGERED PATTERN NAILED w: 0.131 "0 x 3" LONG NAILS @ 6" O -C_ AT PANELS EDGES & @ 12" D -C- @ PANEL INTERIOR SUPPORTS OF EQUIVALENT - 2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DCES NOT SPLIT. 3. BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE -MANUFACTURED TRUSS STYLE OR FULL DEPTH MEMBER BLOCKING SUCH AS I -JOIST OR LVL DESIGNED FOR 1.500 POUND LATERAL COMPRESSIVE LOAD. NAILING SHOWN IS TO BE USED AT MINIMUM. 4. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE ADDITIONAL 2x4 SPACERS AS SHOWN IN FIRST SPACE - 5. HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER- MAINTAIN 3" EDGE CISTANCE. NAIL SHEATHING TO BLOCKING/JOISTS wl (12) 0.131''0x3" LONG NAILS I �r i OPTIONAL OPEN SPACE AS SHOWN OR SHIFT FULL HEIGHT BLOCKING FRAMING BYOTHERS 0.131 0 x 3" LONG NAILS @ 6' O.C. STRUCTURAL RIM BOARD BY OTHERS TYPE D CONNECTOR @ BLOCKING SEE 1'S? FLOOR SYSTEM BY OTHERS (DO NOT PLACE GIRDERS OR BEAMS OVER CONCRETE LINTEL DESIGNED FOR 1500 PLF) —(2) #4 HORIZCNTAL BARS TOP & BOTTCM OF LINTEL EXTEND 24" MIN PAST OPENING EACH END (WOOD OR STEEL OPTION BY OTHERS) Z W w U z 0 U LL WALL BEYOND (1) #4 HORIZONTAL BAR AT "OP OF WALL M a MAINTAIN MIN. 6" WIDE STOOP SLAB BUILD UP w., RIGID 2x6MIN INS ULATON BELOW SLAB 0 W MIN C I -P. F BACKFILL HEIGHT AS SILL PLATE a 10 FOUNDATION WALL SEE OTHER SHEETS JOISTS BY OTHERS7 FOR ANCHORS & WALL INFO PROVIDE BLOCKING �o SLOPE GRADE AWAY FROM AS REQUIRED TO ACHIEVE M �FOUNDATION NAILING SHOWN. (MIN 2 0 O SPACES) BLOCKING HEIGHT g, TO MATCH JOIST DEPTH & I BE OF LUMBER. I -JOIST, OR SEE 2152 FOR SPACING OF IF REQUIRED. PROVIDE 2 x 4 MIN OTHER MANUFACTURED BLOCKING SYSTEM SHOWN SPACERS UNTIL SPACES IN WHICH FULL MATERIAL ATTACH �w HEIGHT BLOCKING CAN BE INSTALLED. BLOCKING TO JOISTS wl TOE TOE NAIL TO FLOOR MEMBERS EACH END NAILS EACH END FOR VERTICAL REEAR FLOOR SYSTEM BY OTHERS (DO NOT PLACE GIRDERS OR BEAMS OVER CONCRETE LINTEL DESIGNED FOR 1500 PLF) —(2) #4 HORIZCNTAL BARS TOP & BOTTCM OF LINTEL EXTEND 24" MIN PAST OPENING EACH END (WOOD OR STEEL OPTION BY OTHERS) Z W w U z 0 U LL WALL BEYOND (1) #4 HORIZONTAL BAR AT "OP OF WALL M a MAINTAIN MIN. 6" WIDE STOOP SLAB BUILD UP w., RIGID 0 INS ULATON BELOW SLAB 0 W MIN C I -P. F BACKFILL HEIGHT AS CONCRETE WALL a SILL PLATE PLACE (2) #4 VERTICAL wU) w LL DEPTH (4'•0" MINIMUM) BARS FLLL HEIGHT AND ¢ a cl ONE ANCHOR WIN 12" OF 0 O OPENING EACH END x UJ ¢0 v �m FOOTING CONSTRUCTION SLAB -ON -GRADE a a 'na UNREINFORCED CONCRETE 12" WIDE x 8" THICK MIN— STRIP FOOTING SEE FULL STRIP FOOTING HEIGHT'NALL SECTION 5.S1 OPTIONAL RIGID INSULATION w:`IN WINDOW WELL AT THE DISCRETION OF THE BUILDER FOR ADDITIONAL FROST PROTECTION AS REQUIRED PER S TE DESIGN s WALL SECTION 52 AT WINDOW WELL LOCATIONS 3 BLOCKING DETAIL S2 FLOOR JOIST CONDI-ION FLASHING 3 BY OTHERS BY OTHERS WATERPROOFING TOP NAIL RIM TO SILL wr MIN OF (12)0.131 0 x MAINTAIN MIN. 6" WIDE STOOP SLAB BUILD UP w., RIGID SIDEOF BLOCKING OR INS ULATON BELOW SLAB TYPE D CONNECTOR Cd TO MAINTAIN 10'-0" MAX - BLOCKING SEE 1:S2 BACKFILL HEIGHT AS —2 x 6MIN REQ'D OR PROVIDE SITE SILL PLATE SPECIFIC ENGINEERING m DEPTH (4'•0" MINIMUM) U cl dN 0_ Z _--SEE 5 Sl FOR TYPICAL ¢0 v N 1,_ Ir FOOTING CONSTRUCTION OILL� w 'na �w gm x W W J FOR VERTICAL REEAR _i LL �_ 1Y" CLEAR �g III- I B ¢ cw Z) uu ;IIIi J LL W J 5 LL ]C d U Cr) J m Ir O m>_ �Q ¢� � as NOTES: 1- MAIN LEVEL FLOOR SHEATHING TO BEY," PLYWOODOSE PLACED IN STAGGERED PATTERN NAILED w 0 -131"O x 3" LONG PAILS @ 6" D.C. AT PANELS EDGES & @ 12" O.C. @ PANEL INTERIOR SUPPORTS 0= EQUIVALENT. 2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE 'NOOD DOES NOT SPLIT. 3. BLOCKING MEMBERS SHCWN MAY BE REPLACED WITH PRE -MANUFACTURED TRUSS STYLE OR FULL DEPTH MEMBER BLOCKING SUCH AS I -JOIST OR LVL DESIGNED FOR 1,500 POUND LATERAL COMPRESSIVE LOAD. NAILING SHOWN IS TO BE USED AT MINIMUM. 4. BLOCKING DOES NOT HALE TO BE PLACED IN ADJACENTBAYS. IF REQUIRED USE ADDI-ZONAL 2x4 SPACERS AS SHOWN IN FIRST SFACE. S. HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER. MAINTAIN 3' EDGE DIS-ANCE- NAIL SHEATHING TO BLOCKING TRUSSES W (12) 0.131"0x3" LONG NAI L3 DUCTIMECHANICAL (AS REQUIRED) BY OTHERS FRAMING �•' BY OTHERS —0-1310 x 3' LONG NAILS @ 6" O.C. RIM -RUSS BY OTHERS j - FOUNDATION WALL SEE TRUSSES BY OTHERS OTHER SHEETS FOR PROVIDE2 x 4 MIN BLOCKING ANCHORS & WALL INFC TCP & BOTTOM OF TRUSSES SLOPE GRADE AWAY AS REQUIRED TO ACHIEVE FOUNDATION FROM NAILING SHOWN. �IA INSTALL w (2) 0-131 O x 3' LONG TOE NAILS 3.4' PLYIADODiOSS ONE SIDE IF REQUIRE], PROVIDE 2 x 4 MIN SPACERS OF BLOCKING w' 16) 0-131 O x 3" SEE 2152 FOR SPACING OF TOP 8 BOTTOM AT MECHANICAL UNTIL LONG NAILS TOP 6 BOTTOM BLOCKING SYSTEM SHOWN SPACES IN 'NHICH BLOCKING CAN BE OR 12" PLYWOOD%OSB EACH INSTALLED,TOE NAIL TO FLOOR MEMBERS SIDE OF BLOCKING EACH w. wl (2) 0-131 0 x 3" LONG NAILS (4) 0-131 0 x 3' LONG NAILS TOP & EOTTOM ' SEE 11S2 FOR FLOOR TO SILL CONNECTIDN WOO) FLOOR SYSTEM BY OTHERS SEE 2152 FOR ANCHOR BOLTS TOP NAIL RIM TO SILL wr MIN OF (12)0.131 0 x MAINTAIN MIN. 6" WIDE 3" LONG NAILS EACH STEMWALL WITH SIDEOF BLOCKING OR EXTERIOR LEDGE TYPE D CONNECTOR Cd BACKFILL BELOW EXTERIOR BLOCKING SEE 1:S2 STOOP SLABS WITH COMPACTED —2 x 6MIN r SILL PLATE f Lu j - FOUNDATION WALL SEE TRUSSES BY OTHERS OTHER SHEETS FOR PROVIDE2 x 4 MIN BLOCKING ANCHORS & WALL INFC TCP & BOTTOM OF TRUSSES SLOPE GRADE AWAY AS REQUIRED TO ACHIEVE FOUNDATION FROM NAILING SHOWN. �IA INSTALL w (2) 0-131 O x 3' LONG TOE NAILS 3.4' PLYIADODiOSS ONE SIDE IF REQUIRE], PROVIDE 2 x 4 MIN SPACERS OF BLOCKING w' 16) 0-131 O x 3" SEE 2152 FOR SPACING OF TOP 8 BOTTOM AT MECHANICAL UNTIL LONG NAILS TOP 6 BOTTOM BLOCKING SYSTEM SHOWN SPACES IN 'NHICH BLOCKING CAN BE OR 12" PLYWOOD%OSB EACH INSTALLED,TOE NAIL TO FLOOR MEMBERS SIDE OF BLOCKING EACH w. wl (2) 0-131 0 x 3" LONG NAILS (4) 0-131 0 x 3' LONG NAILS TOP & EOTTOM ' SEE 11S2 FOR FLOOR TO SILL CONNECTIDN WOO) FLOOR SYSTEM BY OTHERS SEE 2152 FOR ANCHOR BOLTS MAINTAIN MIN. 6" WIDE STEMWALL WITH EXTERIOR LEDGE BACKFILL BELOW EXTERIOR STOOP SLABS WITH COMPACTED r GRANULAR MATERIAL TO FROST Lu DEPTH (4'•0" MINIMUM) M cl ¢ _--SEE 5 Sl FOR TYPICAL FOUNDATION WALL &Lu o FOOTING CONSTRUCTION LL 0 0 SEE REBAR TABLE 6.51 . FOR VERTICAL REEAR 1Y" CLEAR FOR REBAR TABLE 6+S1. FLOOR TO SILL CONNECTION TABLE 1 S2, AND ANCHOR BOLT TABLE 2.S2 USE MODIFIED CLEAR HEIGHT OF 9'-0" IN TABLES FOR BACKFILL HEIGHTS UP TO 8'-6" AND USE MODIFIED CLEAR HEIGHT OF 10'-0" IN TABES FOR BACKFILL HEIGHTS UP TO 91•6" (MAY REDUCE BACKFILL HEIGHT BY 6" FOR USE IN TABLE LIMITS FOR SANDY CLAY AVD CLAY SOILS) 7 STOOP INFO 52 4 BLOCKING DETAIL 52 FLOOR TRUSS CONDITION D. F. P, Planning & Design 9100 Baltimore St N E, Suite 106 Blaine, MN 55449 Revis on Date Description I hereby certify that this plan, specification or report was prepared by me or Lnder my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Signed: Print Name: Nick Hanson Date: 1.1-23 License Number: 46665 3407 Kilmer Lane North Suite 4 Plymouth. MN 55441 TO 612.708.3572 www.hansoiigroupmn.com SITE ADDRESS: City: rn 7 IT It U Ln Z Lr) LO (D O cr) 0? Z w D O a-66 LL ti w 0 Z_ ra O CZ•R'a �� M z x .. 6 O Jw �0 a LU LU �- w 05 06 Lv z O z O � (D O w N °� ZLoo O w 00 Zi-- o r;, ZQ0 � Q m 3:6 J OC 0 af 7-00 M i1 W ^W 1�1 �1 w Qti Q'i 0 W ww z z a z 0 1� 134 0 1� CO 0 0 WCQ Ong T1,0 HANS(YJ( ROUP _ WUPCIUrA engr 1e�s State: MN Zip Project Number: 3.001 Date- January ' 2023 Sheets: 2 of 2 S2 DATE: 11-3-22 REVISIONS: 11-10-22 11-16-22 3-31-23 4-6-23 4-10-23 6-14-23 DRAWN BY: JJ COMM. NO. 222249 SHEET NO. 52 PROJECT SCOPE FRAMING NOTES DESIGN OF ISOLATED PAD AND PIER FOOTINGS, BEAM AND HEADER FRAMING. TALL WALLS I . ALL HEADERS ARE TO BE MINIMUM (2) 2x10 LUMBER UNLESS NOTED OTHERWISE. GREATER THAN 12 FEET, LOW GRADE FROST FOUNDATION 'WALLS. FRONT WINDOW WELL 2- (2) 2x10 MEMBERS SHOWN MAY BE SUBSTITUTED WITH (2) 13/V x 71/4" LVL OR (3) 13A" x 5112' LVL AS FOUNDATION. STAIRWAY FOUNDATION. AND THE MAIN WINDFORCE RESISTING SYSTEM FOR REQUIRED. A SINGLE FAMILY RESIDENCE. CONSTRUCTION IS TO BE DONE IN ACCORDANCE WITH THESE 3, ALL DIMENSION LUMBER HEADERS AND BEAMS ARE TO HAVE A MINIMUM OF ONE BEARING STUD AT DRAWINGS. STANDARD INDUSTRY PRACTICE. AND THE REQUIREMENTS OF THE CODE. EACH END AND TWO AT INTERMEDIATE SUPPORTS. ALL LVL AND GIRDER TRUSS BEAMS AND GENERAL NOTES HEADERS ARE TO HAVE A MINIMUM OF TWO BEARING STUDS AT EACH END. 3 -PLY MEMBERS ARE TO 1. THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANS PREPARED HAVE A MINIMUM OF THREE BEARING STUDS AT EACH END UNLESS NOTED OTHERWISE- ADDITIONAL CONSTRUCT RIGID BY DFP PLANNING & DESIGN LAST DATED 11-10-22 FOR MORE INFORMATION. BEARING STUDS ARE NOT REQUIRED FOR LVL SUBSTITUTED FOR STANDARD SAWN LUMBER. ALL SHEAR PANEL AS �, 2. IT IS THE RESPONSIBILITY OF THE BU LDER TO PROVIDE ALL FUTURE PLAN CHANGES TO BEARING ABOVE IS UNLESS NOTED OTHERWISE ON PLANS. TRUSS SUPPLIER IS TO VERIFY GIRDER SHOWN IN 1:55 CONSTRUCT RIGID THE HANSON GROUP FOR REVIEW. IF FINAL TRUSS LAYOUTS VARY FROM THOSE TRUSS BEARING LENGTH AND SUPPORT REQUIREMENTS. SHEAR PANEL AS SHOWN ON HOUSE PLANS, NOTIFY ENGINEER PRIOR TO CONSTRUCTION. 4. ALL HEADERS AND BEAMS ARE TO HAVE A MINIMUM OF ONE FULL HEIGHT KING STUD AT EACH END. 6x6 POST w' HELICAL ANCHOR @ 5Y4' x 133/x" GLULAM HEADEREXTENDEb 2 9%•" LVL SHOWN IN 2155 3. ADEOUATE SHORING DURING CONST RUCTION IS THE RESPONSIBILITY OF THE EXTERIOR OPE NINGS GREATER THAN SIX FEET IN WIDTH ARE TO HAVE A MINI MUM OF TWO FULL LANDINGS & DECK CONNECTION TO CDNTRACTOR. HEIGHT KING STUDS AT EACH END, EXCEPT AT TALL WALLS AS NOTED EXTERIOR OPENINGS POST DESIGNED BY SUPPLIER FOR 11 >EXTENDED 2 9Y2' _VL REFER TO 5.'54 FOR 4, CONTRACTOR AND BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE GREATER THAN TWELVE FEET IN WIDTH ARE TO HAVE A MINIMUM OF THREE FULL HEIGHT KING 5.000 LBS- VERTICAL WORKING LOADS rr rMW wear.. U XREQUIREMENTS w' A PROCEEDING WITH WORK. NOTIFY THE HANSON GROUP IF DISCREPANCIES ARISE- STUDS AT EACH END, EXCEPT AT TALL WALLS AS NOTED- FOR CONTINUOUS BEAM CONDITIONS, TYP. (SEE FOUNDATION NOTE 7) a Gia i 5. MEANS AND METHCDS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE SPAN IN DETERMINING NUMBER OF KING STUDS IS THE FULL LENGTH OF THE HEADER. cv I BRACED WALL PANEL CONTRACTOR. 5. ALL CONNECTIONS ARE TO BE MADE WITH ADEQUATE SIMPSON- USP OR EQUAL JOIST HANGERS. 2x12 LEDGER w x iv r , SIMPSON ! / ABOVE A CANTILEVER TYP. (3) LEDGERLOKS� N Cr a HUCQ410 SDS FOUNDATION NOTES CLIPS. POST CAPS. AND POST BASES. CONNECT MULTIPLE MEMBER LVL'S TOGETHER IN INDICATES MIN. (2) 2x6 w '� ! I V @ 19.2' O.C- MA.X. a N a Q FACE MOUNT I I 3 w 1. D7AIN TILE, DAMPPROOFING AND OR WATERPROOFING, &INSULATION. AS WELL AS ACCORDANCE WITH MANUFACTURER REQUIREMENTS- BEARING STUDS BELOW CE K a M `' :� " y O ❑ THEIR INSTALLATION, ARE TO BE IN ACCORDANCE WITH THE CODE. 6. ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, TYP. @DECK HANGER OR CONTINUOUS HEADER ~ N --- � �T Q 2. INSTALL A MINIMUM OF 2 ANCHORS PER PORTION OF SILL PLATE AS WELL AS AN U.N.O. (2}2x12 F5 EQUIVALENT ! I a Cr { } BETWEEN OPENINGS FLUSH OR PARTIALLY y ANCHOR WITHIN 12" OF EACH END AS APPLICABLE. A. 2x6 STUDS SPACED @ 16" Q.C. TYP. U.N-Q. 3,75 -FT `r-. (3)2x10 r---� F2 r FLUSH (3)18" LVL 3. BAR SPLICES ARE TO BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. INCLUDING ALL B. WALL SHEATHING: %6" MIN STRUCTURAL PANEL SHEATHING w:' 8d COMMON NAILS @ 6" O.0 AT ) } y ` I 12 I (3)14" LVL - 1 WALL CORNERS & INTERSECTIONS. PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS OR 13/d" 16 GAUGE STAPLES @ 3' ' fi" (7 FT}L__� I J r ; 1 F2 I 4. CARE IS TO BE TAKEN DURING BACKFILLING TO MAINTAIN A PLUMB WALL ALIGNMENT. SPACING.in -- F3 5�- x �'13),1 .," LVL rlt-1 _ RETAINING WALL FOUNDATIONS RELY ON SLAB ON GRADE FOR LATERAL RESISTANCE. 7. ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, TRUSS SUPPLIER TO PSL POST I I I ADEQUATE TEMPORARY BRACING IS BY OTHERS UNTIL SLAB IS IN PLACE AND FULLY U -N -O- ACCOUNT FOR ONE SIDED INTERIOR- L ' L� i I jl I CURED. A. 2x4 OR 2x6 STUDS SPACED @ 16" O -C. STONE AND HEARTH OSB PLYWOOD 5y4' x 5Y�' F4 5. ADEQUATE SHORING IS THE RESPONSIBILITY OF THE CONTRACTOR. B. WALL SHEATHING: Y2' MIN. GYPSUM SHEATHING FASTENED TO FRAMING w+ 5d COOLER NAILS @ ABOVE-TYP. BRACED WALL PSL POST 6- TOP OF FOUNDATION WALLS WITH LOW GRADE ARE TO BE LATERALLY SUPPORTED 8" O.C. MAX- OR TYPE S.W WALLBOARD SCREWS @ 16" O.C- MAX. (%g' MINIMUM STUD PANEL PER FRAMING PRIOR TO BACKFILLING. MEANS AND METHODS OF LATERAL SUPPORT ARE BY OTHERS. PENETRATION) F1 + NOTE 6 1 7. HELICAL SCREW ANCHORS ARE TO BE DESIGNED BY THE MANUFACTURER FOR A 3- ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA. _ (3)2x1 ¢,__l -BRG BEAM 4' ON WORKING LOAD AS NOTED ON PLAN. INSTALL ANCHORS TO TWICE THIS VALUE FOR AN A. FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C-A L� INDICATES SPAN TREATED POCKET U_TIMATE LOAD RESPECTIVELY WITH A FACTOR OF SAFETY=2. DEPTH OF INSTALLATION B. FLOOR SHEATHING: %" STRUCTURAL FANEL SHEATHING w• 8d COMMON NAILS @ 6" O -C AT PANEL DIRECTION OF - • TO BE DETERMINED BY THE INSTALLER AND!OR A. GEOTECHNICAL ENGINEER. INCREASE EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. B 2x6 TRUSSES BY LOAD FOR POTENTIAL DOWN DRAG AS REQUIRED. HELICAL ANCHOR RESISTANCE TO �. ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA. 6x6 POST BEARING SUPPLIER TYP. I FROST MOVEMENT IS BY THE MANUFACTURER. A. ROOF FRAMING SPACED AT A MAXIMUM OF 24"0,C. STUDS I MATERIALS B. FASTEN ALL ROOF FRAMING TO TOP PLATES WITH USP RT7 OR SIMPSON H2-5 CLIPS OR F4 F2 =. CONCRETE FOOTINGS: F'C = 5,000 PSI @ 28 DAYS {OR 3,500 PSI WITH AN EQUIVALENT AND (4) 0.131"0 x 3" TOENAILS. „ r {3}22" LVL OR W1Dx5a r , r--1 + �r�r,,,,t_. I ,.•m,,,,,v4 1 I 3 18" LVL zwlw-W . ■W .� . APPROVED ADMIXTURE THAT PROVIDES A WATER AND VAPOR C. ROOF SHEATHING: %" STRUCTURAL PANEL SHEATHING w.+ 8d COMMON NAI_S @ 6" 0.0 AT PANEL I 01R' R f Ox3O L J y j =ALO"` "` - - - - - rt` f e"Q1M`{' - % RESISTANCE AT LEAST EQUIVALENT TO 5.000 PSI CONCRETE) EDGES AND 12" O.C- AT INTERMEDIATE SUPPORTS OR 13/+" 16 GAUGE STAPLES @ 3"' 6" SPACING. �"-�F3 ! "---J DASH -DOT LINES I I CONCRETE WALLS: Fc = 3,500 PSI @ 28 DAYS 10. ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH �- I fix6 POST N - -- - r- r.arno i I INDICATE PRIMARY REINFORCING STEEL: ASTM A61 GRADE 60 (12) 0.131"0 x 3" IN LAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (3) � I � I y.,r r ��►ca rn° I GIRDER TRUSSES F2 AGGREGATE: FOOTINGS 14" MAX 0.131"Ox 3" FACE NAILS. STAIRS & F1 (4) 2x5 I BY SU PPL ER TYP. WALLS/SLABS- 3/' MAX 11. ALL BEARING POINT OR POST LOADS ARE TO BE BLOCKED SOLID TO THE FOUNDATION. AT A r" ' LVL , LANDINGS -� BEARING (2)9 /2 t I I I i �. „�, ON-SITE SOIL: SAND CLAY {GROUP II) ASSUMED OVERHANGING PLATES. PROVIDE 2x8 SQUASH BLOCKING BELOW BEARING LOADS. '� L J BY SUPPLIEF&---J STUDS IF CLAY SOILS ARE ENCOUNTERED, 12, STEEL BEAM TO BEAM SHEAR CLIP CONNECTIONS (R = 20 KIPS UNLESS NOTED OTHERWISE) ARE BY �y {2}2x70 �'r BACKFILL w: SAND FULL HEIGHT. THE MANUFACTURER. (2)2x1411 f.a = 45 PSF/FT (ACTIVE) 13. STEEL BEAMS ARE TO HAVE SOLID 2 x MINIMUM TOP PLATE FASTENED WITH ' a" DIAMETER BOLTS '0 +r _ BACKFILL SOIL: SAND ;GROUP I TO BE USED WHERE NOTED- STAGGERED EACH SIDE OF WEB AT 48" ON CENTER MAX. WIDTH TO MATCH BEAM. INCREASE PLATE ` J- - -I I" RMW L STORAM fe = 30 PSF;'FT (ACTIVE) THICKNESS AS REQUIRED FOR TOP FLANGE HANGERS. BEAM TOP FLANGE PLATE TO BE BRACED LATERALLY BY FLOOR SYSTEM AT 48" O C. MAX AND AT ENDS TYP. FOR FLUSH FLOOR FRAMING RETURN TOP OF ALLOWABLE SOIL 20" < 8" MIN. CONGRETE CONNECTIONS, BLOCK WEB SPACE SOLID w' LUMBER TIGHT BETWEEN FLANGES AND BOLT THRCUGH WALL BARS 24" MIN BEARING PRESSURE: 2.000 PSF - ASSUMED STRIP FOOTINGS TYP. INTO RETURN WALL STUDS 110' OR LESS}: SPF STUD GRADE OR BETTER WEB w•'Yz"O BOLTS AT 2d" O,C. STAGGERED UNDER ALL FOUNDATION 4 r r„ON,a, i tea':.ar. "rn 14. CUT POSTS TO FIT. DO NOT BLOCK WITH WOOD PLATE MATERIAL, CRUSHING WOULD OCCLR. FASTEN WALLS AS SHOWN f °Fcsx�p1°° I I WALL STUDS (OVER 10'): SPF NO.2 GRADE OR BETTER WALLS, INTERIOR BEARING & II�fY STEEL BEAMS TO POSTS w' (4) V,�" x 6" STRUCTURAL WOOD SCREWS- STAIR WALLS AT BOTTOM. TO BEAR DIRECTLY ST"a LSL SUDS: 1Y2" WIDTH - 1.3E OR BETTER DIMENSIONAL LUMBER: SPF NO.2 GRADE OR BETTER ON CONCRETE. IF UNTREATED, WRAP BOTTOM w.' MEMBRANE. i TREATED LUMBER: SYP NO.1 GRADE OR BETTER OR LSL 15. VERIFY DROPPED VERSUS FLUSH BEAM CONDITIONS WITH HOUSE PLANS. � 4 f r 16. ALL OTHER FASTENERS TO BE IN ACCORDANCE CODE TABLE R602.3(1). n•a.r.nurs• , r � rl+ W'•wc� j LSL BEAMS: 13/a" WIDTH 1.55E OR BETTER 17. ALL STUD PLIES IN BUILT JP BEARING STUD COLUMNS TO BE FASTENED TO SHEATHING AS SPECIFIED ..� OW 17. LVL: 1X- WIDTH -1.9E OR BETTER "°' M40IeK1O.,�e �"` ~0Y` IN NOTES 6 AND 7. Nn me PSL: 1.8E DR BETTER A.a..�M .. r.�� TREATED GLULAM: SYP 26FV4 18- THE DECK AND FRONT ENTRY PORCH ARE CONSIDERED PRIMARILY OPEN, NON-ESSENTIAL PORTIONS `r + H�^ WESTERN CEDAR TIMBERS: SELECT STRUCTURAL Fb=1,150 PSI, 1.0E OR BETTER OF THE STRUCTURE AND ARE EXCLUDED FROM THE MAIN WINDFORCE RESISTING SYSTEM OF THE PROVIDE ADDITIONAL TOP STRUCTURAL STEEL: ANGLES. MISC - ASTM A35 (Fy = 36KSI) HOME. PROVIDE CODE REQUIRED UPLIFT CONNECTION AT ALL POSTS AND TENSION CONNECTIONS CL " J �OF WALL REINFORCEMENT AT LEDGERS. w AS SHOWN BELOW I ,- TUBES - ASTM A500 Gr. B (Fy =46 KSI) 19- TALL WALL FRAMING IS DESIGNED TO A H/180 DEFLECTION CRITERIA (H.'240 @ STONE) AT A MINIMUM- � z 3 W SECTIONS - ASTM A992 (Fy = 50 KSI) _ 3: (MIN. LENGTH) INDICATES EXTERIOR BRACED WALL PANEL w: SHEATHING ON EXTERIOR FACE IN ACCORDANCE w FRAMING NOTE 6- _ PROVIDE INCREASED FASTEN NG REQUIREMENTS AS SHOWN BELOW. (MIN. LENGTH} - INDICATES INTERIOR BRACED WALL PANEL w GYPSUM SHEATHING BOTH FACES WITH EITHER FASTENER OPTION LISTED IN FRAMING NOTE 7. SPACED AT 4' O.C. PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW. - INDICATES ENGINEERED WIND RESISTING ELEMENTS TO BE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS. REPRESENTSROOF TRUSSES RDOFTRU55 U FIGURE FASTENED TO PLATES FASTENED TO FLAT 2x6 @ 24" O -C. R602.10 -8-"e(3) wl (4) 0.131'0 x 3" PLATES PLATO (MIN. (3) PER BRACED TOENAILS & SIMPSON x 3" WALL PANEL) FRAME 2x4 BOX H2.5 CLIP TOENAILS AROUND SPACE ROOF 2x4 BLOCKING @ 6. O.C. BETWEEN TRUSS w' BETWEEN 1� TRUSSES SAME SHEATHING TRUSSES NAILED F4 AND FASTENING AS TO TOP PLATES NAIL BOTTOM WALL BELOW #5 BARS @ 12" O.C. wl (3) 0.131 "O x 3" PLATE TO LADDER 4'-4" x 4'-O" x 12" ;OR REPLACE w+ NAILS EACH TRUSS w..'(3) 16d ADEQUATE DEPTH NAILS EVERY 16" (4] 0.131 "O� Sim x 3" NAILS A35 2x MEMBER] NAIL BOTTOM PLATE BRACED FRAMING #12 x 3Y2' WOOD J TO RIBBON BRACE ' WALL PANEL ANGLE SCREWS @ 16"0.C- w TRUSSES TRUSS w.' (3) 16d w TRUSSES EACH END INSTALLED IN NAILS EVERY 16"NAIL LADCER ADDITION TO NAILS TRUSS TO TOP BRACED WALL CONNECTION (ROOF TRUSSES) UPPER PLATES wi (MAIN NAIL EACH TRUSS TO LEVEL ROOF 0.131"0 x 3" TOP PLATES (3) NAILS @ 6" O.C. TRUSS BEARING p -131"D x 3" TOO ENAILS FLOOR WALLS ONLY) TRUSS EXTERIOR BEARING WALL EXTERIOR NON-BEARING WALL (4)0 2x4 BLOCKING BETWEEN PROVIDE ROOF TPU55 ROOF TRUSSES NAILED DIRECTLY IN LINE w/ 'NAI x 3" NAILS / TO TOP PLATES wl (3) I BRACED WALL PANEL BRACED51MP50N 0.131"0 x 3" NAILS EACH FASTENED TO PLATES WALL PANEL LTP4 W/ 0.131 "0 x 3" FLAT 2x6 @ 24' O C- FRAMING TOENAILS @ 6' 0.C- (MIN. (3) PER BRACED PLATE WALL PANEL) EACH END NAIL BOTTOM PLATE TO BLOCKING w (3) 16d FLAT 2x6 @ 24" O C'SIMPSON NAILS EVERY 16" -NAIL BOTTOM PLATEDa TO BLOCKING W (3) (MIN(3) PER BRACED LTP4 . WALL PANEL] FRAMING PLATE PROVIDE FULL DEPTH 16d NAILS EVERY 16" BRACED EACH END BLOCKING BETWEEN TRUSSES WALL PANEL w TRUSSES NAILED TO TOP PLATES w' w TA05SE5 (3) 0.131'0 x 3' NAILS EACHTPROVIDE TRUSS DIRECTLY (4) 0.131"0- IN LINE w BRACED WALL x 3' NAILS NAIL EACH TRUSS TO TOP PLATE PANEL FASTENED TO w. I3) 0.131 "0 x 3" TOENAILS PLATES w 0-131"O x 3" TOENAILS @ 6" O.G- FLOOR TRUSSES INTERIOR WALL INTERIOR WALL PERPENDICULAR TO FRAMING PARALLEL w' FRAMING BRACED WALL CONNECTION (FLOOR TRUSSES; SECTIONS SHOWN DEPICT CONNECTIONS CF BRACED WALL PANELS TO ROOF TRUSSES DETAILS SHOWN ABOVE ARE ABOVE. TO TRUSSES BLOCKING ABOVE. AND TO TRUSSESBLOCKING BELOW- THESE PANELS ALTERNATIVE CONNECTIONS TO BE ARE NOT NECESSARILY REOUIREO TO ALIGN. BUT MAY DEPENDING ON PLAN LAYOUT. USED WHEN BRACED WALL PANEL DOES NOT ALIGN WITH FRAMING. THESE SHEETS REPRESENT A COMPLETE DESIGN OF THE 'MAIN WINDFORCE RESISTING SYSTEM" FOR THE ENTIRE RESIDENTIAL STRUCTURE. THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WIND RESISTING ELEMENT THAT IS REQUIRED FOR THE HANSON GROUP'S DESIGN IS SHOWN ON THE STRUCTURAL DRAWINGS. WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING. @ COPYRIGHT HANSON GROUP, LLC 2022 LOADS ROOF LIVE LOAD: 35 PSF (SNOW) ROOF DEAD LOAD. 15 PSF FLOOR LIVE LOAD: 40 PSF FLOOR DEAD LOAD: 15 PSF WIND LOAD: 115 MPH ULTIMATE EXP. B CODE 2020 MINNESOTA RESIDENTIAL CODE ABBREVIATIONS TYP. _ TYPICAL SIM. = SIMILAR U.N.Q. UNLESS NOTED OTHERWISE MIN. MINIMUM MAX. - MAXIMUM O.C. = ON CENTER 0-14 - CONTINUOUS OVER SLOPE GRADE AWAY FROM FOUNDATION -1 II=I I F #4 VERT. BARS @ 24- -1 4.C.� PROVIDE 2" RIGID INSULATION AT BASE OF WELL & UP SIDE & REAR WALLS BELOW GRADE #4 x 2•-0" DOWELS @ 24" O.0 (5" MIN. EMBED) CENTERED IN WALL 20'x 8' MIN. CONCRETE STRIP FOOTING UNDER WINDOW WELL WALLS a � 2 WALL SECTION 53 WINDOW WELL SIDE WALL (3) #4 HORIZ. BARS PLACED TIGHT AGAINST VERT. BARS JUST BELOW LEDGE TYP. VERT. BARS PER S 1 -S2 DE 10" MIN. C.I.P. CONCRETE WALL REFERENCE PLAN 53 LOWER LEVEL PLAN SHOWN FOR LOCATION REFERENCE ONLY PLAN NOTES: • ALL REMAINING BEAMS AND HEADERS NOT SPECIFIED ARE TO BE MIN. (2) 2x10 OR AN ALLOWABLE SUBSTITUTE LISTED IN THE FRAMING NOTES. ■ PROVIDE (2) 2x6 BEARING STUDS AT ENDS OF ALL GIRDER TRUSSES U-N.O- • SEE FRAMING NOTES FOR BEAM AND HEADER SUPPORT REQUIREMENTS. DESIGN SHOWN FOR 3 S3 RELIES ON CURED CONCRETE SLAB FOR TOP OF WALL LATERAL SUPPORT. MEANS AND METHODS OF BRACING DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. THE HANSON GROUP RECOMMENDS EITHER STEEL BRACING ALONG THE EXTERIOR PERIMETER OR POURED CONCRETE WING WALLS ALONG THE INTERIOR PERIMETER BY OTHERS. SLAB -ON -GRADE - , 2" LEDGE PROVIDE GRANULAR MATERIAL FOR FILL BELOW SLAB s #4 x 5'-0" HOOKS @ 24" 0. C. #z HORIZ. BARS @ 24" O.C. MAX. ABOVE GRADE #4 x 2'-0" DOWELS @ 72" O.C. (5" MIN. EMBED) CENTERED IN WALL 20' WIDE x 8" DEEP MIN. CONCRETE STRIP FOOTING (PROVIDE ADEQUATE FROST PROTECTION) C ra••a' � ^. ' 20'x 8" MIN. CONCRETE STRIP FOOTINGS TYP. UNDER ALL FOUNDATION WALLS @ GARAGE � I L t rrrrrw.- *eWrro.: low COC F • Sdk.ft. 9T1lA. hiemm gra 0 o.n was ueor oae 4x w ra•+r "K rye i i r or r .awev � .r os r'arev I er,r wr rr. i I • m Nropaucv -- -- - ----- I care n0 t } . r -O I ",-e + rr-e 8" MIN. G.I.P. O & CONCRETE WALL F o Ow 2 x w III-7SLOPEGRADEAWAY FROM FOUNDATION z B" OR 10" C.I.P. 5 CONCRETE WALL o v 3 WALL SECTION S3 LOW GRADE FROST FOUNDATION WALL r D.F.P. Planning & Design 9100 Baltimore St NE, Suite 106 Blaine, MN 55449 Revision Date Description PLANS SHCWN LIGHT IN BACKGROUND ARE FOR LOCATION REFERENCE ONLY. PLAN NOTES AND ELEMENTS SHOWN LIGHT MAY NOT NECESSARILY SUPPORT THE HANSON GROUP'S DESIGN. CONCRETE PAD FOOTING SCHEDULE �­ 8" MIN C.I.P. FOOTING SIZE CONCRETE WALL e 2" TO HORIZ. BARS 164 NONE F2 2'-6' x 2'-6' x 8" #4 HORIZ BARS 5C a F2 -ALTERNATE @ 24" G.C. NONE C? 3-0" x T-0" x 12" as F4 GRANULAR #5 BARS @ 12" O.C. -1, MATERIAL "? 4'-4" x 4'-O" x 12" ( SAND) 7/7-7/7777777773 20'x 8' MIN. CONCRETE STRIP FOOTING UNDER WINDOW WELL WALLS a � 2 WALL SECTION 53 WINDOW WELL SIDE WALL (3) #4 HORIZ. BARS PLACED TIGHT AGAINST VERT. BARS JUST BELOW LEDGE TYP. VERT. BARS PER S 1 -S2 DE 10" MIN. C.I.P. CONCRETE WALL REFERENCE PLAN 53 LOWER LEVEL PLAN SHOWN FOR LOCATION REFERENCE ONLY PLAN NOTES: • ALL REMAINING BEAMS AND HEADERS NOT SPECIFIED ARE TO BE MIN. (2) 2x10 OR AN ALLOWABLE SUBSTITUTE LISTED IN THE FRAMING NOTES. ■ PROVIDE (2) 2x6 BEARING STUDS AT ENDS OF ALL GIRDER TRUSSES U-N.O- • SEE FRAMING NOTES FOR BEAM AND HEADER SUPPORT REQUIREMENTS. DESIGN SHOWN FOR 3 S3 RELIES ON CURED CONCRETE SLAB FOR TOP OF WALL LATERAL SUPPORT. MEANS AND METHODS OF BRACING DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. THE HANSON GROUP RECOMMENDS EITHER STEEL BRACING ALONG THE EXTERIOR PERIMETER OR POURED CONCRETE WING WALLS ALONG THE INTERIOR PERIMETER BY OTHERS. SLAB -ON -GRADE - , 2" LEDGE PROVIDE GRANULAR MATERIAL FOR FILL BELOW SLAB s #4 x 5'-0" HOOKS @ 24" 0. C. #z HORIZ. BARS @ 24" O.C. MAX. ABOVE GRADE #4 x 2'-0" DOWELS @ 72" O.C. (5" MIN. EMBED) CENTERED IN WALL 20' WIDE x 8" DEEP MIN. CONCRETE STRIP FOOTING (PROVIDE ADEQUATE FROST PROTECTION) C ra••a' � ^. ' 20'x 8" MIN. CONCRETE STRIP FOOTINGS TYP. UNDER ALL FOUNDATION WALLS @ GARAGE � I L t rrrrrw.- *eWrro.: low COC F • Sdk.ft. 9T1lA. hiemm gra 0 o.n was ueor oae 4x w ra•+r "K rye i i r or r .awev � .r os r'arev I er,r wr rr. i I • m Nropaucv -- -- - ----- I care n0 t } . r -O I ",-e + rr-e 8" MIN. G.I.P. O & CONCRETE WALL F o Ow 2 x w III-7SLOPEGRADEAWAY FROM FOUNDATION z B" OR 10" C.I.P. 5 CONCRETE WALL o v 3 WALL SECTION S3 LOW GRADE FROST FOUNDATION WALL r D.F.P. Planning & Design 9100 Baltimore St NE, Suite 106 Blaine, MN 55449 Revision Date Description PLANS SHCWN LIGHT IN BACKGROUND ARE FOR LOCATION REFERENCE ONLY. PLAN NOTES AND ELEMENTS SHOWN LIGHT MAY NOT NECESSARILY SUPPORT THE HANSON GROUP'S DESIGN. CONCRETE PAD FOOTING SCHEDULE MARK FOOTING SIZE REINFORCEMENT EACH WAY F1 2'-0" x 2'-0' x 8" NONE F2 2'-6' x 2'-6' x 8" #5 BARS @ 12" O.C. F2 -ALTERNATE 2'-6" x 2'-6" x 12" NONE F3 3-0" x T-0" x 12" #5 BARS @ 12" O.C. F4 3-6" x 3'-6" x 12" #5 BARS @ 12" O.C. F5 4'-4" x 4'-O" x 12" #5 BARS @ 12" O.C. LOCATE REINFORCEMENT 3" FROM THE BOTTOM OF FOOTING BUILDER IS REQUIRED TO SEND FINAL TRUSS LAYOUT DRAWINGS TO THE HANSON GROUP PRIOR TO CONSTRUCTION FOR VERIFICATION OF LOAD PATHS AND FRAMING SIZES LISTED I hereby certify that this plan. specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Signed: Print Name: Nick Hanson Date: 11.15-22 License Number: 46665 3407 Kilmer Lane North Suite 4 Plymouth. MN 55441 Tel 612-748-3572 www.hansongroupmn.com Wunderlich Residence 2726 Caroline Ave Orono, MN Project Number: 2.563 Date: November 15. 2022 Sheets: 1 of 3 S3 rn 0 �o LC) z LC) L0 CD �00 z w Q woo LL I� w o z @ r� CZ•R� a LL LL V J .. M z x 0 J LL Q ww �~ w 06wi�i z o Y ,t V�zo eel 3o w (/) Z� 00 �o E_ 00 Z g LL im, ZQ i;:� LL: < 3:. 10 C2 L d w d W I2 0 0 w L) nW 1� w QIi lI 0 W ww z Z az 0 1.4 c0 p ^W� I� DATE: 11-3-22 REVISIONS: 11-10-22 11-16-22 3-31-23 4-6-23 4-10-23 6-14-23 DRAWN BY: JJ COMM. NO. 222249 SHEET NO. 53 INDICATES MIN. (2) 2x6— BEA RINGSTUIDS BELOW CONTINUOUS HEADER BETWEEN OPENINGS TYP. U.N.O. (3, FT) R� SIDE OWNERS BEDROOM EXTERIOR VAULTED TALL WOOD WALL. VAULTED TO 144"± TO BE CONSTRUCTED AS FOLLOWS: • 2x6 @ 16' O.C. TYPICAL FULL HE IGHT WALL FRAMING (BALLOON FRAMED TO BOTTOM OF VAULT) • PROVIDE 2x6 BLOCKING BETWEEN STUDS AT INTERVALS NOT TO EXCEED 10 -FT ALONG HEIGHT OF WALL • PROVIDE (1) 2x6 BEARING STUD & (1) 2x6 FULL HEIGHT KING STUD AT THE SIDES OF OPENINGS • ALL 2x6 FRAMING MAY BE SPF OR LSL MATERIAL • PROVIDE TOP OF WALL LATERAL BRACE AT PEAK AS SHOWN IN 1S4 OR 4'S4 AS APPLICABLE • PROVIDE TOP AND BOTTOM CF WALL CONNECTIONS SHOWN FOR BRACED WALL PANELS co ;1 (5 FT) CONSTRUCT RIGID SHEAR PANEL AS SHOWN IN 1 S5 EXTENDED (2)9Y2` LVL >: J y J SEE 21S4 FOR s REAR GREAT v (3) 2,6 9 ROOM TALL BEARING WALL FRAMING STUDS ` IL._._.—__.--_._._._._. I i CONSTRUCT RIGID SHEAR PANEL AS � ,—SIDE 4 -SEASON PORCH EXTERIOR VAULTED TALL WOOD SHOWN IN 2/S5 WALL. VAULTED TO 13'-l"± TO BE CONSTRUCTED AS STUDS STUDS ! FOLLOWS: :XTENDEQ [2 )11 LVL • 2x6 @ 16" O.C. TYPICAL FULL HEIGHT WALL FRAMING ro (BALLOON FRAMED TO BOTTOM OF VAULT; DASH -DOT LINES I . PROVIDE 2x6 BLOCKING BETWEEN STUDS AT INTERVALS F 8x8 SYP TREATED POSTS NOT TO EXCEED 10 -FT ALONG HEIGHT OF WALL • PROVIDE (1) 2x6 BEARING STUD & (1) 2x6 FULL HEIGHT GIRDER TRUSSES KING STUD AT THE SIDES OF ALL OPENINGS rn • PROVIDE (2) 2x6 FULL HEIGHT STUDS AT THE SIDE OF CQ FIREPLACE BUMPOUT �w • ALL 2x6 FRAMING MAY BE SPF OR LSL MATERIAL • PROVIDE TOP OF WALL LATERAL BRACE AT PEAK AND FIREPLACE EUMPOUTS AS SHOWN IN 31S4 OR 4/S4 AS APPLICABLE (3111%" L (3) 2x6 (3) 2x6 I BEARING BEARING I I (8-FT)i 6 STUDS STUDS ! PERGOLA BY OTHERS i 8"x12" CEDAR TIMBER ..L1 I r�t±wr rtonr i ro i BEAMS FOR PERGOLA ON DASH -DOT LINES I F 8x8 SYP TREATED POSTS 1 INDICATE PRIMARY i i w CAP BASE PER `YP. GIRDER TRUSSES WALL SUPPLIER I BY SUPPLIER TYP ! (4 -FT) i INDICATES SPAN { ,r DIRECTION OF i i •• TRUSSES BY j J SUPPLIER TYP. i 1 ' ------- ------I- ----- I kr _------------ ! (3) 2x6 r rus 1 I - BEARING 3STUDS {4) Y bm 0.o {4) 2x6 BEARING (4) 2x6 Y' 02AS STUDSBEARING v. STUDS r� Zn J o o v CM [v 5 -FT) ' ch ri (3.5 -FT) (3.5- FT) a (2)9Y2" LVL CEZ= ® K N i CEDAR RAFTERS FOR I PERGOLA BY OTHERS i i SEE 5.S5 FOR MONO i n TRUSS CONNECTION TO WALL ! (4 FT) (4 -FT) CONSTRUCT {2}9Y�' LVL �SHEARWALL �w AS SHOWN IN 3,S5 i i + y i - 1 1 . 1 I U_ (4. FT) (2)9Y" LVL it + o-= K % }I I (3.5-F 4 S... ;3)11% -LVL (2)2x13 CANTILEVERED BEAM TO HAVE LSTA 30 STRAP TO BEARING— r ±� ��, STUDS BELOW ON EACH SIDE OF BACKSPAN-FASTEN STRAPPED STUDS TO GIRDER TRUSS BRG STUDS w 0.276"0 x 4" SDWS SIMPSON SCREWS @ 6" O.C. i Nrnw.r STAIRWAY EXTERIOR WALL H=13' -10Y' ± MAX. TALL WOOD WALLS TO TO BE CONSTRUCTED AS FOLLO'dVS: • 2x6 STUDS @ 16' O.C. TYPICAL FULL HEIGHT WALL FRAMING (BALLOON FRAMED) • PROVIDE 2x6 BLOCKING BETWEEN STUDS AT INTERVALS NOT TO EXCEED 10 -FT ALONG HEIGHT OF WALL • PROVIDE HEADER PER FRAMING NOTES • PROVIDE (1)2x6 BEARING STUDS & (2)2x6 FULL HEIGHT KING STUDS EACH SIDE OF OPENING • ALL 2x6 FRAMING MAY BE SPF OR LSL MATERIAL [3) 2x6 ATau.■t ■./rTwo v BEARING arr■Macaw i■wMre ru■ ZPORCH p1 EXTERIOR WALL H=14'-6"± MAX. TALL WOOD J STUDS Q10"TV WALLS TO TO BE CONSTRUCTED AS FOLLOWS: > j i �W • 2x6 STUDS @16" O C. TYPICAL FULL HEIGHT WALL FRAMING ! ' 3°MIIIIIIIIIn 110°" ~ ` (BALLOON FRAMED) ` °""R00" � =moo ■ PROVIDE 2x6 BLOCKING BETWEEN STUDS AT INTERVALS i3AR R NOT TO EXCEED 10 -FT ALONG HEIGHT OF WALL • PROVIDE (2)2x6 FULL HEIGHT STUDS EACH CORNER-TYP. ! • ALL 2x6 FRAMING MAY BE SPF OR LSL MATERIAL ! I (3) 2x6 I BEARING I I STUDS u' CONSTRUCT REFERENCE PLAN STRUCTURAL 54 MAIN LEVEL PLAIN SHOWN FOR RACKET AS SHOWN LOCATION REFERENCE ONLY IN 4:S5 EACH SIDE OF GARAGE DOOR 1J PLAN NOTES: (12) 0.131" • A_L REMAINING BEAMS AND HEADERS NOT SPECIFIED ARE TO BE MIN. ROOF TRUSSES BY SIMPSON LTSI6TWIST STRAP NAILS (2) 2x10OR AN ALLOWABLE SUBSTITUTE LISTED IN THE FRAMING NOTES. EACH SIDE OF BRACING • PROVIDE (2) 2x6 BEARING STUDS AT ENDS OF ALL GIRDER TRUSSES U N.O. MANUFACTURER @ 24" . SEE FRAMING NOTES FOR BEAM AND HEADER SUPPORT REQUIREMENTS. O.C. MAX. ROOF SHEATHING 1(2) 2x4 BLOCKING IN (1) TRUSS SPACE - TOENAIL EACH END - ADD THIRD PLY (2) 2 x 6 TOP PLATESe40' WHERE KICKERS EXCEED 16 FT (2) 2x6 BRACING FASTENED TOGETHER w. (2) ROWS OF NAILS @ 6" D.C. STAGGERED fi STRONG FROM BOTH SIDES ADD THIRD PLY AND CK WHERE USE LSLULVL MATERIAL WHERE KICKERS KERS EXCEED EXCEED 16 FT -0" ACH CING PROVIDE 2x4 MIN BLOCKING TOP & BOTTOM OF TRUSSES INSTALL w' TOE NAILS EACH END FOR STABILITY SIMPSON A35 FRAMING ANGLE ONE SIDE OF BLOCKING FRAMING DETAIL LATERAL BRACING BLOCKING AT GABLE ENDS @ PEAKS & KING STUD LOCATIONS USE w TRUSS DEPTH GREATER THAN 24" NAIL SHEATHING TO BLOCK ING.+TRUSSES wi (6) ADDITIONAL 0.131 O x 3' LONG NAILS @ COPYRIGHT HANSON GROUP, LLC 2022 314" PLYWOODiOSB ONE SIDE OF BLOCKING w: (6) 0.131 0 x 3" LONG NAILS TOP & BOTTOM OR 172' PLYWOOD OSB EACH SIDE OF BLOCKING EACH W(6) 0-131 0 x 3" LONG NAILS TOP & } BOTTOM ROOF TRUSSES BY SUPPLIER @ 24" O.C- MAX. 4 FRAMING DETAIL LATERAL BRACING BLOCKING AT GABLE ENDS @ PEAKS & KING STJD LOCATIONS USE wl TRUSS DEPTH UP TO 24" N CONSTRUCT � SHEARWALL AS SHOWN IN 3155 (3 FT) MIRRORED SIM (4.5 FT) (4.5 -FT) BRACED WALL PANEL FASTEN BOTTOM PLATE TO RIBBON BRACE 1 TRUSS wl (3) '6d NAILS EVERY 16" O.C. NAIL FLOOR SHEATHING TO BLOCKING w 8d NAILS @ 6"0 - C. FASTEN BOTTOM 2x4 w., (3) 16d NAILS EVERY 16" O.G. FRAMEWALL ! BRACED WALL PANEL BELOW —CANTILEVERED FLOOR TRUSS BY SUPPLIER BLOCKING BETWEEN TRUSSES AS FOLLOWS: • FLAT 2x4 TOP & BOTTOM • 3/4" PLYWOOD SHEET NAILED TO 2x4's w (8) 8d NAILS TOP & BOTTOM • CIRCU_AR HOLE UP TO 6'0 MAY BE CUT INTO CENTER OF PLYWCOD 5 SECTION S4 AT BRACED WALL PANELS ABOVE CANTILEVERED FLOOR FRAMING NOTE SECTION ONLY APPLIES WHEN BRACED WALL PANELS ARE LOCATED ABOVE FLOOR CANTILEVER- SEE PLAN FOR APPLICABILITY. 2 FRAMING DETAIL 54 REAR GREAT ROOM TALL WALL NOTE INFO APPLIES SYMMETRICALLY ACROSS DETAIL. SIMPSON HTT5 HOLDO'WN ANCHOR FASTENED TO DOUBLE STUDS w Y"O x 12" LONG SIMPSON TITEN HD SCREW-IN ANCHOR CONCRETE FOUNDATION BELOW 6 FRAMING DETAIL S4 POST -INSTALLED HOLDOWN OPTION D.F.P. Planning & Design 9100 Baltimore St NE, Suite 106 Blaine, MN 55449 Revision Date Description HANGERS PLANS SHCWN LIGHT IN BACKGROUND ARE FOR IPPLIER LOCATION REFEFENCE ONLY. PLAN NOTES AND ELEMENTS SHOWN LIGHT MAY NOT NECESSARILY SUPPORT THE HANSON GROUP'S DESIGN. VIDE BLOCKING AS SHOWN S4 OR 4?S4 ABOVE KING DS AND PEAK AS LICABLE 'ASTEN STUDS TOGETHER wl (3) 1-276'O x 6" SDWS SIMPSON ;CREWS ABOVE FRAMING ANGLE -ASTEN HEADER TO STUDS w ;IMPSON LS50 FRAMING ANGLE -ASTEN STUDS TOGETHER w (3) 1-276-0 x 6" SDWS SIMPSON ;CREWS BELOW FRAMING ANGLE 3) 2x6 LSL FULL HEIGHT KING STUDS 'ROVIDE DOUBLE STUDS AT :ACH END OF WALL FASTEN BOTTOM PLATE TO BLOCKING IN FLOOR w' (3) 0.276'0 x 4" SDWS SIMPSON SDWS SCREWS INSTALLED IN ASTAGGERED PATTERN BUILDER IS REQUIRED TO SEND FINAL TRUSS LAYOUT DRAWINGS TO THE HANSON GROUP PRIOR TO CONSTRUCTION FOR VERIFICATION OF LOAD PATHS AND FRAMING SIZES LISTED I hereby certify that this plan. specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Signed: Print Name: Nick Hanson Date: 11-15-22 License Number: 46665 3407 Kilmer Lane North Suite 4 Plymouth. MN 55441 Tel 612-748-3572 www.honsongroupmn.com Wunderlich Residence 2726 Caroline Ave Creno, MN Project Number: 2.563 Date: November 15. 2022 Sheets: 2 of 3 S4 rn 75; IT It U LC) Z LC) Lc) ( r)O C? Z w Q a- co LL I� LLT 0 z_ ra O Cz Q V J ILL .. m z X 0 LL VI— Q ww:� --w 0� �w0 z o o q z0 � (D O w �00 Z� 00 —0a- ()0 Zg L. r1_ i:::o Zm �r Q J O c ^ o 1Lu az aao,._. —coo- z � W � Q6 IL O 0 oz z z D~Q Q N>— Oa� N o o D :E N Q Q O Da- D w L) ^W T�� w Qli V1 l 0 W ww ZZ az 0 1--1 U0 p nW � 1� DATE: 11-3-22 REVISIONS: 11-10-22 11-16-22 3-31-23 4-6-23 4-10-23 6-14-23 DRAWN BY: JJ COMM. NO. 222249 SHEET NO. 54 2x6 CRIPPLE WALL ABOVE HEADER CONTINUOUS LVL HEADER SEE PLAN FASTEN KING STUD TO — HEADER wl (2) ROWS 16d SINKER NAILS @ 3" O_C- FASTEN TOP PLATE TO HEADER w (2) ROWS 16d SINKER NAILS @ 3" O -C - (2)2x6 INTERMEDIATE-----___ STUDS (1) 2x6 BEARING STUD & (1) 2x6 FULL HEIGHT STUD EACH END OF HEADER (2) 2x6 BEARING STUDS MIN- SIMPSON MSTC52 STRAPS—` CENTERED ON FLOOR SYSTEM AT LOCATIONS SHOWN (PROVIDE 2x BLOCKING IN \` FLOOR SPACE AS REQ'D) FASTEN KING STUD TO HEADER w' (2) ROWS 16d \ SINKER NAILS @ 3" D -C. FASTEN TOP PLATE TO HEADER wl (2) ROWS 16d SINKER NAILS @ 3" O -C. (2}2x6 INTERMEDIATE STUDS (1) 2x6 BEARING STUD & -- .----- (1) 2x6 FULL HEIGHT STUD EACH END OF HEADER (2) 2x6 BEARING STUDS MIN. @ COPYRIGHT HANSON GROUP, LLC 2022 I GAIT TW nP r nNTIMI Ir)I IC WrAnGR 1 FRAMING DETAIL 55 STACKED RIGID SHEAR PANELS NOTE INFO APPLIES SYMMETRICALLY ACROSS DETAIL. 3'.1Y2'± (4'-1 OY2 ± @ SIM) 3 FRAMING DETAIL 55 GARAGE SHEARWALL FASTEN FRAMING ABOVE AS SHOWN FOR BRACED WALL PANELS ALONG THIS SHEARWALL AS WELL AS ABOVE OVERHEAD DOOR SEE PLAN & FRAMING NOTES FOR HEADER & BEARING: KING STUDS AT SIDES OF OPENING TYPICAL 2x6 STUDS @ 16" O -C - PROVIDE DOUBLE STUDS AT END OF SHEARWALL HATCHED AREA INDICATES %g" OR THICKER PLYWOOD+OSB EXTERIOR SHEATHING FASTENED TO STUDS w 8d NAI LS@ 4" O.C. AT PANEL EDGES & @ 12" O.C. AT INTERIOR SUPPORTS SINIPSON STHD14 HCLDOWN ANCHOR FASTENED TO DOUBLE STUDS (REFER TO 6'S4 FOR POST -INSTALLED HOLDOWN OPTION) (2)%" O ANCHOR BOLTS (7" MIN. EMBED) �LARGER HATCHED AREA INDICATES''/,�" OR THICKER PLYWOOD OR OSB SHEATHING APPLIED TO EXTERIOR SIDE w.' STANDARD 6"I12" NAILING PATTERN FASTEN FRAMING ABOVE AS SHOWN FOR BRACED WALL PANELS (2)SIMPSON LSTA30 STRAPS ON INSIDE FACE OF WALL (PROVIDE SPACER TO FLUSH OUT HEADER TO WALL STUD THICKNESS) SNAIL SHEATHING TO HEADER w 8d NAILS '-& 3" O -C- EA. WAY TYP. — LOCATE PANEL JOINT WITHIN 2'-0" .FROM CENTER OF HEADER HEIGHT AS REO'D (2x SOLID BLOCKING REQUIRED AT SHEATHING JOINT) SMALL HATCH AREA INDICATES'/6" OR THICKER PLYWOOD OR OSB SHEATHING APPLIED TO EXTERIOR SIDE OF STUDS (NAIL SHEATHING AROUND PERIMETER wi (2) ROWS 8d NAILS @ 3" O.C. STAGGERED & TO PLATES : BLOCKING @ 3" O.C.) FASTEN BOTTOM PLATE TO BLOCKING ter' IN FLOOR w.` (2) 0.276"0 x 4" SDWS SIMPSON SDWS SCREWS INSTALLED IN A STAGGERED PATTERN —FASTEN FRAMING ABOVE AS SHOWN FOR BRACED WALL PANELS 2x6 CRIPPLE WALL ABOVE HEADER CONTINUOUS LVL HEADER SEE PLAN NAIL SHEATHING TO HEADER w/ 8d NAILS 3" D.C. EA. WAY TYP. �(2)SIMPSON LSTA30 STRAPS ON INSIDE FACE OF WALL (PROVIDE SPACER TO FLUSH OUT HEADER TO 'WALL STUD THICKNESS) LOCATE PANEL JOINT WITHIN 2'•4" FROM CENTER OF HEADER HEIGHT AS REO'D (2x SOLID BLOCKING REQUIRED AT SHEATHING JOINT) TYPICAL 2x6 STUDS @ 16" O.C. 1 nt I I. I. LENGTH OF CONTINUOUS HEADER �l l ■ 1 FRAMING DETAIL 55 STACKED RIGID SHEAR PANELS NOTE INFO APPLIES SYMMETRICALLY ACROSS DETAIL. 3'.1Y2'± (4'-1 OY2 ± @ SIM) 3 FRAMING DETAIL 55 GARAGE SHEARWALL FASTEN FRAMING ABOVE AS SHOWN FOR BRACED WALL PANELS ALONG THIS SHEARWALL AS WELL AS ABOVE OVERHEAD DOOR SEE PLAN & FRAMING NOTES FOR HEADER & BEARING: KING STUDS AT SIDES OF OPENING TYPICAL 2x6 STUDS @ 16" O -C - PROVIDE DOUBLE STUDS AT END OF SHEARWALL HATCHED AREA INDICATES %g" OR THICKER PLYWOOD+OSB EXTERIOR SHEATHING FASTENED TO STUDS w 8d NAI LS@ 4" O.C. AT PANEL EDGES & @ 12" O.C. AT INTERIOR SUPPORTS SINIPSON STHD14 HCLDOWN ANCHOR FASTENED TO DOUBLE STUDS (REFER TO 6'S4 FOR POST -INSTALLED HOLDOWN OPTION) (2)%" O ANCHOR BOLTS (7" MIN. EMBED) �LARGER HATCHED AREA INDICATES''/,�" OR THICKER PLYWOOD OR OSB SHEATHING APPLIED TO EXTERIOR SIDE w.' STANDARD 6"I12" NAILING PATTERN FASTEN FRAMING ABOVE AS SHOWN FOR BRACED WALL PANELS (2)SIMPSON LSTA30 STRAPS ON INSIDE FACE OF WALL (PROVIDE SPACER TO FLUSH OUT HEADER TO WALL STUD THICKNESS) SNAIL SHEATHING TO HEADER w 8d NAILS '-& 3" O -C- EA. WAY TYP. — LOCATE PANEL JOINT WITHIN 2'-0" .FROM CENTER OF HEADER HEIGHT AS REO'D (2x SOLID BLOCKING REQUIRED AT SHEATHING JOINT) SMALL HATCH AREA INDICATES'/6" OR THICKER PLYWOOD OR OSB SHEATHING APPLIED TO EXTERIOR SIDE OF STUDS (NAIL SHEATHING AROUND PERIMETER wi (2) ROWS 8d NAILS @ 3" O.C. STAGGERED & TO PLATES : BLOCKING @ 3" O.C.) FASTEN BOTTOM PLATE TO BLOCKING ter' IN FLOOR w.` (2) 0.276"0 x 4" SDWS SIMPSON SDWS SCREWS INSTALLED IN A STAGGERED PATTERN —FASTEN FRAMING ABOVE AS SHOWN FOR BRACED WALL PANELS 2x6 CRIPPLE WALL ABOVE HEADER CONTINUOUS LVL HEADER SEE PLAN NAIL SHEATHING TO HEADER w/ 8d NAILS 3" D.C. EA. WAY TYP. �(2)SIMPSON LSTA30 STRAPS ON INSIDE FACE OF WALL (PROVIDE SPACER TO FLUSH OUT HEADER TO 'WALL STUD THICKNESS) --SIMPSON STHD14 EMBEDDED HOLDOWN ANCHOR AT LOCATIONS SHOWN (REFER TO 6.1S4 FOR ALTERNATIVE OPTION) SIMPSON A35 CLIP EACH SIDE OF PSL COLUMN TO TOP PLATES ABOVE INSTALLED w. SIMPSDN SD9x1Y2" SCREWS MONO TRUSSES BY SUPPLIER -NOT SHOWN FOR CLARITY (PROVIDE POCKET FOR FLUSH BEAM; LARGER HATCHED AREA INDICATES %:" OR THICKER PLYWOOD OR DSI SHEATHING APPLIED TO EXTERIOR SIDI w' STANDARD 6"'12" NAILING PATTERI FASTEN FRAMING ABOVE A! SHOWN FOR BRACED WALL PANEL; SIMPSON LSTA24 STRAP ON INSIDE FACI OF WALL (PROVIDE SPACER TO FLUSI DU" HEADER TO WALL STUD THICKNESS NAIL SHEATHING TO HEADER w•; 8 NAILS @ 3" O.G- EA. WAY TYF LOCATE PANEL JOINT WITHIN 2'-0 FROM CENTER OF HEADER HEIGH- AS REQ'D (2x SOLID BLOCKIN( REQUIRED AT SHEATHING JOINT SMALL HATCH AREA INDICATES ''/,e" OI THICKER PLYWOOD OR OSB SHEATHIN( APPLIED TO EXTERIOR SIDE OF STUD; (NAIL SHEATHING AROUND PERIMETER w (2) ROWS 8d NAILS @ 3" D.C. STAGGERE[ & TO PLATES : BLOCKING @ 3" O.C. FASTEN BOTTOM PLATE TO BLOCKING IN FLOOR w: 0.276"O x 4' SDWS SIMPSON SDWS SCREWS INSTALLED IN A STAGGERED PATTERN AS SHOWN LARGER HATCHED AREA INDICATES %f, OR THICKER PLYWOOD OR OSI SHEATHING APPLIED TO EXTERIOR SIDI w STANDARD 6'112" NAILING PATTERI FASTEN FRAMING ABOVE A; SHOWN FOR BRACED WALL PANEL; FASTEN KING STUD T( HEADER wl (2) ROWS 16 SINKER NAILS @ 3" O.0 NAIL SHEATHING TO HEADER wi 8 NAILS @ 3" O.C- EA. WAY TYF SIMPSON LSTA30 STRAP ON INSIDE FACI OF WALL (PROVIDE SPACER TO FLUSI DU" HEADER TO WALL STUD THICKNESS (1) 2x6 BEARING STUD 8 (1) 2x6 FULL HEIGHT STUC THIS END OF HEADER (2) 2x6 BEARING STUDS MIN LOCATE PANEL JOINT WITHIN 2'-0 FROM CENTER OF HEADER HEIGH- AS REO'D (2x SOLID BLOCKIN( REQUIRED AT SHEATHING JOINT SMALL HATCH AREA INDICATES Xr,' OI THICKER PLYWOOD OR OSB SHEATHIN( APPLIED TO EXTERIOR SIDE OF STUD; (NAIL SHEATHING AROUND PERIMETER ov (2) ROWS 8d NAILS @ 3" O.C. STAGGERE[ & TO PLATES' BLOCKING @ 3" O -C. SIMPSON STHD14 EMBEDDEI HOLDOWN ANCHOR A' LOCATIONS SHOWN (REFER T( 6:'54 FOR ALTERNATIVE OPTION) FASTEN BRACE TDP MEMBER TO PSL 2'-6"± POST wi (2) SIMPSON DTT 1Z SIDE BY SIDE EACH w.' (1) 0.276"0 x 4" SDWH SCREW INTO PSL AND SIMPSON SD9x1Yz" SCREWS INTO BRACKET (3)111/" LVL FASTEN MEMBERS TOGETHER w.` (4) SIMPSON 0.276"0 x 8" SDWH SCREWS - STAGGER IN TWO ROWS DIAGONAL MEMBER IS TO CUT FROM SINGLE DEEPER TIMBER (DIMENSIONS SHOWN ON ARCHITECTURAL DRAWING 1A) I STRUCTURAL BRACES CONSTRUCTED OF ROUGH SAWN TIMBERS - ALL MEMBERS TO BE CEDAR #1 GRADE TOP MEMBER IS MIN. 5" WIDTH AND 6" THICKNESS {GLUE MEMBERS TOGETHER w, LOCTITE PL PREMIUM FAST GRAB) FASTEN MEMBERS TOGETHER w (6) SIMPSON 0.276"0 x 8" SDWH SCREWS - STAGGER IN TWO ROWS PROVIDE LATERAL BRACING KICKER AT BRACKET LOCATIONS PER 3;S4 OR 4rS4 AS APPLICABLE "SIMPSON A35 CLIP EACH SIDE OF GABLE BRACING @ LOCATIONS SHOWN ON PLAN -ELEVATION FASTEN PSL POST TO HORIZONTAL —BRACE TOP MEMBER w•` (4) SIMPSON 0.276"0 x 10" SDWH SCREWS -STAGGER IN TWO ROWS /—FASTEN PSL POST TO BRACE VERTICAL MEMBER w' (10)SIMPSON 0.276"0 x 10" SDWH SCREWS COUNTERSUNK- STAGGER IN TWO ROWS FULL HEIGHT 5& x 5}d" PSL POST IN WALL FASTENED TO PLATES w SIMPSON A35 FRAMING ANGLE EACH SIDE OF POST AT TOP & BOTTOM INSTALLED w•+ SIMPSON SD9x1Y2" SCREWS PROVIDE MIN. Y2"0 ANCHOR BOLT (7" MIN. EMBED) w12" x 2"x YG" PLATE WASHER WITHIN 6" OF POST EACH SIDE (ALTERNATIVE POST -INSTALLED OPTION TO BE Y2'0 x B" SIMPSON TITEN HD ANCHOR wl SAME WASHER AS REQ'D) FRAMING DETAIL �5J STRUCTURAL BRACKET AND COLUMN SUPPORTING LOW ROOF AT GARAGE - 2 THUS @APPROXIMATELY 20'-4" SPACING FRAMING DETAIL \,15 STACKED RIGID SHEAR PANELS NOTE INFO APPLIES SYMMETRICALLY ACROSS DETAIL UNLESS NOTED/SHOWN OTHERWISE PROVIDE 2x6 BLOCKING @ TRUSS ATTACHMENT LOCATIONS FASTEN TOP OF EACH TRUSS TO LEDGER wi SIMPSON H3 CLIP & SIMPSON A34 FRAMING ANGLE INSTALLED w.' SD9 SCREWS INSTEAD OF NAILS 2x4 STRONG BACK @ EACH FLAT VER-ICAL MEMBER PROVIDE LATERAL BRACING KICKERS AS SHOWN IN 3154 OR :N 4.1S4 AT 48" O.C. AS APPLICABLE FASTEN EACH 2x4 STRONGBACK TO PLATES w' SIMPSON A35 FRAMING ANGLE @ BOTTOM FASTEN EACH STUD TO—/ PLATES wi SIMPSON A35 FRAMING ANGLE 2x6 STUDS @ 16" O.C. I :ONTINUOUS LVL HEADER TEE PLAN 'ASTEN KING STUD TO 1EADER w.1 (2) ROWS 16d TINKER NAILS @ 3" O-C- 'ASTEN TOP PLATE TO LEADER w' (2) ROWS 16d TINKER NAILS @ 3" O.0 2)2x6 INTERMEDIATE iTUDS 1) 2x6 BEARING STUD & 1) 2x6 FULL HEIGHT STUD _ACH END OF HEADER 2) 2x6 BEARING STUDS MIN. ;IMPSON MSTC52 STRAPS :ENTERED ON FLOOR SYSTEM IT LOCATIONS SHOWN PROVIDE 2x BLOCKING IN 'LOOR SPACE AS REQ'D) ;IMPSON HUC0410-SDS FACE AOUNT HANGER OR EQUIVALENT 'EE PLAN FOR HEADER. SEAR INGIKINGSTUDS IN RETURN VALL CONTINUOUS LVL HEADER SEE PLAN FASTEN TOP PLATE TO HEADER w: (2) ROWS 16d SINKER NAILS @ 3" O -C - !2;2x6 INTERMEDIATE STUDS 'ROVIDE Y4' x 4" CONCRETE 'CREWS @ 16" O.C. THRU SILL PLATE NTO FOUNDATION AT THIS WALL 'ORTION IN ADDITION TO ANCHOR SOLTS (NOT SHOWN) —2x6 LEDGER FASTENED w:' (2) 6" LONG SIMPSON SDWS TIMBER SCREWS @ 16" O.C. (MUST FASTEN DIRECTLY THROUGH FLAT TRUSS VERTICAL AND INTO STRONGBACK) 3'-4" AAA?(. 5 FRAMING DETAIL 55 LOW ROOF TRUSS CONNECTIONS 7.5112 ROOF TRUSSES BY SUPPLIER @ 24" D.C. MAX. (PROVIDE NOTCHES TO BEAR TRUSS ON BOTTOM LEDGER & FIT INSIDE TOP LEDGER) 2x6 LEDGER FASTENED w.' (2) 6' LONG SIMPSON SDWS TIMBER SCREWS @ 16" OC - (MUST FASTEN DIRECTLY THROUGH FLAT TRUSS VERTICAL AND INTO STRONGBACK) FASTEN BOTTOM OF EACH TRUSS TO LEDGER w.•' SIMPSON H3 CLIP D.F.P. Planning & Design 9100 Baltimore St NE, Suite 106 Blaine. MN 55449 Revision Date Description I hereby certify that this plan. specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Signed: Print Name: Nick Hanson Date: 11.15-22 License Number: 46665 3407 Kilmer Lane North Suite 4 PIymoulh. MN 55441 Tel 612-748-3572 www.hansongroupmn.com Wunderlich Residence 2726 Caroline Ave Orono, MN Project Number: 2.563 Date: November 15. 2022 Sheets: 3 of 3 S5 rn 7 ITC It U LC) Z Lr) LO (D O cr) 0? Z w D O a- 66 LL I� w n Z_ ra ZQ OO � J LL 0m z Z .. .. 6 J LL w2:� W 05 06 w 2 z O v � z O � (D O w Nm Z11� pO O a - co gZLL r` � p� ZQ� �Qm3� J O '36c 0 rn Lda- 1 i1 W ^W 1�1 � w � 4 0 17) W ww z Z az 0 '--' L) l P v UD 1--� CO p 0 W� DATE: 11-3-22 REVISIONS: 11-10-22 11-16-22 3-31-23 4-6-23 4-10-23 6-14-23 DRAWN BY: JJ COMM. NO. 222249 SHEET NO. 54 LOCATE PANEL JOINT WITHIN 2'•4" FROM CENTER OF HEADER HEIGHT AS REO'D (2x SOLID BLOCKING REQUIRED AT SHEATHING JOINT) TYPICAL 2x6 STUDS @ 16" O.C. --SIMPSON STHD14 EMBEDDED HOLDOWN ANCHOR AT LOCATIONS SHOWN (REFER TO 6.1S4 FOR ALTERNATIVE OPTION) SIMPSON A35 CLIP EACH SIDE OF PSL COLUMN TO TOP PLATES ABOVE INSTALLED w. SIMPSDN SD9x1Y2" SCREWS MONO TRUSSES BY SUPPLIER -NOT SHOWN FOR CLARITY (PROVIDE POCKET FOR FLUSH BEAM; LARGER HATCHED AREA INDICATES %:" OR THICKER PLYWOOD OR DSI SHEATHING APPLIED TO EXTERIOR SIDI w' STANDARD 6"'12" NAILING PATTERI FASTEN FRAMING ABOVE A! SHOWN FOR BRACED WALL PANEL; SIMPSON LSTA24 STRAP ON INSIDE FACI OF WALL (PROVIDE SPACER TO FLUSI DU" HEADER TO WALL STUD THICKNESS NAIL SHEATHING TO HEADER w•; 8 NAILS @ 3" O.G- EA. WAY TYF LOCATE PANEL JOINT WITHIN 2'-0 FROM CENTER OF HEADER HEIGH- AS REQ'D (2x SOLID BLOCKIN( REQUIRED AT SHEATHING JOINT SMALL HATCH AREA INDICATES ''/,e" OI THICKER PLYWOOD OR OSB SHEATHIN( APPLIED TO EXTERIOR SIDE OF STUD; (NAIL SHEATHING AROUND PERIMETER w (2) ROWS 8d NAILS @ 3" D.C. STAGGERE[ & TO PLATES : BLOCKING @ 3" O.C. FASTEN BOTTOM PLATE TO BLOCKING IN FLOOR w: 0.276"O x 4' SDWS SIMPSON SDWS SCREWS INSTALLED IN A STAGGERED PATTERN AS SHOWN LARGER HATCHED AREA INDICATES %f, OR THICKER PLYWOOD OR OSI SHEATHING APPLIED TO EXTERIOR SIDI w STANDARD 6'112" NAILING PATTERI FASTEN FRAMING ABOVE A; SHOWN FOR BRACED WALL PANEL; FASTEN KING STUD T( HEADER wl (2) ROWS 16 SINKER NAILS @ 3" O.0 NAIL SHEATHING TO HEADER wi 8 NAILS @ 3" O.C- EA. WAY TYF SIMPSON LSTA30 STRAP ON INSIDE FACI OF WALL (PROVIDE SPACER TO FLUSI DU" HEADER TO WALL STUD THICKNESS (1) 2x6 BEARING STUD 8 (1) 2x6 FULL HEIGHT STUC THIS END OF HEADER (2) 2x6 BEARING STUDS MIN LOCATE PANEL JOINT WITHIN 2'-0 FROM CENTER OF HEADER HEIGH- AS REO'D (2x SOLID BLOCKIN( REQUIRED AT SHEATHING JOINT SMALL HATCH AREA INDICATES Xr,' OI THICKER PLYWOOD OR OSB SHEATHIN( APPLIED TO EXTERIOR SIDE OF STUD; (NAIL SHEATHING AROUND PERIMETER ov (2) ROWS 8d NAILS @ 3" O.C. STAGGERE[ & TO PLATES' BLOCKING @ 3" O -C. SIMPSON STHD14 EMBEDDEI HOLDOWN ANCHOR A' LOCATIONS SHOWN (REFER T( 6:'54 FOR ALTERNATIVE OPTION) FASTEN BRACE TDP MEMBER TO PSL 2'-6"± POST wi (2) SIMPSON DTT 1Z SIDE BY SIDE EACH w.' (1) 0.276"0 x 4" SDWH SCREW INTO PSL AND SIMPSON SD9x1Yz" SCREWS INTO BRACKET (3)111/" LVL FASTEN MEMBERS TOGETHER w.` (4) SIMPSON 0.276"0 x 8" SDWH SCREWS - STAGGER IN TWO ROWS DIAGONAL MEMBER IS TO CUT FROM SINGLE DEEPER TIMBER (DIMENSIONS SHOWN ON ARCHITECTURAL DRAWING 1A) I STRUCTURAL BRACES CONSTRUCTED OF ROUGH SAWN TIMBERS - ALL MEMBERS TO BE CEDAR #1 GRADE TOP MEMBER IS MIN. 5" WIDTH AND 6" THICKNESS {GLUE MEMBERS TOGETHER w, LOCTITE PL PREMIUM FAST GRAB) FASTEN MEMBERS TOGETHER w (6) SIMPSON 0.276"0 x 8" SDWH SCREWS - STAGGER IN TWO ROWS PROVIDE LATERAL BRACING KICKER AT BRACKET LOCATIONS PER 3;S4 OR 4rS4 AS APPLICABLE "SIMPSON A35 CLIP EACH SIDE OF GABLE BRACING @ LOCATIONS SHOWN ON PLAN -ELEVATION FASTEN PSL POST TO HORIZONTAL —BRACE TOP MEMBER w•` (4) SIMPSON 0.276"0 x 10" SDWH SCREWS -STAGGER IN TWO ROWS /—FASTEN PSL POST TO BRACE VERTICAL MEMBER w' (10)SIMPSON 0.276"0 x 10" SDWH SCREWS COUNTERSUNK- STAGGER IN TWO ROWS FULL HEIGHT 5& x 5}d" PSL POST IN WALL FASTENED TO PLATES w SIMPSON A35 FRAMING ANGLE EACH SIDE OF POST AT TOP & BOTTOM INSTALLED w•+ SIMPSON SD9x1Y2" SCREWS PROVIDE MIN. Y2"0 ANCHOR BOLT (7" MIN. EMBED) w12" x 2"x YG" PLATE WASHER WITHIN 6" OF POST EACH SIDE (ALTERNATIVE POST -INSTALLED OPTION TO BE Y2'0 x B" SIMPSON TITEN HD ANCHOR wl SAME WASHER AS REQ'D) FRAMING DETAIL �5J STRUCTURAL BRACKET AND COLUMN SUPPORTING LOW ROOF AT GARAGE - 2 THUS @APPROXIMATELY 20'-4" SPACING FRAMING DETAIL \,15 STACKED RIGID SHEAR PANELS NOTE INFO APPLIES SYMMETRICALLY ACROSS DETAIL UNLESS NOTED/SHOWN OTHERWISE PROVIDE 2x6 BLOCKING @ TRUSS ATTACHMENT LOCATIONS FASTEN TOP OF EACH TRUSS TO LEDGER wi SIMPSON H3 CLIP & SIMPSON A34 FRAMING ANGLE INSTALLED w.' SD9 SCREWS INSTEAD OF NAILS 2x4 STRONG BACK @ EACH FLAT VER-ICAL MEMBER PROVIDE LATERAL BRACING KICKERS AS SHOWN IN 3154 OR :N 4.1S4 AT 48" O.C. AS APPLICABLE FASTEN EACH 2x4 STRONGBACK TO PLATES w' SIMPSON A35 FRAMING ANGLE @ BOTTOM FASTEN EACH STUD TO—/ PLATES wi SIMPSON A35 FRAMING ANGLE 2x6 STUDS @ 16" O.C. I :ONTINUOUS LVL HEADER TEE PLAN 'ASTEN KING STUD TO 1EADER w.1 (2) ROWS 16d TINKER NAILS @ 3" O-C- 'ASTEN TOP PLATE TO LEADER w' (2) ROWS 16d TINKER NAILS @ 3" O.0 2)2x6 INTERMEDIATE iTUDS 1) 2x6 BEARING STUD & 1) 2x6 FULL HEIGHT STUD _ACH END OF HEADER 2) 2x6 BEARING STUDS MIN. ;IMPSON MSTC52 STRAPS :ENTERED ON FLOOR SYSTEM IT LOCATIONS SHOWN PROVIDE 2x BLOCKING IN 'LOOR SPACE AS REQ'D) ;IMPSON HUC0410-SDS FACE AOUNT HANGER OR EQUIVALENT 'EE PLAN FOR HEADER. SEAR INGIKINGSTUDS IN RETURN VALL CONTINUOUS LVL HEADER SEE PLAN FASTEN TOP PLATE TO HEADER w: (2) ROWS 16d SINKER NAILS @ 3" O -C - !2;2x6 INTERMEDIATE STUDS 'ROVIDE Y4' x 4" CONCRETE 'CREWS @ 16" O.C. THRU SILL PLATE NTO FOUNDATION AT THIS WALL 'ORTION IN ADDITION TO ANCHOR SOLTS (NOT SHOWN) —2x6 LEDGER FASTENED w:' (2) 6" LONG SIMPSON SDWS TIMBER SCREWS @ 16" O.C. (MUST FASTEN DIRECTLY THROUGH FLAT TRUSS VERTICAL AND INTO STRONGBACK) 3'-4" AAA?(. 5 FRAMING DETAIL 55 LOW ROOF TRUSS CONNECTIONS 7.5112 ROOF TRUSSES BY SUPPLIER @ 24" D.C. MAX. (PROVIDE NOTCHES TO BEAR TRUSS ON BOTTOM LEDGER & FIT INSIDE TOP LEDGER) 2x6 LEDGER FASTENED w.' (2) 6' LONG SIMPSON SDWS TIMBER SCREWS @ 16" OC - (MUST FASTEN DIRECTLY THROUGH FLAT TRUSS VERTICAL AND INTO STRONGBACK) FASTEN BOTTOM OF EACH TRUSS TO LEDGER w.•' SIMPSON H3 CLIP D.F.P. Planning & Design 9100 Baltimore St NE, Suite 106 Blaine. MN 55449 Revision Date Description I hereby certify that this plan. specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Signed: Print Name: Nick Hanson Date: 11.15-22 License Number: 46665 3407 Kilmer Lane North Suite 4 PIymoulh. MN 55441 Tel 612-748-3572 www.hansongroupmn.com Wunderlich Residence 2726 Caroline Ave Orono, MN Project Number: 2.563 Date: November 15. 2022 Sheets: 3 of 3 S5 rn 7 ITC It U LC) Z Lr) LO (D O cr) 0? Z w D O a- 66 LL I� w n Z_ ra ZQ OO � J LL 0m z Z .. .. 6 J LL w2:� W 05 06 w 2 z O v � z O � (D O w Nm Z11� pO O a - co gZLL r` � p� ZQ� �Qm3� J O '36c 0 rn Lda- 1 i1 W ^W 1�1 � w � 4 0 17) W ww z Z az 0 '--' L) l P v UD 1--� CO p 0 W� DATE: 11-3-22 REVISIONS: 11-10-22 11-16-22 3-31-23 4-6-23 4-10-23 6-14-23 DRAWN BY: JJ COMM. NO. 222249 SHEET NO. 54 I I I I I I I I I I I I I I I I I I L -----J I I I I I I I I I I I I I I L -----J I I I I I I I I BATH13 \ I \ I r I L r I L / I Ii r____� % i i i1 i i ii \ FAN BEDROOM 13 I I I I I I I I W.I.G. I I I I W. I I I I I L IIII IIII I I I Illi I i ----- - IIII I I I I r � iiia I l i I r--------1 hili I PATIO LOUNGE i t I GAN IIII i FAN i � I IIII L ------J I Bill I I L ----------J ------------------------------------ _ --_—_—_--_------_--_—_—_---_—_---_—_— - --- -- -- — p _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ TLL - - - - - - - - - - - III III I I E ILL IAR195 III III I I � I I III III I I I � IIS III I I I II , III i MEDIA I II II I I III li I Ii I I I II III I I III �I III III I I I I II II I I I I I I I I I I L J I I L — — — — — — — — — — J HALL O SA BEPROOM 4 ------------ GLG AN L------ -- I I I I L. ------------------------------------ 1=z= _ i I I I I I I I WET BAR I I I I I I I II II II I I I I II I L J \ > v I I I I I LAUN12 r --- ❑F LED SMART -FLOOD 6EILIN6 FLUSH MOUNT LED L 16HT R RECE55ED L I6HT +MR MINI RECE55ED L I6HT +ME MINI EYEBALL LI6HT LED WALL 5 SCONCE LIGHT +PG PULL CHAIN +LB L 16HT BAR +P PENDANT L 16HT +HEVHEAVY WIRE +5L STAIR L 16HT +K KEYLE55 L 16HT OP UNDER CABINET LED PUCK L I6HT �RL LED ROPE LIGHT D LED BAR L 16HT D AUTO L 16HT UNDER CABINET FLUORE56ENT �\ FAN CAN FAN: PANASONIC SEE NOTES(NO (NO LIGHT) CE ILIN6 FAN $ SWITCH $3 2 WAY SWITCH $4 3 WAY 5WIT6H VA MOTION ACTIVATED SWITCH OM5 MOTION 5EN50R SA SMOKE ALARM �a SMOKE ALARM - CAR60N MONOXIDE ALARM OUTLET OUTLET w/U5B CHARGING _QwP OUTLET (WEATHER PROOF) 6F1 OUTLET (6ROUND FAULT) DRYER OUTLET �R RANGE OUTLET ®oa 1215HWASHER OUTLET WALL/ CEILING 5PEAKER CAM. G.M. = CEIL. MOUNT CAM. S.M. = SOFFIT MOUNT CAM. W.M. = WALL MOUNT Q PHONE Q6 DATA JACK/GAT 6 ETHERNET QHDMI HDMI -< COAX JACK * ALL ELECTRICAL, LOW VOLT, THERMOSTATS ETC. MUST BE ON A CENTERLINE PLANE * 75% OF ALL L IGHT IN6 EQUIPMENT TO BE H16H EFFICIENT (R404) OUTLETS PER CODE * MULTI 5WIT6H ORDER 15 FOR PLAN CLARITY * ORDER OF SWITCHES TO BE VERIFIED IN FIELD * ALL BATH FANS TO HAVE MOTION ACTIVATED & HUM1015TAT SWITCH * EXTERIOR 5TAIR5: PROVIDE ARTIFICIAL LIGHTING @ TOP LANOIN65 * EXTERIOR STAIRS TO BASEMENT: PROVIDE ARTIFICIAL LIGHTING @ BOTTOM LANDIN65 6A5EMENT LIGHTIN6 PLAN 5TORAGE EXERG 15E ❑O 6AT1+4 � m UNEX MEGH rn 0 �O � U If) Z Ln ILD (DO N00 Z W a-oo L (` LLT 0 Z [d M O CZ LL r - V J L .. M z x .. 6 J LL O Q www Lu r-------� �tw 0 wzo o� Caw co Z� o0 Z Za 3:w m LL: j0� �aciL� ( oa(a._ .90 UNEX Q UNEX i -Z W ) ^W M�1 Q'i o W ww zz az x� L) �o C) o Wcq DATE: 11-3-22 REVISIONS: 11-10-22 11-16-22 3-31-23 4-6-23 4-10-23 6-14-23 DRAWN BY: JJ COMM. NO. 222249 SHEET NO. E I r -I I I r -I I I I I I I i I I I I I IF I ` r ; DINING 4 5EA50N ---------;_ 1-- I - - - - - -I I I I I PORCH I I IIS -1----- ----1J _I I I LT T-,----- ----- r------- III L I I I I I I I III i t I I I I I I I I I I I I III I I I I I I I I I I I I I I I I I I I I I I I I I 4 4- / I I r------------------------------ ------------------ - --------------t- I I OWNERS L J -- BEDROOM -----J _ _ _ _ _ _ - I / II------------J L------------- ------------------------------------- -------------1 � I I I II II I I I I I I I I I I / III IIII I I I I I I I I I I II i IIII I I I I I I I I I I / III =III I I I I I I I I I I III IIII------------ -- ---2- F7, ii I liil I III I IIII IIII - ----------------1------- �iiL-------r --IIII - IIII - II I Ii i GREAT ROOM iI IIII I II ILF , III � IIII - - - ---------------------- ---------All ----------------T-----------liir-------i II Illl iil I liil �//x III ii ----------- vo II --------- - W 71 b0 III ill ill (pO II ill W. 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G.M. = GE IL. MOUNT I I I I III I SEE NOTES(NO LIGHT) E:<— GAM. 5.M. = SOFFIT MOUNT III IIII j j IIII bPG PULL CHAIN GAM. W.M. = WALL MOUNT Q PHONE III IIII LIGHT BAR IIII LB 6EILIN6 FAN a6 DATA JACK/GAT 6 ETHERNET III IIII j j +P PENDANT LIGHT QHDMI HDM III IIII $ SWITCH -< COAX JACK III IIII bHEVHEAVY WIRE $3 * 2 WAY SWITCH ALL ELECTRICAL, LOW VOLT, THERM05TAT5 III IIII j j III BTG. MUST BE ON A GENTERL INE PLANE I IIII I I b5L 5TAIR LI6HT $4 3 WAY 5WIT6H * 75% OF ALL LI6HTIN6 EQUIPMENT III IIII a TO BE HIGH EFFICIENT (R404) III I I $M KEYLESS L I6HT MOTION ACTIVATED IIII OUTLETS PER GODS III I K 5WITGH * MULTI 5WIT6H ORDER 15 FOR PLAN CLARITY III hill 0 MOTION 5EN50R ORDER OF SWITCHES TO BE VERIFIED IN FIELD III I III I I O UNDER CABINET LED Ms * IIII P ALL BATH FANS TO HAVE MOTION ACTIVATED 1 PUCK LI6HT * & HUMIDI5TAT 5WITGH III IIII I I �RL LED ROPE LIGHT SA SMOKE ALARM EXTERIOR 5TAIR5: PROVIDE ARTIFICIAL III IIII LIGHTING @ TOP LANDINGS �a SMOKE ALARM - CARBON * EXTERIOR 5TAIR5 TO BA5EMENT: PROVIDE 1111 IIII j j MONOXIDE ALARM ARTIFICIAL LI6HTIN6 @ BOTTOM LANDINGS III IIII — LJ 1111 IIII F IR5T FLOOR LIGHTING PLAN L��== illill 56ALE: I/4° = I'-0° I I I I I I I I LAUN11 \_J I I 10 II ii ii ii J II II 1 L — — 51DE iii 1 ENTRY li III I I I MUD ROOM __ i1j1 I I -- iiii I I I iiii I I i iiii I I I iiii I I II 11 ll i i GARAGE 1 iiii I I i iiii I I I I iiii I I i iiii I I I IIII I I I IIII I I I 1 iiii I I I iiii I I i iiii I I i iiii I I IIII_ LJ� IIII -- IIII IIII r_ l II I II I II j I I I I I II II I 11 I I I I I i I I I II I II II I I 1 I I I LJ 6ARA6E LIGHTING PLAN m 2 ,to It U n z n 0 (DO N00 Z w a -co LL N w 0 z_ [d Z Q o `° C•R� _j LL V m z .. 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'�.� � r � � 1\Li� r �r.[r1� �il it i� Ar � 1 �r7i. �L I��r L��Y L Y.. ��. � L •� � � , � i ���� �i+. _� � ! � City of Orono e --oho Hardcover Calculation Worksheet A Property Address: 2726 Caroline Avenue, Orono, Minnesota 55391 k SHO �` Prepared By: Sathre-Bergquist Date: SB Job Number: 98633-001 Stormwater Quality Overlay District Tier: (Circle One) Tier 1 Step 1: EXISTING HARDCOVER Prepared by: Tier 2 Tier 3 12/7/2021 DZB Tier 4 Tier 5 In the following table, identify all items of existing hardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this form). Use as many lines as necessary to accurately depict existing hardcover status of the property. For Tier 1 properties, Identify any features by letter which are split at the 75' setback line and calculate hardcover square footage separately for each portion. Key to Survey Hardcover Item (Describe) Length x Width Total (Square Feet) (Example) (Garage) (24'x 30') (720 S.F.) A House 3,417 S.F. B Stoop 80 S.F. C Paver Driveway 2831 S.F. D Paver Sidewalk 141 S.F. E Paver Patio 297 S.F. F Concrete Patio 400 S.F. G Concrete Steps 62 S.F. H Paver Step 4 S.F. I Retaining Walls 335 S.F. J Concete Apron 89 S.F. K S.F. L S.F. M S.F. N S.F. 0 S.F. P S.F. Q S.F. R S.F. S S.F. T S.F. U S.F. V S.F. W S.F. X S.F. Y S.F. Z S.F. (1) Total Existing Hardcover 7,656.00 S.F. Excludable Hardcover (See City Code Sec 78-1684): F Retaining Wall 335 S.F. G Deck (first 100 ft) 100 S.F. S.F. S.F. S.F. (2) Total Excludable Hardcover 435 S.F. (3) Net Existing Hardcover [Subtract line (2) from line (1)] 7,221.00 S.F. (4) Total Lot Area 36,510 S.F. Existing Hardcover Percentage [(3)+(4)] 19.78% (Proposed Hardcover next page) This is an information packet regarding Hardcover. Every effort has been made to insure the accuracy of the information contrained herein; however, if any information is not consistent with City Code, the Code provisions will prevail. City of Orono Hardcover Calculation Worksheet Property Address: 2726 Caroline Avenue, Orono, Minnesota 55391 Prepared By: Sathre-Bergquist Date: 5/30/2023 SB Job Number: 9745-136 Prepared by: EJ Stormwater Quality Overlay District Tier: (Circle One) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 1: PROPOSED HARDCOVER In the following table, identify all items of existing hardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this form). Use as many lines as necessary to accurately depict existing hardcover status of the property. For Tier 1 properties, Identify any features by letter which are split at the 75' setback line and calculate hardcover square footage separately for each portion. Key to Survey Hardcover Item (Describe) Length x Width Total (Square Feet) (Example) (Garage) (24'x 30') (720 S.F.) A Proposed House 4,776 S. F. B Stoops 298 S. F. C Paver Driveway 2747 S. F. D Patio 299 S. F. E Proposed Deck 337 S. F. F Ex. Retaining Walls 275 S.F. G Concrete Steps 14 S. F. H Paver Step 4 S. F. I Proposed Ret Wall 58 S. F. J Concete Sidewalk 79 S. F. K Ex Drive to be removed -41 S. F. L Proposed Drive addition 606 S. F. M S. F. N S. F. O S. F. P S. F. Q S. F. R S. F. S S. F. T S. F. U S. F. V S. F. W S. F. X S. F. y S. F. Z S. F. (1) Total Proposed Hardcover 9,452.00 S. F. Excludable Hardcover (See City Code Sec 78-1684): F & I Retaining Wall 333 S. F. E Deck (first 100 ft) 100 S. F. S. F. S. F. S. F. (2) Total Excludable Hardcover 433 S. F. (3) Net Proposed Hardcover [Subtract line (2) from line (1)] 9,019.00 S. F. (4) Total Lot Area 36,510 S. F. Proposed Hardcover Percentage [(3)+(4)] 24.70% % (Proposed Hardcover next page) This is an information packet regarding Hardcover. Every effort has been made to insure the accuracy of the information contrained herein; however, if any information is not consistent with City Code, the Code provisions will prevail. Existing Certs 1531005 LAND TYPE Torrens (T) DOC NUM 5938113 Certified, filed and/or recorded on Apr 19, 2022 9:30 AM Office of the Registrar of Titles Hennepin County, Minnesota Amber Bougie, Registrar of Titles Marie Chapin, County Auditor and Treasurer Deputy 138 Pkg ID 2430455E Document Recording Fee $46.00 Document Total $46.00 This cover sheet is now a permanent part of the recorded document. CITY OF ORONO RE.SOLLITION Ol' 'I'l 11: CITY COUNCIL NCS. 7259 A RESOLUTION APPROVING A VARIANCE FROM MUNICIPAL ZONING CODE SECTION 78-1279 FILE NO. LA22-000013 WHEREAS, on February 23, 2022, Dale and Cynthia Wunderlich (hereinafter the "Applicants"), applied for a variance from the City Code for the property addressed 2726 Caroline Avenue and legally described as: Lot 1, Block 1, Carmans Bay Addition, Hennepin County, Minnesota (hereinafter the "Property"); WHEREAS, the Applicants have made application to the City of Orono for a variance to Orono Municipal Zoning Code Section 78-1279 to allow construction of home additions lakeward of the average lakeshore setback; and WHEREAS, on March 21, 2022, after published and mailed notice in accordance with Minnesota Statutes and the City Code, the Planning Commission held a public hearing, at which time all persons desiring to be heard concerning this application were given the opportunity to speak thereon; and WHEREAS, on March 21, 2022, the Planning Commission recommended approval of the variance as requested; and WHEREAS, on April 11, 2022 the City Council reviewed the application and the recommendations of the Planning Commission and City staff; and NOW, THEREFORE, BE IT RESOLVED that the City Council of Orono, Minnesota hereby approves the requested variance as described above based on one or more of the following findings of fact concerning the Property: FINDINGS OF FACT: 1. This application was reviewed as Zoning File #LA22-000013. The analysis contained within staff memos and the exhibits attached to the aforesaid memos, all minutes from the above mentioned meetings, and any and all other materials distributed at these meetings are hereby incorporated by reference. 2. The Property is located in the LR -1 C 0ne Family Lakeshore Residential Zoning District. CITY OF ORONO RI:saI,UTION OF TIDE CITY COUNCIL, NCI. 7259 3. The Property contains 0.8 acres in area and has a defined lot width of 122 feet. 4. The Property is within Tier 1 and hardcover is limited to 25% according to the Stormwater Quality Overlay District. 5. Applicant has applied for the following variance: a. Average Lakeshore Setback Variance 6. In considering this application for variance, the Council has considered the advice and recommendation of the Planning Commission and the effect of the proposed variance upon the health, safety and welfare of the community, existing and anticipated traffic conditions, light and air, danger of fire, risk to the public safety, and the effect on values of property in the surrounding area. "Variances shall only be permitted when they are in harmony with the general purposes and intent of the ordinance ...." The proposed variance is in harmony with the purpose of the Ordinance. The Property includes difficulties in its shape, the orientation of the shoreline, location of adjacent homes, and the existing home's proximity to the lake. The average lakeshore setback variance will not further impact views of the lake for adjacent properties, 2. "Variances shall only be permitted . , . when the variances are consistent with the comprehensive plan." The proposed variances to construct additions to the home on this Property are consistent with the comprehensive plan. 3. "Variances may be granted when the applicant for the variance establishes that there are practical difficulties in complying with the zoning ordinance. `Practical difficulties,' as used in connection with the granting of a variance, means that., a. The property owner in question proposes to use the property in a reasonable manner, however, the proposed use is not permitted by the official controls, The request to permit construction of the home additions in the proposed location partially within the average lakeshore setback appears to be reasonable considering the orientation of the neighboring homes with respect to the lakeshore, the existing vegetative screening, and adjacent properties creates difficulties. The request is reasonable. CITY OF ORONO RESOLUTION OFTHE IF. CITY COUNCIL No. 7259 b. The plight of the landowner is due to circumstances Unique to his property not created by the landowner. The unique shape of the Property and shoreline, the existing home's location with respect to the lake and the neighboring home locations prevent lakeside expansions of the residential footprint consistent with the neighborhood. The proposed overall hardcover level is conforming. The circumstances are unique to the Property; and c. The variance, if granted, will not alter the essential character of the locality. " The variance is requested in order to permit construction of additions to the home designed to fit the character of the neighborhood according to the submitted information. 4, "Economic considerations alone do not constitute practical difficulties." Economic considerations have not been a factor in the variance approval determination. 5. "Practical difficulties also include but are not limited to inadequate access to direct sunlight for solar energy systems. Variances shall be granted for earth -sheltered construction as defined in Minn. Stat. § 216C.06, subd. 2, when in harmony with Orono City Code Chapter 7$." This condition is not applicable. 6. "The board or the council may not permit as a variance any use that is not permitted under Orono City Code Chapter 78 for property in the zone where the affected person's land is located." This condition is not applicable, as a single family home is an allowed use in the LR -1C District. 7. "The board or council may permit as a variance the temporary use of a one -family dwelling as a two-family dwelling." This condition is not applicable. 8. "The special conditions applying to the structure or land in question are peculiar to such property or immediately adjoining property." The Property's unique shape and orientation with respect to the iakeshore, and the setback from the lake of the adjacent homes create difficulties for the owners in improving the property consistent with the homes in their neighborhood. 9. "The conditions do not apply generally to other land or structures in the district in which the land is located." The Property's unique shape, shoreline orientation, and the relationship between the existing home and the setback of the adjacent properties create difficulties for the owners. CITY OF ORONO RESOLUTION OFTHE CITY COUNCIL No. 7259 10. "The granting of the application is necessary for the preservation and enjoyment of a substantial property right of the applicant." Granting the average lakeshore setback variance is necessary for the preservation of the property right of the owners. 11. `The granting of the proposed variance will not in any way impair health, safety, comfort or morals, or in any other respect be contrary to the intent of this chapter." Granting the requested variance in this unique situation is not contrary to the intent of the zoning chapter. 12. "The granting of such variance will not merely serve as a convenience to the applicant, but is necessary to alleviate demonstrable difficulty." The requested variance is necessary, and does not merely serve as a convenience to the Applicants. CONCLUSIONS, ORDER AND CONDITIONS: Based upon one or more of the above findings, the Orono City Council hereby grants a variance to Orono Municipal Zoning Code Section 78-1279 to allow construction of new home additions 21.5 feet lakeward of the average Lakeshore setback, subject to the following conditions: 1. Council approval is based on the entire record, above f=indings. 2. The approved project shall conform to the survey by Sathre Bergquist dated 12/08/2321 and revised 32/1812022 and building plans dated 02/22/2022 submitted by the Applicants and annotated by City staff, attached to this Resolution as Exhibits A & B. 3. Any amendments to the plans which are not in conformity with City codes may require further Planning Commission and City Council review. 4. Authorities granted by this resolution run with the Property not with the Applicants, but are permissive only and must be exercised by obtaining a building permit for the new construction and commencing construction of said project. A building permit must be obtained within one year of the date of Council approval, or the variance will expire on that date (April 11, 2023). 5. Violation of or non-compliance with any of the terms and conditions of this resolution may result in the termination of any authority granted herein. ADOPTED by the Orono City Council on this 11th day of April, 2322. ATTEST: Anna Carlson, City Clerk CITY OF ORONO RESOLUTION OFF] IF (ITY C'OUNCA1, No. 72'59 IM `WKS] we] :ZiL 103 ■ �a= �m t 1 - ••' � ' � a � �y-W-"b����~nom... � � •wap Ot tv ift �n 20 no a a0 ��N�lag2p®�IIaaaegepepg pee�ro►o.x�$x3M.■■oss� R gillt ^n �e K of 214: OMS t Owes o eexw.AJ�n e00o100mn 06 .j l WT MIN C rn C "+1 Z A P 4I I illll J I} 1p tl mn,Po I s a Pa ex d 3� ��9�A 1 Alp rp � zg N 3 ,lli U #3 WUNDERLICH RESIDENCE _ B § r i�Ie3`.Ioyt 2726 CARQLI N E AVE. OROND. MN — WE IjI j �'','",��'�'� . � � Illllllllllllllllllllllllf i S!r t _ 1 - 1.- a 1 rr�. 111 � f � / r =:F L I WUNDERLICH RESIDENCE _ . Ii 272 6 CAROLINEAVE. 11:3 QI,: ORONO, MN t71 7 March 2023 Matthew Juvrud Wooddale Builders Inc 6117 Blue Circle Dr, Suite 101 Minnetonka, MN 55343 CITY OF ORONO Street Address: Mailing Address: Telephone (952) 249-4600 2750 Kelley Parkway P.O. Box 66 Fax (952) 249-4616 Orono, MN 55356 Crystal Bay, MN 55323 www.6.orono.mn.us RE: Application #LA23-000007 Original Variance File #LA22-000013; Resolution No. 7259 By Resolution No. 7259 the Orono City Council granted approvals for an average lakeshore setback variance for the property addressed 2726 Caroline Avenue (File #LA22-000013). We have received your request dated March 6, 2023 for an extension of the approval which was to expire on April 11, 2023. Pursuant to City Code Section 78-129 staff may grant a 12 -month extension of the approval granted by Resolution No. 7259. Because nothing has changed since the time of the original request approval, your extension approval has been granted. Your variance will now expire on April 11, 2024. The terms and approvals granted in Resolution No. 7259 still apply. Any subsequent request for an additional 12 -month extension beyond April 11, 2024 must be received at least 60 days prior to the new expiration date. Please note, this additional 12 -month extension will be at the discretion of the City Council. Please contact me at 952.249.4627 or at mcurtis@ci.orono.mn.us if you have any questions. Sincerely, CITY OF ORONO Attachment: Resolution 7259 Existing Certs 1531005 LAND TYPE Torrens (T) DOC NUM 5938113 Certified, filed and/or recorded on Apr 19, 2022 9:30 AM Office of the Registrar of Titles Hennepin County, Minnesota Amber Bougie, Registrar of Titles Marie Chapin, County Auditor and Treasurer Deputy 138 Pkg ID 2430455E Document Recording Fee $46.00 Document Total $46.00 This cover sheet is now a permanent part of the recorded document. CITY OF ORONO RE.SOLLITION Ol' 'I'l 11: CITY COUNCIL NCS. 7259 A RESOLUTION APPROVING A VARIANCE FROM MUNICIPAL ZONING CODE SECTION 78-1279 FILE NO. LA22-000013 WHEREAS, on February 23, 2022, Dale and Cynthia Wunderlich (hereinafter the "Applicants"), applied for a variance from the City Code for the property addressed 2726 Caroline Avenue and legally described as: Lot 1, Block 1, Carmans Bay Addition, Hennepin County, Minnesota (hereinafter the "Property"); WHEREAS, the Applicants have made application to the City of Orono for a variance to Orono Municipal Zoning Code Section 78-1279 to allow construction of home additions lakeward of the average lakeshore setback; and WHEREAS, on March 21, 2022, after published and mailed notice in accordance with Minnesota Statutes and the City Code, the Planning Commission held a public hearing, at which time all persons desiring to be heard concerning this application were given the opportunity to speak thereon; and WHEREAS, on March 21, 2022, the Planning Commission recommended approval of the variance as requested; and WHEREAS, on April 11, 2022 the City Council reviewed the application and the recommendations of the Planning Commission and City staff; and NOW, THEREFORE, BE IT RESOLVED that the City Council of Orono, Minnesota hereby approves the requested variance as described above based on one or more of the following findings of fact concerning the Property: FINDINGS OF FACT: 1. This application was reviewed as Zoning File #LA22-000013. The analysis contained within staff memos and the exhibits attached to the aforesaid memos, all minutes from the above mentioned meetings, and any and all other materials distributed at these meetings are hereby incorporated by reference. 2. The Property is located in the LR -1 C 0ne Family Lakeshore Residential Zoning District. CITY OF ORONO RI:saI,UTION OF TIDE CITY COUNCIL, NCI. 7259 3. The Property contains 0.8 acres in area and has a defined lot width of 122 feet. 4. The Property is within Tier 1 and hardcover is limited to 25% according to the Stormwater Quality Overlay District. 5. Applicant has applied for the following variance: a. Average Lakeshore Setback Variance 6. In considering this application for variance, the Council has considered the advice and recommendation of the Planning Commission and the effect of the proposed variance upon the health, safety and welfare of the community, existing and anticipated traffic conditions, light and air, danger of fire, risk to the public safety, and the effect on values of property in the surrounding area. "Variances shall only be permitted when they are in harmony with the general purposes and intent of the ordinance ...." The proposed variance is in harmony with the purpose of the Ordinance. The Property includes difficulties in its shape, the orientation of the shoreline, location of adjacent homes, and the existing home's proximity to the lake. The average lakeshore setback variance will not further impact views of the lake for adjacent properties, 2. "Variances shall only be permitted . , . when the variances are consistent with the comprehensive plan." The proposed variances to construct additions to the home on this Property are consistent with the comprehensive plan. 3. "Variances may be granted when the applicant for the variance establishes that there are practical difficulties in complying with the zoning ordinance. `Practical difficulties,' as used in connection with the granting of a variance, means that., a. The property owner in question proposes to use the property in a reasonable manner, however, the proposed use is not permitted by the official controls, The request to permit construction of the home additions in the proposed location partially within the average lakeshore setback appears to be reasonable considering the orientation of the neighboring homes with respect to the lakeshore, the existing vegetative screening, and adjacent properties creates difficulties. The request is reasonable. CITY OF ORONO RESOLUTION OFTHE IF. CITY COUNCIL No. 7259 b. The plight of the landowner is due to circumstances Unique to his property not created by the landowner. The unique shape of the Property and shoreline, the existing home's location with respect to the lake and the neighboring home locations prevent lakeside expansions of the residential footprint consistent with the neighborhood. The proposed overall hardcover level is conforming. The circumstances are unique to the Property; and c. The variance, if granted, will not alter the essential character of the locality. " The variance is requested in order to permit construction of additions to the home designed to fit the character of the neighborhood according to the submitted information. 4, "Economic considerations alone do not constitute practical difficulties." Economic considerations have not been a factor in the variance approval determination. 5. "Practical difficulties also include but are not limited to inadequate access to direct sunlight for solar energy systems. Variances shall be granted for earth -sheltered construction as defined in Minn. Stat. § 216C.06, subd. 2, when in harmony with Orono City Code Chapter 7$." This condition is not applicable. 6. "The board or the council may not permit as a variance any use that is not permitted under Orono City Code Chapter 78 for property in the zone where the affected person's land is located." This condition is not applicable, as a single family home is an allowed use in the LR -1C District. 7. "The board or council may permit as a variance the temporary use of a one -family dwelling as a two-family dwelling." This condition is not applicable. 8. "The special conditions applying to the structure or land in question are peculiar to such property or immediately adjoining property." The Property's unique shape and orientation with respect to the iakeshore, and the setback from the lake of the adjacent homes create difficulties for the owners in improving the property consistent with the homes in their neighborhood. 9. "The conditions do not apply generally to other land or structures in the district in which the land is located." The Property's unique shape, shoreline orientation, and the relationship between the existing home and the setback of the adjacent properties create difficulties for the owners. CITY OF ORONO RESOLUTION OFTHE CITY COUNCIL No. 7259 10. "The granting of the application is necessary for the preservation and enjoyment of a substantial property right of the applicant." Granting the average lakeshore setback variance is necessary for the preservation of the property right of the owners. 11. `The granting of the proposed variance will not in any way impair health, safety, comfort or morals, or in any other respect be contrary to the intent of this chapter." Granting the requested variance in this unique situation is not contrary to the intent of the zoning chapter. 12. "The granting of such variance will not merely serve as a convenience to the applicant, but is necessary to alleviate demonstrable difficulty." The requested variance is necessary, and does not merely serve as a convenience to the Applicants. CONCLUSIONS, ORDER AND CONDITIONS: Based upon one or more of the above findings, the Orono City Council hereby grants a variance to Orono Municipal Zoning Code Section 78-1279 to allow construction of new home additions 21.5 feet lakeward of the average Lakeshore setback, subject to the following conditions: 1. Council approval is based on the entire record, above f=indings. 2. The approved project shall conform to the survey by Sathre Bergquist dated 12/08/2321 and revised 32/1812022 and building plans dated 02/22/2022 submitted by the Applicants and annotated by City staff, attached to this Resolution as Exhibits A & B. 3. Any amendments to the plans which are not in conformity with City codes may require further Planning Commission and City Council review. 4. Authorities granted by this resolution run with the Property not with the Applicants, but are permissive only and must be exercised by obtaining a building permit for the new construction and commencing construction of said project. A building permit must be obtained within one year of the date of Council approval, or the variance will expire on that date (April 11, 2023). 5. Violation of or non-compliance with any of the terms and conditions of this resolution may result in the termination of any authority granted herein. ADOPTED by the Orono City Council on this 11th day of April, 2322. ATTEST: Anna Carlson, City Clerk CITY OF ORONO RESOLUTION OFF] IF (ITY C'OUNCA1, No. 72'59 IM `WKS] we] :ZiL 103 ■ �a= �m t 1 - ••' � ' � a � �y-W-"b����~nom... � � •wap Ot tv ift �n 20 no a a0 ��N�lag2p®�IIaaaegepepg pee�ro►o.x�$x3M.■■oss� R gillt ^n �e K of 214: OMS t Owes o eexw.AJ�n e00o100mn 06 .j l WT MIN C rn C "+1 Z A P 4I I illll J I} 1p tl mn,Po I s a Pa ex d 3� ��9�A 1 Alp rp � zg N 3 ,lli U #3 WUNDERLICH RESIDENCE _ B § r i�Ie3`.Ioyt 2726 CARQLI N E AVE. OROND. MN — WE IjI j �'','",��'�'� . � � Illllllllllllllllllllllllf i S!r t _ 1 - 1.- a 1 rr�. 111 � f � / r =:F L I WUNDERLICH RESIDENCE _ . Ii 272 6 CAROLINEAVE. 11:3 QI,: ORONO, MN t71 38 20-117-23 24 0003 38 20-117-23 24 0017 38 20-117-23 310002 DAVID L RUNKLE KENNETH R SADDLER DONALD SCHRADER 2684 CASCO POINT RD SHERALYN K SADDLER 3704 CASCO AVE WAYZATA MN 55391 2755 ETHEL AVE WAYZATA MN 55391 MIROMAR LAKES FL 33913 WAYZATA MN 55391 WAYZATA MN 55391 38 20-117-23 24 0004 38 20-117-23 24 0018 38 20-117-23 310003 DAVID L RUNKLE DONNA L LILE JILL R & WILLIAM H KOCH II 2684 CASCO POINT RD 2765 ETHEL AVE 3730 CASCO AVE WAYZATA MN 55391 WAYZATA MN 55391 WAYZATA MN 55391 38 20-117-23 24 0005 38 20-117-23 24 0025 38 20-117-23 310004 CYNTHIA J WUNDERLICH TRUST HARRY E PULVER JR JOHN F KLICK FREDERIC D WUNDERLICH TRUST 105 MEADOW LANE N 3703 CASCO AVE 18080 VIA BELLAMARE LANE MINNEAPOLI MN 55422 WAYZATA MN 55391 MIROMAR LAKES FL 33913 WAYZATA MN 55391 38 20-117-23 24 0007 38 20-117-23 24 0033 38 20-117-23 310005 RANDALL L ENGELHART ZIV & TAL LIBERMAN ROBERT PRESLER ELIZABETH A ENGELHART 2690 CAROLINE AVE 3709 CASCO AVE 2715 CAROLINE AVE ORONO MN 55391 WAYZATA MN 55391 WAYZATA MN 55391 38 20-117-23 24 0008 38 20-117-23 24 0034 38 20-117-23 310009 DONALD J & DAWN R HEBIG JONATHAN MARSHALLA ALISA A MILLER 2735 CAROLINE AVE 2696 CAROLINE AVE 3753 CASCO AVE WAYZATA MN 55391 WAYZATA MN 55391 WAYZATA MN 55391 38 20-117-23 24 0010 38 20-117-23 24 0040 38 20-117-23 310010 LANCE L & RHODA L VICKNAIR CATHERINE R & JOEL W SHOOP PAUL J FUHRMAN 2740 ETHEL AVE 2720 ETHEL AVE COLLEEN FUHRMAN WAYZATA MN 55391 WAYZATA MN 55391 3759 CASCO AVE WAYZATA MN 55391 38 20-117-23 24 0013 38 20-117-23 24 0041 38 20-117-23 310011 BARBARA S O'REILLY ROBERT T LUND DEAN V GREIMANN 2700 ETHEL AVE 2732 CAROLINE AVE 3779 CASCO AVE ORONO MN 55391 WAYZATA MN 55391 WAYZATA MN 55391 38 20-117-23 24 0014 38 20-117-23 24 0044 38 20-117-23 310020 LAWRENCE D PILLAR JANET C KAUFFMANN PENNY J SAIKI 6827 CARDINAL COVE DR 2696 ETHEL AVE 2874 CASCO POINT RD MOUND MN 55364 WAYZATA MN 55391 ORONO MN 55391 38 20-117-23 24 0015 38 20-117-23 24 0045 38 20-117-23 310021 TING FANG LIN MARC COHEN CITY OF ORONO 2725 ETHEL AVE 2697 ETHEL AVE P O BOX 66 WAYZATA MN 55391 WAYZATA MN 55391 CRYSTAL BAY MN 55323 38 20-117-23 24 0016 38 20-117-23 24 0046 38 20-117-23 310022 RYAN C GATES/MELISSA N LYON JOHN K CADLE/LESLIE G CADLE CITY OF ORONO 2745 ETHEL AVE 2691 ETHEL AVE P O BOX 66 WAYZATA MN 55391 WAYZATA MN 55391 CRYSTAL BAY MN 55323 38 20-117-23 310027 38 20-117-23 310071 CITY OF ORONO MARTI LYNN P O BOX 66 STEVEN ROBERT GOUDY CRYSTAL BAY MN 55323 3750 CASCO AVE WAYZATA MN 55391 38 20-117-23 310039 38 20-117-23 310073 DONALD SCHRADER DANIEL CLEMENT PALMER 3704 CASCO AVE CHELSEA TAYLOR PALMER WAYZATA MN 55391 2918 CASCO POINT RD WAYZATA MN 55391 38 20-117-23 310040 JAMES W & PATRICIA DONGOSKE 3700 CASCO AVE WAYZATA MN 55391 38 20-117-23 310041 PETER M GRAFFUNDER 3630 CASCO AVE WAYZATA MN 55391 38 20-117-23 310042 JON DUK KIM & YOUNG 14YI AN 4700 COVEY TR MEDINA MN 55340 38 20-117-23 310043 SUSAN C STIELOW HOME LLC 3660 FORT CHARLES DR NAPLES FL 34102 38 20-117-23 310058 D R WELTY & M M JIN 3721 CASCO AVE WAYZATA MN 55391 38 20-117-23 310062 DAVID HEISER JENNIFER ANN HEISER 2740 CAROLINE AVE WAYZATA MN 55391 38 20-117-23 310066 DEAN V GREIMANN 3779 CASCO AVE WAYZATA MN 55391 38 20-117-23 310067 DAVID B ADAMS 2868 CASCO POINT RD WAYZATA MN 55391 LETTER OF SUPPORT City of Orono 2750 Kelley Pkwy Long Lake, MN 55356 Re. Variance Request to encroach on Average Lake Side Setback Dear City Zoning and Planning Personnel, I/We have reviewed the proposed survey and home addition plans from Dale and Cindy Wunderlich located at 2726 Caroline Ave. We understand they would like to pursue a Variance request to build an addition to the rear of their home that would encroach into the Average Lake Side Setback. We don't feel this will be an impairment to our lake views and fully support the approval of said variance. After reviewing their plans, we believe the home design is in-line with the neighborhood, that the current code does while reasonable and proper in most cases is not impactful for the layout and structure of our lots, and fully support their variance as we believe it will be a wonderful addition to the neighborhood and have 0 negative impacts to any lake views of us or any other neighbors. Please feel free to call or email me should you need any further questions on the matter from my perspective. Sincerely, r` ti5� l Jon Marshalla 2696 Caroline Ave Orono, MN 55391 952-334-5282 jon@kostorage.com LETTER OF SUPPORT City of Orono 2750 Kelley Pkwy Long Lake, MN 55356 Re. Variance Request to encroach on Average Lake Side Setback Dear City Zoning and Planning Personnel, I/We have reviewed the proposed survey and home addition plans from Dale and Cindy Wunderlich located at 2726 Caroline Ave. We understand they would like to pursue a Variance request to build an addition to the rear of their home that would encroach into the Average Lake Side Setback. We don't feel this will be an impairment to our lake views and fully support the approval of said variance. Sincerely, Robert and Cote Lund 2732 Caroline Ave. Orono, MN 55391 Hennepin County Locate & Notify Map Date: 7/19/2023 Ill 0 50 100 200 Feet Map Comments: I I i I I I i 1 1 2726 Caroline Ave Z6114p.) completeness or accuracy; (ii) is furnished with no warranty of any kind; and (ii) is notsuitable for legal, engineering or surveying W 269 N4 or loss resulting from this data. 26M 300 6th Street South, Minneapolis, MN 55487 / gis.info@hennepin.us [ 696 7C`J r 2691 696 Rsl {}r , 271) v �{r 2721) 2715 {tpi 2755 2740 it 79 ql 8i 173` .'750 iT 1 3730 7. FK.- i-:P1b 01b 1 " 3744 3721 9654 I51 Oat 00 370' a 3799 tz� �4r1 2PA 935 4 R$ f 0" 14 $71 2971 O Cii 010) 2944 !i 2912 2995 2905 7914 2320 Buffer Size: 500 0 50 100 200 Feet Map Comments: I I i I I I i 1 1 2726 Caroline Ave This data () is furnished 'AS IS' with no representation as to completeness or accuracy; (ii) is furnished with no warranty of any kind; and (ii) is notsuitable for legal, engineering or surveying purposes. Hennepin County shall not be liable for any damage, injury or loss resulting from this data. For mom. information, contact Hennepin CountyGIS Office 300 6th Street South, Minneapolis, MN 55487 / gis.info@hennepin.us